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HomeMy WebLinkAboutSD-22-10 - Plans - Non-Record - 0500 Old Farm Roadwww.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM, EL JM JM AGN0.103/16/2020COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX BUILDING 8 AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES A0.1 FOUNDATION/ BASEMENT PLAN A1.1 MAIN FLOOR PLAN A2.1 UPPER FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 ROOF PLAN BALSAM C-A0.8F2 FOUNDATION/ BASEMENT PLAN-F2 C-A1.8F2 MAIN FLOOR PLAN-F2 C-A2.8F2 UPPER FLOOR PLAN-F2 C-A3.8F2 EXTERIOR ELEVATIONS-F2 C-A4.1.1 FLOOR PLAN OPTIONS C-A4.2.1 OPT COVERED DECK C-A5.1 STAIR SECTION C-A6.8F2 BUILDING SECTIONS-F2 C-E0.8F2 BASEMENT ELECTRICAL PLAN-F2 C-E1.8F2 MAIN FLOOR ELECTRICAL PLAN-F2 C-E2.8F2 UPPER FLOOR ELECTRICAL PLAN-F2 C-E4.1.1 FLOOR ELECTRICAL PLAN OPTIONS C-S0.8F2 MAIN FLOOR FRAMING PLAN-F2 C-S1.8F2 UPPER FLOOR FRAMING PLAN-F2 C-S2.8F2 ROOF FRAMING PLAN-F2 JUNIPER F-A4.1.1 FLOOR PLAN OPTIONS F-A5.1 STAIR SECTION F-E4.1.1 FLOOR PLAN ELECTRICAL OPTIONS F-A0.8F1 FOUNDATION/ BASEMENT PLAN-F1 F-A1.8F1 MAIN FLOOR PLAN-F1 F-A2.8F1 UPPER FLOOR PLAN-F1 F-A3.8F1 EXTERIOR ELEVATIONS-F1 F-A6.8F1 BUILDING SECTIONS-F1 F-E0.8F1 BASEMENT ELECTRICAL PLAN-F1 F-E1.8F1 MAIN FLOOR ELECTRICAL PLAN-F1 F-E2.8F1 UPPER FLOOR ELECTRICAL PLAN-F1 F-S0.8F1 MAIN FLOOR FRAMING PLAN-F1 F-S2.8F1 ROOF FRAMING PLAN-F1 F-S1.8F1 UPPER FLOOR FRAMING PLAN-F1 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS BUILDING 8 South Burlington, Vermont O'Brien Home Farm Duplex Downhill Lot DUP1-Building 8 (Balsam-Juniper) Balsam Elevation - F2 (Modern Farmhouse) Juniper Elevation - F1 (Modern Farmhouse)REVISIONS FDCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.1C-A5.11C-A6.2F18' - 9" CLGUnfinished BasementPatioUnexcavatedFURNW.H.SUMPUP 15 RISERS3050 SH 3050 SH3050 SH 3050 SH3050 SH30682C-A6.2F1CL COMMONWALLCL COMMONWALL30'-0 1/2"17'-0"13'-0" 1/2"8'-6" 8'-6" 6'-6" 6'-6"3'-6"3'-6"8" 8'-0" 8" 10'-0" 5'-4" 5'-0 1/2" 4"8"19'-8"8" 2'-6" 3'-7 1/2" 3'-8 1/2" 3'-4" 10'-10"9'-4"20'-8"1/2"1'-2" 8'-4" 1'-4" 8'-4" 1'-6"45'-0"9'-0"54'-0"54'-0"30'-0 1/2"7'-0"24'-8"20'-4"2'-0"124Unexcavated4'-6 1/2" 5'-4" 5'-10"3 1/2"6 1/2" 8'-1 1/2" 1'-4" 3'-3 1/2" 9"F-2 F-27'-1 3/4"14'-2"10'-2 1/2"12'-9 3/4"8"W-8 TYP.F-C 2X4 BEARING WALLF-C 2X4 BEARING WALL148148148F-P F-P147F-C 2X4 BEARING WALLGENERAL BASEMENT PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING:** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.)* PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILSSYMBOLTYPE SIZEFOOTING SCHEDULEF-PPIER (EXTERIOR)REINFORCING12" SONOTUBE W/ BELL BOTTOMNAF-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUSF-2PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NACOLUMN6x6 TREATED POSTNA*NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES.COMMENTS48" MIN. BELOW FINISH GRADE3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE*SYMBOLWALL THICKNESSWALL HEIGHTFOUNDATION WALL SCHEDULEW-8 8"9'-0"REINFORCING2 #4 BARS TOP & BOTTOM*CONTINUOUS FOOTING1'-4"x 0'-8" W/ 2-#4's CONTINUOUS*IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTINGwww.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMC-A0.2F102/09/18FOUNDATION/ BASEMENTPLAN-F1O'Brien Brothers AgencyElevation - F1BALSAMSCALE:1/4" = 1'-0" (22x34)Foundation/ Basement PlanSquare Footages-F1ELEVAITON F1MAIN FLOOR LIVING 964 SFUPPER FLOOR LIVING 989 SFTOTAL LIVING 1953 SFPLAN OPTIONSOPT FINISHED BASEMENT 626 SFKEYNOTESFLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.112 PED. SINK.113 SHOWER (SIZE PER PLAN).116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR IN OPENPOSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TO EXTERIORELEVATIONS FOR HEIGHTS AND DETAILS).131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP.147 LINE OF DECK ABOVE.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.154 PRIVACY WALLS AS REQUIRED PER OWNERAND SITE CONDITIONSREVISIONS CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.1C-A5.11C-A6.2F1Deck9' - 0" CLGFlex9' - 0" CLGPowder9' - 0" CLGFoyer2 Car Garage9' - 0" CLGKitchen9' - 0" CLGDining9' - 0" CLGFamilyCL COMMONWALLCL COMMONWALL30'-0 1/2"17'-0"13'-0" 1/2"2C-A6.2F18'-6" 8'-6" 6'-6" 6'-6"4'-7 1/2"4'-7 1/2"16'-8 1/2"7'-0"5'-2"10'-2 1/2" 5'-6 1/2" 5'-1 1/2"21068210682868246821068266830683060 SH 3060 SH3060 SH 3060 SH3060 SH3060 SH3060 SH3060 SH3060 SHDN 15 RISERSUP 16 RISERS7'-4" SOFFITDN AS REQ'D9'-4"20'-8"1/2"8" 8'-0" 8" 5'-4" 9'-8" 5'-8"30'-0 1/2"2'-8" 6'-0"44'-8"9'-4"28'-10 1/2"8"9'-3"8"5'-2 1/2"8'-8"8"7'-4"7'-0"24'-8"20'-4"2'-0"8" 1'-4"30688070 OGDDN AS REQ'DPorch3010 TRN3010 TRN10110210811011212210910810410810910312210910812612612710'-10"7'-0 1/2"6'-9 1/2"5'-6" 7'-0" 4'-0 1/2"3 1/2"2'-0" 2'-5" 3'-7 1/2" 1'-1 1/2" 4'-0"9"4'-1 1/2" 4" 13'-8"6'-0" 5'-1 1/2"9" 4'-1 1/2" 4" 11" 3'-0"16'-6 1/2" 8" 12'-9 1/2"5'-2 1/2" 8" 7'-1 1/2" 2'-1 1/2" 8" 5'-7 1/2"23'-3"3'-6"3'-6"10"9'-4"8"3'-4"3'-8 1/2"4'-3 1/2"2'-6"20'-4"54'-0"1241371321322x6 WALL2x4 WALL54'-0"1317'-10" SOFFIT8070 OGD2x6 WALL2x6 WALL1282x6 WALL132130130152150131107107PANTRY2x6 WALL125154GENERAL FLOOR PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG.* PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILSwww.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMC-A1.2F102/09/18MAIN FLOOR PLAN-F1O'Brien Brothers AgencyElevation - F1SCALE:1/4" = 1'-0" (22x34)Main Floor PlanSquare Footages-F1ELEVAITON F1MAIN FLOOR LIVING 964 SFUPPER FLOOR LIVING 989 SFTOTAL LIVING 1953 SFPLAN OPTIONSOPT FINISHED BASEMENT 626 SFBALSAMKEYNOTESFLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.112 PED. SINK.113 SHOWER (SIZE PER PLAN).116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR IN OPENPOSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TO EXTERIORELEVATIONS FOR HEIGHTS AND DETAILS).131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP.147 LINE OF DECK ABOVE.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.154 PRIVACY WALLS AS REQUIRED PER OWNERAND SITE CONDITIONSREVISIONS CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.1C-A5.11C-A6.2F18' - 0" CLGOwners Suite8' - 0" CLGBedroom 38' - 0" CLGBedroom 28' - 0" CLGOwners Bath8' - 0" CLGW.I.C.8' - 0" CLGBath 28' - 0" CLGLaundry8' - 0" CLGLoftCL COMMONWALLCL COMMONWALL2C-A6.2F1266826682468166826682468246824685068 SLD5068 SLD28685036 SLD3050 SHDN 16 RISERS3050 SH2'-10"8'-7 1/2"7'-4"15'-0"24'-8"7'-0"10'-10" 2'-4 1/2" 11'-5 1/2"8'-2 1/2" 2'-7 1/2"7'-0"38'-4"1'-4"5'-4"2'-0"10'-10"7'-0 1/2"5'-11 1/2"6'-4 1/2"4'-3 1/2"3'-10"8'-8"14'-0"7'-4" 1/2"7'-0" 7'-0" 3'-4" 4'-0"3050 SH 2050 SH2020 FX2050 SH2020 FX30'-0"1/2"10'-6 1/2" 2'-4 1/2" 5'-5" 11'-8"5'-10" 5'-10"1111111221221221111101161221101131181191241217'-3"3'-7"3'-4"3'-8 1/2"3'-4"3'-0"15'-5 1/2"8'-3 1/2"3'-2"2'-4 1/2"4'-0 1/2"1'-4"5'-0"10'-6 1/2" 2'-4 1/2" 5'-8 1/2" 4'-10 1/2" 2'-6" 4'-0"10'-6 1/2" 2'-10 1/2" 5'-2" 3'-7 1/2" 7'-9 1/2"30'-0 1/2"54'-0"30'-0 1/2"54'-0"36"x48"1171221411231331331331332x6 WALL32"x60"3'-7"152151150152151150152GENERAL FLOOR PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG.* PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILSwww.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMC-A2.2F102/09/18UPPER FLOOR PLAN-F1O'Brien Brothers AgencySCALE:1/4" = 1'-0" (22x34)Upper Floor PlanElevation - F1Square Footages-F1ELEVAITON F1MAIN FLOOR LIVING 964 SFUPPER FLOOR LIVING 989 SFTOTAL LIVING 1953 SFPLAN OPTIONSOPT FINISHED BASEMENT 626 SFBALSAMKEYNOTESFLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.112 PED. SINK.113 SHOWER (SIZE PER PLAN).116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR IN OPENPOSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TO EXTERIORELEVATIONS FOR HEIGHTS AND DETAILS).131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP.147 LINE OF DECK ABOVE.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.154 PRIVACY WALLS AS REQUIRED PER OWNERAND SITE CONDITIONSREVISIONS CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"UPPER FLOORUPPER PLATE10" 12"10" 12"10" 12"2012032102112182233AD.1AD.378AD.210AD.23AD.211AD.2AD.33SIMCLCOMMONWALLCLCOMMONWALLMAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"UPPER FLOORUPPER PLATE7" 12"7" 12"4" 12"2012032102112233AD.11AD.28AD.2MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"UPPER FLOORUPPER PLATE2012032102239AD.23AD.16AD.27AD.1CLCOMMONWALLCLCOMMONWALLGENERAL EXTERIOR ELEVATION NOTES:*GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN.*PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER.*PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.www.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMC-A3.2F102/09/18EXTERIOR ELEVATIONS-F1O'Brien Brothers AgencySCALE:1/4" = 1'-0" (22x34)Front ElevationSCALE:1/8" = 1'-0" (22x34)Left ElevationSCALE:1/8" = 1'-0" (22x34)Rear ElevationElevation - F1BALSAMKEYNOTESELEVATION201 ROOFING PER BUILDER SPEC.203 6" LAP SIDING.210 ALUMINUM WRAPPED 2x8 FASCIA.211 ALUMINUM WRAPPED 2x8 RAKE.215 5/4x8 TRIM.218 5/4x TRIM.223 5/4x6 FRIEZE TRIM.REVISIONS CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.MAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"2032012102232112152183AD.13AD.28AD.210AD.210" 12"10" 12"8'-2"AD.3311AD.2CLCOMMONWALLCLCOMMONWALL4" 12"SIMMAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"2012032102233AD.19AD.27AD.16AD.2CLCOMMONWALLCLCOMMONWALLMAIN FLOORMAIN PLATET.O.F.BASEMENT FLOORUPPER FLOORUPPER PLATE8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8"2032102232013AD.18AD.21AD.210AD.24" 12"2182117" 12"7" 12"7" 12"215215GENERAL FLOOR PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG.* PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILSwww.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMC-A3.4F202/09/18EXTERIOR ELEVATIONS-F2O'Brien Brothers AgencyElevation - F2SCALE:1/4" = 1'-0" (22x34)Front ElevationSCALE:1/8" = 1'-0" (22x34)Rear ElevationSCALE:1/8" = 1'-0" (22x34)Left ElevationBALSAMKEYNOTESELEVATION201 ROOFING PER BUILDER SPEC.203 6" LAP SIDING.210 ALUMINUM WRAPPED 2x8 FASCIA.211 ALUMINUM WRAPPED 2x8 RAKE.215 5/4x8 TRIM.218 5/4x TRIM.223 5/4x6 FRIEZE TRIM.REVISIONS FDCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.8' - 9" CLGBedroomPatioUnexcavated7' - 9" CLGBath8' - 9" CLGFamily8' - 9" CLGUnfinished Basement246828682068266824687' - 6" CLGW.I.C.CL COMMONWALLCL COMMONWALL1241221221101111161177'-0"6'-7"5 1/2"3'-4"5 1/2"3'-4"3'-7 1/2"2'-1 1/2"4'-1"8"1'-0 1/2" 9'-0" 3'-6"2'-2 1/2"3" 1'-10" 6'-2 1/2" 5'-3" 5" 4"7'-4" 10'-6 1/2"2x6 WALL32"x60"1521501511327'-6" SOFFIT1317'-6" SOFFITFURNW.H.SUMPBASEMENT PLAN NOTES:*SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATIONFLOOR PLAN NOTES:*SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATIONELECTRICAL NOTES :*SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATIONELEVATION NOTES :*SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION1'-11 1/2"1354'-2 1/2"7'-0"www.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMC-A4.1.102/09/18FLOOR PLAN OPTIONSO'Brien Brothers AgencyFloor Plan OptionsSCALE:1/4" = 1'-0" (22x34)Finished Basement PlanBALSAMSCALE:1/4" = 1'-0" (22x34)Opt FireplacePartial Main Floor PlanREVISIONS www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM AGN0.105/25/18COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX BUILDING 6 AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES A0.1 FOUNDATION/ BASEMENT PLAN A1.1 MAIN FLOOR PLAN A2.1 UPPER FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 ROOF PLAN CEDAR E-A0.6F1 FOUNDATION/ BASEMENT PLAN-F1 E-A1.6F1 MAIN FLOOR PLAN-F1 E-A2.6F1 UPPER FLOOR PLAN-F1 E-A3.6F1 EXTERIOR ELEVATIONS-F1 E-A4.1.1 FLOOR PLAN OPTIONS E-A5.1 STAIR SECTION E-A6.6F1 BUILDING SECTIONS-F1 E-E0.6F1 BASEMENT ELECTRICAL PLAN-F1 E-E1.6F1 MAIN FLOOR ELECTRICAL PLAN-F1 E-E2.6F1 UPPER FLOOR ELECTRICAL PLAN-F1 E-E4.1.1 FLOOR PLAN ELECTRICAL OPTIONS E-S0.6F1 MAIN FLOOR FRAMING PLAN-F1 E-S1.6F1 UPPER FLOOR FRAMING PLAN-F1 E-S2.6F1 ROOF FRAMING PLAN-F1 JUNIPER F-A0.6F1 FOUNDATION/ BASEMENT PLAN-F1 F-A1.6F1 MAIN FLOOR PLAN-F1 F-A2.6F1 UPPER FLOOR PLAN-F1 F-A3.6F1 EXTERIOR ELEVATIONS-F1 F-A4.1.1 FLOOR PLAN OPTIONS F-A5.1 STAIR SECTION F-A6.6F1 BUILDING SECTIONS-F1 F-E0.6F1 BASEMENT ELECTRICAL PLAN-F1 F-E1.6F1 MAIN FLOOR ELECTRICAL PLAN-F1 F-E2.6F1 UPPER FLOOR ELECTRICAL PLAN-F1 F-E4.1.1 FLOOR PLAN ELECTRICAL OPTIONS F-S0.6F1 MAIN FLOOR FRAMING PLAN-F1 F-S1.6F1 UPPER FLOOR FRAMING PLAN-F1 F-S2.6F1 ROOF FRAMING PLAN-F1 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS BUILDING 6 South Burlington, Vermont O'Brien Home Farm Duplex Downhill Lot DUP1-Building 6 (Cedar-Juniper) Cedar Elevation - F1 (Modern Farmhouse) Juniper Elevation - F1 (Modern Farmhouse)REVISIONS FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. UP 15 RISERS F-2 W-8 TYP. F-C 2X4 BEARING WALL F-P CL COMMONWALL CL COMMONWALL 3050 SH3050 SH6068 SLD3050 SH Patio Unexcavated Unexcavated 8" 17'-8" 2'-0"8" 8'-0"2'-8" 8" 3'-2 1/4" 3'-9 3/4" 7'-9" 3'-0" 5 3/4" 13'-0"13'-5 1/4"FURN W.H. 8' - 9" CLG Unfinished Basement F-P F-P F-C 2X4 BEARING WALL F-2 F-2.5 F-2F-2 148 148 148 147 124 1 E-A6.6F1 2 E-A6.6F1 1 E-A5.1 141 29'-8 1/2"4" 7'-6" 7'-6"14'-8 1/2" 30'-0 1/2" 4'-3" 6'-11" 11'-6" 7'-0 1/2"54'-0"8'-0"8'-0"54'-0"33'-8"20'-4"30'-0 1/2" 10'-0"20'-0" 1/2" 1'-10" 16'-4" 1'-10" 8" 3'-8 1/2" 2'-3" 3'-4 1/2" 8" 9'-8" 9'-4 1/2" 4" 8" 5'-4" 4'-0" 8" 3'-8 1/2" 5'-4 3/4" 5'-8 1/2" 7'-10" 6'-4 3/4" 15'-5 3/4"7'-1 3/4" 7'-1"48'-0"6'-0"NOTE: VERIFY EXTERIOR WALL PER BUILDINGNOTE: VERIFY EXTERIOR WALL PER BUILDING7'-6" SOFFITGENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* PAD FOOTING (INTERIOR) 2'-6" x 2'-6" x 1'-0" DEEP NA 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE*F-2.5 SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM E-A0.6F105/25/18FOUNDATION/ BASEMENT PLAN-F1 O'Brien Brothers AgencyElevation - F1 SCALE:1/4" = 1'-0" (22x34) Foundation/ Basement Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSCEDAR Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. DN 15 RISERS UP 16 RISERS DN AS REQ'D DN AS REQ'D 3014 TRN2x6 WALL PANTRY 2x6 WALL 2 Car Garage 9' - 0" CLG Owners Bath 9' - 0" CLG Owners Suite 7' - 10" CLG Powder 9' - 0" CLG Foyer Deck Family Dining 9' - 0" CLG O.E. Kitchen CL COMMONWALL CL COMMONWALL 2'-8" 3'-6 1/2" 3'-9 1/2" 7'-9 1/2" 1'-3" 2'-8" 3'-6" 7'-0" 7" 2'-2" 13'-0 1/2"2'-0" 2'-2" 5'-4 1/2" 1'-8" 5'-3" 4'-0" 15'-2 1/2" 3060 SH3060 SH 30682868 210682468 246821068 21068 210681 E-A6.6F1 2 E-A6.6F1 1 E-A5.1 2x6 WALL 2x6 WALL 2x6 WALL132 132 132 132 36"x48" 124 124 124 119 118 121 117 117 137 122 122 103 104 101 102 108109125 112110150 152 8'-0" SOFFIT 7'-6" SOFFIT 110 150 113 108 132 132 132 141 30'-0"1/2" 15'-0"15'-0" 15'-4"14'-8" 30'-0 1/2" 6'-0" 4'-0" 3'-0" 3'-0" 2'-0" 2'-0" 4'-4 1/2" 5'-7 1/2" 7'-6" 2'-10" 1'-6" 8'-2" 11'-8" 3'-8" 2'-2" 2'-4 1/2" 10'-1 1/2" 1'-0 1/2"4'-8" 4'-3 1/2" 3'-7 1/2" 3'-10 1/2" 2'-4 1/2" 3'-3 1/2"4'-6 1/2" 2'-3 1/2"3060 SH 3060 SH3060 SH2068 8'-0"54'-0"2x4 WALL 122 122 111 111 152 152 117 30'-0 1/2" 10'-0"20'-0" 1/2" 8" 9'-4"10'-0"10'-0"6'-0"48'-0"54'-0"8'-0"33'-8"20'-4"9'-2 1/2" 3'-2" 6'-1"15'-2 1/2"4'-3"16'-7"5'-5 1/2"2106826'-3 1/2"15'-6"6'-2 1/2"5'-4"8"5068 BIFOLD21068 6014 TRN 6068 SLD3060 SH 4'-3" 6'-11" 4'-2" 7'-4" 7'-4" 2030 SH VAULTED CLG VAULTED CLG VAULTED CLG 132 130130 131 131 Porch 9' - 0" CLG W.I.C. 2x6 WALL 16070 OGD 126 127 128 2x6 WALL GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM E-A1.6F105/25/18MAIN FLOOR PLAN-F1 O'Brien Brothers AgencyElevation - F1 SCALE:1/4" = 1'-0" (22x34) Main Floor Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSCEDAR Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. DN 16 RISERS 2x6 WALL 32"x60" 10'-8" 2'-10" CL COMMONWALL CL COMMONWALL 8' - 0" CLG Bedroom 3 8' - 0" CLG Bedroom 2 8' - 0" CLG Bath 2 Loft 266826682468 1668 3050 SH 3050 SH3050 SH 5068 SLD9 1/2"4'-4"2'-8 1/2"1 E-A6.6F1 2 E-A6.6F1 1 E-A5.1 133 133 133 122 117 141 124 110 111 151 150 152 123 3'-3" 3'-3"54'-0"1'-4"5'-8 1/2" 11'-9 1/2" 3'-5 1/2" 2'-4 1/2" 6'-8"26'-3 1/2"21'-8 1/2"6'-0"54'-0"1'-4"26'-3 1/2"15'-6"12'-2 1/2"2'-1 1/2" 5'-8 1/2" 5'-8 1/2" 1'-11 1/2"2030 FX 2030 FX 2030 SH 122 30'-0 1/2" 10'-0"13'-6"6'-6" 1/2" 30'-0"1/2" 30'-0 1/2" 116 5068 SLD 5'-5 1/2"2'-4 1/2"13'-10 1/2"10'-10" 3'-2" 11'-5" 4'-4 1/2" 2'-9 1/2" 10'-4" 3'-5 1/2" 9'-0 1/2"10'-10" 3'-2" 11'-5" 3'-7 1/2" 4'-4 1/2" 2'-9 1/2" 10'-4" 3'-5 1/2" 9'-0 1/2" 2'-11 1/2" 4'-4 1/2" 2'-8" 6'-9" 3'-11" 8'-0" CLG 2x6 WALL 123 OPEN TO BELOW131 7'-0" SOFFIT2030 SH2030 FX GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM E-A2.6F105/25/18UPPER FLOOR PLAN-F1 O'Brien Brothers AgencySCALE:1/4" = 1'-0" (22x34) Upper Floor Plan Elevation - F1 PLAN OPTIONS OPT FINISHED BASEMENT 814 SF KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSCEDAR Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"UPPER FLOOR UPPER PLATE CL COMMONWALL CL COMMONWALL 210 201 203 204 223 211 224 8'-2"AD.3 3 11 AD.2 3 AD.2 3 AD.1 9 AD.2 8 AD.2 10" 12" 10" 12" 4" 12" 215 215 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" UPPER FLOOR UPPER PLATE 201 204 203 223 211 210 8'-2"8 AD.2 3 AD.1 1 AD.2 9 AD.2 7" 12" 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" UPPER FLOOR UPPER PLATE CLCOMMONWALL CL COMMONWALL 201 203 210 223 9 AD.2 3 AD.1 6 AD.2 7 AD.1 213 GENERAL EXTERIOR ELEVATION NOTES: *GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. *PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. *PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM E-A3.6F105/25/18EXTERIOR ELEVATIONS-F1 O'Brien Brothers AgencySCALE:1/4" = 1'-0" (22x34) Front Elevation SCALE:1/8" = 1'-0" (22x34) Left Elevation SCALE:1/8" = 1'-0" (22x34) Rear Elevation Elevation - F1 KEYNOTES ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSCEDAR FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 2x6 WALL 32"x60" 7'-6" SOFFIT 7'-6" SOFFIT CL COMMONWALL CL COMMONWALL 26685068 SLD 2468 206826682668 2868 8' - 9" CLG Bedroom 8' - 9" CLG Bath 8' - 9" CLG Unfinished Basement 8' - 9" CLG Family 10'-11"2'-4 1/2"3'-5 1/2"2'-3 1/2"7'-3"8'-8 1/2"4 1/2" 3'-4" 2'-3" 3'-4 1/2"3'-4" 3'-7 1/2" 11'-5"26'-3 1/2"4 1/2" 3'-4" 5'-3" 5'-8 1/2" 3'-7 1/2" 10'-0" 9" 122 FURN W.H. 117 116 110 111 151 150152 124 141 Unexcavated Unexcavated Patio 131 131 BASEMENT PLAN NOTES: *SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: *SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : *SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : *SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM E-A4.1.105/25/18FLOOR PLAN OPTIONS O'Brien Brothers AgencyFloor Plan Options SCALE:1/4" = 1'-0" (22x34) Opt. Finished Basement Plan REVISIONSCEDAR www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM AGN0.105/25/18COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX BUILDING 6 AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES A0.1 FOUNDATION/ BASEMENT PLAN A1.1 MAIN FLOOR PLAN A2.1 UPPER FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 ROOF PLAN CEDAR E-A0.6F1 FOUNDATION/ BASEMENT PLAN-F1 E-A1.6F1 MAIN FLOOR PLAN-F1 E-A2.6F1 UPPER FLOOR PLAN-F1 E-A3.6F1 EXTERIOR ELEVATIONS-F1 E-A4.1.1 FLOOR PLAN OPTIONS E-A5.1 STAIR SECTION E-A6.6F1 BUILDING SECTIONS-F1 E-E0.6F1 BASEMENT ELECTRICAL PLAN-F1 E-E1.6F1 MAIN FLOOR ELECTRICAL PLAN-F1 E-E2.6F1 UPPER FLOOR ELECTRICAL PLAN-F1 E-E4.1.1 FLOOR PLAN ELECTRICAL OPTIONS E-S0.6F1 MAIN FLOOR FRAMING PLAN-F1 E-S1.6F1 UPPER FLOOR FRAMING PLAN-F1 E-S2.6F1 ROOF FRAMING PLAN-F1 JUNIPER F-A0.6F1 FOUNDATION/ BASEMENT PLAN-F1 F-A1.6F1 MAIN FLOOR PLAN-F1 F-A2.6F1 UPPER FLOOR PLAN-F1 F-A3.6F1 EXTERIOR ELEVATIONS-F1 F-A4.1.1 FLOOR PLAN OPTIONS F-A5.1 STAIR SECTION F-A6.6F1 BUILDING SECTIONS-F1 F-E0.6F1 BASEMENT ELECTRICAL PLAN-F1 F-E1.6F1 MAIN FLOOR ELECTRICAL PLAN-F1 F-E2.6F1 UPPER FLOOR ELECTRICAL PLAN-F1 F-E4.1.1 FLOOR PLAN ELECTRICAL OPTIONS F-S0.6F1 MAIN FLOOR FRAMING PLAN-F1 F-S1.6F1 UPPER FLOOR FRAMING PLAN-F1 F-S2.6F1 ROOF FRAMING PLAN-F1 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS BUILDING 6 South Burlington, Vermont O'Brien Home Farm Duplex Downhill Lot DUP1-Building 6 (Cedar-Juniper) Cedar Elevation - F1 (Modern Farmhouse) Juniper Elevation - F1 (Modern Farmhouse)REVISIONS FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* PAD FOOTING (INTERIOR) 2'-6" x 2'-6" x 1'-0" DEEP NA 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE*F-2.5 SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS 147 NOTE: VERIFY EXTERIOR WALL PER BUILDING1 F-A6.6F1 2 F-A6.6F1 1 F-A5.1 CL COMMONWALL CL COMMONWALL 1/2"30'-0" 7'-6" 7'-6"15'-0" 4" 3'-11 1/2" 6'-11" 11'-6" 7'-4" 30'-0 1/2" UP 15 RISERS F-2 W-8 TYP. F-C 2X4 BEARING WALL F-P FURN W.H. F-P F-P F-C 2X4 BEARING WALL F-2 F-2.5 F-2F-2 3050 SH3050 SH3050 SH 6068 SLD 148 148 141 1247'-6" SOFFIT8'-0"54'-0"33'-8"20'-4"54'-0"8'-0"48'-0"6'-0"4" 9'-8 1/2"20'-0" 1'-2" 8'-4" 1'-0" 8'-4" 1'-2" 30'-0 1/2"8" 17'-8" 2'-0"8" 8'-0"2'-8" 8" 3'-2 1/4" 3'-9 3/4" 7'-9" 3'-0" 5 3/4" 13'-0"13'-5 1/4"11 1/4" 3'-5 3/4" 2'-3" 3'-4 1/2" 8" 9'-8" 9'-0" 8" 5'-8 1/2" 4'-0" 4'-1" 5'-4 3/4" 5'-8 1/2" 7'-10" 6'-0 1/4" 8" 15'-2 1/4"7'-1 3/4" 7'-4 1/2" Patio Unexcavated Unexcavated 8' - 9" CLG Unfinished Basement 148 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A0.6F105/25/18FOUNDATION/ BASEMENT PLAN-F1 O'Brien Brothers AgencyElevation - F1 JUNIPER KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSSCALE:1/4" = 1'-0" (22x34) Foundation/ Basement Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS 1 F-A6.6F1 2 F-A6.6F1 1 F-A5.1 2x6 WALL DN 15 RISERS UP 16 RISERS DN AS REQ'D DN AS REQ'D 3014 TRN2x6 WALL PANTRY 2x6 WALL CL COMMONWALL CL COMMONWALL 2x6 WALL 2x6 WALL 2x6 WALL36"x48" 8'-0" SOFFIT 7'-6" SOFFIT 3-3030 FX ABOVE VAULTED CLG VAULTED CLG VAULTED CLG 2 Car Garage Deck Family Dining Kitchen 9' - 0" CLG W.I.C. 9' - 0" CLG Owners Bath 9' - 0" CLG Owners Suite 7' - 10" CLG Powder 9' - 0" CLG Foyer 9' - 0" CLG O.E.8'-0"54'-0"33'-8"20'-4"9'-2 1/2" 3'-2" 6'-1"15'-2 1/2"1/2"30'-0" 15'-0"15'-0" 15'-4"14'-8" 7'-6" 7'-10" 7'-4" 7'-4" 3060 SH3060 SH 2030 SH 30682868 210682468 246821068 21068 210682068 210685068 BIFOLD21068 9068 SLD 30'-0 1/2" 6'-0" 4'-0" 3'-0" 3'-0" 2'-0" 2'-0" 1/2" 10'-0"20'-0" 5'-4" 9'-4" 5'-4"6'-0"48'-0"54'-0"8'-0"26'-3 1/2"15'-6"6'-2 1/2"5'-4"8"30'-0 1/2"2'-8" 3'-6 1/2" 3'-9 1/2" 7'-9 1/2" 1'-3" 2'-8" 3'-6" 7'-0" 7" 2'-2" 13'-0 1/2"2'-0" 2'-2" 5'-4 1/2" 1'-8" 5'-3" 4'-0" 15'-2 1/2" 4'-4 1/2" 5'-7 1/2" 7'-6" 2'-10" 1'-6" 8'-2" 11'-8" 3'-8" 2'-2" 2'-4 1/2" 10'-1 1/2" 1'-0 1/2" 4'-8" 4'-3 1/2" 3'-7 1/2" 3'-10 1/2" 2'-4 1/2" 3'-3 1/2"4'-4 1/2" 2'-5 1/2" 132 130130 121 132 132112110150 152 132 141 132 124 124 124 132 132 119 118 117 117 122 103 125 122 132 122 122 104 101 102 108109108 110 150 113 111 111 152 152 117 137 131 131 Porch 2x6 WALL 126126 8070 OGD 8070 OGD 127 128 2x6 WALL www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A1.6F105/25/18MAIN FLOOR PLAN-F1 O'Brien Brothers AgencyElevation - F1 KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSJUNIPER SCALE:1/4" = 1'-0" (22x34) Main Floor Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS 1 F-A6.6F1 2 F-A6.6F1 1 F-A5.1 2x6 WALL DN 16 RISERS 2x6 WALL 32"x60" CL COMMONWALL CL COMMONWALL 3050 SH 3050 SH3050 SH 266826682468 1668 5068 SLD5068 SLD 133 133 133 122 117 141 110 111 150 152 123 122 116 124 8' - 0" CLG Bedroom 3 8' - 0" CLG Bedroom 2 8' - 0" CLG Bath 2 8' - 0" CLG Loft OPEN TO BELOW 5'-5 1/2"2'-4 1/2"13'-10 1/2"6'-0"21'-8 1/2"26'-3 1/2"1'-4"54'-0"30'-0 1/2" 1/2"30'-0" 10'-8" 2'-10" 2'-11 1/2" 4'-4 1/2" 2'-8" 6'-9" 3'-11"3'-3" 3'-3" 1/2" 10'-0"13'-6"6'-6" 30'-0 1/2"12'-2 1/2"15'-6"26'-3 1/2"1'-4"54'-0"9 1/2"4'-4"2'-8 1/2"10'-10" 3'-2" 11'-5" 3'-7 1/2" 5'-8 1/2" 11'-9 1/2" 3'-5 1/2" 2'-4 1/2" 6'-8" 123 OPEN TO BELOW151 131 7'-0" SOFFITSLOPED CLGFLAT CLG2030 SH2030 FX www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A2.6F105/25/18UPPER FLOOR PLAN-F1 O'Brien Brothers AgencyElevation - F1 KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSJUNIPER SCALE:1/4" = 1'-0" (22x34) Upper Floor Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"CL COMMONWALL CL COMMONWALL 210 218 201 203 204 223 211 224 8'-2"11 AD.2 3 AD.2 3 AD.1 9 AD.2 8 AD.2 10" 12" 10" 12" 215 213 MAIN FLOOR MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" CL CL COMMONWALL FAMILY PLATE 12'-1 1/8"201 203 210 223 9 AD.2 3 AD.1 6 AD.2 7 AD.1 213 MAIN FLOOR MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"FAMILY PLATE 12'-1 1/8"204 203 201 211 210 8 AD.2 3 AD.1 3 AD.2 9 AD.2 4" 12" 7" 12"7" 12" www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A3.6F105/25/18EXTERIOR ELEVATIONS-F1 O'Brien Brothers AgencyElevation - F1 KEYNOTES ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSJUNIPER SCALE:1/4" = 1'-0" (22x34) Front Elevation SCALE:1/8" = 1'-0" (22x34) Rear Elevation SCALE:1/8" = 1'-0" (22x34) Right Elevation FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: *SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: *SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : *SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : *SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION 8' - 9" CLG Bedroom 8' - 9" CLG Bath 8' - 9" CLG Unfinished Basement 8' - 9" CLG Family 2x6 WALL 32"x60" 7'-6" SOFFIT 7'-6" SOFFIT FURN W.H. CL COMMONWALL CL COMMONWALL 10'-11"2'-4 1/2"3'-5 1/2"2'-3 1/2"7'-3"8'-8 1/2"9" 3'-4" 2'-3" 3'-4 1/2"3'-4" 3'-7 1/2" 11'-5"26'-3 1/2"9" 3'-4" 5'-3" 5'-10 1/4" 3'-5 3/4" 10'-0" 4 1/2"26685068 SLD 2468 206826682668 2868 141 124 122 117 116 110 111 151 150 152 Unexcavated Unexcavated Patio 131 131 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 Author Designer Checker F-A4.1.105/25/18FLOOR PLAN OPTIONS O'Brien Brothers AgencyREVISIONSFloor Plan Options JUNIPER SCALE:1/4" = 1'-0" (22x34) Opt. Finished Basement Plan www.bsbdesign.com4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00JM, ELJMJMAGN0.102/07/20COVER SHEET, SHEETINDEXO'Brien Brothers AgencyBUILDING 7SHEET INDEXAD.5 CABINET DETAILSBUILDING 7AGN0.1 COVER SHEET, SHEET INDEXAGN0.2 GENERAL NOTESA0.1 FOUNDATION/ BASEMENT PLANA1.1 MAIN FLOOR PLANA2.1 UPPER FLOOR PLANA3.1 EXTERIOR ELEVATIONSA3.2 EXTERIOR ELEVATIONSA4.1 ROOF PLANAD.5 CABINET DETAILSC-A0.2F1 FOUNDATION/ BASEMENT PLAN-F1C-A1.2F1 MAIN FLOOR PLAN-F1C-A2.2F1 UPPER FLOOR PLAN-F1C-A3.2F1 EXTERIOR ELEVATIONS-F1C-A4.1.1 FLOOR PLAN OPTIONSC-A4.2.1 OPT COVERED DECKC-A5.1 STAIR SECTIONC-A6.2F1 BUILDING SECTIONS-F1C-E0.2F1 BASEMENT ELECTRICAL PLAN-F1C-E1.2F1 MAIN FLOOR ELECTRICAL PLAN-F1C-E2.2F1 UPPER FLOOR ELECTRICAL PLAN-F1C-E4.1.1 FLOOR ELECTRICAL PLAN OPTIONSC-S0.2F1 MAIN FLOOR FRAMING PLAN-F1C-S1.2F1 UPPER FLOOR FRAMING PLAN-F1C-S2.2F1 ROOF FRAMING PLAN-F1PINEG-A0.4F2 FOUNDATION/ BASEMENT PLAN-F2G-A1.4F2 MAIN FLOOR PLAN-F2G-A2.4F2 UPPER FLOOR PLAN-F2G-A3.4F2 EXTERIOR ELEVATIONS-F2G-A4.1.1 FLOOR PLAN OPTIONSG-A4.2.1 OPT COVERED DECKG-A5.1 STAIR SECTIONG-A6.4F2 BUILDING SECTIONS-F2G-E0.4F2 BASEMENT ELECTRICAL PLAN-F2G-E1.4F2 MAIN FLOOR ELECTRICAL PLAN-F2G-E2.4F2 UPPER FLOOR ELECTRICAL PLAN-F2G-E4.1.1 FLOOR ELECTRICAL PLAN OPTIONSG-S0.4F2 MAIN FLOOR FRAMING PLAN-F2G-S1.4F2 UPPER FLOOR FRAMING PLAN-F2G-S2.4F2 ROOF FRAMING PLAN-F2DETAILSAD.1 DETAILSAD.2 DETAILSAD.3 DETAILSAD.4 DETAILSSouth Burlington, VermontO'Brien Home FarmDuplex Downhill LotDUP1-Building 7 (Balsam-Pine)BalsamElevation - F3PineElevation - F1REVISIONS FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* PAD FOOTING (INTERIOR) 2'-6" x 2'-6" x 1'-0" DEEP NA 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE*F-2.5 SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS 147 NOTE: VERIFY EXTERIOR WALL PER BUILDING1 F-A6.6F1 2 F-A6.6F1 1 F-A5.1 CL COMMONWALL CL COMMONWALL 1/2"30'-0" 7'-6"7'-6"15'-0" 4" 3'-11 1/2"6'-11"11'-6"7'-4" 30'-0 1/2" UP 15 RISERS F-2 W-8 TYP. F-C 2X4 BEARING WALL F-P FURN W.H. F-P F-P F-C 2X4 BEARING WALL F-2 F-2.5 F-2F-2 3050 SH3050 SH3050 SH 6068 SLD 148 148 141 1247'-6" SOFFIT8'-0"54'-0"33'-8"20'-4"54'-0"8'-0"48'-0"6'-0"4"9'-8 1/2"20'-0" 1'-2"8'-4"1'-0"8'-4"1'-2" 30'-0 1/2"8"17'-8"2'-0"8" 8'-0"2'-8" 8" 3'-2 1/4" 3'-9 3/4"7'-9"3'-0" 5 3/4"13'-0"13'-5 1/4"11 1/4" 3'-5 3/4" 2'-3" 3'-4 1/2"8"9'-8"9'-0"8" 5'-8 1/2"4'-0" 4'-1"5'-4 3/4"5'-8 1/2"7'-10"6'-0 1/4"8" 15'-2 1/4"7'-1 3/4" 7'-4 1/2" Patio Unexcavated Unexcavated 8' - 9" CLG Unfinished Basement 148 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A0.6F105/25/18FOUNDATION/ BASEMENT PLAN-F1 O'Brien Brothers AgencyElevation - F1 PINE KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSSCALE:1/4" = 1'-0" (22x34) Foundation/ Basement Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS 1 F-A6.6F1 2 F-A6.6F1 1 F-A5.1 2x6 WALL DN 15 RISERS UP 16 RISERS DN AS REQ'D DN AS REQ'D 3014 TRN2x6 WALL PANTRY 2x6 WALL CL COMMONWALL CL COMMONWALL 2x6 WALL 2x6 WALL 2x6 WALL36"x48" 8'-0" SOFFIT 7'-6" SOFFIT 3-3030 FX ABOVE VAULTED CLG VAULTED CLG VAULTED CLG 2 Car Garage Deck Family Dining Kitchen 9' - 0" CLG W.I.C. 9' - 0" CLG Owners Bath 9' - 0" CLG Owners Suite 7' - 10" CLG Powder 9' - 0" CLG Foyer 9' - 0" CLG O.E.8'-0"54'-0"33'-8"20'-4"9'-2 1/2"3'-2"6'-1"15'-2 1/2"1/2"30'-0" 15'-0"15'-0" 15'-4"14'-8" 7'-6"7'-10"7'-4"7'-4" 3060 SH3060 SH 2030 SH 30682868 210682468 246821068 21068 210682068 210685068 BIFOLD21068 9068 SLD 30'-0 1/2" 6'-0"4'-0" 3'-0" 3'-0" 2'-0" 2'-0" 1/2"10'-0"20'-0" 5'-4"9'-4"5'-4"6'-0"48'-0"54'-0"8'-0"26'-3 1/2"15'-6"6'-2 1/2"5'-4"8"30'-0 1/2"2'-8" 3'-6 1/2" 3'-9 1/2"7'-9 1/2"1'-3" 2'-8" 3'-6"7'-0"7" 2'-2"13'-0 1/2"2'-0" 2'-2" 5'-4 1/2" 1'-8" 5'-3"4'-0"15'-2 1/2"4'-4 1/2"5'-7 1/2"7'-6"2'-10" 1'-6"8'-2" 11'-8"3'-8" 2'-2" 2'-4 1/2"10'-1 1/2" 1'-0 1/2" 4'-8" 4'-3 1/2" 3'-7 1/2" 3'-10 1/2" 2'-4 1/2" 3'-3 1/2" 4'-4 1/2"2'-5 1/2" 132 130130 121 132 132112110150 152 132 141 132 124 124 124 132 132 119 118 117 117 122 103 125 122 132 122 122 104 101 102 108109108 110 150 113 111 111 152 152 117 137 131 131 Porch 2x6 WALL 126126 8070 OGD 8070 OGD 127 128 2x6 WALL www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A1.6F105/25/18MAIN FLOOR PLAN-F1 O'Brien Brothers AgencyElevation - F1 KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSPINE SCALE:1/4" = 1'-0" (22x34) Main Floor Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS 1 F-A6.6F1 2 F-A6.6F1 1 F-A5.1 2x6 WALL DN 16 RISERS 2x6 WALL 32"x60" CL COMMONWALL CL COMMONWALL 3050 SH 3050 SH3050 SH 266826682468 1668 5068 SLD5068 SLD 133 133 133 122 117 141 110 111 150 152 123 122 116 124 8' - 0" CLG Bedroom 3 8' - 0" CLG Bedroom 2 8' - 0" CLG Bath 2 8' - 0" CLG Loft OPEN TO BELOW 5'-5 1/2"2'-4 1/2"13'-10 1/2"6'-0"21'-8 1/2"26'-3 1/2"1'-4"54'-0"30'-0 1/2" 1/2"30'-0" 10'-8"2'-10" 2'-11 1/2" 4'-4 1/2" 2'-8"6'-9"3'-11"3'-3" 3'-3" 1/2"10'-0"13'-6"6'-6" 30'-0 1/2"12'-2 1/2"15'-6"26'-3 1/2"1'-4"54'-0"9 1/2"4'-4"2'-8 1/2"10'-10"3'-2"11'-5"3'-7 1/2"5'-8 1/2"11'-9 1/2"3'-5 1/2" 2'-4 1/2"6'-8" 123 OPEN TO BELOW151 131 7'-0" SOFFITSLOPED CLGFLAT CLG2030 SH2030 FX www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A2.6F105/25/18UPPER FLOOR PLAN-F1 O'Brien Brothers AgencyElevation - F1 KEYNOTES FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSPINE SCALE:1/4" = 1'-0" (22x34) Upper Floor Plan PLAN OPTIONS OPT FINISHED BASEMENT 814 SF Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168 SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 1766 SF CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"CL COMMONWALL CL COMMONWALL 210 218 201 203 204 223 211 224 8'-2"11 AD.2 3 AD.2 3 AD.1 9 AD.2 8 AD.2 10" 12" 10" 12" 215 213 MAIN FLOOR MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" CL CL COMMONWALL FAMILY PLATE 12'-1 1/8"201 203 210 223 9 AD.2 3 AD.1 6 AD.2 7 AD.1 213 MAIN FLOOR MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"FAMILY PLATE 12'-1 1/8"204 203 201 211 210 8 AD.2 3 AD.1 3 AD.2 9 AD.2 4" 12" 7" 12"7" 12" www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 JM JM JM F-A3.6F105/25/18EXTERIOR ELEVATIONS-F1 O'Brien Brothers AgencyElevation - F1 KEYNOTES ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSPINE SCALE:1/4" = 1'-0" (22x34) Front Elevation SCALE:1/8" = 1'-0" (22x34) Rear Elevation SCALE:1/8" = 1'-0" (22x34) Right Elevation FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: *SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: *SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : *SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : *SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION 8' - 9" CLG Bedroom 8' - 9" CLG Bath 8' - 9" CLG Unfinished Basement 8' - 9" CLG Family 2x6 WALL 32"x60" 7'-6" SOFFIT 7'-6" SOFFIT FURN W.H. CL COMMONWALL CL COMMONWALL 10'-11"2'-4 1/2"3'-5 1/2"2'-3 1/2"7'-3"8'-8 1/2"9" 3'-4" 2'-3" 3'-4 1/2"3'-4" 3'-7 1/2"11'-5"26'-3 1/2"9" 3'-4"5'-3"5'-10 1/4" 3'-5 3/4"10'-0"4 1/2"26685068 SLD 2468 206826682668 2868 141 124 122 117 116 110 111 151 150 152 Unexcavated Unexcavated Patio 131 131 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Downhill LotSouth Burlington, VermontMS160442.00 Author Designer Checker F-A4.1.105/25/18FLOOR PLAN OPTIONS O'Brien Brothers AgencyREVISIONSFloor Plan Options PINE SCALE:1/4" = 1'-0" (22x34) Opt. Finished Basement Plan www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM AGN0.1C107/23/18COVER SHEET, SHEET INDEX-C1 SHEET INDEX-C1 AGN0.1C1 COVER SHEET, SHEET INDEX-C1 AGN0.2 GENERAL NOTES BUILDING 1 A0.1C1 FOUNDATION/BASEMENT PLAN-C1 A1.1C1 MAIN FLOOR PLAN-C1 A2.1C1 UPPER FLOOR PLAN-C1 A3.1C1 EXTERIOR ELEVATIONS-C1 A4.1C1 ROOF PLAN-C1 UNIT A A-A0.1C1 FOUNDATION/BASEMENT PLAN-C1 A-A1.1C1 MAIN FLOOR PLAN-C1 A-A2.1C1 UPPER FLOOR PLAN-C1 A-A3.1C1 EXTERIOR ELEVATIONS-C1 A-A4.2.1 OPT. COVERED DECK A-A5.1 STAIR SECTIONS A-A6.1C1 BUILDING SECTIONS-C1 A-E0.1C1 BASEMENT ELECTRICAL PLAN-C1 A-E1.1C1 MAIN FLOOR ELECTRICAL PLAN-C1 A-E2.1C1 UPPER FLOOR ELECTRICAL PLAN-C1 UNIT B B-A0.1C1 FOUNDATION/BASEMENT PLAN-C1 B-A1.1C1 MAIN FLOOR PLAN-C1 B-A2.1C1 UPPER FLOOR PLAN-C1 B-A3.1C1 EXTERIOR ELEVATIONS-C1 B-A4.2.1 OPT. COVERED DECK B-A5.1 STAIR SECTIONS B-A6.1C1 BUILDING SECTIONS-C1 B-E0.1C1 BASEMENT ELECTRICAL PLAN-C1 B-E1.1C1 MAIN FLOOR ELECTRICAL PLAN-C1 B-E2.1C1 UPPER FLOOR ELECTRICAL PLAN-C1 STRUCTURAL A-S0.1C1 MAIN FLOOR FRAMING PLAN-C1 A-S1.1C1 UPPER FLOOR FRAMING PLAN-C1 A-S2.1C1 ROOF FRAMING PLAN-C1 B-S0.1C1 MAIN FLOOR FRAMING PLAN-C1 B-S1.1C1 UPPER FLOOR FRAMING PLAN-C1 B-S2.1C1 ROOF FRAMING PLAN-C1 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS South Burlington, Vermont O'Brien Home Farm Duplex Uphill Lot Building 1 (Birch & Maple) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM AGN0.1C107/23/18COVER SHEET, SHEET INDEX-C1 BUILDING 1 Square Footages-Birch-C1 BASMENT 102 SF MAIN FLOOR LIVING 893 SF UPPER FLOOR LIVING 776 SF TOTAL 1771 SF Square Footages-Maple-C1 BASEMENT 89 SF MAIN FLOOR LIVING 958 SF UPPER FLOOR LIVING 806 SF TOTAL 1853 SF Birch Elevation - C1 (Shingle) Maple Elevation - C1 (Shingle)REVISIONSREVISIONS FD 8' - 9" CLG Unfinished Basement SUMP. WH FURN.210684068 SLD21068 16070 OGD 4040 SLD 17'-4"6'-8" 6'-6" 6'-6" 2'-0" 13'-0"11'-0" 1/2"21'-2"15'-2"8'-0"9'-0"13'-8"UP 12 RISERS26'-0 1/2" 1 A-A6.1C1 2 A-A6.1C1 CL COMMONWALL CL COMMONWALL 8' - 9" CLG O.E. 122124 126 128 125 147 147 132 8"8'-4"6'-2"21'-2"8" 4 1/2" 3'-7 1/2" 2'-11" 3'-9 1/2" 2'-4 1/2" 10'-3"8" 16'-6" 2'-3" 3'-11" 1468'-0"22'-8"9'-8"4'-0"26'-0 1/2" 2 Car Garage 12744'-4"44'-4"UP 2x6 WALL F-C 2X6 BEARING WALL 6'-8"19'-4" 1/2" 1'-9" 4'-0" 11" 9'-9"9'-7" W-8 TYP. F-2 F-C 2X6 BEARING WALL F-PF-PF-P 2'-8"2'-8"STEP FTG UP STEP FTG UP CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8" 9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM A-A0.1C107/23/18FOUNDATION/BASEMENT PLAN-C1 SCALE:1/4" = 1'-0" Foundation/Basement Plan BIRCHElevation - C1 REVISIONSKEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 9' - 0" CLG Pwd. 9' - 0" CLG Family 9' - 0" CLG Dining 9' - 0" CLG Kitchen210682468 6068 SLD 28683068 3060 SH3060 SH 2040 FX2040 SH 2040 SH2040 SH2040 SH3060 SH 3060 SH 4'-6" 9'-1" 6'-0" 7 1/2" 26'-0 1/2" 3'-9 1/2"20'-2 1/2"2'-2"3'-4"3'-2"9'-0"10'-2"3'-6"1'-0"8'-8"2'-4"1'-8"4'-9" 4'-3"8'-0"22'-8"9'-8"4'-0"1'-6"11" 12'-8" 1'-7" 9'-4 1/2" 8" 10'-2" 2'-5 1/2" 3'-6" 3'-2" 1'-8" 5'-0" 2'-0" 1'-10" 1'-10" 7'-0" 4'-2" 2'-6"8'-0"37'-10"1'-9" 1'-9"DN 4RISERSDN 5 RISERS DN 12 RISERS UP 16 RISERS9' - 0" CLG Laundry 7'-8" SOFFIT 8'-0" SOFFIT 2868 1'-9" 4'-0"20'-3"1/2" 2668 2'-0" 13'-0"11'-0" 1/2"3020 TRN. ABV.6010 TRN. ABV. DN AS REQ. 1 A-A6.1C1 2 A-A6.1C1 1 A-A5.1 2 A-A5.1 CL COMMONWALL CL COMMONWALL 6'-8" 5'-8"13'-8" Foyer Deck 109108 104 109108 103 101 102 108118119 122 124 107 108 132 121 4'-11 1/2" 2'-7" 8" 15'-2" 7 1/2" 1'-0 1/2" 3'-7 1/2" 4 1/2" 2'-6" 3 1/2" 2'-11 1/2" 4" 4'-11 1/2" 6'-6" 1'-5" 130 6'-4 1/2"2'-0 1/2"7"3'-7 1/2"8"5'-8 1/2"3'-8"1'-7"6'-2"1'-8"3'-5"10"1'-6"132 TEMP45'-10"45'-10"2x6 WALL2x6 WALL137 137 2x6 WALL 131 131 131 2x6 WALL6'-6" H.H.@ LANDINGTEMP.7'-0" H.H.@ FOYERTEMP150 152 112 110 26'-0 1/2" 153FULL HEIGHT STUD WALL OR CAP @ TOP OF FOUNDATION.9'-0"4'-6"154 154 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 9' - 0" CLG Family 9' - 0" CLG Dining 2'-2" 7'-0" 3'-5 1/2" 1'-7" 135 GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM A-A1.1C107/23/18MAIN FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Main Floor Plan Elevation - C1 REVISIONSBIRCH SCALE:1/4" = 1'-0" Optional Fireplace Partial Main Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 8' - 0" CLG Bedroom 2 8' - 0" CLG Bedroom 3 8' - 0" CLG Bath 2 8' - 0" CLG W.I.C. 8' - 0" CLG Owner’s Suite8' - 0" CLG Owner’s Bath 8' - 0" CLG Loft2668 26684068 SLD4068 SLD2468 246826682468 24684040 SLD 4040 SLD 3050 SH 3050 SH 2040 FX 2040 FX 5'-7 1/2" 5'-7"5'-2 1/2" 5'-2 1/2" 2'-0" 11'-2 1/2" 2'-4 1/2" 10'-5" 1/2"1'-9"5'-1"5'-1"2'-2 1/2"3'-6 1/2" 6'-4 1/2" 3'-3 1/2" 14'-1 1/2"11'-0"1'-6" 13'-2 1/2"25'-1 1/2"2'-6" 2'-2" 5'-10" 6'-8" 1'-2" 12'-6" 3'-10" 1'-10" 6'-8" 5'-8"13'-8" 1/2"14'-10 1/2" 4'-10 1/2" 9'-1"11'-0"39'-10"39'-10"2040 FX 2040 FX 2040 FX 26'-0 1/2" 4'-8"DN 16 RISERS1 A-A6.1C1 2 A-A6.1C1 1 A-A5.1 2 A-A5.1 CL COMMONWALL CL COMMONWALLOPEN TO BELOW122 122 111 110 116 113 111 111 110 122 122 124 133133 5'-0" 2'-4" 9'-2" 1'-9 1/2" 5'-3 1/2" 5" 2'-5 1/2"4'-4 1/2" 5'-0" 7'-6"5'-9"5'-3"3'-1"3'-2"2'-10"4'-10 1/2"3'-11"6'-1"3'-11 1/2"133 133 26'-0 1/2" 117141 32"x60" 36"x48"3'-5 1/2"123 152 151 152 151 152 150 153 150 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM A-A2.1C107/23/18UPPER FLOOR PLAN-C1SCALE:1/4" = 1'-0" Upper Floor Plan Elevation - C1 REVISIONSBIRCH KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"10" 12" 10" 12" 6" 12" L COMMONWALLC L COMMONWALLC 204 213 217 213 203 201 223 210 223 215 9 AD.2 8 AD.2 3 AD.1 3 AD.2 11 AD.2 4 AD.1 10'-3"PORCH STOOP 11'-0"3'-10 1/2"PORCH PLATE PRECAST COLUMN, PER MANUFACTURERS SPECS 213 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 201 203 215 223210 9 AD.2 3 AD.1 5 AD.2 1 AD.2 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"6" 12"6" 12" 6" 12" 203 223 211 201 207 213 217 223 3 AD.1 8 AD.2 9 AD.2 1 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM A-A3.1C107/23/18EXTERIOR ELEVATIONS-C1 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C1 SCALE:1/8" = 1'-0" Left Elevation REVISIONSBIRCH KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 204 214 207 214 203 201 223 210 223 211 213 215 8 AD.2 9 AD.2 3 AD.1 3 AD.2 11 AD.2 PORCH STOOP11'-0"3'-10 1/2"PORCH PLATE PRECAST COLUMN, PER MANUFACTURERS SPECS 215 213 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"L COMMONWALLC L COMMONWALLC 201 203 215 223210 9 AD.2 3 AD.1 5 AD.2 1 AD.2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"6" 12" 6" 12" 6" 12" 203 223 211 201 204 214 207 215 3 AD.1 8 AD.2 1 AD.2 9 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM A-A3.1C207/23/18EXTERIOR ELEVATIONS-C2 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C2 SCALE:1/8" = 1'-0" Left Elevation REVISIONSBIRCH KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM AGN0.1C207/23/18COVER SHEET, SHEET INDEX-C2 SHEET INDEX-C2 AGN0.1C2 COVER SHEET, SHEET INDEX-C2 AGN0.2 GENERAL NOTES BUILDING 2 A0.1C2 FOUNDATION/BASEMENT PLAN-C2 A1.1C2 MAIN FLOOR PLAN-C2 A2.1C2 UPPER FLOOR PLAN-C2 A3.1C2 EXTERIOR ELEVATIONS-C2 A4.1C2 ROOF PLAN-C2 UNIT A A-A0.1C2 FOUNDATION/BASEMENT PLAN-C2 A-A1.1C2 MAIN FLOOR PLAN-C2 A-A2.1C2 UPPER FLOOR PLAN-C2 A-A3.1C2 EXTERIOR ELEVATIONS-C2 A-A4.2.1 OPT. COVERED DECK A-A5.1 STAIR SECTIONS A-A6.1C2 BUILDING SECTIONS-C2 A-E0.1C2 BASEMENT ELECTRICAL PLAN-C2 A-E1.1C2 MAIN FLOOR ELECTRICAL PLAN-C2 A-E2.1C2 UPPER FLOOR ELECTRICAL PLAN-C2 UNIT B B-A0.1C2 FOUNDATION/BASEMENT PLAN-C2 B-A1.1C2 MAIN FLOOR PLAN-C2 B-A2.1C2 UPPER FLOOR PLAN-C2 B-A3.1C2 EXTERIOR ELEVATIONS-C2 B-A4.2.1 OPT. COVERED DECK B-A5.1 STAIR SECTIONS B-A6.1C2 BUILDING SECTIONS-C2 B-E0.1C2 BASEMENT ELECTRICAL PLAN-C2 B-E1.1C2 MAIN FLOOR ELECTRICAL PLAN-C2 B-E2.1C2 UPPER FLOOR ELECTRICAL PLAN-C2 STRUCTURAL A-S0.1C2 MAIN FLOOR FRAMING PLAN-C2 A-S1.1C2 UPPER FLOOR FRAMING PLAN-C2 A-S2.1C2 ROOF FRAMING PLAN-C2 B-S0.1C2 MAIN FLOOR FRAMING PLAN-C2 B-S1.1C2 UPPER FLOOR FRAMING PLAN-C2 B-S2.1C2 ROOF FRAMING PLAN-C2 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS Square Footages-Birch-C2 BASEMENT 102 SF MAIN FLOOR LIVING 910 SF UPPER FLOOR LIVING 783 SF TOTAL 1795 SF Square Footages-Maple-C2 BASEMENT 89 SF MAIN FLOOR LIVING 958 SF UPPER FLOOR LIVING 813 SF TOTAL 1860 SF BUILDING 2 South Burlington, Vermont O'Brien Home Farm Duplex Uphill Lot Building 2 (Birch & Maple) Birch Elevation - C2 (Shingle) Maple Elevation - C2 (Shingle)REVISIONS FD 8' - 9" CLG Unfinished Basement FURN.WH 8070 OGD 8070 OGD 21068 4040 SLD 6'-10" 6'-10" 1/2" 13'-8"10'-4" 2'-0" 4'-8" 5'-8"15'-10"8'-2"2'-8"26'-0 1/2"10'-3 1/2"4'-4"8'-0"UP 11RISERS2 B-A6.1C1 1 B-A6.1C1 2 B-A5.1 CL COMMONWALL CL COMMONWALL SUMP. 8' - 9" CLG O.E. 26'-0 1/2"3'-4"124 126 126 122 125 147 147 210684068 SLD8"8'-1"5'-10 1/2"26'-0 1/2"11'-10" 2'-8" 4'-10" 3'-7 1/2" 4 1/2" 8" 127 128 132 146 1/2" 19'-0"7'-0" 26'-0 1/2"6'-0"11'-0"24'-0"2'-4"8'-0"11'-10" 6'-5 1/2" 4'-8" 4 1/2" 8" 2 Car Garage51'-4"51'-4"UP2x6 WALLF-C 2x6 WALL BEARING 4'-11 1/2" 9'-3" 4'-9 1/2" 1'-6" 4'-0" 1'-6" 7'-4" W-8 TYP. F-PF-PF-P 2'-8"2'-8"STEP FTG UP STEP FTG UP CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8" 9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM B-A0.1C107/23/18FOUNDATION/BASEMENT PLAN-C1 SCALE:1/4" = 1'-0" Foundation/Basement Plan MAPLEElevation - C1 REVISIONSKEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 339' - 0" CLG Study 9' - 0" CLG Pwd 9' - 0" CLG Kitchen 9' - 0" CLG Dining 9' - 0" CLG Family 8'-0" SOFFIT 7'-8" SOFFIT 2106820686068 SLD 3060 SH 3060 SH 2040 SH2040 SH3060 SH 3060 SH 4'-4" 4'-8"4'-8" 5'-8" 2'-6" 9'-0" 2'-2"306811'-8"2'-8"10'-0"2'-0"13'-4"1'-0"8'-0"40'-8"1'-0"1'-8"3'-6"4'-0"2'-6"1'-6"1'-6"8'-0"2'-4"24'-0"11'-0"6'-0"3'-2" 3'-6" 6'-2" 6'-2" 1/2" 20'-6"4'-0" 1'-6" DN 5 RISERS DN 11 RISERSDN 4 RISERSUP 16RISERS1/2" 13'-8"10'-4" 2'-0" 26'-0 1/2"3020 TRN. ABV6010 TRN. ABV 2 B-A6.1C1 1 B-A6.1C1 1 B-A5.1 2 B-A5.1 DN AS REQ. CL COMMONWALL CL COMMONWALL 3'-6" 12'-4" 3'-2" 7'-0"1'-8"4'-4"10'-0"1'-0"3 1/2"3'-0"10'-2"10'-6 1/2"Deck Foyer 101 102 108 104 109 108 109 108 103 107 112 110 122 108 8'-0"16'-0" 7 1/2" 12'-1 1/2" 1'-3 1/2" 5'-3 1/2" 3'-7 1/2" 1'-0 1/2" 12'-4" 4" 6'-8" 3'-7 1/2" 1'-0 1/2" 7 1/2" 11'-3" 5'-5 1/2" 2'-0" 6'-8"3'-5"9'-5 1/2"1'-5 1/2"8"3'-9 1/2"3'-11"3'-7 1/2"2'-8"12'-8"3'-4"7'-4 1/2"2'-6"6'-4 1/2"8'-2 1/2"12'-4" 3'-4 1/2" 3'-4" 3 1/2" 3'-7 1/2" 1'-0 1/2" 130 124 2068 TEMP51'-4"137 1372x6 WALL2x6 WALL 131 131 2040 SHTEMP6'-6" H.H.@ LANDINGTEMP7'-0" H.H.@ FOYER7'-0" H.H.@ FOYER124 133132 150152 26'-0 1/2"51'-4"124 153 1'-8" 3'-8" 1'-8" 5 1/2"FULL HEIGHT STUD WALL OR CAP @ TOP OF FOUNDATION9'-0"5'-3 1/2"154154 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 9' - 0" CLG Family Foyer Porch 3'-5" 4'-0 1/2"4'-6"3'-10"135 135 1'-10 1/2" 1'-11" 9'-0"7'-5"3'-1 1/2"9' - 0" CLG Study3-SIDEDGENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM B-A1.1C107/23/18MAIN FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Main Floor Plan Elevation - C1 REVISIONSMAPLE SCALE:1/4" = 1'-0" Optional Fireplace Partial Main Floor Plan SCALE:1/4" = 1'-0" Optional 3-Sided Fireplace/Study Partial Main Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 8' - 0" CLG Bedroom 2 8' - 0" CLG Bedroom 3 8' - 0" CLG Bath 2 8' - 0" CLG Laundry 8' - 0" CLG W.I.C. 8' - 0" CLG Owner’s Suite 8' - 0" CLGOwner’s Bath266826685068 SLD5068 SLD 16682868 2468 26682468 24682068 4040 SLD 2020 FX 3050 SH2020 FX 2020 FX 6'-10" 3'-10 1/2" 10'-8 1/2" 2'-11 1/2" 1/2" 13'-8"10'-4" 2'-0" 2'-4" 4'-8" 3'-4"12'-8 1/2"2'-4 1/2"5'-10 1/2"6'-7 1/2"3'-2"6'-5 1/2"3'-5 1/2"40'-8"2'-8"2'-10 1/2"8'-2 1/2"8'-0"5'-4 1/2"11'-1"2'-8"13'-10 1/2"24'-5 1/2"2'-4"2'-2" 2'-6" 8 1/2" 3'-8 1/2" 2'-8" 2'-7" 5'-3" 4'-5" 7'-1"12'-3" 4'-8" 2'-0" 1/2" 19'-0"7'-0"1'-10"3'-10"2'-4"2040 FX2040 FX3050 SH3050 SH3050 SH 3050 SH3'-0"10'-10 1/2"DN 16 RISERS 26'-0 1/2" 2 B-A6.1C1 1 B-A6.1C1 1 B-A5.1 2 B-A5.1 43'-4"43'-4"CL COMMONWALL CL COMMONWALL 116 110 111111 110 111 111 113 122 122 122 118 107 119 122 122 2'-9 1/2" 4'-3 1/2" 2'-4" 9" 4'-2" 5'-0" 4'-8" 7'-5" 1'-8 1/2" 4'-4 1/2" 10'-6" 117 3'-7"4'-5"124 36"x48" 133 133 26'-0 1/2" 141 32"x60" 2x6 WALL 13'-1"11 1/2"1'-0 1/2"16'-5"9'-2"8 1/2" 133 123 152 150 151 152 152 151 150 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM B-A2.1C107/23/18UPPER FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Upper Floor Plan Elevation - C1 REVISIONSMAPLE KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 203 207 213 214 207 201 223210 9 AD.2 3 AD.1 3 AD.2 11 AD.2 PORCH STOOP PORCH PLATE 10'-0"3'-10 1/2"214 9'-3"PRECAST COLUMN, PER MANUFACTUERERS SPECS 213 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"10" 12" 10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 203 201 223 210 9 AD.2 3 AD.1 1 AD.2 5 AD.2 223 211 8 AD.2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"6" 12"6" 12" 6" 12" 6" 12" 10" 12" 203 201 214 223 211 223 210 3 AD.1 9 AD.2 1 AD.2 8 AD.2 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM B-A3.1C107/23/18EXTERIOR ELEVATIONS-C1 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C1 SCALE:1/8" = 1'-0" Right Elevation REVISIONSMAPLE KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"L COMMONWALLC L COMMONWALLC 203 201 207 223 210 213 207 3 AD.1 9 AD.2 3 AD.2 204 11 AD.2 207 214 PORCH STOOP PORCH PLATE 10'-0"3'-10 1/2"213 PRECAST COLUMN, PER MANUFACTURERS SPECS 213 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 203 9 AD.2 1 AD.2 5 AD.2 201 223 3 AD.1 223 8 AD.2 211 210 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"6" 12"6" 12" 6" 12" 6" 12" 5" 12" 203 201 214 223 211 213 207 3 AD.1 8 AD.2 1 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Duplex Uphill LotSouth Burlington, VermontMS160443.00 JS JM JM B-A3.1C207/23/18EXTERIOR ELEVATIONS-C2 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C2 SCALE:1/8" = 1'-0" Right Elevation REVISIONSMAPLE KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM AGN0.109/01/17COVER SHEET, SHEET INDEX O'Brien Brothers AgencyRanch-Trillium Farmhouse Elevation - A Ranch-Trillium Craftsman Elevation - B SHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES RANCH ELEVATION A A0.1A FOUNDATION/BASEMENT PLAN-A A1.1A MAIN FLOOR PLAN-A A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A A4.2.1A OPT. WALKOUT BASEMENT - A A4.3.1A OPT. COVERED DECK - A A6.1A BUILDING SECTIONS-A 2 STORY ELEVATION A A0.1A2 OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-A A1.1A2 OPT UPPER FLOOR MAIN FLOOR PLAN-A A2.1A2 OPT UPPER FLOOR UPPER FLOOR PLAN-A A3.1A2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A A6.1A2 BUILDING SECTIONS-A RANCH ELEVATION B A0.1B FOUNDATION/BASEMENT PLAN-B A1.1B MAIN FLOOR PLAN-B A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B A6.1B BUILDING SECTIONS-B 2 STORY ELEVATION D A0.1D2 OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-D A1.1D2 OPT UPPER FLOOR MAIN FLOOR PLAN-D A2.1D2 OPT UPPER FLOOR UPPER FLOOR PLAN-D A3.1D2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-D A6.1D2 BUILDING SECTION-D ALL ELEVATIONS A4.1.1 OPT. FINISHED BASEMENT A4.1.2 OPT. FLOOR PLANS A5.1 STAIR SECTION ELECTRICAL E0.1A BASEMENT ELECTRICAL PLAN-A E1.1A MAIN FLOOR ELECTRICAL PLAN-A E0.1A2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN E1.1A2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN E2.1A2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-A E0.1B BASEMENT ELECTRICAL PLAN-B E1.1B MAIN FLOOR ELECTRICAL PLAN-B E0.1D2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-D E1.1D2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-D E2.1D2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-D E4.1.1 OPT. FINISHED BASEMENT ELECTRICAL STRUCTURE S0.1A MAIN FLOOR FRAMING PLAN-A S1.1A ROOF FRAMING PLAN-A S0.1A2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-A S1.1A2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-A S2.1A2 OPT UPPER FLOOR ROOF FRAMING PLAN-A S0.1B MAIN FLOOR FRAMING PLAN-B S1.1B ROOF FRAMING PLAN-B S0.1D2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-D S1.1D2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-D S2.1D2 OPT UPPER FLOOR ROOF FRAMING PLAN-D DETAILS AD.2 DETAILS AD.1 DETAILS AD.3 DETAILS South Burlington, Vermont O'Brien Home Farm Single Family Downhill Lot Trillium Square Footages-Ranch A Elevation A MAIN FLOOR LIVING 1630 SF TOTAL LIVING 1630 SF PLAN OPTIONS OPT. FINISHED BASEMENT 851 SF Square Footages-Ranch B Elevation B MAIN FLOOR LIVING 1630 SF TOTAL LIVING 1630 SF PLAN OPTIONS OPT. FINISHED BASEMENT 851 SF TRILLIUMREVISIONS FD 20'-9 1/2"7'-0"28'-2 1/2"8' - 9" CLG Storage2'-0"56'-0"6'-0"5'-6"5'-6" 39'-0"2'-0"35'-8"22'-4"4'-0"8' - 9" CLG Unfinished Basement Unexcavated 1 A5.1 1 A6.1A 2 A6.1A 8"12'-8"5'-8" 8" 1'-2"16'-4"1'-10" SUMP WH FURN 11'-0"14'-0"14'-0" 4040 SLD 4040 SLD 8"7'-0"7'-0"8" 7'-0"7'-0"7'-0"8" 4'-5 1/4"8'-8 1/4"3'-8"3'-5 3/4" 6'-2 1/2"13'-2 1/4"8"8'-0"64'-0"19'-8"19'-4" 39'-0"64'-0"9'-0"147 147 146 146 OPT WASHER/DRYER LOCATION OPT. OWNERS BATH CANTILEVERED F-2F-2F-2 F-P F-P F-P BEARING WALL F-C F-C 8" 6'-0"6'-4"6'-0" 8" 8"13'-2 1/2"11'-5 1/4"6'-6"6'-6 1/4" 8" 8" 4 1/2" 3'-4" 4 1/2" 5'-3 1/2" 10" 4'-9 1/2" 3'-0" 4"19'-4"8" F-2 F-2 W-8 TYPICAL UP 15 RISERS 124 2x6 BEARING WALL 8'-0"148 148 148 148 148 148 7'-6" SOFFIT 131 148 148 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A0.1A09/01/17FOUNDATION/BASEMENT PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Foundation/Basement Plan Elevation - A TRILLIUM KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 139 2X4 LOW WALL 36" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONS CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 9' - 0" CLG Owners Suite 9' - 0" CLG Dining 9' - 0" CLG Kitchen 9' - 0" CLG Family 9' - 0" CLG Owners Bath 9' - 0" CLG W.I.C. 9' - 0" CLG Laundry 9' - 0" CLG O.E. 9' - 0" CLG Foyer 9' - 0" CLG Bath 2 Porch 2106821068 21068 PKT210682468 206821068 210682468 210686068 SLD2068 4068 SLD 24682068306816080 OGD 3060 SH 3060 SH 3060 SH 3060 SH3060 SH 3060 SH3060 SH 4040 FX3060 SH 3060 SH 5'-6" 5'-6" 11'-0"14'-0"14'-0" 39'-0"3'-6"3'-6"8" 5'-4" 11'-11 1/2" 2'-4 1/2" 5'-4 1/2" 1'-1" 7'-0" 5'-1"23'-1 1/2"8'-10 1/2" 6'-8" 4'-4 1/2"15'-9"2'-0"35'-8"22'-4"4'-0"3'-6" 6'-4" 3'-6" 2'-10" 2'-10" 10'-0"10'-0" 7'-0" 7'-0" Deck 1 A5.1 1 A6.1A 2 A6.1A D.Z.STORAGE9' - 0" CLG Bedroom 2 21068 9' - 0" CLG Foyer 2 Car Garage 2668 DN AS REQ DN AS REQ OPT.2'-0"56'-0"6'-0"6010 TRN ABV.3010 FX TRANS ABV. 8" 5'-8" 8" 5'-8" 8" 5'-8" 8" 19'-8"19'-4" 39'-0"64'-0"64'-0"13'-4" 5'-8"20'-0" 7'-0" 7'-0" 8" 2868 3'-4"8"4'-0"4'-0"6'-1 1/2"7'-6"4'-0"2'-7"3'-4"3'-8"8"1'-10"2'-6"3'-10"4'-11 1/2"7'-0"4'-8 1/2"7'-0"3'-7"6 1/2"3'-7"4"2'-9"4"4'-0 1/2"4"8"13'-1 1/2"9'-0"7'-11"2'-6 1/2"2'-11 1/2" 3'-6" 3'-0" 15'-9" 5'-9 1/2" 3'-0 1/2" 4'-4" 5'-8"20'-2" 3'-3 1/2" 5'-6 1/2" 1'-9" 2'-7" 4" 5'-0" 4" 6'-7 1/2" 5'-6 1/2" 8'-0" 2'-9" 2'-4" 5'-9 1/2" 7'-11 1/2" 3'-10" 2'-1 1/2" 8" 3'-6"2'-0 1/2" 3'-10" 4'-2" 8'-1"15'-7"1'-9 1/2"3'-6" 10'-0 1/2" 130 130 127 128 126 117 122 122 109 108 119118 122 122 117 110 111 111 113 36"x48" 135 107 107 103108 109 101 102 108 108109 108109 104 138 122 111110 116 32"x60" 125 121 133 PANTRY DN 15 RISERS 124 4'-4 1/2" 4 1/2" 5'-10" 8"8'-0"1'-6" 2x6 WALL 2x6 WALL 2x4 WALL 2x4 WALL 2x4 WALL2x6 WALL2x6 WALL2x6 WALL2'-4"2'-9"2x6 WALL123 130 150 152 152 150 151 152 8'-0" SOFFIT 131 GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A1.1A09/01/17MAIN FLOOR PLAN-A O'Brien Brothers AgencyElevation - A SCALE: 1/4" = 1'-0" (22x34) Main Floor Plan TRILLIUM KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 139 2X4 LOW WALL 36" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONS CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"DORMER PLATE 10" 12" 10" 12"14'-6"203 215 213 210 201 223 205 8'-3"10 AD.2 (2) 2026 FX BLACKOUT @ 13'-6" H.H. 3 AD.1 3 AD.2 211 2030 FX BLACKOUT @ 17'-4" H.H. AD.3 3 SIM 207 8 AD.2 215 RAISED HEEL MAIN FLOOR MAIN PLATE 8'-8" 11 1/2" 9'-1 1/8" T.O.F. BASEMENT FLOOR 210 203 3 AD.1 9 AD.2 1 AD.2 5 AD.2 201 RAISED HEEL 5'-4"MAIN FLOOR MAIN PLATE 9'-1 1/8"11 1/2"8'-8"T.O.F. BASEMENT FLOOR 6" 12" 6" 12" 4" 12" DORMER PLATE 14'-6"215 211 203 223 201 8'-3"1 AD.2 3 AD.1 8 AD.2 3 AD.2 RAISED HEEL MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR 9'-1 1/8"11 1/2"8'-8"6" 12" 6" 12" 215203 211 201 223 8'-3"1 AD.2 3 AD.1 8 AD.2 RAISED HEEL 6" / 12"4" / 12"6" / 12"1'-0"EAVETYP.RAKE TYP. 5'-11 1/2" 8'-0" 5'-11 1/2" 10" / 12"10" / 12"1'-0"6" / 12"6" GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A3.1A09/01/17EXTERIOR ELEVATIONS & ROOF PLAN-A O'Brien Brothers AgencyElevation - A SCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan TRILLIUM KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 219 12"x48" SHUTTERS 220 18"x60" SHUTTERS 221 18"x72" SHUTTERS 223 5/4x6 FRIEZE TRIM.REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION A) Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENTED MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2229 SF 1070 in² 2140 in² 535 in² 642 in² 428 in² 535 in² MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"DORMER PLATE 4'-0"15'-6"6" 12" 6" 12" 6" 12" 6" 12" 6" 12" 6" 12" 208 203 209 223 201 211 215 3 AD.1 4 AD.2 7 AD.2 2 AD.2 10 AD.2 (3) 2020 FX BLACKOUT @ 14'-9" H.H. 205 8 AD.2 4 AD.1218 8'-4"207 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"6" 12" 6" 12" 203 210 201 3 AD.1 1 AD.2 9 AD.2 5 AD.2 RAISED HEEL 5'-4"MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"4'-0"6" 12" 4" 12" 6" 12" 209 208 210 203 223 211 1 AD.2 3 AD.1 8 AD.2 3 AD.2 9 AD.2 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR 9'-1 1/8"11 1/2"8'-8"4'-0"6" 12" 6" 12" 4" 12" 208 203 209 223 211 210 201 1 AD.2 3 AD.1 8 AD.2 9 AD.2 6" / 12"4" / 12"6" / 12"6" / 12" 6" / 12"6" / 12"6" / 12"EAVETYP.RAKE TYP.1'-0"12'-6" 7'-4" 19'-2" 6" / 12"6" / 12"6" / 12"CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A3.1B09/01/17EXTERIOR ELEVATIONS & ROOF PLAN-B O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan Elevation - B TRILLIUM KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 219 12"x48" SHUTTERS 220 18"x60" SHUTTERS 221 18"x72" SHUTTERS 223 5/4x6 FRIEZE TRIM.REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION B) Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2120 SF 1018 in² 2035 in² 509 in² 611 in² 407 in² 509 in² FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. WH 5068 SLD 210682068 21068 8' - 9" CLG Bath 3 8' - 9" CLG Bedroom 3 8' - 9" CLG Family SUMP WH FURN 2868 8' - 9" CLG Storage Unexcavated 8' - 9" CLG Unfinished BasementUP 15 RISERS 13'-8" 1'-2" 5'-1" 2'-4 1/2" 12'-4" 4 1/2" 8"4'-11 1/2" 2'-0 1/2"27'-2"4 1/2" 8"8"4 1/2"6'-8 1/2"3'-10 1/2"2'-4 1/2"6'-2 1/2"4'-1 1/2" 3'-4" 5'-10" 8" 12'-8" 4 1/2" 8" 8" 4 1/2" 4'-5" 4'-7" 8'-10" 6'-3 1/2" 13'-2" 8" 8" 4 1/2" 12'-6" 8" 10'-11 1/2" 4'-1 1/2" 5'-10" 2'-10" 4 1/2" 8" 117 111 110 116 32"x60" 122 131 131 131 131 131 OPT WASHER/DRYER LOCATION 7'-6" SOFFIT 7'-6" SOFFIT 7'-6" SOFFIT 7'-6" SOFFIT 7'-6" SOFFIT 2x6 WALL 151 150 152 BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A4.1.109/01/17OPT. FINISHED BASEMENT O'Brien Brothers AgencyOptional Finished Basement TRILLIUM/ASTER SCALE: 1/4" = 1'-0" (22x34) Finished Basement Plan REVISIONS CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 5'-6"5'-6" 8"7'-0"7'-0"8" 39'-0"4'-0"4'-0"7'-0"7'-0"8'-0"6068 SLD3050 SH 3050 SH 3050 SH3050 SH 3050 SH 3050 SH 3050 SH Patio 8' - 9" CLG Unfinished Basement 11'-0"14'-0"14'-0" 7'-2"6'-10" WP/GFI F-P F-P F-P MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR 9'-1 1/8"11 1/2"8'-8"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 203 6 AD.2 BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION 9' - 0" CLG Owners Suite 9' - 0" CLG Dining 9' - 0" CLG Family Covered Deck 137 WP/GFI www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A4.2.1A09/01/17OPT. WALKOUT BASEMENT - A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Partial Foundation/ Basement Plan SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation Elevation - A Optional Walkout Basement All Elevations Similar TRILLIUM SCALE: 1/4" = 1'-0" (22x34) Partial Main Floor Plan REVISIONS www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM AGN0.109/01/17COVER SHEET, SHEET INDEX O'Brien Brothers AgencyRanch-Lupine Farmhouse Elevation - A Ranch-Lupine Craftsman Elevation - B SHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES RANCH ELEVATION-A A0.1A FOUNDATION/BASEMENT PLAN-A A1.1A MAIN FLOOR PLAN-A A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A A4.2.1A OPT WALKOUT BASEMENT-A A4.3.1A OPT COVERED DECK-A A6.1A BUILDING SECTIONS-A 2-STORY ELEVATION-A A0.1A2 OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-A A1.1A2 OPT UPPER FLOOR MAIN FLOOR PLAN-A A2.1A2 OPT UPPER FLOOR UPPER FLOOR PLAN-A A3.1A2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A A4.3.1A2 OPT UPPER FLOOR - OPT COVERED DECK-A A6.1A2 OPTIONAL UPPER FLOOR BUILDING SECTION-A RANCH ELEVATION-B A0.1B FOUNDATION/BASEMENT PLAN-B A1.1B MAIN FLOOR PLAN-B A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B A4.3.1B OPT COVERED DECK-B A6.1B BUILDING SECTION-B 2-STORY ELEVATION-B A0.1B2 OPT UPPER FLOOR FOUDATION/BASEMENT PLAN-B A1.1B2 OPT UPPER FLOOR MAIN FLOOR PLAN-B A2.1B2 OPT UPPER FLOOR UPPER FLOOR PLAN-B A3.1B2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-B A4.3.1B2 OPT UPPER FLOOR - OPT COVERED DECK-B A6.1B2 OPT UPPER FLOOR BUILDING SECTION-B ALL ELEVATIONS A4.1.1 OPT FINISHED BASEMENT A4.1.2 PLAN OPTIONS A5.1 STAIR SECTIONS ELECTRICAL E0.1A BASEMENT ELECTRICAL PLAN-A E1.1A MAIN FLOOR ELECTRICAL PLAN-A E0.1A2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN - A E1.1A2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-A E2.1A2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-A E0.1B MAIN FLOOR ELECTRICAL PLAN-B E1.1B MAIN FLOOR ELECTRICAL PLAN-B E0.1B2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-B E1.1B2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-B E2.1B2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-B E4.1.1 OPT FINISHED BASEMENT ELECTRICAL PLAN STRUCTURE S0.1A MAIN FLOOR FRAMING PLAN-A S1.1A ROOF FRAMING PLAN-A S0.1A2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-A S1.1A2 OPT UPPER FLOOR FRAMING PLAN-A S2.1A2 OPT UPPER FLOOR ROOF FRAMING PLAN-A S0.1B MAIN FLOOR FRAMING PLAN-B S1.1B ROOF FRAMING PLAN-B S0.1B2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-B S1.1B2 OPT UPPER FLOOR FRAMING PLAN-B S2.1B2 OPT UPPER FLOOR ROOF FRAMING PLAN-B DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS Square Footages-Ranch A ELEVATION A MAIN FLOOR LIVING 1752 SF TOTAL LIVING 1752 SF Square Footages-Ranch B ELEVATION B MAIN FLOOR LIVING 1752 SF TOTAL LIVING 1752 SF PLAN OPTIONS OPT. FINISHED BASEMENT 728 SF PLAN OPTIONS OPT. FINISHED BASEMENT 728 SF South Burlington, Vermont O'Brien Home Farm Single Family Downhill Lot Lupine REVISIONSLUPINE FD FURN WH SUMP 4040 SLD 4040 SLD 1 A6.1A 2 A6.1A 1 A5.1 2 A5.1 8' - 9" CLG Unfinished Basement Unexcavated8' - 9" CLG Storage 2'-0"37'-8"22'-4"8'-0"8" 12'-0" 4'-4" 8" 2'-2" 16'-4" 2'-10"7'-0"8'-0 1/2"12'-2"33'-9 1/2"UP 15RISERS39'-0" 14'-0"25'-0" 5'-11" 12'-3" 6'-10" 7'-4" 6'-8" 8" 17'-8"21'-4" 39'-0"70'-0"70'-0"5'-0"8" 6'-8" 11'-4 1/4"15'-1 1/4" 3'-4" 3'-7" 5'-3" 7'-4 1/2" 8" 8'-0" 8" 4 1/2" 3'-8" 2'-0" 5'-9 1/2" 4'-9" 3'-11 1/4" 7'-0" 5'-0" 5'-1 3/4" 8" 132 147 147 146 146 124 OPT. WASHER/DRYERLOCATION3068 6'-0"54'-0"10'-0"2x6 BEARING WALL 2x6 BEARING WALL F-C F-C F-P F-P F-P F-4 F-4 F-2 F-2 F-2 F-4 F-2 8" 5'-0" 5'-10" 5'-6" 8" 8" 11'-0 1/4"12'-7 3/4" 8" W-8 TYPICAL 8" 12'-5 1/4"16'-2 3/4"7'-8" 8" 148 148 148 148 148 148 148 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE PAD FOOTING (INTERIOR) 4'-0" x 4'-0" x 1'-0" DEEP NAF-4 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8" 9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A0.1A09/01/17FOUNDATION/BASEMENT PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Foundation/Basement Plan Elevation - A KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 140 2X6 LOW WALL 42" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSLUPINE CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.210682106821068 PKT210682468 21068 24686068 SLD2068166821068 2668 210684068 SLD 21068306816080 OGD 9' - 0" CLG Foyer 9' - 0" CLG Flex 9' - 0" CLG W.I.C. 9' - 0" CLG Laundry 9' - 0" CLG O.E. 9' - 0" CLG Owners Suite 9' - 0" CLG Dining 9' - 0" CLG Family 9' - 0" CLG Kitchen 2 Car Garage D.Z. 3060 SH 3060 SH3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH3060 SH3060 SH 3060 SH 9' - 0" CLG Bath 2 9' - 0" CLG Owners Bath 1 A6.1A 2 A6.1A 1 A5.1 2 A5.1 2468 Deck 2040 SH9' - 0" CLG Bedroom 2 Porch DN AS REQ'D DN AS REQ'D 17'-8"21'-4" 8" 7'-10" 8" 7'-10" 8" 39'-0" 14'-0"25'-0"70'-0"6'-0"54'-0"10'-0"7'-5" 6'-7"8" 5'-4" 11'-10" 2'-4 1/2" 8'-6 1/2" 11'-0 1/2" 6'-11 1/2" 2'-11" 6'-8" 3'-8"5'-3 1/2"1'-8"5'-9"5'-3 1/2"4'-3"3'-9"12'-8" 4'-4"22'-0" 5'-1" 7'-7" 2'-2" 2'-2" 11'-0"11'-0"70'-0"7'-0"8'-0"22'-4"37'-8"2'-0"8" 7'-4"10'-6" 6'-4" 4'-4"16'-6"DN 15RISERS5'-11" 5'-7" 6'-8" 6'-10"3010 TRNS ABV.6010 TRN ABV11'-6"13'-6" 8" OPT. 39'-0"11'-10" 4'-7 1/2" 1'-10" 3'-9 1/2" 8" 10'-4 1/2" 8"17'-1"7'-6"3'-7 1/2"8"1'-10"2'-3"7 1/2"3'-3 1/2"9 1/2"17'-4"5'-0"12'-4 1/2"8"3'-1"4 1/2"9'-6 1/2"2'-4"2'-4"6'-11 1/2"12'-4 1/2"4'-1 1/2"6'-6"4'-2"2'-6 1/2"7'-11 1/2"5'-10" 6 1/2" 2'-4 1/2" 8'-6 1/2"21'-8 1/2" 8'-9" 8'-1" 5 1/2" 3'-2" 2'-10" 5'-9" 9'-11 1/2" 4'-5" 7'-9 1/2" 8" 3'-8 1/2" 6 1/2" 6'-3" 2'-4" 2'-7 1/2" 3'-3 1/2" 3'-11" 3'-5 1/2" 1'-0" 11 1/2" 18'-10 1/2"5'-8" 5 1/2" 3'-10 1/2" 9'-2" 130 130 122 122 117 111 110 116 32"x60" 122 119118 109 108 122 122 122 123 107 107109 108103 108 109 109108 108 101 102 104 110 117 111 111 113 36"x48" 135 141 124 24"X36" 126 127 128 130 2x4 WALL 2x4 WALL 125 121 2x6 WALLPANTRY1'-6"3'-4" 3'-7 1/2" 2'-9" 7'-0" 3'-6" 8'-0" 138 150 152 151 152 152 151 150 GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A1.1A09/01/17MAIN FLOOR PLAN-A O'Brien Brothers AgencyElevation - A SCALE: 1/4" = 1'-0" (22x34) Main Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 140 2X6 LOW WALL 42" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSLUPINE CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR DORMER PLATE 9'-1 1/8"11 1/2"8'-8"PITCH BREAK 14'-8"10" 12" 10" 12" 10" 12" 10" 12" PITCH BREAK 203 215 205 223 211 210 201 207 8'-3"3 AD.2 3 AD.1 10 AD.2 2030 FX BLACKOUT @ 15'-0" H.H. AD.3 3 2030 FX BLACKOUT @ 15'-0" H.H. 8 AD.2 215 2136" / 12"6" / 12"4" / 12"4" / 12"10" / 12"10" / 12"6" / 12"PITCH BREAK PITCH BREAK 6"1'-0"RAKE TYP.EAVETYP.6" / 12"2'-0"10" / 12"10" / 12" 6'-10" 7'-0" 7'-6" MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 203 210 223 201 5 AD.2 1 AD.2 9 AD.2 3 AD.1 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"6" 12" 6" 12" 4" 12" 6" 12" 203 223 211 210 207 201 1 AD.2 3 AD.1 8 AD.2 10 AD.2 3 AD.2 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR 6" 12" 6" 12"8'-8" 11 1/2" 9'-1 1/8" 6" 12"211 223 8'-3"210 203 201 207 3 AD.1 1 AD.2 7 AD.2 5 AD.2 8 AD.2 10 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A3.1A09/01/17EXTERIOR ELEVATIONS & ROOF PLAN-A O'Brien Brothers AgencyElevation - A SCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSLUPINE NOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION A) Name Area TOTAL NET VENTED (1/300) (SQ IN) NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2369 SF 1137 in² 2275 in² 569 in² 682 in² 455 in² 569 in² MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"6" 12"4'-0"6" 12" 209 208 215 204 205 223 211 214 201 8'-3"4 AD.2 3 AD.1 9 AD.2 6" 12" 6" 12" 2026 FX BLACKOUT @ 16'-0" H.H. 2036 FX BLACKOUT @ 17'-0" H.H. 8 AD.2 SIM AD.3 2 203 210 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR11 1/2" 9'-1 1/8"8'-8"6" 12" 6" 12" 6" 12" 203 223 211 5 AD.2 1 AD.2 3 AD.1 8 AD.2 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"4'-0"203 208 209207 8'-3"201 1 AD.2 9 AD.2 3 AD.2 6" 12" 223 4 AD.2 210 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"9'-1 1/8"11 1/2"207 8'-3"201 210 3 AD.1 1 AD.2 7 AD.2 5 AD.2 10 AD.2 223 203 6" / 12"6" / 12"6" / 12"6" / 12" 6" / 12" 6" / 12" 1'-0" EAVE TYP.1'-0"RAKETYP.CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A3.1B09/01/17EXTERIOR ELEVATIONS & ROOF PLAN-B O'Brien Brothers AgencyElevation - B SCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSLUPINE NOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION B) Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2377 SF 1141 in² 16 SF 571 in² 685 in² 456 in² 571 in² FD FURN WH SUMP 8' - 9" CLG Bedroom 2468 20685068 SLD 266828688' - 9" CLG Unfinished Basement 8' - 9" CLG Family 8' - 9" CLG Bath 1'-9 1/2"2'-0" 15'-10" 4 1/2" 8" 8" 4 1/2" 3'-8" 8'-1" 4'-4 1/2" 8'-8" 3'-8 1/2" 5'-10" 2'-7" 4 1/2" 8"20'-2 1/2"8"4 1/2"12'-2"2'-4 1/2"5'-3 1/2"1'-0"8"4 1/2"14'-6 1/2"4'-0"2'-3 1/2"2'-6 1/2"142 117 111 110 116 32"x60" 122 8" 4 1/2" 13'-7 1/2" 4 1/2" 10'-9 1/2"12'-1 1/2" 4 1/2" 8"OPT. WASHER/DRYERLOCATION8' - 9" CLG Storage Unexcavated 2x6 WALL 131 1317'-6" SOFFIT 7'-6" SOFFIT 152 150 151 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A4.1.109/01/17OPT FINISHED BASEMENT O'Brien Brothers AgencyOptional Finished BasementSCALE: 1/4" = 1'-0" (22x34) Finished Basement Plan REVISIONSLUPINE/PRIMROSE 6068 SLD3050 SH 3050 SH3050 SH 3050 SH 3050 SH 3050 SH 3050 SH Patio 39'-0" 14'-0"25'-0" 5'-11"12'-3"6'-10" 7'-4"6'-8"8"4'-3"3'-9"1'-0 1/2" 6'-4 1/2"6'-7"8'-0"WP/GFI F-P F-P F-P 8' - 9" CLG Unfinished Basement MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"9'-1 1/8"11 1/2"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 203 6 AD.2 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"203 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION 9' - 0" CLG Dining 9' - 0" CLG Owners Suite Deck 137 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A4.2.1A09/01/17OPT WALKOUT BASEMENT-AO'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Partial Foundation/ Basement Plan SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation Elevation - A Optional Walkout Basement All Elevations Similar REVISIONSSCALE: 1/4" = 1'-0" (22x34) Partial Main Floor Plan LUPINE www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM AGN0.109/01/17COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES RANCH ELEVATION-A A0.1A FOUNDATION/ BASEMENT PLAN-A A1.1A MAIN FLOOR PLAN-A A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A A4.2.1A OPT WALKOUT BASEMENT-A A4.3.1A OPT COVERED DECK-A A6.1A BUILDING SECTIONS-A 2-STORY ELEVATION-A A0.1A2 OPT UPPER FLOOR FOUNDATION/ BASEMENT PLAN-A A1.1A2 OPT UPPER FLOOR MAIN FLOOR PLAN-A A2.1A2 OPT UPPER FLOOR UPPER FLOOR PLAN-A A3.1A2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A A6.1A2 OPT UPPER FLOOR BUILDING SECTIONS-A2 RANCH ELEVATION-B A0.1B FOUNDATION/ BASEMENT PLAN-B A1.1B MAIN FLOOR PLAN-B A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B A6.1B BUILDING SECTION-B 2-STORY ELEVATION-D A0.1D2 OPT UPPER FLOOR FOUNDATION/ BASEMENT PLAN-D A1.1D2 OPT UPPER FLOOR MAIN FLOOR PLAN-D A2.1D2 OPT UPPER FLOOR UPPER FLOOR PLAN-D A3.1D2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-D A6.1D2 OPT UPPER FLOOR BUILDING SECTIONS-D ALL ELEVATIONS A4.1.1 OPT FINISHED BASEMENT A4.1.2 OPT FLOOR PLANS A5.1 STAIR SECTIONS ELECTRICAL E0.1A BASEMENT ELECTRICAL PLAN-A E1.1A MAIN FLOOR ELECTRICAL PLAN-A E0.1A2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-A E1.1A2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-A E2.1A2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-A E0.1B BASEMENT ELECTRICAL PLAN-B E1.1B MAIN FLOOR ELECTRICAL PLAN-B E0.1D2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-D2 E1.1D2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-D E2.1D2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-D E4.1.1 OPT FINISHED BASEMENT ELECTRICAL PLAN STRUCTURE S0.1A MAIN FLOOR FRAMING PLAN-A S1.1A ROOF FRAMING PLAN-A S0.1A2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-A S1.1A2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-A S2.1A2 OPT UPPER FLOOR ROOF FRAMING PLAN-A S0.1B MAIN FLOOR FRAMING PLAN-B S1.1B ROOF FRAMING PLAN-B S0.1D2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-D S1.1D2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-D S2.1D2 OPT UPPER FLOOR ROOF FRAMING PLAN-D AD.2 DETAILS AD.1 DETAILS AD.3 DETAILS Square Footages-Ranch A ELEVATION A MAIN FLOOR LIVING 1848 SF TOTAL LIVING 1848 SF PLAN OPTIONS OPT. FINISHED BASEMENT 958 SF Square Footages-Ranch B ELEVATION B MAIN FLOOR LIVING 1848 SF TOTAL LIVING 1848 SF PLAN OPTIONS OPT. FINISHED BASEMENT 958 SF DAISY Ranch-Daisy Farmhouse Elevation - A Ranch-Daisy Craftsman Elevation - B South Burlington, Vermont O'Brien Home Farm Single Family Downhill Lot Daisy REVISIONS FD 39'-0" 17'-8"14'-4"7'-0"10'-0"60'-0"8" 12'-8" 4'-8" 8" 1'-8" 16'-4" 2'-4"10'-0"37'-8"22'-4"6'-0"8' - 9" CLG Unfinished Basement 8' - 9" CLG Storage 4040 SLD4040 SLD 1 A5.1 1 A6.1A 2 A6.1A UP 15 RISERSSUMP W.H. FURN. 6'-0" 6'-0"27'-0" Unexcavated 1248"12'-1 1/4"7'-7 1/4"1 3/4"5'-5 1/2"7'-3 1/2"2 3/4"3'-6"11'-3 3/4"5'-0 1/4"8"6'-0"6'-0"146 146 OPTIONAL WAHSER/ DRYER LOCATION F-P F-P F-P F-2F-2F-2F-2 F-2 F-2 F-2F-2F-2 F-2F-2 F-2 F-2 76'-0"18'-8"20'-4" 39'-0"76'-0"147 8" 10'-7"10'-4 1/4" 5'-7" 5'-7" 5'-6 3/4" 8" 148 148 W-8 TYP. 148 148 148 148 8" 10'-7" 6'-8 3/4" 3'-7 1/2" 5'-7" 5'-7" 5'-6 3/4" 8" F-2 F-2 8" 5'-8" 6'-0" 5'-8" 8" F-C 2X6 BEARING WALL 7'-6" SOFFIT 131 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8" 9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A0.1A09/01/17FOUNDATION/ BASEMENT PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Foundation/ Basement Plan Elevation - A KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSDAISY DWCONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 39'-0" 12'-0"27'-0" 25'-5 1/2"13'-6 1/2" 6'-0" 11'-8" 7'-9 1/2" 6'-6 1/2" 7'-0"10'-0"60'-0"6'-0"21'-2 1/2"4'-7 1/2"11'-4 1/2"8'-7"2'-4 1/2"11'-10"5'-4"8"6'-6"14'-8 1/2"5'-6 1/2" 5'-10"76'-0"10'-0"37'-8"22'-4"6'-0"16'-10 1/2"4'-3 1/2"5'-6 1/2"3'-10 1/2"7'-1"1'-10" 5'-3"8" 5'-4" 39'-0" 18'-8"20'-4" 8" 12'-0" 8" 4'-8" 8" 13'-4" 4'-8"21'-0" 6'-8" 6'-8" 2'-4" 2'-4" 10'-6"10'-6"2106821068 21068210682668210682668 21068 21068 24682468 5068 SLD 30683060 SH3060 SH 3060 SH3060 SH3060 SH3060 SH2040 SH3060 SH 3060 SH3060 SH6068 SLD 3060 SH 3060 SH 16080 OGD 9' - 0" CLG Bedroom 2 9' - 0" CLG Foyer9' - 0" CLG Bath 2 2 Car Garage 9' - 0" CLG Flex 9' - 0" CLG O.E. 9' - 0" CLG Laundry 9' - 0" CLG W.I.C. 9' - 0" CLG Owners Bath 9' - 0" CLG Owners Suite 9' - 0" CLG Family 9' - 0" CLG Dining 9' - 0" CLG Kitchen Deck Porch 1 A5.1 1 A6.1A 2 A6.1A PANTRY DN 15 RISERSDN AS REQ'D DN AS REQ'D 21068OPTOPT3010 TRN ABV6010 TRN ABV.76'-0"21068 DN 15 RISERS20689' - 0" CLG Flex OPT. HALF WALL/OPEN RAILING28682'-9 1/2" 2'-3 1/2" 8'-5" 4'-7 1/2" 3'-4" 7'-9 1/2" 6'-0 1/2" 3'-8 1/2" 5'-9" 1'-3" 2'-4 1/2" 3'-9 1/2" 5'-1 1/2"20'-8 1/2" 5'-9" 3'-8" 8'-0 1/2" 10" 12'-10" 8" 4'-7 1/2" 3'-4" 5'-4 1/2" 3'-4 1/2" 1'-3" 7'-6 1/2"11'-10" 4'-9" 2'-0 1/2" 3'-6" 8" 10'-5" 11 1/2" 2'-4 1/2" 3'-9 1/2" 7'-0"12'-8"1'-9 1/2" 111 111 113 36"x48" 117 122 122 122 110 122 121 118 119 109 108 109 128 127 126 101 102 103 104 107 107 108 109 109 108 109 108 108 110 111 116 117 122 122 125 123 137 137 137 130 130 130 124 135 32"x60" 8'-1"15'-1" 2'-3 1/2" 3'-9 1/2" 9'-9"5'-4 1/2"7'-0"4'-1 1/2"8"3'-5 1/2"10'-1 1/2"2'-4 1/2"4'-6 1/2"2'-4" 2'-3 1/2" 2x6 WALL 138 2X6 WALL2X6 WALL 1082X6 WALL1'-6"6'-0"2x4 WALL 2x4 WALL 152 151 150 150 151 152 152 131 8'-0" SOFFIT GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A1.1A09/01/17MAIN FLOOR PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Main Floor Plan Elevation - A KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSDAISY CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"16'-4 1/2"HEEL5'-6"DORMER PLATE 8" 12" 8" 12" 205 201 203 207 211 223 8'-3"210 4'-8"2636 FX BLACKOUT @ 15'-8" H.H. 2646 FX BLACKOUT @ 15'-0" H.H. 3'-0"3 AD.2 8 AD.2 3 AD.1 4 AD.1 AD.3 3 SIM 207 215 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 6" 12" 6" 12" 4" 12" 3" 12" 203 211 223 1 AD.2 3 AD.2 8 AD.2 10 AD.2 3 AD.1 210 215 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 3" 12"16'-4 1/2"6" 12" 6" 12" 4" 12" DORMER PLATE 203 211 223 1 AD.2 8 AD.2 3 AD.1 215 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 203 223 201 210 1 AD.2 5 AD.2 9 AD.2 3 AD.1 6" / 12"6" / 12"4" / 12"6'-0" 6'-10"EAVE TYP1'-0"RAKE TYP 6" PITCH BREAK 8" / 12"8" / 12"3" / 12"4'-0"GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A3.1A09/01/17EXTERIOR ELEVATIONS & ROOF PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan Elevation - A KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. ATTIC VENTILATION SCHEDULE (ELEVATION A) AREA ATTIC AREA (SQ FT) TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2452 SF 1177 in² 2354 in² 588 in² 706 in² 471 in² 588 in² DAISY MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"6" 12" 6" 12" 203 215 204 211 8'-3"210 223 201 (2) 2026 FX BLACKOUT @ 16'-6" H.H. 3 AD.2 8 AD.2 3 AD.1 4 AD.1 AD.3 2 224 207 215 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"6" 12"6" 12" 203 223 211 201 1 AD.2 5 AD.2 8 AD.2 3 AD.1 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"203 201 210 223 1 AD.2 3 AD.2 10 AD.2 3 AD.1 215 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"6" 12" 6" 12" 203 201 213 210 211 1 AD.2 8 AD.210 AD.2 3 AD.1 215 6" / 12"6" / 12"6" / 12"6" / 12"RAKE1'-0"EAVE TYP 1'-0"RAKE TYP6"CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A3.1B09/01/17EXTERIOR ELEVATIONS & ROOF PLAN-B O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation-A SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan Elevation - B DAISY KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. ATTIC VENTILATION SCHEDULE (ELEVATION B) AREA ATTIC AREA (SQ FT) TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT (50%) *LOWER VENT (60%) *UPPER VENT (40%) *UPPER VENT (50%) MAIN ROOF 2457 SF 1179 in² 2359 in² 590 in² 708 in² 472 in² 590 in² FD 8' - 9" CLG Family 8' - 9" CLG Bedroom 8' - 9" CLG Unfinished Basement Unexcavated 8' - 9" CLG Storage 8' - 9" CLG Bath SUMP W.H. FURN. 2068 246826685068 SLD2868OPT. 3'-6" SOFFIT 1'-0 1/2"11'-7"5'-3 1/2"19'-9"8" 4 1/2" 9'-10 1/2" 8" 9'-10 1/2" 8" 3'-7 1/2" 3'-0" 6'-4 1/2" 2'-10" 4 1/2" 8" 8" 4 1/2" 10'-4" 2'-11 1/2" 3'-9 1/2" 3'-4" 16'-10 1/2"8"8"4 1/2"11'-7"8"12'-6 1/2"2'-7 1/2"5'-0 1/2"3'-6"8"4 1/2"7'-9 1/2"3'-9 1/2"2'-1 1/2"3'-6"4"14'-11"3'-6"8"8"18'-7"2'-0"3'-9 1/2"11'-7"4 1/2"8"110 116 111117 122 142 131 32"x60" 1'-0 1/2"20'-8 1/2"2'-4 1/2" 13'-10" 1'-0 1/2" 7'-6" SOFFIT 7'-6" SOFFIT 1411'-0 1/2"35'-11 1/2"OPTIONAL WASHER/ DRYER LOCATION 2x6 WALL 7'-6" SOFFIT 131 151 150152 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A4.1.109/01/17OPT FINISHED BASEMENT O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Finished Basement Plan Optional Finished Basement DAISY/CLOVERREVISIONS 8' - 9" CLG Unfinished Basement 39'-0"10'-0"10'-0"6'-0"6'-0" 6'-0"11'-8"14'-4"7'-0" 3050 SH3050 SH3050 SH3050 SH6068 SLD Patio 12'-0"27'-0"WP/ GFIF-P F-P F-P MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"6 AD.2 203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"203 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. Deck Dining Family Owners Suite 137 BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A4.2.1A09/01/17OPT WALKOUT BASEMENT-AO'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Partial Foundation/ Basement Plan SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/4" = 1'-0" (22x34) Partial Main Floor Plan Elevation - A Optional Walkout Basement All Elevations Similar REVISIONSDAISY www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM AGN0.109/01/17COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES RANCH ELEVATION A A0.1A FOUNDATION/BASEMENT PLAN-A A1.1A MAIN FLOOR PLAN-A A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A A4.2.1A OPT. WALKOUT BASEMENT - A A4.3.1A OPT. COVERED DECK - A A6.1A BUILDING SECTIONS-A 2 STORY ELEVATION A A0.1A2 OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-A A1.1A2 OPT UPPER FLOOR MAIN FLOOR PLAN-A A2.1A2 OPT UPPER FLOOR UPPER FLOOR PLAN-A A3.1A2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A A6.1A2 BUILDING SECTIONS-A RANCH ELEVATION B A0.1B FOUNDATION/BASEMENT PLAN-B A1.1B MAIN FLOOR PLAN-B A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B A6.1B BUILDING SECTIONS-B 2 STORY ELEVATION D A0.1D2 OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-D A1.1D2 OPT UPPER FLOOR MAIN FLOOR PLAN-D A2.1D2 OPT UPPER FLOOR UPPER FLOOR PLAN-D A3.1D2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-D A6.1D2 BUILDING SECTION-D ALL ELEVATIONS A4.1.1 OPT. FINISHED BASEMENT A4.1.2 OPT. FLOOR PLANS A5.1 STAIR SECTION ELECTRICAL E0.1A BASEMENT ELECTRICAL PLAN-A E1.1A MAIN FLOOR ELECTRICAL PLAN-A E0.1A2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN E1.1A2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN E2.1A2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-A E0.1B BASEMENT ELECTRICAL PLAN-B E1.1B MAIN FLOOR ELECTRICAL PLAN-B E0.1D2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-D E1.1D2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-D E2.1D2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-D E4.1.1 OPT. FINISHED BASEMENT ELECTRICAL STRUCTURE S0.1A MAIN FLOOR FRAMING PLAN-A S1.1A ROOF FRAMING PLAN-A S0.1A2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-A S1.1A2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-A S2.1A2 OPT UPPER FLOOR ROOF FRAMING PLAN-A S0.1B MAIN FLOOR FRAMING PLAN-B S1.1B ROOF FRAMING PLAN-B S0.1D2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-D S1.1D2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-D S2.1D2 OPT UPPER FLOOR ROOF FRAMING PLAN-D DETAILS AD.2 DETAILS AD.1 DETAILS AD.3 DETAILS South Burlington, Vermont O'Brien Home Farm Single Family Downhill Lot Aster Opt Upper Floor-Aster Farmhouse Elevation - A Opt Upper Floor-Aster Colonial Elevation - D Square Footages- Upper Floor A Elevation A MAIN FLOOR LIVING 1630 SF UPPER FLOOR LIVING 709 SF TOTAL LIVING 2338 SF PLAN OPTIONS OPT. FINISHED BASEMENT 851 SF Square Footages- Upper Floor D Elevation D MAIN FLOOR LIVING 1630 SF UPPER FLOOR LIVING 709 SF TOTAL LIVING 2338 SF PLAN OPTIONS OPT. FINISHED BASEMENT 851 SF ASTERREVISIONS FD 5'-6" 5'-6" 39'-0" 8' - 9" CLG Unfinished Basement Unexcavated SUMP WH FURN 8' - 9" CLG Storage28'-2 1/2"7'-0"20'-9 1/2"6'-0"56'-0"2'-0"4'-0"22'-4"35'-8"2'-0"8" 12'-8" 5'-8" 8" 1'-2" 16'-4" 1'-10" 2 A5.1 11'-0"14'-0"14'-0" UP 15 RISERS 4040 SLD 4040 SLD 7'-0" 7'-0" 8" 7'-0" 7'-0" 8"64'-0"64'-0"19'-8"19'-4" 39'-0"9'-0"147147 1 A6.1A2 2 A6.1A2 146 146 OPT WASHER/DRYER LOCATION OPT. OWNERS BATH CANTILEVERED 8" 4 1/2" 3'-4" 4 1/2" 5'-3 1/2" 10 1/2" 4'-9" 3'-0" 4" 19'-4"8"7'-0" 8" 4'-5 1/4" 8'-8 1/4" 3'-8" 3'-5 3/4" 6'-2 1/2" 13'-2 1/4" 8" 8'-0" W-8 TYPICAL 8" 6'-0" 6'-4" 6'-0" 8" BEARING WALL F-2 F-2 F-2 F-2 F-2 F-2 F-2 F-2 F-C F-C F-P F-P F-P 8" 13'-2 1/2"11'-5 1/4" 6'-6" 6'-6 1/4" 8" 8" 9'-4 1/2" 8'-11 3/4" 6'-3 1/2" 6'-6" 6'-6 1/4" 8" 124 2x6 BEARING WALL 148 148 148 148 148 148 148 148 7'-6" SOFFIT 131 1488'-0"CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A0.1A209/01/17OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper FloorSCALE: 1/4" = 1'-0" (22x34) Foundation/Basement Plan ASTER KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 139 2X4 LOW WALL 36" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONS 9' - 0" CLG Owners Suite 9' - 0" CLG Dining 9' - 0" CLG Kitchen 9' - 0" CLG Family 9' - 0" CLG Owners Bath 9' - 0" CLG W.I.C. 9' - 0" CLG Laundry 9' - 0" CLG O.E. 9' - 0" CLG Foyer 9' - 0" CLG Bath 2 2106821068 21068 PKT210682468 206821068 210682468 210686068 SLD2068 4068 SLD 246820683060 SH 3060 SH 3060 SH 3060 SH3060 SH 3060 SH3060 SH 5'-6" 5'-6"8'-10 1/2" 6'-8" 4'-4 1/2"15'-9"7'-0" 7'-0"8'-0"Deck D.Z.STORAGE21068 9' - 0" CLG Foyer Porch 306816080 OGD 3060 SH 3060 SH 3'-6" 6'-4" 3'-6" 2'-10" 2'-10" 10'-0"10'-0" 9' - 0" CLG Bedroom 2 2868 2'-0"35'-8"22'-4"4'-0"2 Car Garage 2 A5.1 DN AS REQ. DN AS REQ. DN 15 RISERS 11'-0"14'-0"14'-0" 39'-0" 2668OPT.6'-0"56'-0"2'-0"8" 5'-4" 11'-11 1/2" 2'-4 1/2" 5'-4 1/2" 1'-1" 7'-0" 5'-1"23'-1 1/2"6010 FXTRANS ABV.3010 FX TRANS ABV. 8" 5'-8" 8" 5'-8" 8" 5'-8" 8" 19'-8"19'-4" 39'-0"64'-0"64'-0"13'-4" 5'-8"20'-0" 7'-0" 7'-0" 8"3'-4"8"4'-0"4'-0"6'-1 1/2"7'-6"4'-0"2'-7"3'-4"3'-8"8"1'-10"2'-6"3'-10"4'-11 1/2"7'-0"4'-8 1/2"7'-0"3'-7"6 1/2"3'-7"4"2'-9"4"4'-0 1/2"4"8"13'-1 1/2"9'-0"7'-11"2'-6 1/2"2'-11 1/2" 3'-6" 3'-0" 15'-9" 5'-9 1/2" 3'-0 1/2" 4'-4" 5'-8"20'-2" 3'-3 1/2" 5'-6 1/2" 1'-9" 2'-7" 4" 5'-0" 4" 6'-7 1/2" 5'-6 1/2" 8'-0" 2'-9" 2'-4" 5'-9 1/2" 7'-11 1/2" 3'-10" 2'-1 1/2" 8" 3'-6"2'-0 1/2" 3'-10" 4'-2" 8'-1"15'-7"1'-9 1/2"3'-6" 10'-0 1/2" 126 127 128 122 122 117 111110 116 32"x60" 132 131 122 122 122 121109 108 118 119 110 113111 111 117 36"x48" 135 132 103108 109107 107 101 102 108 109 108 109 108 104 1 A6.1A2 2 A6.1A2 132 8'-0" SOFFIT 130 130 132 125133 PANTRY 138 UP 16 RISERS124 4'-4 1/2" 4 1/2" 5'-10" 130 2x4 WALL 2x4 WALL 2x8 WALL 123 1'-6" 2x6 WALL 2x6 WALL 2x6 WALL2x6 WALL2x6 WALL2'-4"2'-9"2x6 WALL8" 150 152 151 150 152 152 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A1.1A209/01/17OPT UPPER FLOOR MAIN FLOOR PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Main Floor Plan ASTER KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 139 2X4 LOW WALL 36" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONS 2030 FX 3050 SH 3050 SH62'-0"62'-0"19'-8"19'-4" 39'-0" 3'-6" 6'-4" 3'-6" 2'-10" 3'-1 1/2" 13'-4" 5'-11 1/2"19'-8 1/2" 8' - 0" CLG Bonus 8' - 0" CLG Bath 3 8' - 0" CLG W.I.C. 8' - 0" CLG Bedroom 3 2068 266824683'-11 1/2"3'-6"7'-5 1/2"1'-1"5'-4 1/2"14'-4"7'-0"7'-1"4040 FX27'-9"28'-3"6'-0"39'-0"3050 SH3050 SH4'-0" 2'-0" 5'-6" 8'-8"14'-1"27'-9"2 A5.1DN 16 RISERS 122 122 117111110 116 32"x60" 141 1333'-9 1/2"3'-8"2'-6"3'-11 1/2"133 133 133 133 133 133 1 A6.1A2 2 A6.1A2 3'-3 1/2" 1'-5 1/2" 4'-1" 1'-9" 2'-7"25'-4"4:128'-0"SLPCLG.4'-9" 5'-10"28'-5" 124 8'-0"SLP CLG.CLG. 123 123 HD. HT. @ 7'-0" ABOVE STAIR LANDING151 152 150 2468 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A2.1A209/01/17OPT UPPER FLOOR UPPER FLOOR PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Upper Floor Plan ASTER KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 139 2X4 LOW WALL 36" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONS MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"10" 12" 10" 12" 10" 12" DORMER PLATE 13'-6"4" 12"8'-4"203 215 201210 211 214 223 205 3 AD.2 10 AD.2 (3) 2026 FX BLACKOUT @ 12'-10" H.H. AD.3 3 3 AD.1 4 AD.1 8 AD.2 SIM 218 2185'-5 1/2"215 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 10" 12" 10" 12" 203 210 201 5 AD.2 1 AD.2 3 AD.1 9 AD.2 RAISED HEEL 5'-4"MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"4" 12" 4" 12" 6" 12" 6" 12"8'-4"203 223 211 210 201 1 AD.2 3 AD.1 8 AD.2 3 AD.2 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"6" 12" 4" 12" 6" 12" 203 211 223 215 201 210 8'-4"3 AD.1 8 AD.2 10 AD.2 1 AD.2 10" / 12"10" / 12" 10" / 12"4" / 12"6" / 12"4" / 12"4" / 12"1'-0"EAVETYP.RAKE TYP. 7'-4" 6'-4" 6"6" / 12"CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A3.1A209/01/17OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan ASTER KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 219 12"x48" SHUTTERS 220 18"x60" SHUTTERS 221 18"x72" SHUTTERS 223 5/4x6 FRIEZE TRIM.REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION A - OPT UPPER FLOOR) Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2229 SF 1070 in² 2140 in² 535 in² 642 in² 428 in² 535 in² MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"10" 12" 10" 12" 10" 12" 10" 12" 10" 12" 207 203 223 201 211 210 8'-4"215 8 AD.2 AD.3 3 10 AD.2 3 AD.2 3 AD.1 2040 FX BLACKOUT @ 13'-0" H.H. 219 221 220 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 10" 12" 10" 12" 203 210 201 3 AD.1 9 AD.2 1 AD.2 5 AD.2 RAISED HEEL 5'-4"MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"6" 12" 6" 12" 203 223 211201 210 1 AD.2 3 AD.1 8 AD.2 3 AD.2 RAISED HEEL MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"6" 12" ELEVATION-A OPT UPPER DORMER PLT 6" 12"8'-4"215 203 223 211 210 201 1 AD.2 3 AD.1 8 AD.2 10 AD.2 RAISED HEEL EAVETYP.RAKE TYP. 10" / 12"10" / 12"6" / 12"10" / 12"10" / 12" 10" / 12"1'-0"6" / 12"6"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"10" / 12" CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A3.1D209/01/17OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-D O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan Elevation - D Optional Upper Floor ASTER KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 219 12"x48" SHUTTERS 220 18"x60" SHUTTERS 221 18"x72" SHUTTERS 223 5/4x6 FRIEZE TRIM.REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION D - OPT UPPER FLOOR) Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2125 SF 1020 in² 2040 in² 510 in² 612 in² 408 in² 510 in² FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. WH 5068 SLD 210682068 21068 8' - 9" CLG Bath 3 8' - 9" CLG Bedroom 3 8' - 9" CLG Family SUMP WH FURN 2868 8' - 9" CLG Storage Unexcavated 8' - 9" CLG Unfinished BasementUP 15 RISERS 13'-8" 1'-2" 5'-1" 2'-4 1/2" 12'-4" 4 1/2" 8"4'-11 1/2" 2'-0 1/2"27'-2"4 1/2" 8"8"4 1/2"6'-8 1/2"3'-10 1/2"2'-4 1/2"6'-2 1/2"4'-1 1/2" 3'-4" 5'-10" 8" 12'-8" 4 1/2" 8" 8" 4 1/2" 4'-5" 4'-7" 8'-10" 6'-3 1/2" 13'-2" 8" 8" 4 1/2" 12'-6" 8" 10'-11 1/2" 4'-1 1/2" 5'-10" 2'-10" 4 1/2" 8" 117 111 110 116 32"x60" 122 131 131 131 131 131 OPT WASHER/DRYER LOCATION 7'-6" SOFFIT 7'-6" SOFFIT 7'-6" SOFFIT 7'-6" SOFFIT 7'-6" SOFFIT 2x6 WALL 151 150 152 BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A4.1.109/01/17OPT. FINISHED BASEMENT O'Brien Brothers AgencyOptional Finished Basement TRILLIUM/ASTER SCALE: 1/4" = 1'-0" (22x34) Finished Basement Plan REVISIONS CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 5'-6"5'-6" 8"7'-0"7'-0"8" 39'-0"4'-0"4'-0"7'-0"7'-0"8'-0"6068 SLD3050 SH 3050 SH 3050 SH3050 SH 3050 SH 3050 SH 3050 SH Patio 8' - 9" CLG Unfinished Basement 11'-0"14'-0"14'-0" 7'-2"6'-10" WP/GFI F-P F-P F-P MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR 9'-1 1/8"11 1/2"8'-8"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 203 6 AD.2 BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION 9' - 0" CLG Owners Suite 9' - 0" CLG Dining 9' - 0" CLG Family Covered Deck 137 WP/GFI www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JS JM JM A4.2.1A09/01/17OPT. WALKOUT BASEMENT - A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Partial Foundation/ Basement Plan SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation Elevation - A Optional Walkout Basement All Elevations Similar ASTER SCALE: 1/4" = 1'-0" (22x34) Partial Main Floor Plan REVISIONS www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM AGN0.109/01/17COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES RANCH ELEVATION-A A0.1A FOUNDATION/BASEMENT PLAN-A A1.1A MAIN FLOOR PLAN-A A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A A4.2.1A OPT WALKOUT BASEMENT-A A4.3.1A OPT COVERED DECK-A A6.1A BUILDING SECTIONS-A 2-STORY ELEVATION-A A0.1A2 OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-A A1.1A2 OPT UPPER FLOOR MAIN FLOOR PLAN-A A2.1A2 OPT UPPER FLOOR UPPER FLOOR PLAN-A A3.1A2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A A4.3.1A2 OPT UPPER FLOOR - OPT COVERED DECK-A A6.1A2 OPTIONAL UPPER FLOOR BUILDING SECTION-A RANCH ELEVATION-B A0.1B FOUNDATION/BASEMENT PLAN-B A1.1B MAIN FLOOR PLAN-B A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B A4.3.1B OPT COVERED DECK-B A6.1B BUILDING SECTION-B 2-STORY ELEVATION-B A0.1B2 OPT UPPER FLOOR FOUDATION/BASEMENT PLAN-B A1.1B2 OPT UPPER FLOOR MAIN FLOOR PLAN-B A2.1B2 OPT UPPER FLOOR UPPER FLOOR PLAN-B A3.1B2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-B A4.3.1B2 OPT UPPER FLOOR - OPT COVERED DECK-B A6.1B2 OPT UPPER FLOOR BUILDING SECTION-B ALL ELEVATIONS A4.1.1 OPT FINISHED BASEMENT A4.1.2 PLAN OPTIONS A5.1 STAIR SECTIONS ELECTRICAL E0.1A BASEMENT ELECTRICAL PLAN-A E1.1A MAIN FLOOR ELECTRICAL PLAN-A E0.1A2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN - A E1.1A2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-A E2.1A2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-A E0.1B MAIN FLOOR ELECTRICAL PLAN-B E1.1B MAIN FLOOR ELECTRICAL PLAN-B E0.1B2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-B E1.1B2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-B E2.1B2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-B E4.1.1 OPT FINISHED BASEMENT ELECTRICAL PLAN STRUCTURE S0.1A MAIN FLOOR FRAMING PLAN-A S1.1A ROOF FRAMING PLAN-A S0.1A2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-A S1.1A2 OPT UPPER FLOOR FRAMING PLAN-A S2.1A2 OPT UPPER FLOOR ROOF FRAMING PLAN-A S0.1B MAIN FLOOR FRAMING PLAN-B S1.1B ROOF FRAMING PLAN-B S0.1B2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-B S1.1B2 OPT UPPER FLOOR FRAMING PLAN-B S2.1B2 OPT UPPER FLOOR ROOF FRAMING PLAN-B DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS Opt Upper Floor-Primrose Farmhouse Elevation - A Opt Upper Floor-Primrose Craftsman Elevation - B Square Footages-Opt Upper Floor A ELEVATION A MAIN FLOOR LIVING 1752 SF UPPER FLOOR LIVING 690 SF TOTAL LIVING 2442 SF Square Footages-Opt Upper Floor B ELEVATION B MAIN FLOOR LIVING 1752 SF UPPER FLOOR LIVING 690 SF TOTAL LIVING 2442 SF PLAN OPTIONS OPT. FINISHED BASEMENT 728 SF PLAN OPTIONS OPT. FINISHED BASEMENT 728 SF South Burlington, Vermont O'Brien Home Farm Single Family Downhill Lot Primrose REVISIONSPRIMROSE FD 3 A5.1 4 A5.1 4040 SLD 4040 SLD FURN WH SUMP 2'-0"37'-8"22'-4"2'-0"64'-0"2'-2" 16'-4" 2'-10" 12'-8" 5'-0"21'-4" 39'-0" 39'-0" 14'-0"25'-0" 5'-11" 12'-3" 6'-10" 7'-4" 6'-8" 8"64'-0"OPT. WASHER/DRYERLOCATION33'-9 1/2"7'-3 1/2" 12'-11"54'-0"10'-0"124 146 146 147 147 8' - 9" CLG Storage 8' - 9" CLG Unfinished Basement 1 A6.1A2 2 A6.1A2 F-4 F-4 8" 5'-0" 5'-10" 5'-6" 8" F-2 F-2 F-2 F-4 8" 11'-0 1/4"12'-7 3/4" 8"8" 12'-5 1/4"16'-2 3/4"7'-8" 8"UP 15RISERS8" 7'-0"5'-8"8" 6'-8" 11'-4 1/4"15'-1 1/4" 3'-4" 16'-2 1/2" 8" 8'-0" Unexcavated 2x6 BEARING WALL 2x6 BEARING WALL F-C F-C F-2 8" 4 1/2" 3'-4 1/2" 8'-1" 4'-9" 3'-11 1/4" 7'-0" 5'-0" 5'-1 3/4" 8" F-P F-P F-P W-8 TYPICAL 148 148 148 148 148 148 148 132 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING F-2 PAD FOOTING (INTERIOR)2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE PAD FOOTING (INTERIOR) 4'-0" x 4'-0" x 1'-0" DEEP NAF-4 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A0.1A209/01/17OPT UPPER FLOOR FOUNDATION/BASEMENT PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Foundation/Basement Plan Elevation - A Optional Upper Floor KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 140 2X6 LOW WALL 42" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSPRIMROSE 3 A5.1 4 A5.1 2 Car Garage 9' - 0" CLG Foyer 9' - 0" CLG Bedroom 2 Porch 9' - 0" CLG Bath 2 9' - 0" CLG Flex 9' - 0" CLG O.E. 9' - 0" CLG Laundry 9' - 0" CLG W.I.C. 9' - 0" CLG Owners Bath 9' - 0" CLG Kitchen 9' - 0" CLG Family Deck 9' - 0" CLG Dining 9' - 0" CLG Owners Suite 210682106821068 PKT210682468 21068 24686068 SLD20681668 21068 2668 210684068 SLD 21068306816080 OGD 2668 2468 3060 SH 3060 SH3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH3060 SH3060 SH D.Z. DN AS REQ'D DN AS REQ'DDN 15RISERS10'-6" 6'-4" 4'-4"16'-6"2'-0"22'-4"37'-8"2'-0"4'-3"3'-9"5'-9"5'-3 1/2"11'-10" 2'-4 1/2" 8'-6 1/2" 11'-0 1/2" 9'-10 1/2" 6'-8" 3'-8"10'-0"54'-0"2'-2" 11'-0"11'-0" 6'-4" 6'-4" 4'-4" 8" 12'-8" 5'-0"21'-4" 39'-0"1'-4"8"UP 16 RISERS3010 TRNS ABV.6010 TRN ABV64'-0"64'-0"7'-0"39'-0" 14'-0"25'-0" 5'-11" 5'-7" 6'-8" 6'-10" 11'-6"13'-6" 8" 7'-5" 6'-7" OPT. 8'-0" SOFFIT 11'-10" 4'-7 1/2" 1'-10" 3'-9 1/2" 8" 10'-4 1/2"17'-1"7'-6"3'-7 1/2"8"1'-10"2'-3"7 1/2"3'-3 1/2"9 1/2"17'-4"5'-0"12'-4 1/2"8"3'-1"4 1/2"9'-6 1/2"2'-4"2'-4"6'-11 1/2"12'-4 1/2"4'-1 1/2"6'-6"4'-2"2'-6 1/2"7'-11 1/2"5'-10" 6 1/2" 2'-4 1/2" 8'-6 1/2"21'-8 1/2" 8'-9" 8'-1" 5 1/2" 3'-2" 2'-10" 5'-9" 9'-11 1/2" 4'-5" 7'-9 1/2" 8" 3'-8 1/2" 6 1/2" 6'-3" 2'-4" 2'-7 1/2" 3'-3 1/2" 3'-11" 3'-5 1/2" 1'-0" 11 1/2" 18'-10 1/2"5'-8" 5 1/2" 3'-10 1/2" 9'-2" 130 126 127 128 132 122 122 117 116 110 111 32"x36" 131 122 103 108 109 107 107 108 101 102 104 109108 109108 132 132 108 109 119118 121 122 122 122 110 117 111 111 113 36"x48"124 141 135 1 A6.1A2 2 A6.1A2 2x4 WALL 2x4 WALL 2x6 WALL 125 2x6 WALL 8" 3'-4" 3'-7 1/2" 2'-9" 7'-0" 3'-6" 8'-0" 1'-6"PANTRY138 152 151 150 150 151152 152 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A1.1A209/01/17OPT UPPER FLOOR MAIN FLOOR PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Main Floor Plan Elevation - A Optional Upper Floor KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 140 2X6 LOW WALL 42" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSPRIMROSE CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 8' - 0" CLG Bedroom 3 8' - 0" CLG Bath2468 16682668 5068 SLD 3050 SH3050 SH3050 SH 3050 SH 3 A5.1 4 A5.1 8' - 0" CLG Bonus 11'-10" 5'-6 1/2"21'-7 1/2" 39'-0" 4'-0" 4'-0" 12'-8" 4'-4" 7'-0" 8'-0" 7'-0"9'-6"9'-6 1/2"24'-5"19'-0 1/2"16'-6 1/2"2'-0"62'-0"4'-10 1/2"34'-1 1/2" 39'-0"6'-0 1/2"6'-6 1/2"12'-7" 2'-8" 7'-5"18'-6 1/2"22'-8"12'-9 1/2"8'-0"62'-0"DN 16 RISERS 12'-5"4'-7"14'-0"25'-0" 133 133 133 133 133 133 133 133 116 110 111 32"x36" 117 122 124 141 3'-7 1/2"3'-9 1/2"3'-8"2'-6"9'-1"8'-2" 3'-8" 1'-6" 1'-11 1/2" 2'-1"21'-7 1/2" 1 A6.1A2 2 A6.1A2 123 123 123 4:128'-0"SLPCLG.4:128'-0"SLPCLG.151 150 152 GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A2.1A209/01/17OPT UPPER FLOOR UPPER FLOOR PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper FloorSCALE: 1/4" = 1'-0" (22x34) Upper Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 140 2X6 LOW WALL 42" A.F.F. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 145 STONE VENEER 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSPRIMROSE CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 10" 12" 4" 12" 10" 12" DORMER PLATE 17'-6"215 213 205 223 211 214 215 9'-3"2018'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"3 AD.2 3 AD.1 10 AD.2 (3) 2026 FX BLACKOUT @ 16'-0" H.H. AD.3 34 AD.1 2030 FX BLACKOUT @ 14'-4" H.H. 8 AD.2 SIM 203 224 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 203 223 201 210 5 AD.2 1 AD.2 9 AD.2 3 AD.1 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"3" 12" 6" 12" 6" 12" 6" 12" PITCH BRK 203 223 211 207 210 201 9'-3"1 AD.2 3 AD.1 8 AD.2 3 AD.2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 3" 12" 6" 12" 6" 12" 6" 12"8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 203 210 201 223 211 3 AD.1 1 AD.2 7 AD.2 5 AD.2 8 AD.2 10 AD.2 6" / 12"3" / 12"6" / 12"10" / 12"10" / 12"4" / 12" PITCH BRK 6" / 12" 6"1'-0"EAVETYP.RAKE TYP.4'-7"24'-0" 8'-0" 7'-0" GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A3.1A209/01/17OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan Elevation - A Optional Upper Floor KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSPRIMROSE NOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION A - OPT UPPER FLOOR Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) UPPER VENT MAX (50%) MAIN ROOF 2369 SF 1137 in² 2275 in² 569 in² 682 in² 455 in² 569 in² CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"6" 12" 6" 12" 6" 12" PITCH BREAK 4'-0"16'-5"6" 12" DORMER PLATE 209 208 201 203 207 210 204 223 211 8'-3"4 AD.2 3 AD.1 10 AD.2(2) 1420 FX BLACKOUT @ 15'-8" H.H. 8 AD.2 SIM 2646 FX BLACKOUT @ 17'-6" H.H. (2) 2036 FX BLACKOUT @ 16'-6" H.H. AD.3 2 215 213 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR11 1/2" 9'-1 1/8" 10" 8'-1 1/8"8'-8"203 223 201 210 5 AD.2 1 AD.2 9 AD.2 3 AD.1 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"4" 12"4'-0"6" 12" 6" 12"8'-3"208 209215 204 201 203 223 211 1 AD.2 3 AD.1 8 AD.2 3 AD.2 4 AD.2 10 AD.2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR8'-8"8'-1 1/8"10"9'-1 1/8"11 1/2"4" 12" 6" 12" 6" 12"8'-3"215 223 211 204 201 201 210 10 AD.2 3 AD.1 1 AD.2 7 AD.2 5 AD.2 8 AD.2 6" / 12"6" / 12"6" / 12"6" / 12"4" / 12"6" / 12"PITCH BREAK 6" / 12"6" / 12" 6" RAKE TYP.6" / 12"1'-0"EAVETYP.4'-0"5'-4" 8'-0" 7'-0" GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A3.1B209/01/17OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-B O'Brien Brothers AgencyElevation - B Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 208 STONE VENEER. 209 STONE CAP. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 218 5/4x TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSPRIMROSE NOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA... ATTIC VENTILATION SCHEDULE (ELEVATION B - OPT UPPER FLOOR) Name Area TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN 50% *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2377 SF 1141 in² 2282 in² 571 in² 685 in² 456 in² 571 in² FD FURN WH SUMP 8' - 9" CLG Bedroom 2468 20685068 SLD 266828688' - 9" CLG Unfinished Basement 8' - 9" CLG Family 8' - 9" CLG Bath 1'-9 1/2"2'-0" 15'-10" 4 1/2" 8" 8" 4 1/2" 3'-8" 8'-1" 4'-4 1/2" 8'-8" 3'-8 1/2" 5'-10" 2'-7" 4 1/2" 8"20'-2 1/2"8"4 1/2"12'-2"2'-4 1/2"5'-3 1/2"1'-0"8"4 1/2"14'-6 1/2"4'-0"2'-3 1/2"2'-6 1/2"142 117 111 110 116 32"x60" 122 8" 4 1/2" 13'-7 1/2" 4 1/2" 10'-9 1/2"12'-1 1/2" 4 1/2" 8"OPT. WASHER/DRYERLOCATION8' - 9" CLG Storage Unexcavated 2x6 WALL 131 1317'-6" SOFFIT 7'-6" SOFFIT 152 150 151 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A4.1.109/01/17OPT FINISHED BASEMENT O'Brien Brothers AgencyOptional Finished BasementSCALE: 1/4" = 1'-0" (22x34) Finished Basement Plan REVISIONSLUPINE/PRIMROSE 6068 SLD3050 SH 3050 SH3050 SH 3050 SH 3050 SH 3050 SH 3050 SH Patio 39'-0" 14'-0"25'-0" 5'-11"12'-3"6'-10" 7'-4"6'-8"8"4'-3"3'-9"1'-0 1/2" 6'-4 1/2"6'-7"8'-0"WP/GFI F-P F-P F-P 8' - 9" CLG Unfinished Basement MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"9'-1 1/8"11 1/2"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8" 11 1/2" 9'-1 1/8" 203 6 AD.2 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR9'-1 1/8"11 1/2"8'-8"203 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION 9' - 0" CLG Dining 9' - 0" CLG Owners Suite Deck 137 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JW,JS,JM JM JM A4.2.1A09/01/17OPT WALKOUT BASEMENT-AO'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Partial Foundation/ Basement Plan SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation Elevation - A Optional Walkout Basement All Elevations Similar REVISIONSSCALE: 1/4" = 1'-0" (22x34) Partial Main Floor Plan PRIMROSE www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM AGN0.109/01/17COVER SHEET, SHEET INDEX O'Brien Brothers AgencySHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX AGN0.2 GENERAL NOTES RANCH ELEVATION-A A0.1A FOUNDATION/ BASEMENT PLAN-A A1.1A MAIN FLOOR PLAN-A A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A A4.2.1A OPT WALKOUT BASEMENT-A A4.3.1A OPT COVERED DECK-A A6.1A BUILDING SECTIONS-A 2-STORY ELEVATION-A A0.1A2 OPT UPPER FLOOR FOUNDATION/ BASEMENT PLAN-A A1.1A2 OPT UPPER FLOOR MAIN FLOOR PLAN-A A2.1A2 OPT UPPER FLOOR UPPER FLOOR PLAN-A A3.1A2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A A6.1A2 OPT UPPER FLOOR BUILDING SECTIONS-A2 RANCH ELEVATION-B A0.1B FOUNDATION/ BASEMENT PLAN-B A1.1B MAIN FLOOR PLAN-B A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B A6.1B BUILDING SECTION-B 2-STORY ELEVATION-D A0.1D2 OPT UPPER FLOOR FOUNDATION/ BASEMENT PLAN-D A1.1D2 OPT UPPER FLOOR MAIN FLOOR PLAN-D A2.1D2 OPT UPPER FLOOR UPPER FLOOR PLAN-D A3.1D2 OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-D A6.1D2 OPT UPPER FLOOR BUILDING SECTIONS-D ALL ELEVATIONS A4.1.1 OPT FINISHED BASEMENT A4.1.2 OPT FLOOR PLANS A5.1 STAIR SECTIONS ELECTRICAL E0.1A BASEMENT ELECTRICAL PLAN-A E1.1A MAIN FLOOR ELECTRICAL PLAN-A E0.1A2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-A E1.1A2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-A E2.1A2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-A E0.1B BASEMENT ELECTRICAL PLAN-B E1.1B MAIN FLOOR ELECTRICAL PLAN-B E0.1D2 OPT UPPER FLOOR BASEMENT ELECTRICAL PLAN-D2 E1.1D2 OPT UPPER FLOOR MAIN FLOOR ELECTRICAL PLAN-D E2.1D2 OPT UPPER FLOOR UPPER FLOOR ELECTRICAL PLAN-D E4.1.1 OPT FINISHED BASEMENT ELECTRICAL PLAN STRUCTURE S0.1A MAIN FLOOR FRAMING PLAN-A S1.1A ROOF FRAMING PLAN-A S0.1A2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-A S1.1A2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-A S2.1A2 OPT UPPER FLOOR ROOF FRAMING PLAN-A S0.1B MAIN FLOOR FRAMING PLAN-B S1.1B ROOF FRAMING PLAN-B S0.1D2 OPT UPPER FLOOR MAIN FLOOR FRAMING PLAN-D S1.1D2 OPT UPPER FLOOR UPPER FLOOR FRAMING PLAN-D S2.1D2 OPT UPPER FLOOR ROOF FRAMING PLAN-D AD.2 DETAILS AD.1 DETAILS AD.3 DETAILS Square Footages-Opt Upper Floor A Elevation A MAIN FLOOR LIVING 1848 SF UPPER FLOOR LIVING 640 SF TOTAL LIVING 2488 SF PLAN OPTIONS OPT. FINISHED BASEMENT 958 SF Square Footages-Opt Upper Floor D ELEVATION D MAIN FLOOR LIVING 1848 SF UPPER FLOOR LIVING 640 SF TOTAL LIVING 2488 SF PLAN OPTIONS OPT. FINISHED BASEMENT 958 SF CLOVER South Burlington, Vermont O'Brien Home Farm Single Family Downhill Lot Clover Opt Upper Floor-Clover Farmhouse Elevation - A Opt Upper Floor-Clover Colonial Elevation - D REVISIONS FD CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 8' - 9" CLG Unfinished Basement 8' - 9" CLG Storage 1 A6.1A2 2 A6.1A2 2 A5.1 39'-0" 17'-8"14'-4"7'-0" 8" 12'-8" 4'-3 1/2" 8" 2'-0 1/2" 16'-4" 2'-4"UP 15 RISERSSUMP W.H. FURN. 4040 SLD4040 SLD10'-0"60'-0"6'-0"10'-0"37'-8"22'-4"6'-0"18'-3 1/2"20'-8 1/2" 39'-0"76'-0"76'-0"6'-0" 6'-0"27'-0" Unexcavated12'-9 1/4"7'-7 1/4"11 1/4"4'-8"7'-3 1/2"2 3/4"3'-6"11'-3 3/4"5'-0 1/4"8"6'-0"146 146 F-2F-2 F-2 F-2 8" 5'-8" 6'-0" 5'-8" 8" 148 148F-2 F-2 F-C 2X6 BEARING WALL 7'-6" SOFFIT 131 8" 10'-7" 6'-8 3/4" 3'-7 1/2" 5'-7" 5'-7" 5'-6 3/4" 8" F-2 F-2 F-2 F-2 F-2 F-2F-2F-2F-2 8" 10'-7"10'-4 1/4" 5'-7" 5'-7" 5'-6 3/4" 8" F-PF-PF-P 147 148 148 148 148 W-8 TYP. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8"9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A0.1A209/01/17OPT UPPER FLOOR FOUNDATION/ BASEMENT PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Foundation/ Basement Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSCLOVER DW9' - 0" CLG Bedroom 2 9' - 0" CLG Foyer 9' - 0" CLG Bath 2 2 Car Garage 9' - 0" CLG O.E.9' - 0" CLG Laundry 9' - 0" CLG W.I.C. 9' - 0" CLG Owners Bath 9' - 0" CLG Owners Suite 9' - 0" CLG Family 9' - 0" CLG Dining 9' - 0" CLG Kitchen Deck 9' - 0" CLG Bedroom 2 2 Car Garage Porch 1 A6.1A2 2 A6.1A2 2 A5.1 39'-0" 12'-0"27'-0" 25'-5 1/2"13'-6 1/2"76'-0"10'-0"60'-0"6'-0"21'-2 1/2"4'-7 1/2"11'-4 1/2"8'-7"2'-4 1/2"11'-10"5'-4"8"6'-6"14'-8 1/2"5'-6 1/2" 5'-10"16'-10 1/2"4'-3 1/2"5'-6 1/2"3'-10 1/2"7'-1"1'-10" 5'-3" 13'-4" 4'-8"21'-0"6'-0"3'-3" 5'-11" 4'-2" 2'-4" 2'-4" 10'-6"10'-6" 18'-3 1/2"20'-8 1/2" 8" 5'-2 1/2" 8" 5'-2 1/2" 8" 5'-2 1/2" 8"76'-0"10'-0"37'-8"22'-4"6'-0"8" 5'-4" PANTRY DN 15 RISERSDN AS REQ'D DN AS REQ'D 2106821068 21068210682668210682668 21068 21068 24682468 5068 SLD 30686068 SLD 16080 OGD21068 3060 SH3060 SH 3060 SH3060 SH3060 SH3060 SH2040 SH3060 SH 3060 SH3060 SH 3060 SH 3060 SHUP 16 RISERSOPTOPT39'-0"3010 TRN ABV6010 TRN ABV. 6'-0" 11'-8" 7'-9 1/2" 6'-6 1/2" 7'-0" 9' - 0" CLG Flex 20682868141 130 131 8'-0" SOFFIT 132 132 132 2x6 WALL 2'-9 1/2" 2'-3 1/2" 8'-5" 4'-7 1/2" 3'-4" 7'-9 1/2" 6'-0 1/2" 3'-8 1/2" 5'-9" 1'-3" 2'-4 1/2" 3'-9 1/2" 5'-1 1/2"20'-8 1/2" 5'-9" 3'-8" 8'-0 1/2" 10" 12'-10" 8" 4'-7 1/2" 3'-4" 5'-4 1/2" 3'-4 1/2" 1'-3" 7'-6 1/2"11'-10" 4'-9" 2'-0 1/2" 3'-6" 8" 10'-5" 11 1/2" 2'-4 1/2" 3'-9 1/2" 7'-0"12'-8"8'-1"15'-1" 2'-3 1/2" 3'-9 1/2" 9'-9"5'-4 1/2"7'-0"4'-1 1/2"8"3'-2"10'-5"2'-4 1/2"4'-6 1/2"2'-4" 2'-3 1/2" 1'-9 1/2" 36"x48" 32"x60"2X6 WALL2X6 WALL2X6 WALL2x4 WALL 2x4 WALL 101 102 104 109 108 109 108 108 109 108 103 138 107 107 135 124 111 111 113 117 110 122 122 122 122 109 108 109 108 118 119 121 125 111 110 117 116 122 122 126 127128 123 1'-6" 150 152 151 151 150 152 152 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A1.1A209/01/17OPT UPPER FLOOR MAIN FLOOR PLAN-A O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Main Floor Plan Elevation - A Optional Upper Floor KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSCLOVER CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 8' - 0" CLG Bonus 8' - 0" CLG W.I.C. 2640 SH 2640 SH2640 SH 2668246824683050 SH3050 SH 3050 SH 3050 SH 3050 SH 1 A6.1A2 2 A6.1A2 2 A5.1 8' - 0" CLG Bath 3 39'-0" 18'-3 1/2"20'-8 1/2" 12'-10" 5'-5 1/2" 6'-6 1/2" 7'-4" 6'-10" 3'-6" 5'-8" 3'-8" 1'-11 1/2" 3'-6" TEMP.66'-0"25'-10"34'-2"6'-0"14'-6"19'-8"5'-6"20'-4"2'-6" 12'-0" 3'-8" 11'-10 1/2" 4'-1 1/2"66'-0"6'-0" 2'-0"20'-4"17'-4"20'-4"39'-0" 18'-1 1/2"3'-9 1/2"17'-1"DN 16 RISERS8' - 0" CLG Bedroom 3 5'-8 1/2" 8'-9 1/2" 7'-10" 3'-7 1/2" 141 124 111 110 116 122 122 133 133 123 133 32"x60" 133 133 133 151 150 152 GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. * PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A2.1A209/01/17OPT UPPER FLOOR UPPER FLOOR PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Upper Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (SIZE PER PLAN). 115 DROP IN TUB W/ PLATFORM. 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 138 2X6 HALF WALL @ 34 1/2" A.F.F. W/ COUNTER 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 142 OPTIONAL PET SPACE 36" A.F.F. 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 148 BEAM POCKET. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F.REVISIONSCLOVER CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"15'-8"10" 12" 10" 12" DORMER PLATE 223 211 201 203 2104'-9"3 AD.2 8 AD.2 10 AD.2 3 AD.1 4 AD.1 AD.3 3 213 207 214 8'-3"(3) 2030 FX BLACKOUT @ 14'-11" H.H. MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 10" 12" 10" 12" 201 203 210 223 1 AD.2 5 AD.2 9 AD.2 3 AD.1 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 4" 12" 4" 12" 6" 12" 6" 12" 203 210 201 211 223 1 AD.2 3 AD.2 8 AD.2 3 AD.1 215 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 6" 12"6" 12" 4" 12"203 223 211 201 210 1 AD.2 8 AD.2 10 AD.2 3 AD.1 215 6" / 12"4" / 12"6" / 12"10" / 12"10" / 12"4" / 12"RAKE TYP 6"EAVE TYP1'-0"2'-0"7'-4" 6'-10" GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A3.1A209/01/17OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-A O'Brien Brothers AgencyElevation - A Optional Upper FloorSCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. ATTIC VENTILATION SCHEDULE (ELEVATION A2) AREA ATTIC AREA (SQ FT) TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2340 SF 1123 in² 2246 in² 562 in² 674 in² 449 in² 562 in² PORCH ROOF 110 SF 53 in² 105 in² 26 in² 32 in² 21 in² 26 in² CLOVER CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-1 1/8"10"9'-1 1/8"11 1/2"8'-8"18'-10"8" 12" 8" 12" 8" 12" 8" 12" DORMER PLATE 8" 12" 8" 12" 203 223 210 201 2640 FX BLACKOUT @ 17'-11" H.H.8'-3"1 AD.2 3 AD.2 10 AD.2 3 AD.1 AD.3 3 SIM215 215 213 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"203 223 210 201 1 AD.2 5 AD.2 9 AD.2 3 AD.1 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"6" 12" 6" 12"6" 12" 203 223 211 1 AD.2 3 AD.2 8 AD.2 3 AD.1207 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR UPPER FLOOR UPPER PLATE 8'-8"11 1/2"9'-1 1/8"10"8'-1 1/8"6" 12"6" 12" 203 223 211 1 AD.2 8 AD.2 207 6" / 12"6" / 12"6" / 12"8" / 12"8" / 12" 8" / 12" 8" / 12" 8" / 12" 8" / 12" RAKE TYP 6"EAVE TYP1'-0"5'-0"3'-8" 3'-4" 3'-8" 5'-2" GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A3.1D209/01/17OPT UPPER FLOOR EXTERIOR ELEVATIONS & ROOF PLAN-D O'Brien Brothers AgencyElevation - D Optional Upper Floor SCALE: 1/4" = 1'-0" (22x34) Front Elevation SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/8" = 1'-0" (22x34) Roof Plan KEYNOTES: EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 205 BOARD & BATTEN SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 223 5/4x6 FRIEZE TRIM. 224 BRACKET- FYPON BKT16X18X3 OR EQUAL REVISIONSNOTE: * REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1 BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT THE SOFFIT. ** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE APART FROM ONE ANOTHER. ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. ATTIC VENTILATION SCHEDULE (ELEVATION D) AREA ATTIC AREA (SQ FT) TOTAL NET VENTED (1/300) (SQ IN) TOTAL NET VENTED (1/150) (SQ IN)) *LOWER VENT MIN (50%) *LOWER VENT MAX (60%) *UPPER VENT MIN (40%) *UPPER VENT MAX (50%) MAIN ROOF 2340 SF 1123 in² 2246 in² 562 in² 674 in² 449 in² 562 in² PORCH ROOF 18 SF 9 in² 17 in² 4 in² 5 in² 3 in² 4 in² CLOVER FD 8' - 9" CLG Family 8' - 9" CLG Bedroom 8' - 9" CLG Unfinished Basement Unexcavated 8' - 9" CLG Storage 8' - 9" CLG Bath SUMP W.H. FURN. 2068 246826685068 SLD2868OPT. 3'-6" SOFFIT 1'-0 1/2"11'-7"5'-3 1/2"19'-9"8" 4 1/2" 9'-10 1/2" 8" 9'-10 1/2" 8" 3'-7 1/2" 3'-0" 6'-4 1/2" 2'-10" 4 1/2" 8" 8" 4 1/2" 10'-4" 2'-11 1/2" 3'-9 1/2" 3'-4" 16'-10 1/2"8"8"4 1/2"11'-7"8"12'-6 1/2"2'-7 1/2"5'-0 1/2"3'-6"8"4 1/2"7'-9 1/2"3'-9 1/2"2'-1 1/2"3'-6"4"14'-11"3'-6"8"8"18'-7"2'-0"3'-9 1/2"11'-7"4 1/2"8"110 116 111117 122 142 131 32"x60" 1'-0 1/2"20'-8 1/2"2'-4 1/2" 13'-10" 1'-0 1/2" 7'-6" SOFFIT 7'-6" SOFFIT 1411'-0 1/2"35'-11 1/2"OPTIONAL WASHER/ DRYER LOCATION 2x6 WALL 7'-6" SOFFIT 131 151 150152 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A4.1.109/01/17OPT FINISHED BASEMENT O'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Finished Basement Plan Optional Finished Basement DAISY/CLOVERREVISIONS 8' - 9" CLG Unfinished Basement 39'-0"10'-0"10'-0"6'-0"6'-0" 6'-0"11'-8"14'-4"7'-0" 3050 SH3050 SH3050 SH3050 SH6068 SLD Patio 12'-0"27'-0"WP/ GFIF-P F-P F-P MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"6 AD.2 203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"203 MAIN FLOOR MAIN PLATE T.O.F. BASEMENT FLOOR8'-8"11 1/2"9'-1 1/8"203 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. Deck Dining Family Owners Suite 137 BASEMENT PLAN NOTES: * SEE BASEMENT PLAN SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: * SEE FLOOR PLAN SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL NOTES : * SEE ELECTRICAL PLAN SHEETS FOR ADDITIONAL INFORMATION ELEVATION NOTES : * SEE ELEVATION SHEETS FOR ADDITIONAL INFORMATION www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED:ISSUE DATE:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.O'Brien Home Farm Single Family Downhill LotSouth Burlington, VermontSF160440.00 JM JM JM A4.2.1A09/01/17OPT WALKOUT BASEMENT-AO'Brien Brothers AgencySCALE: 1/4" = 1'-0" (22x34) Partial Foundation/ Basement Plan SCALE: 1/8" = 1'-0" (22x34) Rear Elevation SCALE: 1/8" = 1'-0" (22x34) Right Elevation SCALE: 1/8" = 1'-0" (22x34) Left Elevation SCALE: 1/4" = 1'-0" (22x34) Partial Main Floor Plan Elevation - A Optional Walkout Basement All Elevations Similar REVISIONSCLOVER ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:24 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA0.000 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A1.700 OPT DAYLIGHT BASEMENT A1.701 OPT DAYLIGHT BASEMENT A1.800 OPT WALKOUT BASEMENT A1.801 OPT WALKOUT BASEMENT A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 17 AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 135 SF DECK 225 SF UNFINISHED BASEMENT 946 SF NON-LIVABLE 1804 SF ELEVATION A 3968 SF ELEVATION B MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 129 SF DECK 225 SF UNFINISHED BASEMENT 920 SF NON-LIVABLE 1772 SF ELEVATION B 3936 SF Hillside at O'Brien Farm -Village Green Hilltop Single Family South Burlington, Vermont Elevation B -FarmhouseElevation A -Craftsman UP 15 RISERS 47' - 0"4' - 0"23' - 0"6' - 0"41' - 0"47' - 0"40' - 0" 20' - 0"20' - 0" 10"16' - 4"2' - 10" 13' - 4"4' - 8"22' - 0"4' - 0"6' - 0"4' - 0"UNEXCAVATED 8' -9" CLG UNFINISHED BASEMENT UNEXCAVATED 40' - 0" 17' - 4"22' - 8" 18' - 0"22' - 0"18' - 0"2' - 0"8' - 0"7' - 8 1/2"7' - 3"7' - 8 1/2"8' - 0"9' - 0"9' - 0" 4040 XO 8' -9" CLG STORAGE FURNACE F.D.WH HRV ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:25 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.100 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 135 SF DECK 225 SF UNFINISHED BASEMENT 946 SF NON-LIVABLE 1804 SF ELEVATION A 3968 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN UP 16 RISERS DN DN 15 RISERS 1' - 8"4' - 4"11' - 0"3' - 6"2' - 3"41' - 0"6' - 0"20' - 0"20' - 0" 13' - 4"4' - 8"22' - 0" 6' - 6"6' - 10"2' - 4"2' - 4"11' - 0"11' - 0"2020 FX(2)-3060 DH 4' - 0"23' - 0"1' - 8"9' - 8"1' - 8"5' - 4"1' - 8"2' - 0"16080 OGD 47' - 0"40' - 0"47' - 0"4' - 0"6' - 0"w/ 3010 FX ABV. PORCH 20' -0" x 6' -0" 9' -0" CLG FAMILY DECK 9' -0" CLG DINING 9' -0" CLG KITCHEN PANTRY 2-CAR GARAGE 9' -0" CLG FLEX 2-STORY CLG FOYER9' -0" CLG POWDER 9' -0" CLG P.O. 9' -0" CLG O.E. 40' - 0" 17' - 4"22' - 8" 18' - 0"22' - 0" 3' - 9"3' - 6"3' - 6"3' - 6"3' - 9"6' - 0"8' - 0"8' - 0" 17' -1" x 15' -5"DBL SINK w/DISPD/W RANGE w/MICRO ABVREFBENCH 21068 SC2668 24683060 DH3060 DH 3060 DH 3060 DH 3060 DH (2)-3060 DH 6068 SGD (TEMP) 30682020 FX2020 FX2040 DHW/C PED 16682106828683060 DH8' - 0"16' - 6"6' - 11 1/2"6' - 6 1/2"2' - 6"11' - 6"2' - 6"4' - 9"1' - 9 1/2"1' - 9"3' - 6"2' - 0"18' - 0"12' - 9"5' - 3"9' -4" x 12' -9" 12' -5" x 10' -6" 21' -3" x 22' -8"OPT FIREPLACE8' - 0"22' -8" x 10' -0" w/ 6010 FX ABV.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:26 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.110 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 135 SF DECK 225 SF UNFINISHED BASEMENT 946 SF NON-LIVABLE 1804 SF ELEVATION A 3968 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 11' - 9 1/2"39' - 0"6' - 0"4' - 0"6' - 0"13' - 4"5' - 1 1/2"21' - 6 1/2" 10' - 6"2' - 10" 7' - 8 1/2"13' - 10" (2)-3050 DH 6' - 6"4' - 0"2' - 4"2' - 9 1/2" 11' - 3 1/2"2' - 6 1/2"47' - 0"47' - 0"40' - 0" 8' -0" CLG BEDROOM 2 8' -0" CLG LAUNDRY 8' -0" CLG OWNER'S BATH 8' -0" CLG OWNER'S SUITE 8' -0" CLG UNFINISHED STORAGE 8' -0" CLG W.I.C. 8' -0" CLG BATH 2 8' -0" CLG BEDROOM 3 (2)-3050 DH 4040 FX TEMP.(3)-3050 DH OPT. 2020 FXOPT. 2020 FXOPT. 2020 FX2040 DH 2040 FX4050 FX2668266824685068 BP16682868 24682468 2468 2468 2668 5068 BP 10' -1" x 11' -4" 13' -1" x 14' -1" 10' -0" x 11' -4" LAV W/C 32x60TUB/SHOWERW D 34x48 SHOWER 42x60 TUB LAVLAVW/COPT. 2468LINENOPEN TO BELOW 40' - 0" 10' - 6 1/2"5' - 10 1/2"4' - 3 1/2"5' - 5 1/2"13' - 10" 5' - 6"5' - 0 1/2"2' - 11 1/2"2' - 6"6' - 10"7' - 0"12' - 1 1/2"2' - 4 1/2"7' - 5"5' - 3 1/2"3' - 6"3' - 11"2' - 0"22' - 0"13' - 0"7' - 2"14' - 10"4' - 6"3' - 0"3' - 0"4' - 4"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:28 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.120 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 135 SF DECK 225 SF UNFINISHED BASEMENT 946 SF NON-LIVABLE 1804 SF ELEVATION A 3968 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 8 12 8 12 8 12 8 12 8 12 SHAKE SIDING LAP SIDING STONE VENEER MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 8 12 8 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:29 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.200 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 4 12 6 12 6 12 6 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 6 12 4 12 6 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:30 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.201 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 8:12 8:124:128:12 8:12 8:12 6:126:126:124:12 TYP.1' - 0" EAVETYP. 1' - 0" RAKE 6:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:30 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.300 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan Elevation A -Craftsman CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 8' -9" CLG UNFINISHED BASEMENT 17' - 4"22' - 8" 7' - 8 1/2"7' - 3"7' - 8 1/2" 4040 XO 4040 XO4040 XO 18' - 0"22' - 0" 9' - 0"9' - 0"6' - 0"9' - 0"7' - 0"2' - 0"8' - 0"MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 11 1/2"9' - 1 1/8"10"8' - 1 1/8"8' - 8"8 12 8 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:31 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.700 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT DAYLIGHT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. SCALE: 1/4" = 1'-0" Basement Plan Opt. Daylight Basement All Elevations Similar SCALE: 1/4" = 1'-0" Rear Elevation MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 11 1/2"9' - 1 1/8"8' - 1 1/8"10"8' - 8"4 12 6 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"11 1/2"8' - 1 1/8"10"8' - 8"6 12 4 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:32 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.701 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT DAYLIGHT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Opt. Daylight Basement All Elevations Similar GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 11 1/2"9' - 1 1/8"10"8' - 1 1/8"8' - 8"8 12 8 12 4 12 8' -9" CLG UNFINISHED BASEMENT 17' - 4"22' - 8" 7' - 8 1/2"7' - 3"7' - 8 1/2" 3050 DH 3050 DH 18' - 0"22' - 0" 9' - 0"9' - 0"6' - 0"8' - 0"8' - 0"2' - 0"8' - 0"6068 SGD (TEMP)ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:33 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.800 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT WALKOUT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Opt. Walkout Basement All Elevations Similar SCALE: 1/4" = 1'-0" Rear Elevation SCALE: 1/4" = 1'-0" Basement Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"11 1/2"8' - 1 1/8"10"8' - 8"6 12 4 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 11 1/2"9' - 1 1/8"8' - 1 1/8"10"8' - 8"4 12 6 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:34 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA1.801 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT WALKOUT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Opt. Walkout Basement All Elevations Similar GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. UP 15 RISERS 6' - 0"41' - 0"47' - 0"4' - 0"23' - 0"47' - 0"40' - 0" 18' - 8"21' - 4" 13' - 4"4' - 8"22' - 0"4' - 0"6' - 0"1' - 2"8' - 4"1' - 8"8' - 4"1' - 10" UNEXCAVATED 4' - 0"8' -9" CLG UNFINISHED BASEMENT UNEXCAVATED 40' - 0" 17' - 4"22' - 8" 18' - 0"22' - 0"18' - 0"2' - 0"8' - 0"7' - 8 1/2"7' - 3"7' - 8 1/2"8' - 0"9' - 0"9' - 0" 4040 XO 8' -9" CLG STORAGE FURNACE F.D.WH HRV ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:35 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA2.100 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD - ELEV B AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 129 SF DECK 225 SF UNFINISHED BASEMENT 920 SF NON-LIVABLE 1772 SF ELEVATION B 3936 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UPUP 16 RISERS DN DN 15 RISERS 8080 OGD 8080 OGD2020 FX3060 DH 3060 DH 40' - 0" 18' - 8"21' - 4" 8"5' - 6"8"5' - 6"8"5' - 0"8" 3' - 5"6' - 2"3' - 9"2' - 4"2' - 4"6' - 0"10' - 0"6' - 0" 13' - 4"4' - 8"22' - 0"3' - 6"2' - 3"8"5' - 4"11' - 0"6' - 0"41' - 0"47' - 0"4' - 0"23' - 0"47' - 0"4' - 0"w/ 3010 FX ABV.6' - 0"PORCH 18' -8" x 6' -0" 9' -0" CLG FAMILY DECK 9' -0" CLG DINING 9' -0" CLG KITCHEN PANTRY 2-CAR GARAGE 9' -0" CLG FLEX 2-STORY CLG FOYER9' -0" CLG POWDER 9' -0" CLG P.O. 9' -0" CLG O.E. 40' - 0" 17' - 4"22' - 8" 18' - 0"22' - 0" 3' - 9"3' - 6"3' - 6"3' - 6"3' - 9"6' - 0"8' - 0"8' - 0" 17' -1" x 15' -5"DBL SINK w/DISPD/W RANGE w/MICRO ABVREFBENCH 21068 SC2668 24683060 DH3060 DH 3060 DH 3060 DH 3060 DH (2)-3060 DH 6068 SGD (TEMP) 30682020 FX2020 FX2040 DHW/C PED 16682106828683060 DH8' - 0"16' - 6"6' - 11 1/2"6' - 6 1/2"2' - 6"11' - 6"2' - 6"4' - 9"1' - 9 1/2"1' - 9"3' - 6"2' - 0"18' - 0"12' - 9"5' - 3"9' -4" x 12' -9" 12' -5" x 10' -6" 21' -3" x 22' -8"OPT FIREPLACE8' - 0"22' -8" x 10' -0" w/ 6010 FX ABV.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:37 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA2.110 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 129 SF DECK 225 SF UNFINISHED BASEMENT 920 SF NON-LIVABLE 1772 SF ELEVATION B 3936 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS (2)-3050 DH11' - 9 1/2"39' - 0"6' - 0"47' - 0"4' - 0"6' - 0"47' - 0"40' - 0" 13' - 4"5' - 1 1/2"21' - 6 1/2" 10' - 6"2' - 10" 6' - 6"4' - 0"2' - 4"2' - 9 1/2" 7' - 8 1/2"13' - 10" 11' - 3 1/2"2' - 6 1/2"22' - 0"8' -0" CLG BEDROOM 2 8' -0" CLG LAUNDRY 8' -0" CLG OWNER'S BATH 8' -0" CLG OWNER'S SUITE 8' -0" CLG UNFINISHED STORAGE 8' -0" CLG W.I.C. 8' -0" CLG BATH 2 8' -0" CLG BEDROOM 3 (2)-3050 DH 4040 FX TEMP.(3)-3050 DH OPT. 2020 FXOPT. 2020 FXOPT. 2020 FX2040 DH 2040 FX4050 FX2668266824685068 BP16682868 24682468 2468 2468 2668 5068 BP 10' -1" x 11' -4"13' -1" x 14' -1" 10' -0" x 11' -4" LAV W/C 32x60TUB/SHOWERW D 34x48 SHOWER 42x60 TUB LAVLAVW/COPT. 2468LINENOPEN TO BELOW 40' - 0" 10' - 6 1/2"5' - 10 1/2"4' - 3 1/2"5' - 5 1/2"13' - 10" 5' - 6"5' - 0 1/2"2' - 11 1/2"2' - 6"6' - 10"7' - 0"12' - 1 1/2"2' - 4 1/2"7' - 5"5' - 3 1/2"3' - 6"3' - 11"2' - 0"22' - 0"13' - 0"7' - 2"14' - 10"4' - 6"3' - 0"3' - 0"4' - 4"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:38 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA2.120 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1123 SF UPPER FLOOR LIVABLE 1041 SF LIVABLE 2164 SF 2-CAR GARAGE 498 SF PORCH 129 SF DECK 225 SF UNFINISHED BASEMENT 920 SF NON-LIVABLE 1772 SF ELEVATION B 3936 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 10 12 10 12 4 12 10 12 10 12 BOARD & BATTEN LAP SIDING MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:39 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA2.200 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 8 12 8 12 4 126 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"10"TOP OF FOUNDATION 8 12 8 12 4 12 4 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:40 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA2.201 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 8:126:128:124:12 10:12 10:12 4:1210:12 10:12 4:124:12 PITCH BREAKTYP.1' - 0" EAVETYP. 1' - 0" RAKE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 1:49:41 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-1\SF-1_R2019.rvtA2.300 PLAN SF-1 SF210303.00 MB MB JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Elevation B -Farmhouse ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:16 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA0.000 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hillside at O'Brien Farm -Village Green Hilltop Single Family South Burlington, Vermont SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET ARCHITECTURAL A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A1.700 OPT DAYLIGHT BASEMENT A1.701 OPT DAYLIGHT BASEMENT A1.800 OPT WALKOUT BASEMENT A1.801 OPT WALKOUT BASEMENT A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 17 AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1169 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF 2-CAR GARAGE 467 SF PORCH 123 SF UNFINISHED BASEMENT 1071 SF DECK 143 SF NON-LIVABLE 1804 SF ELEVATION A 4018 SF ELEVATION B MAIN FLOOR LIVABLE 1169 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF 2-CAR GARAGE 467 SF PORCH 106 SF DECK 143 SF UNFINISHED BASEMENT 1071 SF NON-LIVABLE 1787 SF ELEVATION B 4001 SF Elevation A -Craftsman Elevation B -Farmhouse UP 15 RISERS 45' - 0"2' - 0"6' - 0"37' - 0"40' - 0" 11' - 10"7' - 4"20' - 10" 10"8' - 4"1' - 4"8' - 4"2' - 0"1' - 0"22' - 4"45' - 0"UNEXCAVATED 7' - 0"21' - 0"8' -9" CLG UNFINISHED BASEMENT 4040 XO 8' - 6"25' - 0"6' - 6" F.D. FURNACE 40' - 0" 17' - 0"12' - 0"11' - 0" 6' - 0"6' - 0"21' - 8"8' -9" CLG STORAGE UNEXCAVATED 4040 XO12' - 0"12' - 0"14' - 8"6' - 0" WH HRV1' - 4"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:17 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.100 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1169 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF C 2-CAR GARAGE 467 SF E PORCH 123 SF F UNFINISHED BASEMENT 1071 SF D DECK 143 SF NON-LIVABLE 1804 SF ELEVATION A 4018 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DNUP 16 RISERS DN 15 RISERS 11' - 10"7' - 4"20' - 10"2' - 0"4' - 1"2' - 0"6' - 0"37' - 0"6' - 7"6' - 3 1/2"2' - 6 1/2"2' - 7"22' - 4"1' - 0"2' - 0"8080 OGD7' - 0"45' - 0"1' - 8"4"1' - 8"4' - 4"11' - 8 1/2"8080 OGD 40' - 0"45' - 0"11' - 10"1' - 8"4' - 0"1' - 8"5' - 0"9' - 8"6' - 2" 2 -3050 DH 12' - 10 1/2"5' - 1 1/2"22' - 0" 18' -0" x 6' -0" PORCH 2-CAR GARAGE 9' -0" CLG FLEX 9' -0" CLG O.E. PANTRY 9' -0" CLG KITCHEN 2-STORY CLG FOYER 9' -0" CLG POWDER LINEN 9' -0" CLG DINING 9' -0" CLG FAMILY COAT REFRANGE w/MICRO ABVDBL SINK w/ DISP D/W 2106821068210682068 206821068 SC2468 3 -2020 FX2040 DH3050 DH3 -3050 DH 3046 DH 3050 DH6' - 10 1/2"5' - 4"6' - 10"2' - 4 1/2"3' - 10 1/2"1' - 8"2' - 2 1/2"3' - 7 1/2"2' - 0"2' - 10"4' - 0"W/C PED 3068 9' - 0"14' - 0"11' - 7"5' - 5" (2) 3068 FR DR (TEMP)3' - 5 1/2"2' - 11 1/2"3' - 8 1/2"11' - 6 1/2"DECK 2' - 11 1/2"3' - 11"21' - 8"12' -4" x 11' -3" 21' -8" x 20' -6" 17' -4" x 18' -3"10' -0" x 14' -6" 12' -0" x 12' -0" 17' - 0"12' - 0"11' - 0" 40' - 0" TECH/DESK 6010 FX ABV.12' - 0"12' - 0"3010 FX ABV. 39' - 1 1/2"10 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:19 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.110 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1169 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF C 2-CAR GARAGE 467 SF E PORCH 123 SF F UNFINISHED BASEMENT 1071 SF D DECK 143 SF NON-LIVABLE 1804 SF ELEVATION A 4018 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 6' - 7"3' - 11" 10' - 6"2' - 10" 13' - 4"5' - 1 1/2"21' - 6 1/2" 40' - 0" 2' - 2"2' - 11 1/2" 2' - 11 1/2"3' - 10"21' - 0"1' - 0"9' - 0"5' - 9"6' - 9 1/2"2' - 7"10' - 5"1' - 0"11' - 5"37' - 0"6' - 0"2' - 0"5068 BP45' - 0"2 -3050 DH 2030 FX 10' -5" x 10' -11" 11' - 10"7' - 4"20' - 10"45' - 0"2030 FX 8' -0" CLG BEDROOM 3 8' -0" CLG LAUNDRY OPEN TO BELOW 8' -0" CLG OWNER'S BATH 8' -0" CLG OWNER'S SUITE LINEN 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C.8' -0" CLG BATH 2 W/CLAVLAVLAV W/C 32x60TUB/SHOWER34x48 SHOWER DW 3 -3050 DH3050 DH3050 DH 2 -3050 DH2040 DH (2) 2068 2468 5068 BP 26682468 2468 26682668 24682468 5' - 8 1/2"5' - 8"11' - 10"2' - 4 1/2"11' - 4 1/2"8' - 10 1/2"2' - 11 1/2"40' - 0" 10' - 6 1/2"9' - 3"6' - 4 1/2"13' - 10" 2' - 11 1/2"7' - 7"3' - 4"3' - 0 1/2"6' - 9 1/2"7' - 0 1/2"3' - 5 1/2"4' - 3 1/2"15' - 3"8' -0" CLG LOFT (+16" SEAT)17' -6" x 11' -1" 10' -1" x 11' -1"13' -1" x 14' -6"23' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:20 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.120 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1169 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF C 2-CAR GARAGE 467 SF E PORCH 123 SF F UNFINISHED BASEMENT 1071 SF D DECK 143 SF NON-LIVABLE 1804 SF ELEVATION A 4018 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 10"9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 8 12 8 12 8 12 8 12 8 12 8 12 8 12 SHAKE SIDING LAP SIDING STONE VENEER MAIN FLOOR MAIN PLATE 9' - 1 1/8"10"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"8 12 8 12 8 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:21 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.200 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"10"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"6 12 4 12 MAIN FLOOR MAIN PLATE 10"9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:22 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.201 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:128:12 8:12 8:12 8:12 8:12 4:124:12 2:12CRICKET 8:12 TYP. 1' - 0" EAVE TYP.1' - 0" RAKE6:128:12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:23 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.300 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"10"8' - 1 1/8"11 1/2"8 12 8 12 8 12 4 12 8' - 8"8' - 6"26' - 1"5' - 5" 40' - 0" 17' - 0"6' - 0"6' - 0"11' - 0"12' - 0"4040 XO 4040 XO 8' -9" CLG UNFINISHED BASEMENT ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:24 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.700 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT DAYLIGHT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Rear Elevation SCALE: 1/4" = 1'-0" Basement Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Opt. Daylight Basement All Elevations Similar MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 10"9' - 1 1/8"11 1/2"8' - 8"8' - 1 1/8"6 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"10"8' - 1 1/8"8' - 8"11 1/2"6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:25 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.701 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT DAYLIGHT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Opt. Daylight Basement All Elevations Similar MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"10"8' - 1 1/8"11 1/2"8 12 8 12 8 12 4 12 8' - 8"UNFINISHED BASEMENT 9' - 0"14' - 0"12' - 0"5' - 0" 40' - 0" 17' - 0"6' - 0"6' - 0"11' - 0"12' - 0"3050 DH 6068 SGD (TEMP) 3050 DH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:25 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.800 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT WALKOUT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Rear Elevation SCALE: 1/4" = 1'-0" Basement Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Opt. Walkout Basement All Elevations Similar MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 10"9' - 1 1/8"11 1/2"8' - 8"8' - 1 1/8"6 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"10"8' - 1 1/8"8' - 8"11 1/2"6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:26 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA1.801 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontOPT WALKOUT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Opt. Walkout Basement All Elevations Similar UP 15 RISERS 1' - 0"6' - 0"37' - 0"44' - 0"18' - 0"22' - 0" 40' - 0" 3' - 0"16' - 0"3' - 0"22' - 4"44' - 0"UNEXCAVATED 21' - 0"8' -9" CLG UNFINISHED BASEMENT 4040 XO 8' - 6"25' - 0"6' - 6" F.D. FURNACE 40' - 0" 17' - 0"12' - 0"11' - 0" 6' - 0"6' - 0"21' - 8"8' -9" CLG STORAGE UNEXCAVATED 4040 XO12' - 0"12' - 0"14' - 8"6' - 0" WH HRV1' - 4"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:27 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA2.100 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD... AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1169 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF 2-CAR GARAGE 467 SF PORCH 106 SF DECK 143 SF UNFINISHED BASEMENT 1071 SF NON-LIVABLE 1787 SF ELEVATION B 4001 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DNUP 16 RISERS DN 15 RISERS 16080 OGD 40' - 0"6' - 1"1' - 0"6' - 0"37' - 0"44' - 0"22' - 4"44' - 0"18' - 0"22' - 0" 8"5' - 5"8"5' - 5"8"5' - 2" 3' - 5 1/2"6' - 1"3' - 4"2' - 6 1/2"2' - 7" 11' - 0"11' - 0"7' - 0"8"5' - 4"11' - 8 1/2"12' - 10 1/2"5' - 1 1/2"22' - 0" 3050 DH 3050 DH 18' -0" x 6' -0" PORCH 2-CAR GARAGE 9' -0" CLG FLEX 9' -0" CLG O.E. PANTRY 9' -0" CLG KITCHEN 2-STORY CLG FOYER 9' -0" CLG POWDER LINEN 9' -0" CLG DINING 9' -0" CLG FAMILY COAT REFRANGE w/MICRO ABVDBL SINK w/ DISP D/W 2106821068210682068 206821068 SC2468 3 -2020 FX2040 DH3050 DH3 -3050 DH 3046 DH 3050 DH6' - 10 1/2"5' - 4"6' - 10"2' - 4 1/2"3' - 10 1/2"1' - 8"2' - 2 1/2"3' - 7 1/2"2' - 0"2' - 10"4' - 0"W/C PED 3068 9' - 0"14' - 0"11' - 7"5' - 5" (2) 3068 FR DR (TEMP)3' - 5 1/2"2' - 11 1/2"3' - 8 1/2"11' - 6 1/2"DECK 2' - 11 1/2"3' - 11"21' - 8"12' -4" x 11' -3" 21' -8" x 20' -6" 17' -4" x 18' -3"10' -0" x 14' -6" 12' -0" x 12' -0" 17' - 0"12' - 0"11' - 0" 40' - 0" TECH/DESK 6010 FX ABV.12' - 0"12' - 0"3010 FX ABV. 39' - 1 1/2"10 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:29 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA2.110 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD... AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1169 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF 2-CAR GARAGE 467 SF PORCH 106 SF DECK 143 SF UNFINISHED BASEMENT 1071 SF NON-LIVABLE 1787 SF ELEVATION B 4001 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 6' - 8"3' - 10" 10' - 6"2' - 10" 13' - 4"5' - 1 1/2"21' - 6 1/2" 40' - 0" 2' - 4"2' - 9 1/2" 3' - 6"3' - 3 1/2" 9' - 0"5' - 9"6' - 9 1/2"23' - 0"15' - 3"4' - 3 1/2"3' - 5 1/2"37' - 0"11' - 5"2' - 7"10' - 5"1' - 0"23' - 0"7' - 0"2' - 0"9' - 0"10' -5" x 10' -11"46' - 0"46' - 0"18' - 0"22' - 0" 2 -3050 DH 2030 FX 2020 FX 5068 BP8' -0" CLG BEDROOM 3 8' -0" CLG LAUNDRY OPEN TO BELOW 8' -0" CLG OWNER'S BATH 8' -0" CLG OWNER'S SUITE LINEN 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C.8' -0" CLG BATH 2 W/CLAVLAVLAV W/C 32x60TUB/SHOWER34x48 SHOWER DW 3 -3050 DH3050 DH3050 DH 2 -3050 DH2040 DH (2) 2068 2468 5068 BP 26682468 2468 26682668 24682468 5' - 8 1/2"5' - 8"11' - 10"2' - 4 1/2"11' - 4 1/2"8' - 10 1/2"2' - 11 1/2"40' - 0" 10' - 6 1/2"9' - 3"6' - 4 1/2"13' - 10" 2' - 11 1/2"7' - 7"3' - 4"3' - 0 1/2"6' - 9 1/2"7' - 0 1/2"3' - 5 1/2"4' - 3 1/2"15' - 3"8' -0" CLG LOFT (+16" SEAT)17' -6" x 11' -1" 10' -1" x 11' -1"13' -1" x 14' -6"23' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:30 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA2.120 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD... AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1169 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF 2-CAR GARAGE 467 SF PORCH 106 SF DECK 143 SF UNFINISHED BASEMENT 1071 SF NON-LIVABLE 1787 SF ELEVATION B 4001 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 10 12 10 12 4 12 10 12 BOARD AND BATTEN LAP SIDING10 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"10"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:31 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA2.200 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"10"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 8 12 8 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 10"9' - 1 1/8"11 1/2"8' - 1 1/8"TOP OF FOUNDATION 8 12 8 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:32 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA2.201 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 8:128:1210:12 10:12 4:12 10:12 10:12 4:124:12 TYP. 1' - 0" EAVE TYP.1' - 0" RAKEPITCH BREAKISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:05:32 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-2\SF-2_R2019.rvtA2.300 PLAN SF-2 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmVillage Green Hilltop Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation B CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:37 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA0.000 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A1.700 OPT DAYLIGHT BASEMENT A1.701 OPT DAYLIGHT BASEMENT A1.800 OPT WALKOUT BASEMENT A1.801 OPT WALKOUT BASEMENT A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 17 AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1137 SF UPPER FLOOR LIVABLE 1361 SF LIVABLE 2498 SF 2-CAR GARAGE 592 SF PORCH 97 SF DECK 111 SF UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1836 SF ELEVATION A 4334 SF ELEVATION B MAIN FLOOR LIVABLE 1137 SF UPPER FLOOR LIVABLE 1358 SF LIVABLE 2495 SF 2-CAR GARAGE 624 SF PORCH 124 SF DECK 111 SF UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1895 SF ELEVATION B 4390 SF Hillside at O'Brien Farm -Meadow Single Family South Burlington, Vermont Elevation A -Craftsman Elevation B -Farmhouse UP 15 RISERS 5' - 0"10' - 0"17' - 0"5' - 0"21' - 0" 58' - 0" 2' - 4"16' - 4"2' - 4"35' - 0"1' - 0"35' - 0"2' - 0"31' - 0"9' - 4"21' - 8"4' - 0"11' - 0"16' - 0" 58' - 0" 21' - 0"14' - 0"6' - 4"16' - 8" 12' - 6"8' - 6" UNEXCAVATED2' - 0"27' - 0"5' - 0"8' -9" CLG STORAGE 4040 XO UNEXCAVATED 2' - 0"4' - 8 1/2"4' - 7"4' - 8 1/2"8' - 0"8' - 0"F.D.FURNACE8' -9" CLG UNFINISHED BASEMENT HRV3' - 8" WH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:38 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.100 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1137 SF B UPPER FLOOR LIVABLE 1361 SF LIVABLE 2498 SF C 2-CAR GARAGE 592 SF E PORCH 97 SF D DECK 111 SF F UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1836 SF ELEVATION A 4334 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN UP 16 RISERS DN 15 RISERS2' - 9"2' - 3" 5' - 0"10' - 0"17' - 0"5' - 0"21' - 0" 10' - 6"10' - 6" 5' - 0"2' - 4 1/2"5' - 4 1/2"2' - 4 1/2"5' - 10 1/2" 58' - 0" 3068 35' - 0"2' - 0"31' - 0"1' - 0"5' - 0"35' - 0"16080 OGD 2040 FX 2 -3060 DH 2040 FX TEMP 2040 FX 19' -9" x 20' -10" 5' - 6"4' - 6" 1' - 8"3' - 8"1' - 8"8' - 4"1' - 8" 16' -0" x 6' -0" 2' - 6"2' - 6"3' - 10 1/2"1' - 6"2' - 9 1/2"3' - 1" PORCH w/ 3010 FX ABV.4' - 4"1' - 8"6' - 0"9' -0" CLG P.O.PANTRYRANGE w/ MICRO ABV DBL SINK w/ DISP D/W (2) 206821068 SC210682030 FX3060 DH3060 DH 3046 DH 3050 DHTEMP.W/CPED DECK 2-CAR GARAGE 9' -0" CLG O.E. 9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG STUDY 9' -0" CLG POWDER 2-STORY CLG FOYER 9' -0" CLG M.K. REF 3050 DH 3050 DH DBL OVEN27' - 0"2' - 0"7' - 6 1/2"4' - 0"15' - 5 1/2"2' - 1"1' - 11"13' - 0"2' - 5 1/2"2' - 5 1/2"10' - 9"7' - 9 1/2"2' - 11 1/2"4' - 0 1/2"4' - 0 1/2"2' - 11 1/2"6' - 2"10' - 6" 2868 14' -0" x 7' -10" 16' -4" x 18' -8" 13' -1" x 10' -8" 10' -1" x 12' -1" STORAGE8' - 0"2' - 0"21' - 0"14' - 0"6' - 4"16' - 8" 58' - 0" 2030 FX 2668 2668210688' - 0"6060 FX 3010 FX ABV. COAT 16' -10" x 9' -2" 3068 FR DR (TEMP)ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:41 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.110 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1137 SF B UPPER FLOOR LIVABLE 1361 SF LIVABLE 2498 SF C 2-CAR GARAGE 592 SF E PORCH 97 SF D DECK 111 SF F UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1836 SF ELEVATION A 4334 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS58' - 0" 5' - 0"11' - 0"16' - 0"5' - 5 1/2"20' - 6 1/2" 2' - 9"2' - 3"5' - 6"5' - 6"2' - 6"2' - 6"5' - 3"5' - 9"2' - 5"3' - 0 1/2" 10' - 0 1/2"10' - 6"11' - 4"1' - 0"4' - 0"1' - 0"5' - 0"1' - 0"35' - 0"5' - 0"11' - 0" 2040 FX TEMP2 -3050 DH2040 FX 3050 DH 2040 FX TEMP 3 -2020 FX 35' - 0"6' - 0"5' - 4"OPEN TO BELOW 42x42 SHOWER 8' -0" CLG BEDROOM 4 8' -0" CLG BATH 2 8' -0" CLG LAUNDRY 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S BATH 8' -0" CLG OWNER'S SUITE 8' -0" CLG W.I.C. 8' -0" CLG W.I.C. 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG KID'S TECH 7' - 6 1/2"19' - 5 1/2"2' - 1"7' - 8 1/2"7' - 2 1/2"2' - 5 1/2"42x60 TUB D W 32x60TUB/SHOWERW/CLAV W/CLAVLAV11' -1" x 10' -1" 10' -1" x 12' -1" 14' -1" x 14' -9" 2' - 5 1/2"1' - 10 1/2"5' - 10 1/2"5' - 6"6' - 6 1/2"4' - 0"6' - 8"3' - 5"7' - 3 1/2"7' - 6 1/2" 4' - 4"11' - 4 1/2"10' - 6 1/2"6' - 10"10' - 1"14' - 10"2' - 6"10' - 8"2' - 6"15' - 8"2' - 0"58' - 0"2030 FX2 -3050 DH 2030 FX2030 FX 5068 BP 26682468 2668 24683050 DH2668 2868 24682468 4040 FX 3 -3050 DH 2040 DH2040 DH2468 24682468 26682030 FXLINEN LINEN2468 10' -3" x 12' -0"2' - 0"27' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:43 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.120 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1137 SF B UPPER FLOOR LIVABLE 1361 SF LIVABLE 2498 SF C 2-CAR GARAGE 592 SF E PORCH 97 SF D DECK 111 SF F UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1836 SF ELEVATION A 4334 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 5 12 5 12 5 12 5 12 5 12 2' - 0"STONE VENEER SHAKE SIDING LAP SIDING MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:44 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.200 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"6 12 4 12 6 12 4 12 2' - 0"MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:45 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.201 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:124:126:125:12 5:12 5:12 4:125:12 5:124:126:12TYP.1' - 0" EAVETYP. 1' - 0" RAKE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:46 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.300 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS 14' - 0" 4' - 8 1/2"4' - 7"4' - 8 1/2" 8' -9" CLG UNFINISHED BASEMENT 4040 XO 21' - 0" 58' - 0"9' - 4"2' - 0"8' - 0"2' - 0"8' - 0"12' - 6"8' - 6"7' - 0"7' - 0"3' - 0 1/2"19' - 11 1/2" 4040 XO 4040 XO 23' - 0" 20' - 4" MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:47 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.700 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontOPT DAYLIGHT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Basement Plan SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Opt. Daylight Basement All Elevations Similar MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"11 1/2"8' - 8"8' - 1 1/8"6 12 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"6 12 4 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:48 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.701 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontOPT DAYLIGHT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Opt. Daylight Basement All Elevations Similar UP 15 RISERS 21' - 0"14' - 0" 4' - 8 1/2"4' - 7"4' - 8 1/2" 8' -9" CLG UNFINISHED BASEMENT 3050 DH 3050 DH 23' - 0" 58' - 0"2' - 0"8' - 0"2' - 0"8' - 0"12' - 6"8' - 6"7' - 0"7' - 0"3' - 0 1/2"8' - 0"11' - 11 1/2" 6068 SGD (TEMP) OPT. 2868 9' - 4"MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:48 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.800 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontOPT WALKOUT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Basement Plan SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Opt. Walkout Basement All Elevations Similar MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"11 1/2"8' - 8"8' - 1 1/8"6 12 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"6 12 4 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:49 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA1.801 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontOPT WALKOUT BASEMENT 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. Opt. Walkout Basement All Elevations Similar UP 15 RISERS 5' - 0"10' - 0"22' - 0"21' - 0" 58' - 0"33' - 0"2' - 4"16' - 4"2' - 4"1' - 0"35' - 0"35' - 0"9' - 4"23' - 8"6' - 0"11' - 0" 58' - 0" 21' - 0"14' - 0"6' - 4"16' - 8" 12' - 6"8' - 6" UNEXCAVATED2' - 0"27' - 0"5' - 0"8' -9" CLG STORAGE 4040 XO UNEXCAVATED 2' - 0"4' - 8 1/2"4' - 7"4' - 8 1/2"8' - 0"8' - 0"F.D.FURNACE8' -9" CLG UNFINISHED BASEMENT HRV3' - 8" WH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:50 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA2.100 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD... AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1137 SF UPPER FLOOR LIVABLE 1358 SF LIVABLE 2495 SF 2-CAR GARAGE 624 SF PORCH 124 SF DECK 111 SF UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1895 SF ELEVATION B 4390 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN UP 16 RISERS DN 15 RISERS5' - 0"10' - 0"22' - 0"21' - 0" 58' - 0"6' - 0"PORCH 2' - 9"2' - 3"5' - 6"4' - 6"8"5' - 8"8"8' - 8"8"5' - 8"10' - 6"10' - 6"1' - 0"5' - 0"35' - 0"33' - 0"35' - 0"2040 FX 2 -3050 DH 2040 FX TEMP 2040 FX 2' - 11 1/2"2' - 5 1/2"3' - 5" 5' - 0"2' - 4 1/2"5' - 10 1/2" 21' -0" x 6' -0" 3068 2' - 6"2' - 6" w/ 3010 FX ABV. 19' -9" x 22' -10" 2' - 5" 5' - 4 1/2"2' - 4 1/2" 16080 OGD5' - 0"9' -0" CLG P.O.PANTRYRANGE w/ MICRO ABV DBL SINK w/ DISP D/W (2) 206821068 SC210682030 FX3060 DH3060 DH 3046 DH 3050 DHTEMP.W/CPED DECK 2-CAR GARAGE 9' -0" CLG O.E. 9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG STUDY 9' -0" CLG POWDER 2-STORY CLG FOYER 9' -0" CLG M.K. REF 3050 DH 3050 DH DBL OVEN27' - 0"2' - 0"7' - 6 1/2"4' - 0"15' - 5 1/2"2' - 1"1' - 11"13' - 0"2' - 5 1/2"2' - 5 1/2"10' - 9"7' - 9 1/2"2' - 11 1/2"4' - 0 1/2"4' - 0 1/2"2' - 11 1/2"6' - 2"10' - 6" 2868 14' -0" x 7' -10" 16' -4" x 18' -8" 13' -1" x 10' -8" 10' -1" x 12' -1" STORAGE8' - 0"2' - 0"21' - 0"14' - 0"6' - 4"16' - 8" 58' - 0" 2030 FX 2668 2668210688' - 0"6060 FX 3010 FX ABV. COAT 16' -10" x 9' -2" 3068 FR DR (TEMP)ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:53 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA2.110 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD... AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1137 SF UPPER FLOOR LIVABLE 1358 SF LIVABLE 2495 SF 2-CAR GARAGE 624 SF PORCH 124 SF DECK 111 SF UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1895 SF ELEVATION B 4390 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS58' - 0" 5' - 0"11' - 0"6' - 6 1/2"7' - 7"7' - 4"20' - 6 1/2"11' - 4"1' - 0"5' - 0"2' - 9"2' - 3"5' - 6"5' - 6"2' - 6"2' - 6"5' - 0"1' - 0"35' - 0"3050 DH 2040 FX 2 -3050 DH 2040 FX2040 FX 35' - 0"6' - 0"5' - 4"5' - 0"1' - 6 1/2" 3' - 9 1/2"3' - 9 1/2" 1' - 5"5' - 11" 2' - 0 1/2"3' - 10 1/2"1' - 0"5' - 0"OPEN TO BELOW 42x42 SHOWER 8' -0" CLG BEDROOM 4 8' -0" CLG BATH 2 8' -0" CLG LAUNDRY 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S BATH 8' -0" CLG OWNER'S SUITE 8' -0" CLG W.I.C. 8' -0" CLG W.I.C. 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG KID'S TECH 7' - 6 1/2"19' - 5 1/2"2' - 1"7' - 8 1/2"7' - 2 1/2"2' - 5 1/2"42x60 TUB D W 32x60TUB/SHOWERW/CLAV W/CLAVLAV11' -1" x 10' -1" 10' -1" x 12' -1" 14' -1" x 14' -9" 2' - 5 1/2"1' - 10 1/2"5' - 10 1/2"5' - 6"6' - 6 1/2"4' - 0"6' - 8"3' - 5"7' - 3 1/2"7' - 6 1/2" 4' - 4"11' - 4 1/2"10' - 6 1/2"6' - 10"10' - 1"14' - 10"2' - 6"10' - 8"2' - 6"15' - 8"2' - 0"58' - 0"2030 FX2 -3050 DH 2030 FX2030 FX 5068 BP 26682468 2668 24683050 DH2668 2868 24682468 4040 FX 3 -3050 DH 2040 DH2040 DH2468 24682468 26682030 FXLINEN LINEN2468 10' -3" x 12' -0"2' - 0"27' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:55 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA2.120 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD... AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1137 SF UPPER FLOOR LIVABLE 1358 SF LIVABLE 2495 SF 2-CAR GARAGE 624 SF PORCH 124 SF DECK 111 SF UNFINISHED BASEMENT 1036 SF NON-LIVABLE 1895 SF ELEVATION B 4390 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 10 12 10 12 10 12 10 12 10 12 10 12 VERTICAL SIDING LAP SIDING MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:56 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA2.200 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 4 124 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"TOP OF FOUNDATION 6 126 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:57 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA2.201 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:1210:12 10:12 4:1210:12 10:12 10:12 6:126:124:1210:12 TYP.1' - 0" EAVETYP. 1' - 0" RAKE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:32:58 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-3\SF-3_V2019.rvtA2.300 PLAN SF-3 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMeadow Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation B CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. ISSUE DATE:REVISIONSJOB NO:PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:26 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA0.000PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontCOVER SHEET4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SHEET INDEXSHEET NUMBER SHEET NAMEARCHITECTURALA0.000 COVER SHEETA1.100 BASEMENT FLOOR PLAN - ELEVATION AA1.110 MAIN FLOOR PLAN - ELEVATION AA1.120 UPPER FLOOR PLAN - ELEVATION AA1.200 EXTERIOR ELEVATIONS - ELEVATION AA1.201 EXTERIOR ELEVATIONS - ELEVATION AA1.300 ROOF PLAN - ELEVATION AA1.700 OPTIONAL DAYLIGHT BASEMENTA1.701 OPTIONAL DAYLIGHT BASEMENTA1.800 OPTIONAL WALKOUT BASEMENTA1.801 OPTIONAL WALKOUT BASEMENTA2.100 BASEMENT FLOOR PLAN - ELEVATION BA2.110 MAIN FLOOR PLAN - ELEVATION BA2.120 UPPER FLOOR PLAN - ELEVATION BA2.200 EXTERIOR ELEVATIONS - ELEVATION BA2.201 EXTERIOR ELEVATIONS - ELEVATION BA2.300 ROOF PLAN - ELEVATION BTOTAL NUMBER OF SHEETS: 17AREA SCHEDULE - STANDARDAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE 2840 SF2-CAR GARAGE/STORAGE 568 SFPORCH 353 SFDECK 484 SFUNFINISHED BASEMENT 1804 SFNON-LIVABLE 3209 SFELEVATION A 6049 SFELEVATION BMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE 2840 SFUNFINISHED BASEMENT 1803 SF2-CAR GARAGE 568 SFPORCH 349 SFDECK 484 SFNON-LIVABLE 3204 SFELEVATION B 6044 SFHillside at O'Brien Farm -Mountain View SingleFamilySouth Burlington, VermontElevation B -FarmhouseSCALE:Elevation A -Craftsman UP 15 RISERSUNEXCAVATED11' - 0"17' - 8"14' - 0"22' - 4"65' - 0"1' - 6"8' - 4"2' - 0"8' - 4"2' - 2"6' - 0"13' - 4"11' - 8"23' - 0"6' - 0"13' - 0"5' - 0"6' - 0"2' - 0"2' - 0"29' - 0"22' - 4"32' - 0"17' - 0"5' - 0"62' - 0"62' - 0"HRV65' - 0"17' - 0"48' - 0"8' - 0"4' - 0"8' - 0"9' - 0"43' - 0"5' - 0"19' - 0"4040 XO4040 XOWHF.D.FURNACE2868UNEXCAVATED8' -9" CLGUNFINISHEDBASEMENT14' - 0"9' - 0"6' - 8"8' - 0"15' - 0"41' - 0"9' - 0"13' - 9"13' - 6"13' - 9"ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:27 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.100PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE2840 SF2-CAR GARAGE/STORAGE 568 SFPORCH353 SFDECK484 SFUNFINISHED BASEMENT 1804 SFNON-LIVABLE3209 SFELEVATION A6049 SFGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.SCALE: 1/4" = 1'-0"Basement Plan -Elevation ACONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DNDN 15 RISERSUP 17 RISERSDN2020 FX2020 FX2020 FX2040 DH(2)-3060 DH30801080 FXMAIL DROP8080 OGD8080 OGD17' - 2"9' - 4"1' - 8"4' - 4"1' - 8"3' - 4"1' - 8"9' - 7"32' - 0"17' - 0"5' - 0"2' - 0"2' - 2"3' - 8"1' - 8 1/2"2' - 0"2' - 1 1/2"2' - 8"2' - 8"7' - 6 1/2"4' - 1 1/2"11' - 8"5' - 4"1' - 5 1/2"11' - 6 1/2"4' - 4"1' - 8"13' - 0"6' - 0"13' - 4"11' - 8"23' - 0"6' - 0 1/2"5' - 7 1/2"6' - 8"6' - 8"3' - 0"3' - 0 1/2"4' - 1 1/2"1' - 6"6' -0" x 13' -0"31' -0" x 6' -0"10' -0" CLGPORCH/11' - 0"17' - 8"14' - 0"22' - 4"65' - 0"1' - 8"4' - 4"1' - 8"10' - 0"1' - 8"10' - 8"1' - 8"6' - 4"10' - 4"6' - 4"29' - 0"2' - 0"62' - 0"62' - 0"2' - 0"2' - 0"2-STORY CLGFAMILY2-STORY CLGDINING2-STORY CLGKITCHEN10' -0" CLGM.K.10' -0" CLGO.E.2-STORY CLGFOYER10' -0" CLGPANTRY10' -0" CLGPARCEL10' -0" CLGBEDROOM 410' -0" CLGLAUNDRY10' -0" CLGOWNER'S BATH10' -0" CLGOWNER'S SUITESTORAGE10' -0" CLGW.I.C.10' -0" CLGBATH 22-CAR GARAGE3060 DH2040 DH2040 DH3060 DH(3)-3060 DH4050 FX21080 SC210802108021080210802108021080 FRDR (TEMP)9080 XXO MSD (TEMP)26802108026806068 BP(2) 20802108021080210808"11' - 4"10' - 4"3' - 6 1/2"5' - 1 1/2"19' - 0"65' - 0"17' - 0"48' - 0"15' - 0"41' - 0"9' - 0"2' - 5 1/2"38' - 5 1/2"7' - 1"WDLAUNDRYSINKREFRANGE w/MICRO ABVD/WLAVW/C32x60TUB/SHOWERW/C42x60SHOWERLAVFREESTANDINGTUBLAV3060 DH8"7' - 4"14' - 10"3' - 0 1/2"8' - 11"2' - 10 1/2"7' - 7"8' - 6"8' - 6"13' - 0 1/2"18' - 11"6' - 6"2' - 3 1/2"4' - 9 1/2"2' - 2 1/2"1' - 9 1/2"8"12' - 9"8"12' - 10"8"12' - 9"8"4' - 0"LINENDBL SINK w/DISP16' -1" x 13' -11"16' -0" x 15' -8"13' -8" x 15' -8"12' -5" x 11' -1"22' -1" x 21' -10"8' -6" x 6' -8"9' -0" CLGCOVERED DECK41' -0" x 12' -0"(+16" SEAT)12' - 0"8' - 0"1' - 6"3' - 7 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:30 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.110PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Main Floor Plan -Elevation AAREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE2840 SF2-CAR GARAGE/STORAGE 568 SFPORCH353 SFDECK484 SFUNFINISHED BASEMENT 1804 SFNON-LIVABLE3209 SFELEVATION A6049 SFGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 17 RISERS(2)-3050 DH2040 DH(2)-3050 DH2020 FX2020 FX11' - 0"7' - 7"12' - 9"18' - 8"28' - 0"11' - 0"11' - 0"11' - 6 1/2"62' - 0"62' - 0"4' - 2 1/2"65' - 0"11' - 8"5' - 4"13' - 4"12' - 1 1/2"13' - 6 1/2"9' - 0"5' - 10"5' - 10"2' - 8"2' - 8"6' - 8"6' - 8"2' - 9 1/2"3' - 8"5' - 8"2' - 0"16' - 7 1/2"2' - 0 1/2"OPEN TO BELOW9' -0" CLGBEDROOM 35068 BP5068 BP3046 DH3030 FX8' -0" H.H.3030 FX8' -0" H.H.3030 FX8' -0" H.H.3030 FX8' -0" H.H.3030 FX8' -0" H.H.2020 FX8' -0" H.H.2020 FX8' -0" H.H.2020 FX8' -0" H.H.26682468266826689' -0" CLGBATH 29' -0" CLGBEDROOM 29' -0" CLGLOFT9' -0" CLGP.O.LINENOPEN TO BELOW3050 DHW/CLAVLAV56' - 0"9' - 0"12' - 8 1/2"5' - 3 1/2"1' - 5 1/2"36' - 6 1/2"2' - 11 1/2"9' - 9"6' - 0 1/2"6' - 0"6' - 0"6' - 0"6' - 0"6' - 6"2' - 4 1/2"2' - 4 1/2"11' - 8 1/2"8' - 9"2' - 11 1/2"4' - 0"4' - 0"4' - 5"8' - 0"4' - 0"12' - 0"12' -3" x 10' -11"10' -9" x 11' -1"12' -5" x 18' -7"65' - 0"32x60TUB/SHOWERISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:32 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.120PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE2840 SF2-CAR GARAGE/STORAGE 568 SFPORCH353 SFDECK484 SFUNFINISHED BASEMENT 1804 SFNON-LIVABLE3209 SFELEVATION A6049 SFSCALE: 1/4" = 1'-0"Upper Floor Plan -Elevation AGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOORMAIN PLATE10' - 1 1/8"11 1/2"UPPER FLOORUPPER PLATE9' - 1 1/8"10"TOP OF FOUNDATIONSHAKE SIDINGLAP SIDINGSTONE VENEER612612612612412612612612612MAIN FLOORMAIN PLATE11 1/2"10' - 1 1/8"UPPER FLOORUPPER PLATE10"9' - 1 1/8"TOP OF FOUNDATION412412612ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:33 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.200PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Front ElevationSCALE: 1/4" = 1'-0"Rear ElevationElevation A -CraftsmanEXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOORMAIN PLATE11 1/2"10' - 1 1/8"UPPER FLOORUPPER PLATE9' - 1 1/8"10"TOP OF FOUNDATION412412612612612412MAIN FLOORMAIN PLATE10' - 1 1/8"11 1/2"UPPER FLOORUPPER PLATE9' - 1 1/8"10"TOP OF FOUNDATION412612612612412612ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:34 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.201PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Left ElevationSCALE: 1/4" = 1'-0"Right ElevationElevation A -CraftsmanEXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 4:124:124:124:126:126:126:126:126:126:126:126:12TYP.1' - 0" RAKETYP.1' - 0" EAVECRICKET4:126:126:124:126:126:126:124:122' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:35 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.300PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Roof PlanElevation A -CraftsmanCONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATETOP OF FOUNDATIONBASEMENT FLOOR8' - 8"11 1/2"10' - 1 1/8"10"9' - 1 1/8"4124126128' - 0"9' - 0"18' - 6"24' - 6"5' - 0"17' - 0"48' - 0"4' - 0"8' - 0"65' - 0"15' - 0"41' - 0"9' - 0"13' - 9"13' - 6"13' - 9"UNFINISHEDBASEMENT4040 XO4040 XO4040 XOISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:36 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.700PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontOPTIONAL DAYLIGHT BASEMENT4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Rear ElevationSCALE: 1/4" = 1'-0"Basement PlanOpt. Daylight BasementAll Elevations SimilarGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.EXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL.NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATETOP OF FOUNDATIONBASEMENT FLOOR10' - 1 1/8"11 1/2"9' - 1 1/8"10"8' - 8"412612612612412612MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATETOP OF FOUNDATIONBASEMENT FLOOR11 1/2"10' - 1 1/8"9' - 1 1/8"10"8' - 8"412412612612612412ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:37 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.701PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontOPTIONAL DAYLIGHT BASEMENT4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Right ElevationSCALE: 1/4" = 1'-0"Left ElevationEXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL.NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE.Opt. Daylight BasementAll Elevations Similar MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATETOP OF FOUNDATIONBASEMENT FLOOR8' - 8"11 1/2"10' - 1 1/8"10"9' - 1 1/8"41241261215' - 0"41' - 0"13' - 9"13' - 6"13' - 9"UNFINISHEDBASEMENT3050 DH3050 DH6068 SGD (TEMP)8' - 0"9' - 0"15' - 6"27' - 6"5' - 0"17' - 0"48' - 0"9' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:38 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.800PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontOPTIONAL WALKOUT BASEMENT4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Rear ElevationSCALE: 1/4" = 1'-0"Basement PlanOpt. Walkout BasementAll Elevations SimilarGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.EXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL.NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATETOP OF FOUNDATIONBASEMENT FLOOR10' - 1 1/8"11 1/2"9' - 1 1/8"10"8' - 8"412612612612412612MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATETOP OF FOUNDATIONBASEMENT FLOOR11 1/2"10' - 1 1/8"9' - 1 1/8"10"8' - 8"412412612612612412ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:39 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA1.801PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontOPTIONAL WALKOUT BASEMENT4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Right ElevationSCALE: 1/4" = 1'-0"Left ElevationEXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL.NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE.Opt. Walkout BasementAll Elevations Similar UP 15 RISERSUNEXCAVATED11' - 0"18' - 8"13' - 0"22' - 4"65' - 0"6' - 0"13' - 4"11' - 8"23' - 0"6' - 0"13' - 0"5' - 0"6' - 0"2' - 0"2' - 0"29' - 0"32' - 0"17' - 0"5' - 0"62' - 0"62' - 0"1' - 6"8' - 4"2' - 0"8' - 4"2' - 2"22' - 4"HRV65' - 0"17' - 0"48' - 0"8' - 0"4' - 0"8' - 0"9' - 0"43' - 0"5' - 0"19' - 0"4040 XO4040 XOWHF.D.FURNACE2868UNEXCAVATED8' -9" CLGUNFINISHEDBASEMENT14' - 0"9' - 0"6' - 8"8' - 0"15' - 0"41' - 0"9' - 0"13' - 9"13' - 6"13' - 9"ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:40 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA2.100PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020GENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.SCALE: 1/4" = 1'-0"Basement Plan -Elevation BAREA SCHEDULE - STANDARD - ELEV BAREA NAME AREAELEVATION BMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE2840 SFUNFINISHED BASEMENT 1803 SF2-CAR GARAGE568 SFPORCH349 SFDECK484 SFNON-LIVABLE3204 SFELEVATION B6044 SFCONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DNDN 15 RISERSUP 17 RISERSDN8080 OGD3060 DH2040 FX2040 FX2040 FX2040 DH30808080 OGDMAIL DROP3060 DH1080 FX18' - 8"13' - 0"22' - 4"8"5' - 4"8"12' - 0"8"5' - 6"8"5' - 6"8"6' - 4"10' - 4"6' - 4"32' - 0"62' - 0"17' - 2"4' - 4"8"5' - 4"8"5' - 4"9' - 7"2' - 0"1' - 5 1/2"11' - 6 1/2"13' - 0"6' - 0"2' - 2"3' - 8"1' - 8 1/2"2' - 0"2' - 1 1/2"2' - 8"2' - 8"7' - 6 1/2"4' - 1 1/2"11' - 8"5' - 4"3' - 6"6' - 4"3' - 6"3' - 0"1' - 6"13' - 4"11' - 8"23' - 0"10' -0" CLGPORCH6' -0" x 13' -0"31' -0" x 6' -0"/62' - 0"2' - 0"29' - 0"65' - 0"3' - 0 1/2"4' - 1 1/2"6' - 0 1/2"5' - 7 1/2"11' - 0"8"4' - 4"8"17' - 0"5' - 0"5' - 4"8"2' - 0"2-STORY CLGFAMILY2-STORY CLGDINING2-STORY CLGKITCHEN10' -0" CLGM.K.10' -0" CLGO.E.2-STORY CLGFOYER10' -0" CLGPANTRY10' -0" CLGPARCEL10' -0" CLGBEDROOM 410' -0" CLGLAUNDRY10' -0" CLGOWNER'S BATH10' -0" CLGOWNER'S SUITESTORAGE10' -0" CLGW.I.C.10' -0" CLGBATH 22-CAR GARAGE3060 DH2040 DH2040 DH3060 DH(3)-3060 DH4050 FX21080 SC210802108021080210802108021080 FRDR (TEMP)9080 XXO MSD (TEMP)26802108026806068 BP(2) 20802108021080210808"11' - 4"10' - 4"3' - 6 1/2"5' - 1 1/2"19' - 0"65' - 0"17' - 0"48' - 0"15' - 0"41' - 0"9' - 0"2' - 5 1/2"38' - 5 1/2"7' - 1"WDLAUNDRYSINKREFRANGE w/MICRO ABVD/WLAVW/C32x60TUB/SHOWERW/C42x60SHOWERLAVFREESTANDINGTUBLAV3060 DH8"7' - 4"14' - 10"3' - 0 1/2"8' - 11"2' - 10 1/2"7' - 7"8' - 6"8' - 6"13' - 0 1/2"18' - 11"6' - 6"2' - 3 1/2"4' - 9 1/2"2' - 2 1/2"1' - 9 1/2"8"12' - 9"8"12' - 10"8"12' - 9"8"4' - 0"LINENDBL SINK w/DISP16' -1" x 13' -11"16' -0" x 15' -8"13' -8" x 15' -8"12' -5" x 11' -1"22' -1" x 21' -10"8' -6" x 6' -8"9' -0" CLGCOVERED DECK41' -0" x 12' -0"(+16" SEAT)12' - 0"8' - 0"1' - 6"3' - 7 1/2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:43 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA2.110PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV BAREA NAME AREAELEVATION BMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE2840 SFUNFINISHED BASEMENT 1803 SF2-CAR GARAGE568 SFPORCH349 SFDECK484 SFNON-LIVABLE3204 SFELEVATION B6044 SFSCALE: 1/4" = 1'-0"Main Floor Plan -Elevation BGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 17 RISERS266826682040 DH2020 FX2020 FX2020 FX(2)-3050 DH(2)-3050 DH4' - 2 1/2"11' - 6 1/2"11' - 0"11' - 0"28' - 0"62' - 0"13' - 6 1/2"9' - 0"65' - 0"5' - 10"2' - 8"2' - 8"2' - 9 1/2"3' - 0"3' - 0"3' - 4"16' - 7 1/2"14' - 9 1/2"7' - 7"11' - 0"62' - 0"5' - 10"11' - 8"5' - 4"13' - 4"12' - 1 1/2"6' - 8"6' - 8"2' - 0"OPEN TO BELOW9' -0" CLGBEDROOM 35068 BP5068 BP3046 DH3030 FX8' -0" H.H.3030 FX8' -0" H.H.3030 FX8' -0" H.H.3030 FX8' -0" H.H.3030 FX8' -0" H.H.2020 FX8' -0" H.H.2020 FX8' -0" H.H.2020 FX8' -0" H.H.26682468266826689' -0" CLGBATH 29' -0" CLGBEDROOM 29' -0" CLGLOFT9' -0" CLGP.O.LINENOPEN TO BELOW3050 DHW/CLAVLAV56' - 0"9' - 0"12' - 8 1/2"5' - 3 1/2"1' - 5 1/2"36' - 6 1/2"2' - 11 1/2"9' - 9"6' - 0 1/2"6' - 0"6' - 0"6' - 0"6' - 0"6' - 6"2' - 4 1/2"2' - 4 1/2"11' - 8 1/2"8' - 9"2' - 11 1/2"4' - 0"4' - 0"4' - 5"8' - 0"4' - 0"12' - 0"12' -3" x 10' -11"10' -9" x 11' -1"12' -5" x 18' -7"65' - 0"32x60TUB/SHOWERISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:44 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA2.120PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV BAREA NAME AREAELEVATION BMAIN FLOOR LIVABLE 2021 SFUPPER FLOOR LIVABLE 819 SFLIVABLE2840 SFUNFINISHED BASEMENT 1803 SF2-CAR GARAGE568 SFPORCH349 SFDECK484 SFNON-LIVABLE3204 SFELEVATION B6044 SFSCALE: 1/4" = 1'-0"Upper Floor Plan -Elevation BGENERAL FLOOR PLAN NOTESA. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.)B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS.D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON-ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2.G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS.H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.)I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.)J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE.K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOORMAIN PLATE10' - 1 1/8"11 1/2"UPPER FLOORUPPER PLATE9' - 1 1/8"10"TOP OF FOUNDATION1012101210121012412BOARD & BATTENLAP SIDING10121012MAIN FLOORMAIN PLATE11 1/2"10' - 1 1/8"UPPER FLOORUPPER PLATE10"9' - 1 1/8"TOP OF FOUNDATION412412ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:45 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA2.200PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Front ElevationSCALE: 1/4" = 1'-0"Rear ElevationElevation B -FarmhouseEXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOORMAIN PLATE11 1/2"10' - 1 1/8"UPPER FLOORUPPER PLATE9' - 1 1/8"10"TOP OF FOUNDATION612612612412612412412MAIN FLOORMAIN PLATEUPPER FLOORUPPER PLATE10' - 1 1/8"11 1/2"9' - 1 1/8"10"TOP OF FOUNDATION612612612412412412ISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:46 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA2.201PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Left ElevationSCALE: 1/4" = 1'-0"Right ElevationElevation B -FarmhouseEXTERIOR ELEVATION NOTESA. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER.ALL ITEMS SHOWN ARE STANDARD U.N.O.CONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 4:124:124:124:126:124:124:126:126:1210:1210:1210:1210:124:126:126:12CRICKET4:1210:1210:124:12TYP.1' - 0" EAVETYP.1' - 0" RAKEISSUE DATE:REVISIONSJOB NO: PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM10/21/2021 2:46:47 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-5\SF-5_R2019.rvtA2.300PLAN SF-5SF210303.00JY/MB--JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Roof PlanCONSTRUCTION ASSEMBLIESA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL.Elevation B -Farmhouse ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:52:50 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA0.000 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 13 AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1669 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3409 SF 2-CAR GARAGE 537 SF PORCH 112 SF COVERED DECK 444 SF 1-CAR GARAGE 444 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3025 SF ELEVATION A 6434 SF ELEVATION B MAIN FLOOR LIVABLE 1668 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3408 SF COVERED DECK 444 SF 2-CAR GARAGE 537 SF PORCH 112 SF 1-CAR GARAGE 432 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3013 SF ELEVATION B 6421 SF Hillside at O'Brien Farm -Mountain View Single Family South Burlington, Vermont Elevation B -FarmhouseElevation A -Craftsman UP 15 RISERS19' - 4"19' - 8"1' - 0"27' - 4"23' - 4"10' - 4"61' - 0"2' - 4"8' - 4"1' - 8"10' - 0"12' - 0"18' - 8"23' - 4" 64' - 0"2' - 0"6' - 0"12' - 4"3' - 6"16' - 4"3' - 6"61' - 0"UNEXCAVATED WH FURNACE F.D. 64' - 0" 10' - 4"30' - 4"23' - 4" 11' - 0"19' - 4"11' - 0"10' - 0"21' - 0"UNEXCAVATED UNEXCAVATED 8' -8" CLG UNFINISHED BASEMENT 2680 28688' - 3 1/2"10' - 5"4' - 7 1/2" 3050 DH 3050 DH HRV 3050 DH 4' - 8"5' - 8"5' - 6"5' - 6" FURNACE HRV11' - 3"9' - 9"11' - 3"9' - 8"9' - 5" 8' -8" CLG STORAGE 6068 SGD (TEMP)5' - 3"5' - 9"OPT. 3050 DH OPT. 3050 DH OPT. 3050 DH 4' - 7"10' - 8"4' - 1"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:52:51 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA1.100 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1669 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3409 SF 2-CAR GARAGE 537 SF PORCH 112 SF COVERED DECK 444 SF 1-CAR GARAGE 444 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3025 SF ELEVATION A 6434 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN DN 15 RISERS UP 17 RISERS DNDN11' - 8"11' - 8"21' -1" x 15' -10"18' -8" x 6' -0" 22' -5" x 22' -10" (2)-2040 DH (2)-3060 DH 3080 1080 FX 1080 FX 2020 FX 2020 FX 2020 FX 16080 OGD 8080 OGD1-CAR GARAGE 2-CAR GARAGE PORCH19' - 8"1' - 0"61' - 0"10' - 4"23' - 4"61' - 0"64' - 0" 10' - 0"12' - 0"18' - 8"23' - 4" 5' - 0"5' - 0"6' - 0"6' - 0" 8' - 4"1' - 8"8' - 8" 9' - 6"9' - 2" 4' - 1"5' - 5"2' - 5"2' - 6"2' - 6"1' - 9"6' - 0"12' - 4"2' - 8"3' - 4"5' - 10"6' - 6"6' - 0"2' - 0"3060 DH2' - 0"10' -0" CLG DINING 10' -0" CLG M.K. 10' -0" CLG PANTRY 10' -0" CLG O.E.10' -0" CLG KITCHEN 10' -0" CLG FAMILY 10' -0" CLG COVERED DECK 10' -0" CLG PARCEL ROOM 10' -0" CLG O.E. 10' -0" CLG BEDROOM 4 2-STORY CLG FOYER 64' - 0" 10' - 4"30' - 4"23' - 4" 6"10' - 6"6"9' - 2"6"9' - 2"16' - 2"7' - 2" 8' - 3 1/2"7' - 10 1/2"2' - 6 1/2"4' - 7 1/2"11' - 0"5' - 5"5' - 7"11' - 0"7' - 5"5' - 0"6' - 11" 4' - 7"2' - 10"11' - 0"10' - 0"5' - 3"4' - 9"11' - 6"6' - 11 1/2"2' - 10 1/2" 2' - 11 1/2"8' - 6 1/2"21' - 0"19' - 4"15' - 10 1/2"3' - 5 1/2"6"10' - 6"6"9' - 6"27' - 4"6' - 1 1/2"2' - 4 1/2"6' - 6 1/2"12' - 3 1/2"4' - 4 1/2"1' - 9"3' - 1 1/2"9' - 2"(3)-3060 DH 3050 DH 3050 DH2040 DH21080 2668 3080 SCRANGE w/MICRO ABVDBL SINK w/DISPD/WREF 3060 DH 3060 DH5080 BP 2108011' -1" x 15' -10" 18' -10" x 17' -4" 15' -8" x 11' -9"2108011' -0" x 10' -0" 30' -4" x 11' -0"210802x10 WALL 2x8 WALL 2' - 10"4' - 1" 3060 DH 3060 DH 6080 SGD (TEMP)21080 SC 6080 SGD (TEMP)2108021080 4068 BP10' -0" CLG BATH 3 LAV W/C 32x60TUB/SHOWERISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:52:53 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA1.110 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1669 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3409 SF 2-CAR GARAGE 537 SF PORCH 112 SF COVERED DECK 444 SF 1-CAR GARAGE 444 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3025 SF ELEVATION A 6434 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 17 RISERS (2)-3050 DH 2040 DH (2)-2040 FX 2030 FX 2030 FX 2030 FX 2040 DH 6' - 3"33' - 9"61' - 0"3' - 6 1/2"6' - 3"3' - 6"8' - 7"5' - 5 1/2"7' - 9"24' - 5 1/2"2' - 5"6' - 2"64' - 0" 13' - 0"9' - 0"9' - 8"9' - 5 1/2"22' - 10 1/2" 6' - 0"9' - 5"7' - 5 1/2" 2' - 9 1/2"4' - 8" 2' - 3"2' - 6"2' - 6"2' - 2 1/2"4' - 1"5' - 7" 6' - 6 1/2"6' - 5 1/2"3' - 6"5' - 6"61' - 0"17' - 11"64' - 0" 21' - 4"7' - 5"5' - 0"6' - 11"16' - 4"7' - 0" 8' - 3 1/2"8' - 0 1/2"3' - 3 1/2"3' - 8 1/2" 12' - 6 1/2"8' - 9 1/2" 2' - 11 1/2"9' - 7"4' - 0 1/2"4' - 9"8' - 7 1/2"12' - 3 1/2"2' - 3 1/2"2' - 8 1/2"5' - 0"20' - 11"8' - 2 1/2"2' - 9 1/2"10' - 0"2' - 0"9' - 0"12' - 4 1/2"3' - 5 1/2"15' - 10"2468 32x60 TUB/SHOWER3050 DH12' -1" x 15' -1" 3050 DH 2040 DH (2)-3020 FX18' -10" x 17' -6"3060 DH8' -0" H.H.(3)-3060 DH 8' -0" H.H.3050 DH8' -0" H.H.4050 FX 8' -0" H.H.4050 FX8' -0" H.H.2668 12' -1" x 17' -5" 15' -5" x 16' -1"(2) 16682468LAV42x60 SHOWER FREESTANDINGTUBLAVW/COPT. 24682868W D2468 2468LAVLAVW/C2668266824682468 9' -0" CLG BEDROOM 2 9' -0" CLG BEDROOM 3 9' -0" CLG W.I.C. 9' -0" CLG BATH 2 OPEN TO BELOW 9' -0" CLG LOFT 9' -0" CLG W.I.C. 9' -0" CLG OWNER'S SUITE 9' -0" CLG OWNER'S BATH 9' -0" CLG LAUNDRY21' - 0"LAUNDRY SINK LINENLINEN 4' - 9"5' - 3"3020 FX 4' - 7"2' - 10"11' - 0"3020 FX 2' - 10"4' - 1"24689' -0" CLG W.I.C.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:52:56 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA1.120 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1669 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3409 SF 2-CAR GARAGE 537 SF PORCH 112 SF COVERED DECK 444 SF 1-CAR GARAGE 444 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3025 SF ELEVATION A 6434 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 10' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 9' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 6 12 6 12 6 12 6 12 SHAKE SIDING LAP SIDING STONE VENEER MAIN FLOOR MAIN PLATE 8' - 8"11 1/2"10' - 1 1/8"UPPER FLOOR UPPER PLATE 10"9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:52:58 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA1.200 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"10"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"6 12 6 12 6 12 6 12 6 12 4 12 4 12 6 12 MAIN FLOOR MAIN PLATE 10' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 9' - 1 1/8"10"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"6 12 6 12 6 12 6 12 4 12 4 12 4 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:52:59 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA1.201 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. TYP. 1' - 0" EAVE 4:126:12 6:12 4:126:126:12 6:124:126:12 6:126:126:126:124:124:12 4:124:12 TYP.1' - 0" RAKESADDLE SADDLE 6:126:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:00 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA1.300 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan Elevation A -Craftsman CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS 64' - 0" 22' - 0"18' - 8"23' - 4"11' - 4"1' - 4"8' - 4"1' - 8"3' - 6"16' - 4"3' - 6"2' - 0"6' - 0"9' - 4"23' - 4"27' - 4"60' - 0"19' - 4"19' - 8"19' - 8"60' - 0"UNEXCAVATED WH FURNACE F.D. 64' - 0" 10' - 4"30' - 4"23' - 4" 11' - 0"19' - 4"11' - 0"10' - 0"21' - 0"UNEXCAVATED UNEXCAVATED 8' -8" CLG UNFINISHED BASEMENT 2680 28688' - 3 1/2"10' - 5"4' - 7 1/2" 3050 DH 3050 DH HRV 3050 DH 4' - 8"5' - 8"5' - 6"5' - 6" FURNACE HRV11' - 3"9' - 9"11' - 3"9' - 8"9' - 5" 8' -8" CLG STORAGE 6068 SGD (TEMP)5' - 3"5' - 9"OPT. 3050 DH OPT. 3050 DH OPT. 3050 DH 4' - 7"10' - 8"4' - 1"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:01 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA2.100 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD - ELEV B AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1668 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3408 SF COVERED DECK 444 SF 2-CAR GARAGE 537 SF PORCH 112 SF 1-CAR GARAGE 432 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3013 SF ELEVATION B 6421 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN DN 15 RISERS UP 17 RISERS DNDN3060 DH 3060 DH 8080 OGD3060 DH3080 2020 FX 2020 FX 2020 FX 16080 OGD21' -1" x 15' -10" 18' -8" x 6' -0" 22' -5" x 22' -10" 1-CAR GARAGE PORCH 2-CAR GARAGE 64' - 0" 22' - 0"18' - 8"23' - 4" 11' - 8"11' - 8"2' - 8"3' - 4"5' - 10"5' - 6"6' - 0"11' - 4"9' - 6"9' - 2" 4' - 1"5' - 5"2' - 5"2' - 6"2' - 6"1' - 9" 7' - 0"8' - 0"7' - 0" 3"8"7' - 11"8"8' - 3"8"3"6' - 0"2' - 0"19' - 8"60' - 0"9' - 4"23' - 4"60' - 0"1080 FX 1080 FX 10' -0" CLG DINING 10' -0" CLG M.K. 10' -0" CLG PANTRY 10' -0" CLG O.E.10' -0" CLG KITCHEN 10' -0" CLG FAMILY 10' -0" CLG COVERED DECK 10' -0" CLG PARCEL ROOM 10' -0" CLG O.E. 10' -0" CLG BEDROOM 4 2-STORY CLG FOYER 64' - 0" 10' - 4"30' - 4"23' - 4" 6"10' - 6"6"9' - 2"6"9' - 2"16' - 2"7' - 2" 8' - 3 1/2"7' - 10 1/2"2' - 6 1/2"4' - 7 1/2"11' - 0"5' - 5"5' - 7"11' - 0"7' - 5"5' - 0"6' - 11" 4' - 7"2' - 10"11' - 0"10' - 0"5' - 3"4' - 9"11' - 6"6' - 11 1/2"2' - 10 1/2" 2' - 11 1/2"8' - 6 1/2"21' - 0"19' - 4"15' - 10 1/2"3' - 5 1/2"6"10' - 6"6"9' - 6"27' - 4"6' - 1 1/2"2' - 4 1/2"6' - 6 1/2"12' - 3 1/2"4' - 4 1/2"1' - 9"3' - 1 1/2"9' - 2"(3)-3060 DH 3050 DH 3050 DH2040 DH21080 2668 3080 SCRANGE w/MICRO ABVDBL SINK w/DISPD/WREF 3060 DH 3060 DH5080 BP 2108011' -1" x 15' -10" 18' -10" x 17' -4" 15' -8" x 11' -9"2108011' -0" x 10' -0" 30' -4" x 11' -0"210802x10 WALL 2x8 WALL 2' - 10"4' - 1" 3060 DH 3060 DH 6080 SGD (TEMP)21080 SC 6080 SGD (TEMP)2108021080 4068 BP10' -0" CLG BATH 3 LAV W/C 32x60TUB/SHOWERISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:04 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA2.110 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1668 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3408 SF COVERED DECK 444 SF 2-CAR GARAGE 537 SF PORCH 112 SF 1-CAR GARAGE 432 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3013 SF ELEVATION B 6421 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 17 RISERS 13' - 0"9' - 0"9' - 8"9' - 5 1/2"22' - 10 1/2" 6' - 6"6' - 6"3' - 6"5' - 6" 4' - 10"4' - 10"2' - 3"2' - 6"2' - 6"2' - 2 1/2" 6' - 0"9' - 5"7' - 5 1/2" 3' - 0"4' - 5 1/2" 2040 DH 2030 FX 2030 FX 2030 FX 2020 FX (2)-3050 DH (2)-2040 FX 2' - 5"6' - 2"24' - 5 1/2"7' - 9"5' - 5 1/2"8' - 7"3' - 6"5' - 3"5' - 3"33' - 9"60' - 0"3' - 6 1/2"60' - 0"64' - 0"17' - 11"64' - 0" 21' - 4"7' - 5"5' - 0"6' - 11"16' - 4"7' - 0" 8' - 3 1/2"8' - 0 1/2"3' - 3 1/2"3' - 8 1/2" 12' - 6 1/2"8' - 9 1/2" 2' - 11 1/2"9' - 7"4' - 0 1/2"4' - 9"8' - 7 1/2"12' - 3 1/2"2' - 3 1/2"2' - 8 1/2"5' - 0"20' - 11"8' - 2 1/2"2' - 9 1/2"10' - 0"2' - 0"9' - 0"12' - 4 1/2"3' - 5 1/2"15' - 10"2468 32x60 TUB/SHOWER3050 DH12' -1" x 15' -1" 3050 DH 2040 DH (2)-3020 FX18' -10" x 17' -6"3060 DH8' -0" H.H.(3)-3060 DH 8' -0" H.H.3050 DH8' -0" H.H.4050 FX 8' -0" H.H.4050 FX8' -0" H.H.2668 12' -1" x 17' -5" 15' -5" x 16' -1"(2) 16682468LAV42x60 SHOWER FREESTANDINGTUBLAVW/COPT. 24682868W D2468 2468LAVLAVW/C2668266824682468 9' -0" CLG BEDROOM 2 9' -0" CLG BEDROOM 3 9' -0" CLG W.I.C. 9' -0" CLG BATH 2 OPEN TO BELOW 9' -0" CLG LOFT 9' -0" CLG W.I.C. 9' -0" CLG OWNER'S SUITE 9' -0" CLG OWNER'S BATH 9' -0" CLG LAUNDRY21' - 0"LAUNDRY SINK LINENLINEN 4' - 9"5' - 3"3020 FX 4' - 7"2' - 10"11' - 0"3020 FX 2' - 10"4' - 1"24689' -0" CLG W.I.C.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:07 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA2.120 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA NAME AREA ELEVATION B MAIN FLOOR LIVABLE 1668 SF UPPER FLOOR LIVABLE 1740 SF LIVABLE 3408 SF COVERED DECK 444 SF 2-CAR GARAGE 537 SF PORCH 112 SF 1-CAR GARAGE 432 SF UNFINISHED BASEMENT 1488 SF NON-LIVABLE 3013 SF ELEVATION B 6421 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 10' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 9' - 1 1/8"10"TOP OF FOUNDATION 10 12 10 12 10 12 10 12 BOARD & BATTEN LAP SIDING MAIN FLOOR MAIN PLATE 8' - 8"11 1/2"10' - 1 1/8"UPPER FLOOR UPPER PLATE 10"9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:08 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA2.200 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 8' - 8"11 1/2"10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"10"TOP OF FOUNDATION BASEMENT FLOOR 4 12 6 12 6 12 6 12 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 10' - 1 1/8"11 1/2"9' - 1 1/8"10"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"6 12 6 12 6 12 6 12 6 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:09 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA2.201 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SADDLE SADDLE4:124:12 6:126:126:1210:1210:12 4:124:1210:12 10:126:126:124:124:12 TYP.1' - 0" RAKETYP. 1' - 0" EAVE6:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 2:53:10 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-6\SF-6_R2019.rvtA2.300 PLAN SF-6 SF210303.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Elevation B -Farmhouse ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:48 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA0.000 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 13 AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION A 6556 SF ELEVATION B A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION B 6556 SF Hillside at O'Brien Farm -Mountain View Single Family South Burlington, Vermont Elevation A -Craftsman Elevation B -Farmhouse UP 15 RISERS1' - 0"20' - 0"22' - 0"6' - 0"9' - 0"58' - 0"2' - 4"16' - 4"1' - 4"66' - 0" 12' - 0"15' - 0"6' - 0"16' - 0"16' - 0"1' - 0" 1' - 10"8' - 4"1' - 10"58' - 0"14' - 8"15' - 4"2' - 0"UNEXCAVATED UNEXCAVATED UNEXCAVATED 2' - 0"6' - 0"18' - 4"3' - 8"21' - 0" 8' - 0"7' - 4"7' - 0"7' - 8"12' - 0" 6' - 8"11' - 8"5' - 8"8' - 0"8' - 0"17' - 0"8' - 0" 3050 DH 3050 DH 66' - 0" 24' - 0"16' - 0"25' - 0"1' - 0"1' - 0"8' - 0"17' - 0"F.D. FURNACE HRV WH 8' -9" CLG UNFINISHED BASEMENT 17' - 0"9' - 0"9' - 0"17' - 0"STORAGE 10' - 8"6' - 4" 2868 6068 SGD (TEMP)ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:49 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA1.100 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION A 6556 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DNUP 17 RISERSDN 15 RISERSDN DN58' - 0"28' - 0"20' - 0"1' - 0"9' - 6"10' - 6"6' - 0"22' - 0"66' - 0" 12' - 0"15' - 0"6' - 0"16' - 0"17' - 0" 6' - 0"6' - 0"7' - 6"7' - 6"3' - 0"3' - 0"8' - 0"8' - 0"7' - 5"1' - 8"5' - 3"1' - 8"1' - 0"58' - 0"14' - 8"15' - 4"2' - 0"1' - 8"5' - 6"1' - 8"6' - 6"7' - 2"3' - 2"4' - 10" 4' - 0"5' - 0"3' - 2"4' - 6"3060 DH 3050 DH3060 DH2060 DH 2040 DH 2 -3060 DH16080 OGD8080 OGD 2060 DH 3080 1080 FX 8' - 0"8' - 0"7' - 8"7' - 8"9' - 0" PORCH 16' -0" x 7' -8"8' -0" x 7' -8"/ D/W RANGE w/ MICRO ABV REF LAVW/C10' -0" CLG STORAGE 10' -0" CLG 1-CAR GARAGE 10' -0" CLG 2-CAR GARAGE W D PEDW/C21080 210802108021080 2108021080210682868 21080 21080 2468 2668 3 -3060 DH3 -3050 DH 2 -3050 DH3050 DH (2) 3068 FRDR (TEMP)3 -3060 DH 3050 DH3050 DH(2) 3068 FR DR (TEMP) 10' -0" CLG O.E. 10' -0" CLG W.I.C.10' -0" CLG LAUNDRY 10' -0" CLG POWDER 10' -0" CLG KITCHEN 10' -0" CLG BREAKFAST 10' -0" CLG FAMILY 10' -0" CLG M.K. 10' -0" CLG PANTRY 2-STORY CLG DINING 10' -0" CLG BEDROOM 4 10' -0" CLG BATH 3 10' -0" CLG W.I.C 32x60 TUB/SHOWER 6' - 4"10' - 8"4' - 6"4' - 6"66' - 0" 12' - 0"12' - 0"16' - 0"17' - 0"8' - 0"1' - 0" 8' - 5 1/2"3' - 6 1/2"9' - 0"5' - 0"3' - 5 1/2"4' - 1"4' - 11"26' - 0"7' - 6"17' - 0"8' - 0"1' - 0"11' -6" x 21' -3" 20' -6" x 22' -2" w/ 6010 FX AVB.w/ 6010 FX AVB.16' -6" x 13' -5" 15' -1" x 14' -0" 17' -0" x 16' -10" 15' -1" x 13' -1" 8' - 6"7' - 6" 4' - 0"5' - 0"2' - 4 1/2"11' - 11"2' - 8 1/2"COVERED DECK DBL SINK w/ DISP 10' -0" CLG FOYER 25' -0" x 8' -0"8' -0" x 17' -0" CUBBIES LINEN OPT. 8080 SGD (TEMP)OPT DBL OVEN/ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:51 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA1.110 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION A 6556 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 17 RISERS49' - 0"2040 FX 2 -3060 DH 2060 DH 3060 DH 2020 FX 2020 FX 2020 FX 17' - 4"49' - 0"7' - 7 1/2"13' - 4 1/2"16' - 0"17' - 0" 12' - 0"54' - 0" 3' - 9 1/2"4' - 6"4' - 6"4' - 2 1/2"6' - 0"4' - 0 1/2"3' - 7"13' - 4 1/2"7' - 0"6' - 4 1/2"8' - 1"7' - 11" 2060 DH 42x60 SHOWER FREESTANDINGTUB(2) 2068LAVLAVW/C24682668 WD 28682668LAV LAVW/C 32x60TUB/SHOWER2468 26682468 26682468 5068 BP3 -3060 DH3050 DH 3050 DH3050 DH2020 FX 3 -3050 FX3 -3050 DH 4010 FX45' - 0"9' - 0" 12' - 0"54' - 0" 11' - 3 1/2"17' - 9"15' - 11 1/2" 4' - 11 1/2"6' - 4"9' - 0"8' - 9"7' - 10"8' - 1 1/2"3' - 9"5' - 3"14' - 8"17' - 0"2' - 9 1/2"12' - 2 1/2"2' - 0"7' - 6"7' - 2"18' - 8"24' - 4"15' - 10"8' - 6"5' - 3 1/2"8' - 0"7' - 10"9' - 0"OPEN TO BELOW 9' -0" CLG OWNER'S BATH 9' -0" CLG OWNER'S SUITE 9' -0" CLG W.I.C.9' -0" CLG LAUNDRY 9' -0" CLG BATH 29' -0" CLG W.I.C. 9' -0" CLG BEDROOM 3 9' -0" CLG BEDROOM 2 9' -0" CLG P.O. 9' -0" CLG GAME 17' -5" x 16' -10"15' -2" x 16' -10" 11' -9" x 13' -4" 13' -1" x 12' -11"9' - 0"LINEN OPT. 2468 LINEN ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:54 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA1.120 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION A 6556 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION10"11 1/2"6 12 6 12 6 12 6 12 6 12 6 12 LAP SIDING VERTICAL SIDING SHAKE SIDING STONE VENEER MAIN FLOOR MAIN PLATE 10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"11 1/2"10"4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:55 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA1.200 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 8' - 8"11 1/2"10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 10"6 12 6 12 6 12 6 12 6 12 4 12 9' - 1 1/8"LOWERED PLATE MAIN FLOOR MAIN PLATE 10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"11 1/2"4 12 6 12 6 12 6 12 4 12 10"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:57 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA1.201 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:126:126:126:126:126:12 6:12 6:124:126:12 6:124:126:12 6:12 4:12EAVE1' - 0" TYP.RAKE 1' - 0" TYP.4:124:12 4:12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:57 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA1.300 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS58' - 0"2' - 0"19' - 0"22' - 0"6' - 0"9' - 0"1' - 4"16' - 4"1' - 4"1' - 10"8' - 4"1' - 10" 66' - 0" UNEXCAVATED UNEXCAVATED UNEXCAVATED 12' - 0"21' - 0"16' - 0"16' - 0"1' - 0"58' - 0"2' - 0"15' - 4"14' - 8"8' - 0"8' - 0" 21' - 0"7' - 0"7' - 8"6' - 0"18' - 4"3' - 8"12' - 0" 6' - 8"11' - 8"5' - 8"8' - 0"8' - 0"17' - 0"8' - 0" 3050 DH 3050 DH 66' - 0" 24' - 0"16' - 0"25' - 0"1' - 0"1' - 0"8' - 0"17' - 0"F.D. FURNACE HRV WH 8' -9" CLG UNFINISHED BASEMENT 17' - 0"9' - 0"9' - 0"17' - 0"STORAGE 10' - 8"6' - 4" 2868 6068 SGD (TEMP)ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:17:59 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA2.100 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION B 6556 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DNUP 17 RISERSDN 15 RISERSDN DN28' - 0"19' - 0"2' - 0"58' - 0"6' - 3 1/2"21' - 8 1/2"9' - 6"9' - 6"66' - 0" 12' - 0"21' - 0"16' - 0"17' - 0" 6' - 0"6' - 0"4' - 1 1/2"6' - 8"6' - 8"3' - 6 1/2"8' - 0"8' - 0"8' - 0"8' - 0"1' - 0"7' - 2"7' - 8"7' - 8"2' - 0"14' - 8"17' - 4"58' - 0"8080 OGD 16080 OGD2040 FX 2 -3060 DH 2040 FX 2 -3060 DH 3050 DH3060 DH4' - 0"5' - 0" 3' - 2"4' - 10"3' - 2"4' - 6"3080 1080 FX 8' - 0"8' - 0" 9' - 0"7' - 8"7' - 8"PORCH 16' -0" x 7' -8"8' -0" x 7' -8" 3' - 0 1/2" / D/W RANGE w/ MICRO ABV REF LAVW/C10' -0" CLG STORAGE 10' -0" CLG 1-CAR GARAGE 10' -0" CLG 2-CAR GARAGE W D PEDW/C21080 210802108021080 2108021080210682868 21080 21080 2468 2668 3 -3060 DH3 -3050 DH 2 -3050 DH3050 DH (2) 3068 FRDR (TEMP)3 -3060 DH 3050 DH3050 DH(2) 3068 FR DR (TEMP) 10' -0" CLG O.E. 10' -0" CLG W.I.C.10' -0" CLG LAUNDRY 10' -0" CLG POWDER 10' -0" CLG KITCHEN 10' -0" CLG BREAKFAST 10' -0" CLG FAMILY 10' -0" CLG M.K. 10' -0" CLG PANTRY 2-STORY CLG DINING 10' -0" CLG BEDROOM 4 10' -0" CLG BATH 3 10' -0" CLG W.I.C 32x60 TUB/SHOWER 6' - 4"10' - 8"4' - 6"4' - 6"66' - 0" 12' - 0"12' - 0"16' - 0"17' - 0"8' - 0"1' - 0" 8' - 5 1/2"3' - 6 1/2"9' - 0"5' - 0"3' - 5 1/2"4' - 1"4' - 11"26' - 0"7' - 6"17' - 0"8' - 0"1' - 0"11' -6" x 21' -3" 20' -6" x 22' -2" w/ 6010 FX AVB.w/ 6010 FX AVB.16' -6" x 13' -5" 15' -1" x 14' -0" 17' -0" x 16' -10" 15' -1" x 13' -1" 8' - 6"7' - 6" 4' - 0"5' - 0"2' - 4 1/2"11' - 11"2' - 8 1/2"COVERED DECK DBL SINK w/ DISP 10' -0" CLG FOYER 25' -0" x 8' -0"8' -0" x 17' -0" CUBBIES LINEN OPT. 8080 SGD (TEMP)OPT DBL OVEN/ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:18:01 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA2.110 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION B 6556 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 17 RISERS2030 FX 2030 FX 2030 FX 2 -3060 DH 2 -3060 DH 2040 FX 3' - 7"4' - 6"4' - 6"4' - 5"49' - 0"6' - 0"13' - 4 1/2"7' - 7 1/2"13' - 4 1/2"16' - 0"17' - 0" 4' - 0 1/2"3' - 7" 8' - 0"8' - 0" 12' - 0"54' - 0"17' - 4"49' - 0"7' - 0"6' - 4 1/2" 42x60 SHOWER FREESTANDINGTUB(2) 2068LAVLAVW/C24682668 WD 28682668LAV LAVW/C 32x60TUB/SHOWER2468 26682468 26682468 5068 BP3 -3060 DH3050 DH 3050 DH3050 DH2020 FX 3 -3050 FX3 -3050 DH 4010 FX45' - 0"9' - 0" 12' - 0"54' - 0" 11' - 3 1/2"17' - 9"15' - 11 1/2" 4' - 11 1/2"6' - 4"9' - 0"8' - 9"7' - 10"8' - 1 1/2"3' - 9"5' - 3"14' - 8"17' - 0"2' - 9 1/2"12' - 2 1/2"2' - 0"7' - 6"7' - 2"18' - 8"24' - 4"15' - 10"8' - 6"5' - 3 1/2"8' - 0"7' - 10"9' - 0"OPEN TO BELOW 9' -0" CLG OWNER'S BATH 9' -0" CLG OWNER'S SUITE 9' -0" CLG W.I.C.9' -0" CLG LAUNDRY 9' -0" CLG BATH 29' -0" CLG W.I.C. 9' -0" CLG BEDROOM 3 9' -0" CLG BEDROOM 2 9' -0" CLG P.O. 9' -0" CLG GAME 17' -5" x 16' -10"15' -2" x 16' -10" 11' -9" x 13' -4" 13' -1" x 12' -11"9' - 0"LINEN OPT. 2468 LINEN ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:18:04 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA2.120 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 1889 SF B UPPER FLOOR LIVABLE 1595 SF LIVABLE 3484 SF C 2-CAR GARAGE 473 SF D 1-CAR GARAGE 336 SF E DECK 331 SF F PORCH 181 SF G BASEMENT 1751 SF NON-LIVABLE 3072 SF ELEVATION B 6556 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION11 1/2"10"4 12 10 12 10 12 10 12 10 12 4 12 LAP SIDING BOARD AND BATTEN MAIN FLOOR MAIN PLATE 10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"11 1/2"10"4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:18:05 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA2.200 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 10' - 1 1/8"UPPER FLOOR UPPER PLATE 9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"11 1/2"10"6 12 6 12 6 12 4 12 6 12 6 12 4 12 10 12 9' - 1 1/8"LOWERED PLATE MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 10' - 1 1/8"9' - 1 1/8"TOP OF FOUNDATION BASEMENT FLOOR 8' - 8"11 1/2"10"6 12 6 12 6 12 6 12 4 12 10 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:18:06 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA2.201 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:124:126:126:126:126:126:126:1210:12 10:12 10:12 10:12 4:124:12 4:12EAVE1' - 0" TYP.RAKE 1' - 0" TYP.4:124:12 3' - 2"6' - 11"3' - 3 1/2"4' - 0"3' - 0"10:124:12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:18:07 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-7\SF-7_V2019.rvtA2.300 PLAN SF-7 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmMountain View Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation B CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:23 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA0.000 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B GARAGE A3.100 FOUNDATION PLAN - GARAGE A3.110 MAIN FLOOR PLAN - GARAGE A3.200 EXTERIOR ELEVATIONS - GARAGE A3.310 FLOOR PLANS - OPT GAME ROOM A3.311 EXTERIOR ELEVATIONS - OPT GAME ROOM TOTAL NUMBER OF SHEETS: 18AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 797 SF UPPER FLOOR LIVABLE 806 SF LIVABLE 1603 SF PORCH 146 SF DECK 82 SF UNFINISHED BASEMENT 713 SF 2-CAR GARAGE 572 SF NON-LIVABLE 1513 SF ELEVATION A 3116 SF ELEVATION B MAIN FLOOR LIVABLE 784 SF UPPER FLOOR LIVABLE 806 SF LIVABLE 1590 SF PORCH 146 SF DECK 82 SF UNFINISHED BASEMENT 648 SF 2-CAR GARAGE 572 SF NON-LIVABLE 1448 SF ELEVATION B 3038 SF Hillside at O'Brien Farm -Alley-Load Single Family South Burlington, Vermont AREA SCHEDULE - OPTIONS AREA NAME AREA ALL ELEVATIONS OPT GAME ROOM 505 SF Elevation B -FarmhouseElevation A -Craftsman UP 15 RISERS FURNACEHRV F.D. 8' -9" CLG UNFINISHED BASEMENT 8' -9" CLG STORAGE 4040 XO 4040 XO 30' - 0" 16' - 4"13' - 8" 5' - 0"6' - 4"5' - 0" WH36' - 0"8' - 0"28' - 0"5' - 0"24' - 8"6' - 4"30' - 0" 19' - 0"11' - 0" UNEXCAVATED 17' - 0"2' - 0"36' - 0"WH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:24 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA1.100 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 797 SF B UPPER FLOOR LIVABLE 806 SF LIVABLE 1603 SF E PORCH 146 SF D DECK 82 SF F UNFINISHED BASEMENT 713 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1513 SF ELEVATION A 3116 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A UP 16 RISERS DN 15 RISERS DN DN14' - 10"3' - 1"9' - 3"2' - 6"7' - 3 1/2"6' - 6 1/2"5' - 4"3' - 2"3' - 2"2' - 8"3' - 10 1/2"8' - 2"6' - 10"2' - 6"12' - 6" 15' - 0"15' - 0" W/CPED210683068 FR DR (TEMP) 2468 28683060 DH3060 DH3 -3060 DH 3060 DH2020 FX3060 DHREF RANGE w/MICRO ABV9' -0" CLG FAMILY 9' -0" CLG KITCHEN COV. DECK 9' -0" CLG POWDER 9' -0" CLG DINING 14' -0" x 14' -0" 10' -0" x 12' -0" 6' -4" x 15' -0" w/ 3010 FX ABV. 6' - 4"30' - 0" 30' - 0" 19' - 0"11' - 0" 6' - 0 1/2"2' - 11" 1' - 8"9' - 0"1' - 8"5' - 0"1' - 8" 2' - 6 1/2"2' - 2 1/2"8' - 0"28' - 0"1' - 8"6' - 4"13' - 2"5' - 0"24' - 8"1' - 8"3' - 4"10' - 10"5' - 6"2030 DH 3068 8' - 11 1/2"3' - 3 1/2"4' - 9"13' - 0" 6' - 6"6' - 6" 2 -3060 DH PANTRY 5' - 0"3' - 0"19' -0" x 8' -0" PORCH w/ 3010 FX ABV. 36' - 0"36' - 0"2068 DBL SINK w/ DISP D/W ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:26 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA1.110 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 797 SF B UPPER FLOOR LIVABLE 806 SF LIVABLE 1603 SF E PORCH 146 SF D DECK 82 SF F UNFINISHED BASEMENT 713 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1513 SF ELEVATION A 3116 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A DN 16 RSERS 5' - 5 1/2"12' - 0"12' - 10 1/2"7' - 3 1/2"30' - 0" 6' - 5 1/2"6' - 4 1/2"3' - 4"13' - 10" 6' - 10"7' - 0" 8' -0" CLG OWNER'S SUITE 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S BATH 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG BATH 2 8' -0" CLG BEDROOM 32068266826682668266826802468LAV W/D W/C W/C 30x60TUB/SHOWER2468 2 -3060 DH 3050 DHTEMPLAV LAV 24682468 34x60 SHOWER 10' -0" x 11' -0" 10' -0" x 12' -0" 12' -0" x 13' -0"LINEN2' - 6"10' - 6 1/2"8' - 0 1/2"3' - 0"28' - 0"10' - 10"30' - 0" 17' - 0"13' - 0" 11' - 6 1/2"5' - 5 1/2" 2' - 6"6' - 0"3' - 0 1/2"2' - 11 1/2"2' - 6"6' - 6"6' - 6" 2020 FX 2020 FX 2020 FX 2 -3050 DH2468W/D 31' - 0"8' -0" CLG W.I.C.31' - 0"4' - 8"4' - 8"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:27 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA1.120 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 797 SF B UPPER FLOOR LIVABLE 806 SF LIVABLE 1603 SF E PORCH 146 SF D DECK 82 SF F UNFINISHED BASEMENT 713 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1513 SF ELEVATION A 3116 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION SHAKE SIDING LAP SIDING 5 12 5 12 5 12 5 12 5 12 5 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 5 12 5 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:28 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA1.200 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:29 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA1.201 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:126:125:12 5:12 5:12 5:12 5:12 5:12 3:125' - 6"19' - 0"5' - 6" TYP. 1' - 0" RAKE TYP.1' - 0" EAVEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:29 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA1.300 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Elevation A -Craftsman CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Roof Plan UP 15 RISERS 36' - 0"8' - 0"28' - 0"5' - 0"24' - 8"6' - 4"30' - 0" 19' - 0"11' - 0" UNEXCAVATED 36' - 0"17' - 0"2' - 0"FURNACEHRV F.D. 8' -9" CLG UNFINISHED BASEMENT 8' -9" CLG STORAGE 4040 XO 4040 XO 30' - 0" 16' - 4"13' - 8" 5' - 0"6' - 4"5' - 0" WH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:30 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA2.100 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD - ELEV B Area Key AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 784 SF B UPPER FLOOR LIVABLE 806 SF LIVABLE 1590 SF E PORCH 146 SF D DECK 82 SF F UNFINISHED BASEMENT 648 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1448 SF ELEVATION B 3038 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN UP 16 RISERS DN 15 RISERS DN 3068 2068 3060 DH 2030 DH 30' - 0" 19' - 0"11' - 0" 6' - 0 1/2"2' - 11" 8' - 11 1/2"3' - 3 1/2"4' - 9"13' - 0" 4' - 0"5' - 0"4' - 0"2' - 6 1/2"2' - 2 1/2"8"7' - 4"13' - 2"5' - 0"24' - 8"8"4' - 4"10' - 10"5' - 6"8"10' - 3"8"6' - 9"8" 3060 DH PANTRY w/ 3010 FX ABV. 19' -0" x 8' -0" PORCH28' - 0"8' - 0"36' - 0"36' - 0"5' - 0"3' - 0"14' - 10"3' - 1"9' - 3"2' - 6"7' - 3 1/2"6' - 6 1/2"5' - 4"3' - 2"3' - 2"2' - 8"3' - 10 1/2"8' - 2"6' - 10"2' - 6"12' - 6" 15' - 0"15' - 0" W/CPED210683068 FR DR (TEMP) 2468 28683060 DH3060 DH3 -3060 DH 3060 DH2020 FX3060 DHREF RANGE w/MICRO ABV9' -0" CLG FAMILY 9' -0" CLG KITCHEN COV. DECK 9' -0" CLG POWDER 9' -0" CLG DINING 14' -0" x 14' -0" 10' -0" x 12' -0" 6' -4" x 15' -0" w/ 3010 FX ABV. 6' - 4"30' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:31 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA2.110 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B Area Key AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 784 SF B UPPER FLOOR LIVABLE 806 SF LIVABLE 1590 SF E PORCH 146 SF D DECK 82 SF F UNFINISHED BASEMENT 648 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1448 SF ELEVATION B 3038 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RSERS 5' - 5 1/2"12' - 0"12' - 10 1/2"7' - 3 1/2"30' - 0" 6' - 5 1/2"6' - 4 1/2"3' - 4"13' - 10" 6' - 10"7' - 0" 8' -0" CLG OWNER'S SUITE 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S BATH 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG BATH 2 8' -0" CLG BEDROOM 32068266826682668266826802468LAV W/D W/C W/C 30x60TUB/SHOWER2468 2 -3060 DH 3050 DHTEMPLAV LAV 24682468 34x60 SHOWER 10' -0" x 11' -0" 10' -0" x 12' -0" 12' -0" x 13' -0"LINEN2' - 6"2040 FX2040 FX 3050 DH 2040 FX10' - 6 1/2"8' - 0 1/2"3' - 0"28' - 0"10' - 10"30' - 0" 17' - 0"13' - 0" 11' - 6 1/2"5' - 5 1/2" 2' - 6"6' - 0"3' - 0 1/2"2' - 11 1/2"2' - 6"4' - 0"5' - 0"4' - 0" 8' -0" CLG W.I.C.24684' - 8"31' - 0"4' - 8"31' - 0"3050 DH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:33 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA2.120 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B Area Key AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 784 SF B UPPER FLOOR LIVABLE 806 SF LIVABLE 1590 SF E PORCH 146 SF D DECK 82 SF F UNFINISHED BASEMENT 648 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1448 SF ELEVATION B 3038 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION BOARD & BATTEN LAP SIDING 10 12 10 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:34 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA2.200 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:34 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA2.201 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:126:1210:1210:12 4:12TYP. 1' - 0" RAKE TYP.1' - 0" EAVEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:09:35 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-8\SF-8_R2019.rvtA2.300 PLAN SF-8 SF210303.00 LV -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Elevation B -Farmhouse 26' - 0"22' - 0"26' - 0" 6' - 8"16' - 4"3' - 0"22' - 0"UNEXCAVATED ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:49 AM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.100 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontFOUNDATION PLAN - GARAGE 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Foundation Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 21068 SC 3050 DH 3050 DH 3050 DH 16080 OGD GARAGE 26' - 0" 2' - 2 1/2"5' - 9 1/2"6' - 0"6' - 0"6' - 0"22' - 0"26' - 0" 14' - 10"11' - 2"22' - 0"25' -5" x 21' -5"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:49 AM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.110 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - GARAGE 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Standard Garage AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A C 2-CAR GARAGE 572 SF NON-LIVABLE 572 SF ELEVATION A 572 SF MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"TOP OF FOUNDATION 6 12 6 12 LAP SIDING MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"TOP OF FOUNDATION MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"TOP OF FOUNDATION 6:126:12 TYP. 1' - 0" EAVE TYP.1' - 0" RAKEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:50 AMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.200 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - GARAGE ROOF PLAN - GARAGE 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Standard Garage SCALE: 1/4" = 1'-0" Roof Plan UP 16 RISERSDN DN 16 RISERSGARAGE 21068 SC 3050 DH 3050 DH 3050 DH 16080 OGD TEMP. 26' - 0" 4' - 1 1/2"21' - 10 1/2" 2' - 2 1/2"1' - 11"3' - 10 1/2"6' - 0"6' - 0"6' - 0"22' - 0"12' - 6 1/2"9' - 5 1/2"26' - 0" 11' - 2 1/2"11' - 2"22' - 0"21' -9" x 21' -5"21068210689' -0" CLG MECHANICAL 3' - 7 1/2"22' - 4 1/2"3' - 3"6' - 6"6' - 6"6' - 6"3' - 3" 26' - 0" 3' - 8"16' - 4"6' - 0" 26' - 0"5' - 8"10' - 4 1/2"5' - 11 1/2"22' - 0"8' - 5"10' - 8 1/2"2' - 10 1/2"22' - 0"5' - 0 1/2"5' - 4"8' -0" CLG STORAGE 8' -0" CLG POWDER 8' -0" CLG GAME 2040 DH2468 3050 DH 3050 DH 3050 DH 2040 DH3050 DH3050 DHW/CPED16' -0" x 21' -5" 2468 4' - 4"6' - 0"6' - 0" 3050 DH 3050 DH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:51 AMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.310 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontFLOOR PLANS - OPT GAME ROOM 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - OPTIONS AREA NAME AREA ALL ELEVATIONS OPT GAME ROOM 505 SF Opt Game Room SCALE: 1/4" = 1'-0" Upper Floor Plan MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION LAP SIDING 6 12 6 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"10"TOP OF FOUNDATION MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:52 AMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.311 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - OPT GAME ROOM 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Opt Game Room EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:38 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA0.000 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B GARAGE A3.100 FOUNDATION PLAN - GARAGE A3.110 MAIN FLOOR PLAN - GARAGE A3.200 EXTERIOR ELEVATIONS - GARAGE A3.310 FLOOR PLANS - OPT GAME ROOM A3.311 EXTERIOR ELEVATIONS - OPT GAME ROOM TOTAL NUMBER OF SHEETS: 18AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 993 SF UPPER FLOOR LIVABLE 857 SF LIVABLE 1850 SF PORCH 154 SF DECK 114 SF UNFINISHED BASEMENT 875 SF 2-CAR GARAGE 572 SF NON-LIVABLE 1715 SF ELEVATION A 3565 SF ELEVATION B MAIN FLOOR LIVABLE 993 SF UPPER FLOOR LIVABLE 869 SF LIVABLE 1862 SF PORCH 154 SF DECK 115 SF UNFINISHED BASEMENT 875 SF 2-CAR GARAGE 572 SF NON-LIVABLE 1716 SF ELEVATION B 3578 SF Hillside at O'Brien Farm -Alley-Load Single Family South Burlington, Vermont AREA SCHEDULE - OPTIONS AREA NAME AREA ALL ELEVATIONS OPT GAME ROOM 505 SF Elevation B -FarmhouseElevation A -Craftsman UP 15 RISERS 4040 XO UNEXCAVATED 19' - 8"10' - 4" 30' - 0"3' - 0"5' - 0"8' - 0"2' - 0"30' - 0"8' - 0"3' - 0"37' - 0"8' - 0"11' - 0"19' - 0" 9' - 10"9' - 2" 11' - 8"18' - 4" 30' - 0" FURNACE HRV F.D. 8' -9" CLG UNFINISHED BASEMENT WH48' - 0"48' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:39 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA1.100 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 993 SF B UPPER FLOOR LIVABLE 857 SF LIVABLE 1850 SF E PORCH 154 SF D DECK 114 SF F UNFINISHED BASEMENT 875 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1715 SF ELEVATION A 3565 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN DN 15 RISERS UP 16 RISERS 6' - 0"9' - 8"3' - 4"5' - 6"5' - 6" 19' - 0"5' - 0"3' - 0"1' - 8"9' - 0"1' - 8"5' - 8"1' - 8" 19' - 8"10' - 4" 30' - 0" PORCH 19' -0" x 8' -0"48' - 0"5' - 5 1/2"4' - 8"6' - 3"7"3' - 5"9' - 7 1/2"10' - 1 1/2"6' - 4"1' - 8"3' - 4"2' - 11"8' - 0"2' - 0"30' - 0"8' - 0"4' - 5 1/2"1' - 11 1/2"2' - 8 1/2"7' - 9"2' - 6"1' - 8"1' - 4"10' - 6"7' - 1 1/2"6' - 5"12' - 11 1/2"3' - 0"37' - 0"8' - 0"48' - 0"(2)-3060 DH (2)-3060 DH 3068 W/ 3010 FX ABV.REFDBL SINK w/DISPRANGE w/MICRO ABVPEDW/CW.I.C REFDBL SINK w/DISPRANGE w/MICRO ABVPEDW/C9' -0" CLG W.I.C 2668 REFBENCH21068D/W2668 2106821068PANTRY 11' - 8"18' - 4" COVERED DECK 28689' -0" CLG FAMILY 9' -0" CLG KITCHEN 9' -0" CLG DINING 9' -0" CLG FOYER 9' -0" CLG STUDY 9' -0" CLG POWDER 9' -0" CLG MUD ROOM W/ 3010 FX ABV. 18' -1" x 12' -2" 12' -7" x 9' -8" 10' -1" x 9' -7" 30' - 0" 11' - 0"19' - 0" 7' - 0"4' - 0" 9' - 6"9' - 6" (3)-3050 DH 3050 DH3050 DH2040 DH3060 DH2040 DH3068 FR DR (TEMP) 11' -8" x 10' -0" 5' - 0"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:41 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA1.110 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 993 SF B UPPER FLOOR LIVABLE 857 SF LIVABLE 1850 SF E PORCH 154 SF D DECK 114 SF F UNFINISHED BASEMENT 875 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1715 SF ELEVATION A 3565 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS (2)-2020 FX 2' - 11 1/2"9' - 0 1/2"5' - 3"5' - 4"12' - 0"2' - 4 1/2"5' - 6"2' - 6 1/2"10' - 7"33' - 0"7' - 0"48' - 0"4' - 10 1/2"5' - 0"1' - 9 1/2"3' - 2 1/2"4' - 7"5' - 3 1/2"5' - 3" 11' - 8"7' - 9 1/2" 19' - 5 1/2"10' - 6 1/2" 19' - 8"10' - 4" 30' - 0"7' - 0"6' - 0 1/2"26' - 11 1/2"8' - 0"48' - 0"4' - 0 1/2"3' - 6 1/2"6' - 4"6' - 7 1/2"2' - 7"2' - 6 1/2"7' - 7"1' - 3 1/2"5' - 1 1/2"12' - 11 1/2"2030 DH 2030 DH 2030 DH3050 DHD 8' -0" CLG OWNERS SUITE8' -0" CLG BEDROOM 2 8' -0" CLG BEDROOM 3 8' -0" CLG LAUNDRY 8' -0" CLG OWNERS BATH 8' -0" CLG BATH 2 5068 BP 1668 2868W/C LAV LAV 34x60 SHOWER286828682668 5068 BP LINEN32x60TUB/SHOWERW/C LAV LINEN 8' -0" CLG W.I.C 24682868W 3068 BARN 12' -3" x 12' -2" 9' -10" x 9' -10" 11' -2" x 11' -6" (2)-3050 DH 30' - 0" 11' - 8"18' - 4" 10' - 4"6' - 8"13' - 0" 6' - 6"6' - 6"3050 DH3050 DH4010 FX(2)-3050 DH8' - 0"28682868 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:42 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA1.120 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 993 SF B UPPER FLOOR LIVABLE 857 SF LIVABLE 1850 SF E PORCH 154 SF D DECK 114 SF F UNFINISHED BASEMENT 875 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1715 SF ELEVATION A 3565 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION SHAKE SIDING LAP SIDING 5 125 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:43 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA1.200 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 4 12 6 12 6 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:44 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA1.201 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation A -Craftsman EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:126:125:12 5:12 4:12TYP. 1' - 0" RAKE TYP.1' - 0" EAVE 6:124:12 4:12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:45 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA1.300 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan Elevation A -Craftsman CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS 4040 XO UNEXCAVATED 19' - 8"10' - 4" 30' - 0"3' - 0"5' - 0"8' - 0"2' - 0"30' - 0"8' - 0"3' - 0"37' - 0"8' - 0"11' - 0"19' - 0" 9' - 10"9' - 2" 11' - 8"18' - 4" 30' - 0" FURNACE HRV F.D. 8' -9" CLG UNFINISHED BASEMENT WH48' - 0"48' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:46 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA2.100 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B AREA SCHEDULE - STANDARD - ELEV B Area Key AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 993 SF B UPPER FLOOR LIVABLE 869 SF LIVABLE 1862 SF E PORCH 154 SF D DECK 115 SF F UNFINISHED BASEMENT 875 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1716 SF ELEVATION B 3578 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN DN 15 RISERS UP 16 RISERS 8"7' - 4"10' - 1 1/2"8"11' - 0"8"6' - 8"8" 3' - 8"4' - 10"7' - 2"3' - 4"5' - 7"5' - 5" 3060 DH (2) -3060 DH 3060 DH 12' - 11 1/2"6' - 5"7' - 1 1/2"10' - 6"2' - 4"8"19' - 8"10' - 4"5' - 0"5' - 5 1/2"4' - 8"9' - 7 1/2"3' - 5"7"6' - 3"48' - 0"8' - 0"2' - 0"30' - 0"8' - 0"4' - 5 1/2"1' - 11 1/2"2' - 8 1/2"7' - 9"2' - 6"3' - 0"37' - 0"8' - 0"48' - 0"19' - 0" 3068 30' - 0" PORCH W/ 3010 FX ABV.REFDBL SINK w/DISPRANGE w/MICRO ABVPEDW/CW.I.C REFDBL SINK w/DISPRANGE w/MICRO ABVPEDW/C9' -0" CLG W.I.C 2668 REFBENCH21068D/W2668 2106821068PANTRY 11' - 8"18' - 4" COVERED DECK 28689' -0" CLG FAMILY 9' -0" CLG KITCHEN 9' -0" CLG DINING 9' -0" CLG FOYER 9' -0" CLG STUDY 9' -0" CLG POWDER 9' -0" CLG MUD ROOM W/ 3010 FX ABV. 18' -1" x 12' -2" 12' -7" x 9' -8" 10' -1" x 9' -7" 30' - 0" 11' - 0"19' - 0" 7' - 0"4' - 0" 9' - 6"9' - 6" (3)-3050 DH 3050 DH3050 DH2040 DH3060 DH2040 DH3068 FR DR (TEMP) 11' -8" x 10' -0" 5' - 0"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:47 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA2.110 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B Area Key AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 993 SF B UPPER FLOOR LIVABLE 869 SF LIVABLE 1862 SF E PORCH 154 SF D DECK 115 SF F UNFINISHED BASEMENT 875 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1716 SF ELEVATION B 3578 SF SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 2020 FX2020 FX 3050 DH3050 DH 2030 DH 7' - 7"1' - 3 1/2"5' - 1 1/2"12' - 11 1/2"13' - 0"2' - 4 1/2"5' - 6"2' - 6 1/2"10' - 7"3' - 8"4' - 10"3' - 7 1/2"3' - 1 1/2"4' - 2 1/2"3' - 4"3' - 7"3' - 7 1/2" 12' - 1 1/2"7' - 4"10' - 6 1/2" 19' - 8"10' - 4" 30' - 0"48' - 0"6' - 4"6' - 7 1/2"2' - 7"2' - 6 1/2"3' - 6 1/2"4' - 0 1/2"6' - 0"1' - 0"6' - 0 1/2"26' - 11 1/2"8' - 0"48' - 0"5' - 4"5' - 3"34' - 0"6' - 0"D 8' -0" CLG OWNERS SUITE8' -0" CLG BEDROOM 2 8' -0" CLG BEDROOM 3 8' -0" CLG LAUNDRY 8' -0" CLG OWNERS BATH 8' -0" CLG BATH 2 5068 BP 1668 2868W/C LAV LAV 34x60 SHOWER286828682668 5068 BP LINEN32x60TUB/SHOWERW/C LAV LINEN 8' -0" CLG W.I.C 24682868W 3068 BARN 12' -3" x 12' -2" 9' -10" x 9' -10" 11' -2" x 11' -6" (2)-3050 DH 30' - 0" 11' - 8"18' - 4" 10' - 4"6' - 8"13' - 0" 6' - 6"6' - 6"3050 DH3050 DH4010 FX(2)-3050 DH8' - 0"28682868 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:49 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA2.120 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B Area Key AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 993 SF B UPPER FLOOR LIVABLE 869 SF LIVABLE 1862 SF E PORCH 154 SF D DECK 115 SF F UNFINISHED BASEMENT 875 SF C 2-CAR GARAGE 572 SF NON-LIVABLE 1716 SF ELEVATION B 3578 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION BOARD & BATTEN LAP SIDING 10 12 10 12 10 12 10 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:50 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA2.200 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"10"TOP OF FOUNDATION 6 12 6 12 6 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:50 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA2.201 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 6:126:126:124:12 4:12 4:1210:1210:12 4:1210:12 10:12 TYP. 1' - 0" RAKE TYP.1' - 0" EAVEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 1:16:51 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-9\SF-9_R2019.rvtA2.300 PLAN SF-9 SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Elevation B -Farmhouse 26' - 0"22' - 0"26' - 0" 6' - 8"16' - 4"3' - 0"22' - 0"UNEXCAVATED ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:49 AM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.100 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontFOUNDATION PLAN - GARAGE 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Foundation Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 21068 SC 3050 DH 3050 DH 3050 DH 16080 OGD GARAGE 26' - 0" 2' - 2 1/2"5' - 9 1/2"6' - 0"6' - 0"6' - 0"22' - 0"26' - 0" 14' - 10"11' - 2"22' - 0"25' -5" x 21' -5"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:49 AM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.110 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - GARAGE 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Standard Garage AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A C 2-CAR GARAGE 572 SF NON-LIVABLE 572 SF ELEVATION A 572 SF MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"TOP OF FOUNDATION 6 12 6 12 LAP SIDING MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"TOP OF FOUNDATION MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"TOP OF FOUNDATION 6:126:12 TYP. 1' - 0" EAVE TYP.1' - 0" RAKEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:50 AMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.200 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - GARAGE ROOF PLAN - GARAGE 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Standard Garage SCALE: 1/4" = 1'-0" Roof Plan UP 16 RISERSDN DN 16 RISERSGARAGE 21068 SC 3050 DH 3050 DH 3050 DH 16080 OGD TEMP. 26' - 0" 4' - 1 1/2"21' - 10 1/2" 2' - 2 1/2"1' - 11"3' - 10 1/2"6' - 0"6' - 0"6' - 0"22' - 0"12' - 6 1/2"9' - 5 1/2"26' - 0" 11' - 2 1/2"11' - 2"22' - 0"21' -9" x 21' -5"21068210689' -0" CLG MECHANICAL 3' - 7 1/2"22' - 4 1/2"3' - 3"6' - 6"6' - 6"6' - 6"3' - 3" 26' - 0" 3' - 8"16' - 4"6' - 0" 26' - 0"5' - 8"10' - 4 1/2"5' - 11 1/2"22' - 0"8' - 5"10' - 8 1/2"2' - 10 1/2"22' - 0"5' - 0 1/2"5' - 4"8' -0" CLG STORAGE 8' -0" CLG POWDER 8' -0" CLG GAME 2040 DH2468 3050 DH 3050 DH 3050 DH 2040 DH3050 DH3050 DHW/CPED16' -0" x 21' -5" 2468 4' - 4"6' - 0"6' - 0" 3050 DH 3050 DH ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:51 AMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.310 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontFLOOR PLANS - OPT GAME ROOM 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - OPTIONS AREA NAME AREA ALL ELEVATIONS OPT GAME ROOM 505 SF Opt Game Room SCALE: 1/4" = 1'-0" Upper Floor Plan MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION LAP SIDING 6 12 6 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"10"TOP OF FOUNDATION MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"10"TOP OF FOUNDATION ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:03:52 AMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-Garage\Garage_R2019.rvtA3.311 SF-8 & SF-9 GARAGE SF210303.00 JL -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmAlley-Load Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - OPT GAME ROOM 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Opt Game Room EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Right Elevation SCALE: 1/4" = 1'-0" Left Elevation ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:18 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA0.000 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A1.600 FLOOR PLAN OPTIONS - ALL ELEVATIONS A1.601 ELEVATION OPTIONS - ALL ELEVATIONS A1.602 ELEVATION & ROOF PLAN OPTION - ALL ELEVATION A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 16 AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF LIVABLE 1256 SF C 1-CAR GARAGE 264 SF E PORCH 108 SF NON-LIVABLE 372 SF ELEVATION A 1628 SF ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF LIVABLE 1277 SF C 1-CAR GARAGE 264 SF E PORCH 288 SF F BASEMENT 613 SF NON-LIVABLE 1165 SF ELEVATION B 2442 SF Hillside at O'Brien Farm -Cottage Single Family South Burlington, Vermont AREA SCHEDULE - OPTIONS AREA KEY AREA NAME AREA ELEVATION A D OPTIONAL PATIO 42 SF Farmhouse -Elevation A Farmhouse 2 -Elevation B UP 15 RISERS 22' - 0"2' - 0"18' - 0"2' - 0"31' - 0"6' - 0" 6' - 0"31' - 0" 37' - 0"PER SITE COND.22' - 0"22' - 0"1' - 10"8' - 4"1' - 10"12' - 0"18' - 0"4' - 0"37' - 0"PER SITE COND.22' - 0"10' - 0"UNEXCAVATED UNEXCAVATED4040 XOHRV FURNACE F.D. 8' -0" CLG UNFINISHED BASEMENT 8' -9" CLG STORAGE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:19 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.100 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF LIVABLE 1256 SF C 1-CAR GARAGE 264 SF E PORCH 108 SF NON-LIVABLE 372 SF ELEVATION A 1628 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN DN DN UP 16 RISERSDN 15 RISERS DN 2' - 6" 31' - 0"6' - 0" 8"5' - 4"14' - 3"2' - 0"18' - 0"2' - 0"22' - 0"8"5' - 3"8"4' - 10"8"5' - 3"8"5' - 6"5' - 6"5' - 6"5' - 6"37' - 0" OPT PATIO 3060 DH3060 DH4' - 8 1/2"7' - 9 1/2"15' - 8 1/2"2' - 6"3' - 6"21068 SC6' - 0"3' - 4 1/2"11' - 10 1/2"9"12' - 0"10' - 0"22' - 0"6' - 0"6' - 0"PER SITE COND.22' - 0"21068 SC8080 OGD2' - 6"9' - 6"(2) 3080 FR DR (TEMP) w/ 6010 FX ABV. 6' - 0"31' - 0" 37' - 0"PER SITE COND.22' - 0" PORCH 6' -0" x 18' -2" 2' - 9 1/2"28' - 2 1/2"5' - 4"8" 1 CAR GARAGE 21' -5" x 11' -5" 3' - 7"5' - 2" 2' - 6 1/2" 5' - 5 1/2" 1' - 8 1/2"3' - 9"3' - 8"1' - 6"11' - 9"24682468RANGE w/MICRO ABVDBL SINK w/DISPD/W REF PEDW/C2106828683068(2) 3080 FR DR (TEMP) 2040 DH TEMP 2040 FX TEMP 2040 DH 2040 DHw/ 3010 FX ABV.w/ 6010 FX ABV.PANTRY9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 12' -0" x 12' -8" 8' -2" x 15' -3"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:21 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.110 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF LIVABLE 1256 SF C 1-CAR GARAGE 264 SF E PORCH 108 SF NON-LIVABLE 372 SF ELEVATION A 1628 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 6' - 11 1/2" 11' - 5 1/2" 2' - 2 1/2" 31' - 0"6' - 0" 20' - 2" 31' - 0"6' - 0"2 -3050 DH4' - 6"4' - 3"4' - 5 1/2"5' - 4"5' - 6" 8' - 8 1/2"10' - 10"22' - 0"9' - 6 1/2"2' - 7 1/2"9' - 10"7' - 0 1/2"5' - 3"22' - 0"3' - 11 1/2"12' - 3 1/2"5' - 9"3' - 0"6' - 6 1/2"6' - 10"3' - 0"37' - 0" 37' - 0"2668166826682668 2040 DH LAV W/C 2040 DH 32x60TUB/SHOWER34x60SHOWERW/C LAV 2668 266826682040 FX 2040 FX 2040 DH 10' - 10" 7' - 0"8' - 8 1/2"2' - 3"5' - 4"5' - 6"LINEN12' -0" x 11' -0" 9' -1" x 10' -1" 9' -1" x 10' -1" 8' -0" CLG OWNER'S SUITE 8' -0" CLG OWNER'S BATH 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG LAUNDRY 8' -0" CLG BATH 2 OPT 4010 FX OPT 4010 FX LINEN W/D3050 DH3050 DHISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:22 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.120 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF LIVABLE 1256 SF C 1-CAR GARAGE 264 SF E PORCH 108 SF NON-LIVABLE 372 SF ELEVATION A 1628 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"11 1/2"BOARD AND BATTEN LAP SIDING 8 12 8 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"8 12 8 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:23 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.200 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"11 1/2"10"4 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:24 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.201 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES Elevation A -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 8:128:124:12 4:124:12RAKE 1' - 0" TYP.EAVE1' - 0" TYP.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:24 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.300 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 16 RISERSDN 15 RISERS DN UP 15 RISERS UP 3' - 7"5' - 2" 2' - 6 1/2" 5' - 5 1/2" 1' - 8 1/2"3' - 9"3' - 8"1' - 6"11' - 9"24682468RANGE w/MICRO ABVDBL SINK w/DISPD/W REF PEDW/C21068286830682040 DH TEMP 2040 FX TEMP 2040 DH 2040 DHw/ 3010 FX ABV.PANTRY9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 12' -0" x 12' -8" 8' -2" x 15' -3" 2' - 6" 6' - 0" 14' - 3"3060 DH3060 DH31' - 0"3' - 3"2' - 9"3' - 4 1/2"11' - 10 1/2"9"6' - 0"31' - 0"22' - 0"4' - 8 1/2"7' - 9 1/2"15' - 8 1/2" 37' - 0" 37' - 0" 2 -3050 DH 4010 FX28' - 2 1/2"2' - 9 1/2" 9' -0" CLG PORCH HRV FURNACE F.D. 8' -0" CLG UNFINISHED BASEMENT 8' -9" CLG STORAGE 22' - 0"2' - 0"18' - 0"2' - 0"6' - 0" 31' - 0"12' - 0" 43' - 0" 49' - 0" 6' - 0"6' - 0"22' - 0"31' - 0"12' - 0" 49' - 0" 6' - 0"43' - 0"4' - 4"17' - 8"UNEXCAVATED8080 OGD 21068 SC9' -0" CLG 1-CAR GARAGE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:26 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.600 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontFLOOR PLAN OPTIONS - ALL ELEVATIONS 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. Optional Attched Garage - All Elevations CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Main Floor Plan SCALE: 1/4" = 1'-0" Basement Plan MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"10"4 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"11 1/2"10"8' - 8"4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:27 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.601 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontELEVATION OPTIONS - ALL ELEVATIONS 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. SCALE: 1/4" = 1'-0" Left Elevation Optional Attached Garage - All Elevations SCALE: 1/4" = 1'-0" Right Elevation MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"10"8 12 8 12 TYP. 1' - 0" EAVE TYP.1' - 0" RAKE4:12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:28 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.602 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontELEVATION & ROOF PLAN OPTION - ALL ELEVATION 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Rear Elevation CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. SCALE: 1/4" = 1'-0" Roof Plan Optional Attched Garage All Elevations Similar UP 15 RISERS 28' - 0"6' - 0" 37' - 0"PER SITE COND.22' - 0" 31' - 0" 37' - 0"PER SITE COND.22' - 0"28' - 0"1' - 10"8' - 4"1' - 10"12' - 0"10' - 0"6' - 0"18' - 0"4' - 0"UNEXCAVATED UNEXCAVATED4040 XO26' - 0"11' - 0" HRV FURNACE F.D. 8' -0" CLG UNFINISHED BASEMENT 8' -9" CLG STORAGE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:29 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.100 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF LIVABLE 1277 SF C 1-CAR GARAGE 264 SF E PORCH 288 SF F BASEMENT 613 SF NON-LIVABLE 1165 SF ELEVATION B 2442 SF SCALE: 1/4" = 1'-0" Basement Plan -Elevation B CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN DN DN DN UP 16 RISERSDN 15 RISERS 28' - 0"8"9' - 0"8"5' - 4"8"5' - 0"8"5' - 4"8"5' - 6"7' - 6"6' - 0"3' - 0"8"5' - 4"8"5' - 0"8"5' - 4"8"7' - 0"8" 2' - 6" 31' - 0"6' - 0" 14' - 3"5' - 4"8" 4' - 8 1/2"7' - 9 1/2"15' - 8 1/2" 37' - 0"2' - 6"3' - 6"21068 SC6' - 0"3' - 4 1/2"11' - 10 1/2"9"12' - 0"10' - 0"6' - 0"28' - 0"6' - 0"6' - 0"PER SITE COND.22' - 0"21068 SC8080 OGD2' - 6"9' - 6"37' - 0"PER SITE COND.22' - 0" (2) 3080 FR DR (TEMP) w/ 6010 FX ABV.3060 DH3060 DH22' - 0"6' - 0"6' - 0"31' - 0" 26' - 0"11' - 0" 1 CAR GARAGE 21' -5" x 11' -5" 28' - 2 1/2"2' - 9 1/2" 6' -0" x 20' -0"28' -0" x 6' -0" PORCH / 3' - 7"5' - 2" 2' - 6 1/2" 5' - 5 1/2" 1' - 8 1/2"3' - 9"3' - 8"1' - 6"11' - 9"24682468RANGE w/MICRO ABVDBL SINK w/DISPD/W REF PEDW/C2106828683068(2) 3080 FR DR (TEMP) 2040 DH TEMP 2040 FX TEMP 2040 DH 2040 DHw/ 3010 FX ABV.w/ 6010 FX ABV.PANTRY9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 12' -0" x 12' -8" 8' -2" x 15' -3"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:30 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.110 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF LIVABLE 1277 SF C 1-CAR GARAGE 264 SF E PORCH 288 SF F BASEMENT 613 SF NON-LIVABLE 1165 SF ELEVATION B 2442 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B DN 16 RISERS 4' - 0"2' - 0"31' - 0" 11' - 5 1/2" 6' - 11 1/2"5' - 3 1/2"11' - 5"5' - 3 1/2"6' - 0"28' - 0"3' - 11 1/2"1' - 4"5' - 8 1/2"5' - 8 1/2"2 -3050 DH2' - 2 1/2" 31' - 0"2' - 0"4' - 0" 20' - 2" 4' - 6"4' - 3"4' - 5 1/2"5' - 4"5' - 6" 8' - 8 1/2"10' - 10"22' - 0"6' - 0"9' - 6 1/2"2' - 7 1/2"9' - 10"37' - 0"28' - 0"6' - 10"3' - 0"3' - 0"6' - 6 1/2"37' - 0"2668166826682668 2040 DH LAV W/C 2040 DH 32x60TUB/SHOWER34x60SHOWERW/C LAV 2668 266826682040 FX 2040 FX 2040 DH 10' - 10" 7' - 0"8' - 8 1/2"2' - 3"5' - 4"5' - 6"LINEN12' -0" x 11' -0" 9' -1" x 10' -1" 9' -1" x 10' -1" 8' -0" CLG OWNER'S SUITE 8' -0" CLG OWNER'S BATH 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG LAUNDRY 8' -0" CLG BATH 2 OPT 4010 FX OPT 4010 FX LINEN W/D3050 DH3050 DHISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:31 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.120 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF LIVABLE 1277 SF C 1-CAR GARAGE 264 SF E PORCH 288 SF F BASEMENT 613 SF NON-LIVABLE 1165 SF ELEVATION B 2442 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 11 1/2"10"BOARD AND BATTEN LAP SIDING 12 12 12 12 4 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"4 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:32 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.200 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse 2 EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"6 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:33 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.201 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse 2 EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 4:124:126:12 6:12 12:1212:124:124:12RAKE1' - 0" TYP.EAVE 1' - 0" TYP.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/21/2021 3:29:33 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.300 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation B CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:00 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA0.000 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A A1.600 FLOOR PLAN OPTIONS - ALL ELEVATIONS A1.601 ELEVATION OPTIONS - ALL ELEVATIONS A1.602 ELEVATION & ROOF PLAN OPTION - ALL ELEVATION A2.100 BASEMENT FLOOR PLAN - ELEVATION B A2.110 MAIN FLOOR PLAN - ELEVATION B A2.120 UPPER FLOOR PLAN - ELEVATION B A2.200 EXTERIOR ELEVATIONS - ELEVATION B A2.201 EXTERIOR ELEVATIONS - ELEVATION B A2.300 ROOF PLAN - ELEVATION B TOTAL NUMBER OF SHEETS: 16 AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF C BASEMENT LIVABLE 436 SF LIVABLE 1692 SF D 1-CAR GARAGE 264 SF E PORCH 108 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 492 SF ELEVATION A 2184 SF ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF C BASEMENT LIVABLE 436 SF LIVABLE 1713 SF D 1-CAR GARAGE 264 SF E PORCH 288 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 672 SF ELEVATION B 2385 SF Hillside at O'Brien Farm -Cottage Single Family South Burlington, Vermont AREA SCHEDULE - OPTIONS AREA KEY AREA NAME AREA ELEVATION A D OPTIONAL PATIO 42 SF Farmhouse -Elevation A Farmhouse 2 -Elevation B UP 15 RISERS 22' - 0"2' - 0"18' - 0"2' - 0"31' - 0"6' - 0" 6' - 0"31' - 0" 37' - 0"PER SITE COND.22' - 0"22' - 0"1' - 10"8' - 4"1' - 10"12' - 0"18' - 0"4' - 0"37' - 0"PER SITE COND.22' - 0"10' - 0"UNEXCAVATED UNEXCAVATED4040 XOHRV FURNACE F.D. 8' -9" CLG BEDROOM 4 8' -9" CLG FAMILY WH 26686068 BP266812' -4" x 10' -2" 8' -9" CLG MECHANICAL 16' -8" x 13' -4"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:00 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.100 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF C BASEMENT LIVABLE 436 SF LIVABLE 1692 SF D 1-CAR GARAGE 264 SF E PORCH 108 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 492 SF ELEVATION A 2184 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Optional Basement Plan -Elevation A SCALE: 1/4" = 1' -0" DN DN DN UP 16 RISERSDN 15 RISERS DN 2' - 6" 31' - 0"6' - 0" 8"5' - 4"14' - 3"2' - 0"18' - 0"2' - 0"22' - 0"8"5' - 3"8"4' - 10"8"5' - 3"8"5' - 6"5' - 6"5' - 6"5' - 6"37' - 0" OPT PATIO 3060 DH3060 DH4' - 8 1/2"7' - 9 1/2"15' - 8 1/2"2' - 6"3' - 6"21068 SC6' - 0"3' - 4 1/2"11' - 10 1/2"9"12' - 0"10' - 0"22' - 0"6' - 0"6' - 0"PER SITE COND.22' - 0"21068 SC8080 OGD2' - 6"9' - 6"(2) 3080 FR DR (TEMP) w/ 6010 FX ABV. 6' - 0"31' - 0" 37' - 0"PER SITE COND.22' - 0" PORCH 6' -0" x 18' -2" 2' - 9 1/2"28' - 2 1/2"5' - 4"8" 1 CAR GARAGE 21' -5" x 11' -5" 3' - 7"5' - 2" 2' - 6 1/2" 5' - 5 1/2" 1' - 8 1/2"3' - 9"3' - 8"1' - 6"11' - 9"24682468RANGE w/MICRO ABVDBL SINK w/DISPD/W REF PEDW/C2106828683068(2) 3080 FR DR (TEMP) 2040 DH TEMP 2040 FX TEMP 2040 DH 2040 DHw/ 3010 FX ABV.w/ 6010 FX ABV.PANTRY9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 12' -0" x 12' -8" 8' -2" x 15' -3"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:01 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.110 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF C BASEMENT LIVABLE 436 SF LIVABLE 1692 SF D 1-CAR GARAGE 264 SF E PORCH 108 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 492 SF ELEVATION A 2184 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 6' - 11 1/2" 11' - 5 1/2" 2' - 2 1/2" 31' - 0"6' - 0" 20' - 2" 31' - 0"6' - 0"2 -3050 DH4' - 6"4' - 3"4' - 5 1/2"5' - 4"5' - 6" 8' - 8 1/2"10' - 10"22' - 0"9' - 6 1/2"2' - 7 1/2"9' - 10"7' - 0 1/2"5' - 3"22' - 0"3' - 11 1/2"12' - 3 1/2"5' - 9"3' - 0"6' - 6 1/2"6' - 10"3' - 0"37' - 0" 37' - 0"2668166826682668 2040 DH LAV W/C 2040 DH 32x60TUB/SHOWER34x60SHOWERW/C LAV 2668 266826682040 FX 2040 FX 2040 DH 10' - 10" 7' - 0"8' - 8 1/2"2' - 3"5' - 4"5' - 6"LINEN12' -0" x 11' -0" 9' -1" x 10' -1" 9' -1" x 10' -1" 8' -0" CLG OWNER'S SUITE 8' -0" CLG OWNER'S BATH 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG LAUNDRY 8' -0" CLG BATH 2 OPT 4010 FX OPT 4010 FX LINEN W/D3050 DH3050 DHISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:02 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.120 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 574 SF C BASEMENT LIVABLE 436 SF LIVABLE 1692 SF D 1-CAR GARAGE 264 SF E PORCH 108 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 492 SF ELEVATION A 2184 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"11 1/2"BOARD AND BATTEN LAP SIDING 8 12 8 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"8 12 8 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:03 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.200 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"11 1/2"10"4 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:04 PM F:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.201 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES Elevation A -Farmhouse EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 8:128:124:12 4:124:12RAKE 1' - 0" TYP.EAVE1' - 0" TYP.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:04 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.300 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 16 RISERSDN 15 RISERS DN UP 15 RISERS UP 3' - 7"5' - 2" 2' - 6 1/2" 5' - 5 1/2" 1' - 8 1/2"3' - 9"3' - 8"1' - 6"11' - 9"24682468RANGE w/MICRO ABVDBL SINK w/DISPD/W REF PEDW/C21068286830682040 DH TEMP 2040 FX TEMP 2040 DH 2040 DHw/ 3010 FX ABV.PANTRY9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 12' -0" x 12' -8" 8' -2" x 15' -3" 2' - 6" 6' - 0" 14' - 3"3060 DH3060 DH31' - 0"3' - 3"2' - 9"3' - 4 1/2"11' - 10 1/2"9"6' - 0"31' - 0"22' - 0"4' - 8 1/2"7' - 9 1/2"15' - 8 1/2" 37' - 0" 37' - 0" 2 -3050 DH 4010 FX28' - 2 1/2"2' - 9 1/2" 9' -0" CLG PORCH HRV FURNACE F.D. WH 22' - 0"2' - 0"18' - 0"2' - 0"6' - 0" 31' - 0"12' - 0" 43' - 0" 49' - 0" 6' - 0"6' - 0"22' - 0"31' - 0"12' - 0" 49' - 0" 6' - 0"43' - 0"4' - 4"17' - 8"UNEXCAVATED8080 OGD 21068 SC9' -0" CLG 1-CAR GARAGE 8' -9" CLG UNFINISHED BASEMENT 8' -9" CLG STORAGE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:06 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.600 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontFLOOR PLAN OPTIONS - ALL ELEVATIONS 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. Optional Attched Garage - All Elevations CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Main Floor Plan SCALE: 1/4" = 1'-0" Basement Plan MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"10"4 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"11 1/2"10"8' - 8"4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:07 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.601 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontELEVATION OPTIONS - ALL ELEVATIONS 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. SCALE: 1/4" = 1'-0" Left Elevation Optional Attached Garage - All Elevations SCALE: 1/4" = 1'-0" Right Elevation MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8"8' - 1 1/8"8' - 8"11 1/2"10"8 12 8 12 TYP. 1' - 0" EAVE TYP.1' - 0" RAKE4:12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:07 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA1.602 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontELEVATION & ROOF PLAN OPTION - ALL ELEVATION 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Rear Elevation CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. SCALE: 1/4" = 1'-0" Roof Plan Optional Attched Garage All Elevations Similar UP 15 RISERS 28' - 0"6' - 0" 37' - 0"PER SITE COND.22' - 0" 31' - 0" 37' - 0"PER SITE COND.22' - 0"28' - 0"1' - 10"8' - 4"1' - 10"12' - 0"10' - 0"6' - 0"18' - 0"4' - 0"UNEXCAVATED UNEXCAVATED4040 XO26' - 0"11' - 0" HRV FURNACE F.D. 8' -9" CLG BEDROOM 4 8' -9" CLG FAMILY WH 26686068 BP266812' -4" x 10' -2" 8' -9" CLG MECHANICAL 16' -8" x 13' -4"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:08 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.100 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF C BASEMENT LIVABLE 436 SF LIVABLE 1713 SF D 1-CAR GARAGE 264 SF E PORCH 288 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 672 SF ELEVATION B 2385 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Optional Basement Plan -Elevation B SCALE: 1/4" = 1' -0" DN DN DN DN UP 16 RISERSDN 15 RISERS 28' - 0"8"9' - 0"8"5' - 4"8"5' - 0"8"5' - 4"8"5' - 6"7' - 6"6' - 0"3' - 0"8"5' - 4"8"5' - 0"8"5' - 4"8"7' - 0"8" 2' - 6" 31' - 0"6' - 0" 14' - 3"5' - 4"8" 4' - 8 1/2"7' - 9 1/2"15' - 8 1/2" 37' - 0"2' - 6"3' - 6"21068 SC6' - 0"3' - 4 1/2"11' - 10 1/2"9"12' - 0"10' - 0"6' - 0"28' - 0"6' - 0"6' - 0"PER SITE COND.22' - 0"21068 SC8080 OGD2' - 6"9' - 6"37' - 0"PER SITE COND.22' - 0" (2) 3080 FR DR (TEMP) w/ 6010 FX ABV.3060 DH3060 DH22' - 0"6' - 0"6' - 0"31' - 0" 26' - 0"11' - 0" 1 CAR GARAGE 21' -5" x 11' -5" 28' - 2 1/2"2' - 9 1/2" 6' -0" x 20' -0"28' -0" x 6' -0" PORCH / 3' - 7"5' - 2" 2' - 6 1/2" 5' - 5 1/2" 1' - 8 1/2"3' - 9"3' - 8"1' - 6"11' - 9"24682468RANGE w/MICRO ABVDBL SINK w/DISPD/W REF PEDW/C2106828683068(2) 3080 FR DR (TEMP) 2040 DH TEMP 2040 FX TEMP 2040 DH 2040 DHw/ 3010 FX ABV.w/ 6010 FX ABV.PANTRY9' -0" CLG FAMILY 9' -0" CLG DINING 9' -0" CLG KITCHEN 9' -0" CLG O.E.9' -0" CLG FOYER 9' -0" CLG PWDR 12' -0" x 12' -8" 8' -2" x 15' -3"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:09 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.110 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF C BASEMENT LIVABLE 436 SF LIVABLE 1713 SF D 1-CAR GARAGE 264 SF E PORCH 288 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 672 SF ELEVATION B 2385 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B DN 16 RISERS 4' - 0"2' - 0"31' - 0" 11' - 5 1/2" 6' - 11 1/2"5' - 3 1/2"11' - 5"5' - 3 1/2"6' - 0"28' - 0"3' - 11 1/2"1' - 4"5' - 8 1/2"5' - 8 1/2"2 -3050 DH2' - 2 1/2" 31' - 0"2' - 0"4' - 0" 20' - 2" 4' - 6"4' - 3"4' - 5 1/2"5' - 4"5' - 6" 8' - 8 1/2"10' - 10"22' - 0"6' - 0"9' - 6 1/2"2' - 7 1/2"9' - 10"37' - 0"28' - 0"6' - 10"3' - 0"3' - 0"6' - 6 1/2"37' - 0"2668166826682668 2040 DH LAV W/C 2040 DH 32x60TUB/SHOWER34x60SHOWERW/C LAV 2668 266826682040 FX 2040 FX 2040 DH 10' - 10" 7' - 0"8' - 8 1/2"2' - 3"5' - 4"5' - 6"LINEN12' -0" x 11' -0" 9' -1" x 10' -1" 9' -1" x 10' -1" 8' -0" CLG OWNER'S SUITE 8' -0" CLG OWNER'S BATH 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG LAUNDRY 8' -0" CLG BATH 2 OPT 4010 FX OPT 4010 FX LINEN W/D3050 DH3050 DHISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:11 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.120 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV B AREA KEY AREA NAME AREA ELEVATION B A MAIN FLOOR LIVABLE 682 SF B UPPER FLOOR LIVABLE 595 SF C BASEMENT LIVABLE 436 SF LIVABLE 1713 SF D 1-CAR GARAGE 264 SF E PORCH 288 SF F UNFINISHED BASEMENT 120 SF NON-LIVABLE 672 SF ELEVATION B 2385 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 11 1/2"10"BOARD AND BATTEN LAP SIDING 12 12 12 12 4 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"4 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:11 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.200 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Farmhouse 2 EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"8' - 1 1/8"TOP OF FOUNDATION11 1/2"10"6 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:12 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.201 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Farmhouse 2 EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. 4:124:126:12 6:12 12:1212:124:124:12RAKE1' - 0" TYP.EAVE 1' - 0" TYP.ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:04:13 PMF:\2021\SF210303.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Single Family\SF-10\SF-10_R2019.rvtA2.300 PLAN SF-10 SF210303.00 JA -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-21-2021Hillside at O'Brien FarmCottage Single FamilySouth Burlington, VermontROOF PLAN - ELEVATION B 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation B CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:02 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA0.000 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A ARCHITECTURAL - UNITS - TH 2-2 A1.100_2-2 BASEMENT FLOOR PLAN - UNIT TH 2-2 A1.110_2-2 MAIN FLOOR PLAN - UNIT TH 2-2 A1.120_2-2 UPPER FLOOR PLAN - UNIT TH 2-2 A1.200_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A1.201_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A1.300_2-2 ROOF PLAN - UNIT TH 2-2 ARCHITECTURAL - UNITS - TH 1-1 A1.100_1-1 BASEMENT FLOOR PLAN - UNIT TH 1-1 A1.110_1-1 MAIN FLOOR PLAN - UNIT TH 1-1 A1.120_1-1 UPPER FLOOR PLAN - UNIT TH 1-1 A1.200_1-1 EXTERIOR ELEVATIONS - UNIT TH 1-1 A1.201_1-1 EXTERIOR ELEVATIONS - UNIT TH 1-1 A1.300_1-1 ROOF PLAN - UNIT TH 1-1 ARCHITECTURAL - UNITS - TH 2-1 A1.100_2-1 BASEMENT FLOOR PLAN - UNIT TH 2-1 A1.110_2-1 MAIN FLOOR PLAN - UNIT TH 2-1 A1.120_2-1 UPPER FLOOR PLAN - UNIT TH 2-1 A1.200_2-1 UPPER FLOOR PLAN - UNIT TH 2-1 A1.201_2-1 EXTERIOR ELEVATIONS - UNIT TH 2-1 A1.300_2-1 ROOF PLAN - UNIT TH 2-1 TOTAL NUMBER OF SHEETS: 25 Hillside at O'Brien Farm -Meadow Townhomes South Burlington, Vermont 38' - 0"20' - 0"32' - 0" 90' - 0"68' - 0"5' - 0"3' - 0"54' - 8"3' - 4"2' - 0"68' - 0"38' - 0"20' - 0"32' - 0" 90' - 0" CL CL CL CL TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0"2' - 0"5' - 0"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:03 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.100 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 3/16" = 1'-0" Basement Plan TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL 38' - 0"20' - 0"32' - 0" 90' - 0" 38' - 0"20' - 0"32' - 0" 90' - 0"68' - 0"2' - 0"58' - 0"3' - 0"5' - 0"68' - 0"2' - 0"5' - 0"2' - 0"8' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:05 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.110 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Main Floor Plan AREA SCHEDULE - STANDARD - ELEV A AREA KEY AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1089 SF B UPPER FLOOR LIVABLE 1017 SF LIVABLE 2106 SF C 2-CAR GARAGE 453 SF D COVERED PATIO 136 SF E PORCH 138 SF F ARCHITECTURAL PROJECTIONS 2 SF NON-LIVABLE 729 SF ELEVATION A 2835 SF GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CL CL CL CL TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" 86' - 0" 34' - 0"20' - 0"32' - 0" 34' - 0"20' - 0"32' - 0" 86' - 0"38' - 0"30' - 0"68' - 0"9' - 6"4' - 6"48' - 8"5' - 4"68' - 0"6' - 6"1' - 0"33' - 6"9' - 8"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:06 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.120 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION BOARD & BATTEN LAP SIDING TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:08 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.200 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-1 ELEVATION = +/-0'-0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:09 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.201 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. 10:12 10:12 10:12 10:12 6:126:126:1210:12 10:12 6:124:126:124:124:128:126:126:123:1210:12 10:124:124:12 4:126:12 6:126:124:12 10:12 10:12 4:124:126:126:124:1210:12 10:12 4:1210:12 10:12 8:12 TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. TYP. 1' - 0" EAVE TYP.1' - 0" RAKEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:03:11 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 1A\Cluster 1A_R2019.rvtA1.300 CLUSTER 1-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Roof Plan UP 15 RISERS CLCOMMONWALL CLCOMMONWALL 4' - 0"8' - 0"6' - 0"4' - 0"21' - 4"38' - 8"4' - 0"8' -9" CLG UNFINISHED BASEMENT UNEXCAVATED UNEX.68' - 0"17' - 4"13' - 4"37' - 4"4' - 0"20' - 0" 1' - 8"16' - 4" WH F.D. HRV FURNACE 4040 XO 4040 XO 3' - 0" 4' - 4"10' - 8"5' - 0"4' - 0"14' - 0"12' - 0"4' - 4"6' - 8"6' - 4"6' - 4"15' - 8"8"7' - 0"26682' - 0"36' - 8"19' - 4"2' - 0"7' - 2" 13' - 2" 37' - 2"8"2" 38' - 0" 1' - 2" 19' - 2" 37' - 2"8"2" 38' - 0" 29' - 2"ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:09:50 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.100_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Basement Plan AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 1499 SF B UPPER FLOOR LIVABLE 683 SF LIVABLE 2182 SF C GARAGE 423 SF D COVERED PATIO 136 SF E PORCH 24 SF F PATIO/DECK 137 SF G BASEMENT 1313 SF NON-LIVABLE 2033 SF ALL ELEVATIONS 4215 SF DN 15 RISERS UP 16 RISERS DN DN 4' - 0" CLCOMMONWALL CLCOMMONWALL 8"3' - 4"8"10' - 0"8"4' - 0"8" 4' - 0"15' - 4" 5' - 8"7' - 8"2' - 0"7' - 2"68' - 0"17' - 4"13' - 4"37' - 4"8"3' - 4"8"6' - 0"8"6' - 0"8"3' - 6"5' - 0"4' - 2"13' - 7"7' - 9"5' - 5 1/2"10' - 6 1/2"7' - 0 1/2"6' - 6 1/2"3' - 8"1' - 9 1/2"5' - 0 1/2"5' - 6"2' - 0"2' - 0"7' - 0" 3' - 8 1/2" 3' - 3 1/2"12' - 0"6' - 0"6' - 0"20' - 0" 4' - 0"8' - 0"6' - 0" 5' - 4"8" 4' - 0"4' - 0"2' - 3"1' - 9"2' - 9 1/2"2' - 9"10' - 3 1/2"8"6' - 7 1/2"68' - 0"8"3' - 4"9' -0" CLG FAMILY 9' -0" CLG OWNER'S SUITE 9' -0" CLG KITCHEN 9' -0" CLG OWNER'S BATH 9' -0" CLG W.I.C. 9' -0" CLG PANTRY 9' -0" CLG WINE 9' -0" CLG LAUNDRY 9' -0" CLG O.E. 2-STORY CLG DINING 9' -0" CLG P.O. 9' -0" CLG POWDER 2-CAR GARAGE PATIO/DECK PORCH 9' -0" CLG FOYER PORCH 14' -10" x 13' -1"13' -9" x 13' -1" (2) 3050 DH 3068 FR DR (TEMP) (2) 3060 DH 210683050 DH3050 DH9068 3X POCKET MSD (TEMP)3050 DH DBL SINK w/DISPD/W RANGE w/MICRO ABVREF 21068 21068 PKT 266821068LAVLAV21068 2468 2106821068 SC(2) 3050 DHPED 2468 W/C 2040 DH210682106830683046 DH3046 DH 2040 DH5' -6" x 4' -0" 11' -0" x 12' -0"14' - 0"2' - 11 1/2"8' - 1"2' - 11 1/2"13' -1" x 13' -6" 42x60 SHOWER 19' -4" x 20' -10"OPT. FIREPLACE16080 OGD LINEN 2868W D w/ 3010 FX ABV. w/ 3010 FX ABV. 5' - 6 1/2" 20' -0" x 4' -0" 4' -0" x 14' -0"/ W/C LINEN4' - 0"6' - 7 1/2"7' - 4"4' - 3"11' - 10"3' - 4"2' - 0"36' - 8"19' - 4"2' - 0"4' - 0"7' - 4" 13' - 10" 37' - 10"2" 38' - 0" 10' - 0" 20' - 3 1/2" 19' - 10" 37' - 10"2" 38' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:09:53 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.110_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 1499 SF B UPPER FLOOR LIVABLE 683 SF LIVABLE 2182 SF C GARAGE 423 SF D COVERED PATIO 136 SF E PORCH 24 SF F PATIO/DECK 137 SF G BASEMENT 1313 SF NON-LIVABLE 2033 SF ALL ELEVATIONS 4215 SF SCALE: 1/4" = 1'-0" Main Floor Plan DN 16 RISERS CLCOMMONWALL CLCOMMONWALL 20' - 0"3' - 0"7' - 0" 3' - 6"3' - 6" 3050 FX 4050 FX32x60TUB/SHOWERW/C LAV 246826685068 BP5068 BP3050 DH2668 (2) 3050 DH (2) 3050 DH 2020 FX OPEN TO BELOW 8' -0" CLG LOFT 8' -0" CLG STORAGE 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG BATH 2 3050 FX (2) 3050 FX286814' -5" x 11' -9" 10' -8" x 10' -0" 12' -1" x 11' -6" 14' - 0"4' - 5"7' - 7"2' - 9" 11' - 2"2' - 10"1' - 11"2' - 6" 3' - 9 1/2"3' - 9 1/2"7' - 0"4' - 2"2' - 5 1/2"4' - 0"14' - 0"12' - 0"38' - 0"68' - 0"13' - 6 1/2" 7' - 0"6' - 6 1/2"14' - 9" 3' - 8 1/2"3' - 3 1/2"10' - 6"5' - 4"7' - 11"14' - 3"7' - 8 1/2"6' - 6 1/2"3' - 7 1/2"4' - 3 1/2"4' - 10"5' - 8"4' - 0"4' - 0"22' - 0"12' - 0"1' - 4"2' - 8"68' - 0"9' - 6"12' - 6"5' - 6 1/2" 20' - 3 1/2" 3' - 10" 33' - 10"2" 34' - 0" 2' - 7 1/2" 5' - 1" 33' - 10"2" 34' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:09:54 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.120_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 1499 SF B UPPER FLOOR LIVABLE 683 SF LIVABLE 2182 SF C GARAGE 423 SF D COVERED PATIO 136 SF E PORCH 24 SF F PATIO/DECK 137 SF G BASEMENT 1313 SF NON-LIVABLE 2033 SF ALL ELEVATIONS 4215 SF SCALE: 1/4" = 1'-0" Upper Floor Plan MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"CL CL COMMONWALL COMMONWALL 10 12 10 12 4 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL CL CL 10 12 10 12 10 12 10 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:09:55 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.200_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 6 12 6 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 4 12 6 12 4 12 6 12 6 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:09:56 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.201_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. SCALE: 1/4" = 1'-0" Right Elevation 10:12 10:12 4:1210:12 10:12 6:126:1210:12 10:12 4:124:126:126:12PITCH BREAK PITCH BREAK PITCH BREAK 6:12CLCOMMONWALL CLCOMMONWALL TYP. 1' - 0" EAVE TYP.1' - 0" RAKEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 11:09:57 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA1.300_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERSUNEX. UNEXCAVATED UNEXCAVATED 8' -9" CLG UNFINISHED BASEMENT CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALL 20' - 0" 6"19' - 0"6"57' - 0"1' - 0"23' - 8"32' - 4"20' - 0" 6"18' - 8"8"2" 13' - 2"5' - 10" 10' - 10"7' - 10"57' - 0"3' - 0"8' - 0"37' - 0"8' - 0"1' - 0"3' - 4"5' - 10"4' - 0" 4040 XO 4040 XO WH F.D. FURNACE HRV 8' - 2"6" 1' - 4"8' - 4"1' - 2" 2668 ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:52:15 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.100_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 694 SF B UPPER FLOOR LIVABLE 768 SF LIVABLE 1462 SF C GARAGE 274 SF D COVERED PATIO 44 SF E PORCH 87 SF F BASEMENT 591 SF NON-LIVABLE 996 SF ALL ELEVATIONS 2458 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN UP 16 RISERSDN 15 RISERSDN 9' -0" CLG FAMILY 9' -0" CLG COVERED DECK 9' -0" CLG KITCHEN/DINING VOLUME CLG FOYER GARAGE PORCH 9' -0" CLG POWDER (2) 3060 DH 1074 FX 21068 FR DR (TEMP) 2068 D/W DBL SINK w/DISPRANGE w/ MICRO ABV REF W/C PED 2108021080 SC 1668 8080 OGD 2040 DH 3068 20' - 0" 13' - 6"6' - 2" 6' - 9"6' - 9" 3' - 6"2' - 8"PANTRY57' - 0"1' - 0"23' - 8"32' - 4"6' - 3"8' - 4 1/2"2' - 10 1/2"14' - 10"20' - 0" 2"19' - 8"2" 11' - 2"8' - 6" 5' - 10"6' - 0" 2' - 0"3' - 6"2' - 4" 11' - 10"7' - 10"2" 11' -1" x 23' -2" 16' -9" x 11' -1" 12' -9" x 11' -10" 6' -0" x 7' -6" 7' -10" x 11' -0"57' - 0"3' - 0"8' - 0"37' - 0"8' - 0"1' - 0"8"2' - 4"8"4"8"7' - 2"8" 9"4' - 6"11" CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALL 2"19' - 8"2" w/ 21010 FX ABV. w/ 3010 FX ABV.10' - 0"2X8 WALL 19' - 11"17' - 1"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:52:16 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.110_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 694 SF B UPPER FLOOR LIVABLE 768 SF LIVABLE 1462 SF C GARAGE 274 SF D COVERED PATIO 44 SF E PORCH 87 SF F BASEMENT 591 SF NON-LIVABLE 996 SF ALL ELEVATIONS 2458 SF DN 16 RISERS 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG BATH 2 8' -0" CLG O. BATH 8' -0" CLG OWNER'S SUITE (2) 3050 DH 3050 DH BENCH4068 BP 2668 32x60 TUB/SHOWER W/CLAVW/D 24682668286816806068 BP 42x60 SHOWER W/CLAVLAV168024686068 BP2668 (2) 3050 DH 4040 FXLINEN20' - 0" 13' - 6"6' - 2" 6' - 9"6' - 9"3' - 0"3' - 2" 12' -7" x 10' -7" 10' -1" x 12' -1" 10' -11" x 12' -1"57' - 0"1' - 0"3' - 6"52' - 6"6' - 6"6' - 0 1/2"2' - 8 1/2"11' - 4 1/2"3' - 7 1/2"8' - 6 1/2"2' - 4 1/2"11' - 4"20' - 0" 2"19' - 8"2" 11' - 10"7' - 10"57' - 0"4' - 6"6' - 6"37' - 0"9' - 0"19' - 11"2' - 4 1/2"14' - 8 1/2"5' - 11"5' - 11"3' - 10"4' - 0" CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALLLINEN2"19' - 8"2" OPEN TO BELOW ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:52:17 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.120_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 694 SF B UPPER FLOOR LIVABLE 768 SF LIVABLE 1462 SF C GARAGE 274 SF D COVERED PATIO 44 SF E PORCH 87 SF F BASEMENT 591 SF NON-LIVABLE 996 SF ALL ELEVATIONS 2458 SF SCALE: 1/4" = 1'-0" Upper Floor Plan MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"CL CL CL CL COMMONWALL COMMONWALL COMMONWALL COMMONWALL LAP SIDING BOARD & BATTEN 10 12 10 12 8 12 8 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL COMMONWALL COMMONWALL CL CL CL CL 10 12 10 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:52:18 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.200_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 4 12 6 12 4 12 3 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:52:19 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.201_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. 3:126:126:124:124:1210:1210:12 10:12 10:12 8:12 8:12TYP.1' - 0" RAKETYP. 1' - 0" EAVE PITCH BREAK 4:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 10:52:19 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.300_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS5' - 0"30' - 0"23' - 0"2' - 0" 21' - 2" 6"31' - 6" 32' - 0" 7' - 7" 15' - 2" 2"8"31' - 2" 32' - 0" UNEXCAVATED UNEXCAVATED 8' -9" CLG UNFINISHED BASEMENT CL COMMONWALL CL COMMONWALL58' - 0"16' - 0"58' - 0"6' - 0"8' - 0"16' - 4"24' - 4"3' - 4"7' - 7" 4040 XO WH F.D. FURNACE HRV 14' - 0"13' - 8"8' - 0"8' - 0" 10' - 4" 16' - 4"2' - 10"13' - 4"11' - 0"8' - 0"8' - 0" 2668 ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:49:21 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.100_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 878 SF B UPPER FLOOR LIVABLE 992 SF LIVABLE 1870 SF C GARAGE 490 SF D COVERED PATIO 176 SF E PORCH 83 SF F DECK 104 SF H BASEMENT 734 SF NON-LIVABLE 1587 SF ALL ELEVATIONS 3457 SF DN DN DN 15 RISERSUP 16 RISERS DN 8' - 0"15' - 0"21' - 0"9' - 0"5' - 0"7' - 2"6"3' - 5"9' - 11"58' - 0"32' - 0" 2"31' - 10" 21' - 6"10' - 4" 10' - 6"11' - 0" 9' - 8"8" 2"31' - 10" 32' - 0" 15' - 10" 7' - 10" 9' -0" CLG FAMILY 9' -0" CLG COVERED DECK 9' -0" CLG DINING 2-STORY CLG FOYER 2-CAR GARAGE PORCH 9' -0" CLG POWDER (3) 3060 DH (2) 21068 FR DR (TEMP) D/W DBL SINK w/DISPRANGE w/MICRO ABVREF W/C PED 2106821068 SC 16080 OGD 3068 16' - 0" 8' - 0" 3' - 9"4' - 3" 2' - 4 1/2"5' - 8"2' - 3 1/2" 20' -7" x 22' -6" 12' -0" x 13' -2" 15' -1" x 13' -10"15' -8" x 10' -8" 10' -4" x 8' -0"58' - 0"6' - 0"8' - 0"16' - 4"13' - 0"11' - 4"3' - 4"8"7' - 4"CL COMMONWALL CL COMMONWALL w/ 5810 FX ABV. w/ 3010 FX ABV.14' - 0"13' - 8"4' - 1"5' - 4"4' - 7"2' - 0 1/2"2' - 6 1/2"2' - 0 1/2"2' - 0 1/2"7' - 0 1/2"6' - 7 1/2"15' - 4"8"3060 DH TEMP.3060 DH(3) 3060 DH8' -0" x 13' -0"210685068 BP9' -0" CLG PANTRY 3060 DH 2040 DH 9' -0" CLG KITCHEN DECK 8"10' - 0"8"6"7' - 6"8' - 0" 3' - 9"4' - 3"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:49:23 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.110_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 878 SF B UPPER FLOOR LIVABLE 992 SF LIVABLE 1870 SF C GARAGE 490 SF D COVERED PATIO 176 SF E PORCH 83 SF F DECK 104 SF H BASEMENT 734 SF NON-LIVABLE 1587 SF ALL ELEVATIONS 3457 SF DN 16 RISERS 5' - 11" 11' - 10" 2"31' - 10"6' - 0"1' - 0"1' - 0"37' - 0"9' - 8"3' - 4"2' - 6 1/2"5' - 3 1/2"6' - 5"9' - 2"6' - 11 1/2"2' - 9 1/2"2' - 4 1/2"1' - 5 1/2"3' - 8" 6' - 8" 2"31' - 10" 32' - 0" 5068 BP 8' -0" CLG BEDROOM 3 8' -0" CLG BATH 2 8' -0" CLG O. BATH (2) 3050 DH (2) 2020 FX 32x60 TUB/SHOWER W/CLAV24686068 BP 42x60 SHOWER W/CLAVLAV2668 BARN2868 (2) 3050 DH (3) 2030 FX LINEN 12' - 0"8' - 0" 5' - 11"6' - 0"6' - 0" 10' -10" x 10' -4" 11' -8" x 11' -0" 13' -11" x 13' -9"58' - 0"14' - 10"10' - 4"58' - 0"6' - 0"8' - 0"16' - 4"13' - 8"10' - 8"3' - 4"3' - 0"7' - 5"7' - 5"5' - 2"5' - 2" CL COMMONWALL CL COMMONWALL LINENOPEN TO BELOW (3) 2020 FX 4' - 0"4' - 0" 2868 28682468 2668 2468 20682468 2030 FX 2020 FX2020 FX2020 FX(2) 3050 DH8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S SUITE 8' -0" CLG LAUNDRY 1' - 11"11' - 9"5' - 9 1/2"5' - 11 1/2"4' - 4"3' - 10"3' - 10"4' - 4"W D ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:49:25 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.120_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 878 SF B UPPER FLOOR LIVABLE 992 SF LIVABLE 1870 SF C GARAGE 490 SF D COVERED PATIO 176 SF E PORCH 83 SF F DECK 104 SF H BASEMENT 734 SF NON-LIVABLE 1587 SF ALL ELEVATIONS 3457 SF MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"CL CL COMMONWALL COMMONWALL LAP SIDING BOARD & BATTEN 10 12 10 12 4 12 4 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL CL CL 10 12 10 12 4 126 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:49:26 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.200_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 4 124 12 3 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 4 12 6 12 6 12 6 12 6 12 4 124 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:49:27 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.201_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. 4:124:12 10:1210:12 4:126:12 6:126:126:124:12 10:12 10:124:12 6:124:12CL COMMONWALL CL COMMONWALL TYP.1' - 0" EAVETYP. 1' - 0" RAKE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:49:27 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA1.300_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERSUNEX. UNEXCAVATED UNEXCAVATED 8' -9" CLG MECH. CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALL 20' - 0" 6"19' - 0"6"57' - 0"1' - 0"23' - 8"32' - 4"20' - 0" 6"18' - 8"8"2" 13' - 2"5' - 10" 10' - 10"7' - 10"57' - 0"3' - 0"8' - 0"37' - 0"8' - 0"1' - 0"3' - 4"5' - 10"4' - 0" 4040 XO 4040 XO WH F.D. FURNACE HRV 8' - 2"6" 1' - 4"8' - 4"1' - 2" 2668 8' -9" CLG BEDROOM 4 8' -9" CLG FLEX 8' -9" CLG W.I.C. 2668 2668 266811' -9" x 14' -2" 18' -5" x 8' -10"ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:22:29 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.100_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 694 SF B UPPER FLOOR LIVABLE 768 SF C BASEMENT LIVABLE 500 SF LIVABLE 1962 SF D GARAGE 274 SF E COVERED PATIO 44 SF F PORCH 87 SF G UNFINISHED BASEMENT 80 SF NON-LIVABLE 485 SF ALL ELEVATIONS 2447 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Optional Basement Plan SCALE: 1/4" = 1' -0" DN UP 16 RISERSDN 15 RISERSDN 9' -0" CLG FAMILY 9' -0" CLG COVERED DECK 9' -0" CLG KITCHEN/DINING VOLUME CLG FOYER GARAGE PORCH 9' -0" CLG POWDER (2) 3060 DH 1074 FX 21068 FR DR (TEMP) 2068 D/W DBL SINK w/DISPRANGE w/ MICRO ABV REF W/C PED 2108021080 SC 1668 8080 OGD 2040 DH 3068 20' - 0" 13' - 6"6' - 2" 6' - 9"6' - 9" 3' - 6"2' - 8"PANTRY57' - 0"1' - 0"23' - 8"32' - 4"6' - 3"8' - 4 1/2"2' - 10 1/2"14' - 10"20' - 0" 2"19' - 8"2" 11' - 2"8' - 6" 5' - 10"6' - 0" 2' - 0"3' - 6"2' - 4" 11' - 10"7' - 10"2" 11' -1" x 23' -2" 16' -9" x 11' -1" 12' -9" x 11' -10" 6' -0" x 7' -6" 7' -10" x 11' -0"57' - 0"3' - 0"8' - 0"37' - 0"8' - 0"1' - 0"8"2' - 4"8"4"8"7' - 2"8" 9"4' - 6"11" CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALL 2"19' - 8"2" w/ 21010 FX ABV. w/ 3010 FX ABV.10' - 0"2X8 WALL 19' - 11"17' - 1"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:22:30 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.110_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 694 SF B UPPER FLOOR LIVABLE 768 SF C BASEMENT LIVABLE 500 SF LIVABLE 1962 SF D GARAGE 274 SF E COVERED PATIO 44 SF F PORCH 87 SF G UNFINISHED BASEMENT 80 SF NON-LIVABLE 485 SF ALL ELEVATIONS 2447 SF DN 16 RISERS 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG BATH 2 8' -0" CLG O. BATH 8' -0" CLG OWNER'S SUITE (2) 3050 DH 3050 DH BENCH4068 BP 2668 32x60 TUB/SHOWER W/CLAVW/D 24682668286816806068 BP 42x60 SHOWER W/CLAVLAV168024686068 BP2668 (2) 3050 DH 4040 FXLINEN20' - 0" 13' - 6"6' - 2" 6' - 9"6' - 9"3' - 0"3' - 2" 12' -7" x 10' -7" 10' -1" x 12' -1" 10' -11" x 12' -1"57' - 0"1' - 0"3' - 6"52' - 6"6' - 6"6' - 0 1/2"2' - 8 1/2"11' - 4 1/2"3' - 7 1/2"8' - 6 1/2"2' - 4 1/2"11' - 4"20' - 0" 2"19' - 8"2" 11' - 10"7' - 10"57' - 0"4' - 6"6' - 6"37' - 0"9' - 0"19' - 11"2' - 4 1/2"14' - 8 1/2"5' - 11"5' - 11"3' - 10"4' - 0" CL CLCOMMONWALLCOMMONWALL CL CLCOMMONWALLCOMMONWALLLINEN2"19' - 8"2" OPEN TO BELOW ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:22:31 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.120_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 694 SF B UPPER FLOOR LIVABLE 768 SF C BASEMENT LIVABLE 500 SF LIVABLE 1962 SF D GARAGE 274 SF E COVERED PATIO 44 SF F PORCH 87 SF G UNFINISHED BASEMENT 80 SF NON-LIVABLE 485 SF ALL ELEVATIONS 2447 SF SCALE: 1/4" = 1'-0" Upper Floor Plan MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION10"CL CL CL CL COMMONWALL COMMONWALL COMMONWALL COMMONWALL LAP SIDING BOARD & BATTEN 10 12 10 12 8 12 8 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 10"8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL COMMONWALL COMMONWALL CL CL CL CL 10 12 10 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:22:32 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.200_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 4 12 6 12 4 12 3 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:22:32 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.201_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 1-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. 3:126:126:124:124:1210:1210:12 10:12 10:12 8:12 8:12TYP.1' - 0" RAKETYP. 1' - 0" EAVE PITCH BREAK 4:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 4/5/2022 3:22:33 PMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH1-1\TH1-1_R2019.rvtA1.300_1-1 PLAN TH 1-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:18 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA0.000 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontCOVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A1.100 BASEMENT FLOOR PLAN - ELEVATION A A1.110 MAIN FLOOR PLAN - ELEVATION A A1.120 UPPER FLOOR PLAN - ELEVATION A A1.200 EXTERIOR ELEVATIONS - ELEVATION A A1.201 EXTERIOR ELEVATIONS - ELEVATION A A1.300 ROOF PLAN - ELEVATION A ARCHITECTURAL - UNITS - TH 2-2 A2.100_2-2 BASEMENT FLOOR PLAN - UNIT TH 2-2 A2.110_2-2 MAIN FLOOR PLAN - UNIT TH 2-2 A2.120_2-2 UPPER FLOOR PLAN - UNIT TH 2-2 A2.200_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A2.201_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A2.300_2-2 ROOF PLAN - UNIT TH 2-2 ARCHITECTURAL - UNITS - TH 2-1 A2.100_2-1 BASEMENT FLOOR PLAN - UNIT TH 2-1 A2.110_2-1 MAIN FLOOR PLAN - UNIT TH 2-1 A2.120_2-1 UPPER FLOOR PLAN - UNIT TH 2-1 A2.200_2-1 UPPER FLOOR PLAN - UNIT TH 2-1 A2.201_2-1 EXTERIOR ELEVATIONS - UNIT TH 2-1 A2.300_2-1 ROOF PLAN - UNIT TH 2-1 TOTAL NUMBER OF SHEETS: 19 Hillside at O'Brien Farm -Meadow Townhomes South Burlington, Vermont 38' - 0"32' - 0" 70' - 0"68' - 0"6' - 0"58' - 0"4' - 0"68' - 0"38' - 0"32' - 0" 70' - 0" CL CL TH 2-2 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:19 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA1.100 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 3/16" = 1'-0" Basement Plan TH 2-2 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL 38' - 0"32' - 0" 70' - 0" 38' - 0"32' - 0" 70' - 0"68' - 0"4' - 0"58' - 0"6' - 0"68' - 0"2' - 0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:20 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA1.110 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CL CL TH 2-2 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" 66' - 0" 34' - 0"32' - 0" 34' - 0"32' - 0" 66' - 0"38' - 0"30' - 0"68' - 0"12' - 0"48' - 8"7' - 4"68' - 0"3' - 0"32' - 2"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:21 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA1.120 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION BOARD & BATTEN LAP SIDING TH 2-2 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:22 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA1.200 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION TH 2-1 ELEVATION = +/-0'-0"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:23 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA1.201 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. 6:126:124:124:12 4:126:12 4:12 TH 2-2 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. TYP. 1' - 0" EAVE TYP.1' - 0" RAKE10:12 10:12 4:1210:12 10:12 6:126:1210:12 10:12 4:126:1210:12 10:12 6:126:126:126:1210:12 10:12 4:12 4:124:12ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:32:25 PMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\Buildings\Cluster 2A\Cluster 2A_R2019.rvtA1.300 CLUSTER 2-A MS210304.00 MB JM JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 3/16" = 1'-0" Roof Plan UP 15 RISERS 1' - 2" 19' - 2" 37' - 2"8"2" 38' - 0"68' - 0"4' - 0"2' - 0"19' - 4"38' - 8"4' - 0"7' - 6" 13' - 6" 37' - 6"6" 38' - 0" 29' - 6" CLCOMMONWALL CLCOMMONWALL 4' - 0"8' - 0"6' - 0" 8' -9" CLG UNFINISHED BASEMENT UNEXCAVATED UNEX.68' - 0"17' - 4"13' - 4"37' - 4"4' - 0"20' - 0" 1' - 8"16' - 4" WH F.D. HRV FURNACE 4040 XO 4040 XO 3' - 0" 4' - 4"10' - 8"5' - 0"4' - 0"14' - 0"12' - 0"4' - 4"6' - 8"6' - 4"6' - 4"15' - 8"8"7' - 0"2668ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:34:50 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA2.100_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 1499 SF B UPPER FLOOR LIVABLE 683 SF LIVABLE 2182 SF C GARAGE 423 SF D COVERED PATIO 136 SF E PORCH 24 SF F PATIO/DECK 137 SF G BASEMENT 1313 SF NON-LIVABLE 2033 SF ALL ELEVATIONS 4215 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 15 RISERS UP 16 RISERS DN DN 7' - 4" 13' - 10" 37' - 10"2" 38' - 0"6' - 7 1/2"7' - 4"4' - 3"13' - 10"4' - 0"2' - 0"19' - 4"38' - 8"4' - 0"68' - 0"10' - 0" 20' - 3 1/2" 19' - 10" 37' - 10"2" 38' - 0"3' - 4"4' - 0" CLCOMMONWALL CLCOMMONWALL 8"3' - 4"8"10' - 0"8"4' - 0"8" 4' - 0"15' - 4" 5' - 8"7' - 8"2' - 0"7' - 2"68' - 0"17' - 4"13' - 4"37' - 4"8"3' - 4"8"6' - 0"8"6' - 0"8"3' - 6"5' - 0"4' - 2"13' - 7"7' - 9"5' - 5 1/2"10' - 6 1/2"7' - 0 1/2"6' - 6 1/2"3' - 8"1' - 9 1/2"5' - 0 1/2"5' - 6"2' - 0"2' - 0"7' - 0" 3' - 8 1/2" 3' - 3 1/2"12' - 0"6' - 0"6' - 0"20' - 0" 4' - 0"8' - 0"6' - 0" 5' - 4"8" 4' - 0"4' - 0"2' - 3"1' - 9"2' - 9 1/2"2' - 9"10' - 3 1/2"8"6' - 7 1/2"8"3' - 4"9' -0" CLG FAMILY 9' -0" CLG OWNER'S SUITE 9' -0" CLG KITCHEN 9' -0" CLG OWNER'S BATH 9' -0" CLG W.I.C. 9' -0" CLG PANTRY 9' -0" CLG WINE 9' -0" CLG LAUNDRY 9' -0" CLG O.E. 2-STORY CLG DINING 9' -0" CLG P.O. 9' -0" CLG POWDER 2-CAR GARAGE PATIO/DECK PORCH 9' -0" CLG FOYER PORCH 14' -10" x 13' -1"13' -9" x 13' -1" (2) 3050 DH 3068 FR DR (TEMP) (2) 3060 DH 210683050 DH3050 DH9068 3X POCKET MSD (TEMP)3050 DH DBL SINK w/DISPD/W RANGE w/MICRO ABVREF 21068 21068 PKT 266821068LAVLAV21068 2468 2106821068 SC(2) 3050 DHPED 2468 W/C 2040 DH210682106830683046 DH3046 DH 2040 DH5' -6" x 4' -0" 11' -0" x 12' -0"14' - 0"2' - 11 1/2"8' - 1"2' - 11 1/2"13' -1" x 13' -6" 42x60 SHOWER 19' -4" x 20' -10"OPT. FIREPLACE16080 OGD LINEN 2868W D w/ 3010 FX ABV. w/ 3010 FX ABV. 5' - 6 1/2" 20' -0" x 4' -0" 4' -0" x 14' -0"/ W/C LINENISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:34:51 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA2.110_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 1499 SF B UPPER FLOOR LIVABLE 683 SF LIVABLE 2182 SF C GARAGE 423 SF D COVERED PATIO 136 SF E PORCH 24 SF F PATIO/DECK 137 SF G BASEMENT 1313 SF NON-LIVABLE 2033 SF ALL ELEVATIONS 4215 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS 3' - 10" 33' - 10"2" 34' - 0" 5' - 6 1/2" 20' - 3 1/2"2' - 8"1' - 4"12' - 0"12' - 6"9' - 6"22' - 0"4' - 0"4' - 0"68' - 0"2' - 7 1/2" 5' - 1" 33' - 10"2" 34' - 0" CLCOMMONWALL CLCOMMONWALL 20' - 0"3' - 0"7' - 0" 3' - 6"3' - 6" 3050 FX 4050 FX32x60TUB/SHOWERW/C LAV 246826685068 BP5068 BP3050 DH2668 (2) 3050 DH (2) 3050 DH 2020 FX OPEN TO BELOW 8' -0" CLG LOFT 8' -0" CLG STORAGE 8' -0" CLG BEDROOM 3 8' -0" CLG BEDROOM 2 8' -0" CLG BATH 2 3050 FX (2) 3050 FX286814' -5" x 11' -9" 10' -8" x 10' -0" 12' -1" x 11' -6" 14' - 0"4' - 5"7' - 7"2' - 9" 11' - 2"2' - 10"1' - 11"2' - 6" 3' - 9 1/2"3' - 9 1/2"7' - 0"4' - 2"2' - 5 1/2"4' - 0"14' - 0"12' - 0"38' - 0"68' - 0"13' - 6 1/2" 7' - 0"6' - 6 1/2"14' - 9" 3' - 8 1/2"3' - 3 1/2"10' - 6"5' - 4"7' - 11"14' - 3"7' - 8 1/2"6' - 6 1/2"3' - 7 1/2"4' - 3 1/2"4' - 10"5' - 8"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:34:53 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA2.120_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 1499 SF B UPPER FLOOR LIVABLE 683 SF LIVABLE 2182 SF C GARAGE 423 SF D COVERED PATIO 136 SF E PORCH 24 SF F PATIO/DECK 137 SF G BASEMENT 1313 SF NON-LIVABLE 2033 SF ALL ELEVATIONS 4215 SF CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION CL CL COMMONWALL COMMONWALL 4 12 10 12 10 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL CL CL 10 12 10 12 10 12 10 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:34:53 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA2.200_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 6 12 6 12 6 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 6 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:34:54 PM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA2.201_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CLCOMMONWALL CLCOMMONWALL 10:12 10:12 4:1210:12 10:12 6:126:126:1210:12 10:12 6:126:124:124:12PITCH BREAK PITCH BREAK PITCH BREAK TYP. 1' - 0" EAVE TYP.1' - 0" RAKEISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 2:34:55 PMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-2\TH2-2_R2019.rvtA2.300_2-2 PLAN TH 2-2 MS210304.00 MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 2-2 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS 7' - 11" 15' - 6" 6"31' - 6" 32' - 0"58' - 0"23' - 0"35' - 0"2' - 0" 21' - 2" 6"31' - 6" 32' - 0" UNEXCAVATED UNEXCAVATED 8' -9" CLG UNFINISHED BASEMENT CL COMMONWALL CL COMMONWALL 16' - 0"58' - 0"6' - 0"8' - 0"16' - 4"24' - 4"3' - 4"7' - 7" 4040 XO WH F.D. FURNACE HRV 14' - 0"13' - 8"8' - 0"8' - 0" 10' - 4" 16' - 4"2' - 10"13' - 4"11' - 0"8' - 0"8' - 0" 2668 ISSUE DATE:REVISIONSJOB NO:PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:50:56 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA2.100_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontBASEMENT FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 878 SF B UPPER FLOOR LIVABLE 992 SF LIVABLE 1870 SF C GARAGE 490 SF D COVERED PATIO 176 SF E PORCH 83 SF F DECK 104 SF H BASEMENT 734 SF NON-LIVABLE 1587 SF ALL ELEVATIONS 3457 SF DN DN DN DN 15 RISERSUP 16 RISERS DN6' - 10 1/2"6"3' - 8 1/2"9' - 11"14' - 0"35' - 0"23' - 0"58' - 0"32' - 0" 2"31' - 10" 21' - 6"10' - 4" 10' - 6"11' - 0" 9' - 8"8" 7' - 10" 15' - 10" 2"31' - 10" 32' - 0" 9' -0" CLG FAMILY 9' -0" CLG COVERED DECK 9' -0" CLG DINING 2-STORY CLG FOYER 2-CAR GARAGE PORCH 9' -0" CLG POWDER (3) 3060 DH (2) 21068 FR DR (TEMP) D/W DBL SINK w/DISPRANGE w/MICRO ABVREF W/C PED 2106821068 SC 16080 OGD 3068 16' - 0" 8' - 0" 3' - 9"4' - 3" 2' - 4 1/2"5' - 8"2' - 3 1/2" 20' -7" x 22' -6" 12' -0" x 13' -2" 15' -1" x 13' -10"15' -8" x 10' -8" 10' -4" x 8' -0"58' - 0"6' - 0"8' - 0"16' - 4"13' - 0"11' - 4"3' - 4"8"7' - 4"CL COMMONWALL CL COMMONWALL w/ 5810 FX ABV. w/ 3010 FX ABV.14' - 0"13' - 8"4' - 1"5' - 4"4' - 7"2' - 0 1/2"2' - 6 1/2"2' - 0 1/2"2' - 0 1/2"7' - 0 1/2"6' - 7 1/2"15' - 4"8"3060 DH TEMP.3060 DH(3) 3060 DH8' -0" x 13' -0"210685068 BP9' -0" CLG PANTRY 3060 DH 2040 DH 9' -0" CLG KITCHEN DECK 8"10' - 0"8"6"7' - 6"8' - 0" 3' - 9"4' - 3"ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:50:58 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA2.110_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontMAIN FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 878 SF B UPPER FLOOR LIVABLE 992 SF LIVABLE 1870 SF C GARAGE 490 SF D COVERED PATIO 176 SF E PORCH 83 SF F DECK 104 SF H BASEMENT 734 SF NON-LIVABLE 1587 SF ALL ELEVATIONS 3457 SF DN 16 RISERS 3' - 8" 6' - 8" 2"31' - 10" 32' - 0"6 1/2"5' - 3 1/2"6' - 8"1/2"8' - 10 1/2"6' - 11 1/2"2' - 9 1/2"2' - 4 1/2"11' - 1 1/2"6' - 0"1' - 0"3' - 0"12' - 6"32' - 2"3' - 4"58' - 0"5' - 11" 11' - 10" 2"31' - 10" 32' - 0" 5068 BP 8' -0" CLG BEDROOM 3 8' -0" CLG BATH 2 8' -0" CLG O. BATH (2) 3050 DH (2) 2020 FX 32x60 TUB/SHOWER W/CLAV24686068 BP 42x60 SHOWER W/CLAVLAV2668 BARN2868 (2) 3050 DH (3) 2030 FX LINEN 12' - 0"8' - 0" 5' - 11"6' - 0"6' - 0" 10' -10" x 10' -4" 11' -8" x 11' -0" 13' -11" x 13' -9" 14' - 10"10' - 4"58' - 0"6' - 0"8' - 0"16' - 4"13' - 8"10' - 8"3' - 4"3' - 0"7' - 5"7' - 5"5' - 2"5' - 2" CL COMMONWALL CL COMMONWALL LINENOPEN TO BELOW (3) 2020 FX 4' - 0"4' - 0" 2868 28682468 2668 2468 20682468 2030 FX 2020 FX2020 FX2020 FX(2) 3050 DH8' -0" CLG BEDROOM 2 8' -0" CLG W.I.C. 8' -0" CLG OWNER'S SUITE 8' -0" CLG LAUNDRY 1' - 11"11' - 9"5' - 9 1/2"5' - 11 1/2"4' - 4"3' - 10"3' - 10"4' - 4"W D ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:51:00 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA2.120_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontUPPER FLOOR PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES A. CEILING HEIGHTS AT OR ABOVE 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". CEILING HEIGHTS BELOW 9'-0" WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. C. PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. D. ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. E. PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. F. SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. G. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. H. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) I. ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) J. CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. K. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. L. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. M. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. AREA SCHEDULE - STANDARD AREA KEY AREA NAME AREA ALL ELEVATIONS A MAIN FLOOR LIVABLE 878 SF B UPPER FLOOR LIVABLE 992 SF LIVABLE 1870 SF C GARAGE 490 SF D COVERED PATIO 176 SF E PORCH 83 SF F DECK 104 SF H BASEMENT 734 SF NON-LIVABLE 1587 SF ALL ELEVATIONS 3457 SF MAIN FLOOR MAIN PLATE 9' - 1 1/8"11 1/2"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL LAP SIDING BOARD & BATTEN CL CL 4 12 10 12 10 12 4 12 MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION COMMONWALL COMMONWALL CL CL 10 12 10 12 4 126 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:51:01 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA2.200_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. MAIN FLOOR MAIN PLATE 11 1/2"9' - 1 1/8"UPPER FLOOR UPPER PLATE 8' - 1 1/8"TOP OF FOUNDATION 6 12 4 12 6 12 6 12 4 12 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 9' - 1 1/8"11 1/2"8' - 1 1/8"TOP OF FOUNDATION 4 12 6 12 6 12 6 12 6 12 4 12 4 12 ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:51:02 AM F:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA2.201_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontEXTERIOR ELEVATIONS - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES A. REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. D. PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. E. INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CL COMMONWALL CL COMMONWALL 4:124:12 10:1210:12 4:126:12 6:126:126:126:124:1210:1210:12 4:12 4:12TYP.1' - 0" EAVETYP. 1' - 0" RAKE ISSUE DATE:REVISIONSJOB NO: PROJ MGR: CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINARYBSBDESIGN.COM 10/22/2021 9:51:02 AMF:\2021\MS210304.00 - O'Brien Brothers - Hillside at O'Brien Farm - Phase 2 Townhomes\TH2-1\TH2-1_R2019.rvtA2.300_2-1 PLAN TH 2-1 MS210304.00 CM/MB -- JM--DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION - 10-28-2021Hillside at O'Brien FarmMeadow TownhomesSouth Burlington, VermontROOF PLAN - UNIT TH 2-1 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan CONSTRUCTION ASSEMBLIES A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DANIEL DRIVEOLD FARM ROAD MABEL WAYMABEL WAYMABEL WAY LEO LANE OL D F A R M R O A DO'BR I EN FARM ROAD O'BRIEN FARM RD EASTBARN ROAD POTASH ROAD 8' MIN 8' MIN 8' MIN 8' MIN XXXX X X X X X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXXXLANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 11/4/2022 10:05 AMOVERALL SITE PLAN 1"=100' CO 10.31.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L1061 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 LEGEND BITUMINOUS CONCRETE GRAVEL/CRUSHED STONE STONEDUST SCORED CONCRETE DANIEL DRIVEOLD FARM ROAD MABEL WAYMABEL WAYMABEL WAY LEO LANE OL D F A R M R O A DO'BR I EN FARM ROAD O'BRIEN FARM RD EASTBARN ROAD POTASH ROAD 8' MIN 8' MIN 8' MIN 8' MIN XXXX X X X X X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXXXL101 L104A L105 L104B L102 L106 L107 L108A L108B L115 L116 L117 L118 L119 L120 L114L113L112L111 L109 L110 L103A L103B LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 4:29 PMOVERALL SITE PLAN 1"=100' CO 04.01.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L1061 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A D DANIEL DRIVEMABEL WAYL302 1 x411.0 FF 412.3 410.5x x408.66 x410.66 410 x409.3 x426.0FF 427.342 3 FF 425.3x426.0FF 427.3x426.8x424.0FF 425.3x422.0x424.8425426423FF 423.8x424.5FF 425.8x425.5FF 426.8x426.3x425.3425426425 426x425.9 x426.0FF 427.3x424.0x423.5 x425.25 x426.25x426.50 FF 425.0FF 426.0FF 427.0 FF 427.0 FF 427.0 x424.42 423.84xx425.42426 x425.3 420.0x424.0xx426.42x426.42425 424 423x426.50426 x425.84 x425.42 x426.42 x426.42 x420.1 426419x425.0x426.42PCG 424.5PCG 423.5PCG 425.0PCG 423.0PCG 426.0PCG 425.0PCG 423.0PCG 424.5 PCG 425.5PCG 426.0 PCG 426.0 PCG 426.0 C O N S E R V A T I O N M I X CONSERVATION MIX L A W N L A W N L A W N L A W N L A W N P L A Y F I E L D L A W N 2-AR 1-QR 2-UA 1-AR 1-AR 1-AR 3-QR 1-NS 1-UA 2-NS 1-AR 1-GT 2-CO 2-QR 1-GT 2UA 1-GT 1-AF 1-AF 1-UA 1-NS 1-CO 37-TO 3-IVJ 9-IV 7-SP 5-IV 9-SP 5-IV 1-IVJ 1-MSC 1-MSC 3-MSC 2-AC 1-AC 3-IVJ 1-MSC 1-PM 1-PG 1-PG 1-NS 12-TO 4-RZZ 4-SX 1-AG 1-VD 6-DC 3-PA 5-SO 1-AG 15-DF 3-PA 11-HHS 4-RZZ 3-VJ 1-SNB1-VD 3-HA 4-EP 8-NP 8-NP 15-LM 1-SNB 1-CV 5-SAF 5-AW 6-DC 3-HA 1-CV 3-PA 5-SO 15-DF 4-RZZ 1-SNB 3-AT 10-SN 2-QP 2-AF 1-MSC TYPICAL UTILITY SCREENING 1-PG 7-SX 1-AG 3-DC 4-AT LIMIT OF PHASE I CONSTRUCTION BOULDER RETAINING WALL 1-GT 1-AF O P E N S P A C E P O T E N T I A L C I T Y O W N E D O P E N S P A CE PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 1:32 PMPLANTING PLAN 1"=20' CO 04.01.2022 L101 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106 MATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L102FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A D LEO LANE L302 1 x412.21 x406.17 413408 406 x412.0 414 412 410 415 408 410 409 409 413 x416.5 x411.0 x417.5 x414.0 x418.5 x414.5 x419.0 x414.5 x420.0 x415.0 x420.3 x416.5 420x418.0 x419.0 416415 420 4 2 1 418 416FF 421.6 FF 421.3 FF 420.3 FF 419.8 FF 418.8 FF 417.8 FF 418.3 x417.0 x417.0x417.0 x417.8 x417.8 FF 419.3 x418.0 x418.0 x418.8x418.8 x418.8 x419.0 x419.0 FF 420.3 x419.8 x419.8x419.8 x419.5 FF 420.8 x419.5 x419.5 x420.3 x420.3x420.3 x417.3x418.8x418.8x419.8x419.8x420.3x420.3415 410 414416 420 419 418417 PCG 419.0 PCG 419.0 PCG 418.5 PCG 418.0 PCG 417.5 PCG 416.5 PCG 418.0 PCG 419.0 PCG 420.0 PCG 417.0 x423.0x422.0422419 417 x422.0418423420 422 421 S N O W 3-PG 1-PA 2-PA2-QR 3-CAS 6-PF 5-CAP 10-PF 4-PF 15-POL 1-AC 1-AC 1-AC 15-AMA 1-PM L A W N P L A Y F I E L D L A W N L A W N L A W N FOR SEED MIXES SEE SHEET L300 PLANTING DETAILS L A W N C O N S E R V A T I O N M I X L A W N 35-TO 2-CC 3-PA 1-CA 2-AR1-GT 2-GT 1-AR1-AR 3-UA 2-CO 3-QR 2-GT1-AR 2-UA 3-CO1-QR 2-NS 2-AR 1-QR 1-NS 1-NS 2-UA 2-AR 2-AR 1-GB 1-GB 2-QP 3-GT 1-GT 1-CO 2-CO 1-QR 1-QR 2-NS 1-AR 2-AF 2-PS 2-PM 5-AFA 1-GT1-GT 4-AFE 1-PG 1-CA1-AC1-PM 1-PM1-CA1-CA1-CC1-CC1-AC1-AC1-PM 7-DL 7-DL 7-DL 2-AC 10-PVN 10-PVN 1-CC27-CAK1-PM27-CAK5-POL 6-CAN 48-PVN 11-POL 1-CA 1-CC 1-PM 1-AC 1-CA 1-CC 1- PM 1-AC 1-AC 1-CA 1-AF 4-SM 7-SM 7-SM TYPICAL UTILITY SCREENING 9-SM 6-AMA 7-CAN 8-SM 7-SM 7-AMALIMIT OF PHASE ' CONSTRUCTION GRAVEL PAVE, POROUS GRAVEL PAVING SEE SHEET ENLARGEMENT PLAN L200 FOR MORE DETAIL ADA ACCESSIBLE ROUTE - SIDEWALK GRADE 5% OR LESS O P E N S P A C E P O T E N T I A L C I T Y O W N E D O P E N S P A CE PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 1:34 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L102 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L103MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L103MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L101MATCHLINE - SEE SHEET L101CONCRETE WALK, TYP. BITUMINOUS WALK 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 L E O L A N E 4 0 3 4 0 0 405399x399.0 403 390 405 393 x406.25 x397.95 x408.25 x399.95 x410.25 x401.95 x412.25 x403.95 x413.3 x405.0 x414.5 x406.2 x415.5 x407.2 4154104 0 5 x406.2 x412.3 x414.3 x416.3 4124 0 7 40641 4 409FF 416.8 FF 415.8 FF 414.6 FF 413.55 FF 411.55 FF 409.55 FF 407.55 x405.25 x396.96 FF 406.55 x406.2 x406.2 FF 407.5 x407.0 x407.0 x407.0x407.0x409.0 x409.0x409.0 FF 410.3 x409.8 x411.5 FF 412.8 x411.5x411.5 x412.3 x412.3 x413.5 FF 414.8 x413.5 x413.5 x414.3 x414.3 x415.5 FF 416.8 x415.5 x417.8 x407.0x409.8x409.8x412.3x412.3x414.3x414.3x416.3x416.3x417.8393 395 402 404 417 411 408406PCG 415.0 PCG 414.0 PCG 413.0 PCG 411.5 PCG 410.0 PCG 408.0 PCG 405.0 PCG 403.5 PCG 406.0 PCG 409.0 PCG 412.0 PCG 413.0 PCG 415.5 x416.3 x409.8 x409.8 403.5+403.5+L302 1 7-SR L A W N 1-GT 1-GT 2-AR 1-MA 1-MA 1-UA 1-UA 1-QP 3-QP1-CO 2-CO 2-NS 1-NS 1-GB 1-GB 2-GT 1-QR 2-AF 1-AF 1-UA 2-UA 2-GT 1-AR 1-SR 1-CO 2-QR 1-CV1-CV 1-AG 1-AG 1-CA 1-SR 1-SR 1-CV 1-SR 1-AG 1-CA 1-CV 1-CA 1-MSC 1-CV 2-AG 1-MSC 1-MSC 9-SM 1-PG 1-MSC5- RA 2-MSC 5- RA1-QR 5- RA 1-QR 5- RA 23-TO 1-MSC1-MSC 5-AMI 1-AG 1-SR 1-AG 1-MSC 1-MSC 1-CV 1-SR 1-CA 1-SR 1-CA 1-CA 5-VD 7-HP 1-AF 1-AR TYPICAL UTILITY SCREENING L A W N L A W N LIMIT OF PHASE I CONSTRUCTION 41-SHT 36-SHT 1-AR PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 1:37 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L103A SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L104AMATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L104AMATCHLINE - SEE SHEET L103B FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A D EASTVIEW LANE 411 x416.1 x417.25 FF 417.83 FF 418.08 x414.9 x414.18 x414.1 x412.9 417 416415414 411 41 5 414414 415 x415 . 1 5 x414.75 x414.4 x413.75 x413.6 x413.6 x413.8 x414.25 x414.8 x415.0 x415.3 x415.3 x417.33 x417.5 x417.25 x417.25 FF 416.83 x416.25 FF 416.33 x415.75 FF 414.68 x414.1 FF 414.6 FF 413.4 FF 412.58 FF 411.7 x408.2 x415.83 x412.0 x411.2 x409.1 x410.5 x413.3x413.3x414.3 FF 417.83 FF 417.83 x417.66x417.66414413 414 416 414 x411.8 x416.33 x415.0 x415.5 x415.5 x415.5 x415.5 x415.5 x414.65 x413.65 x415.5 x413.5 x413.5 x414.5 x413.9 x415.17 x414.1 x414.15 x414.7 x414.1 x414.9 x415.2 x412.9 x413.7 x412.0 x412.9 x415.2 x412.3 x411.2 PCG 416.5 PCG 416.5 PCG 416.5 PCG 416.5 PCG 416.0 PCG 415.5 PCG 414.0 PCG 413.5 PCG 412.5 PCG 411.5 PCG 410.5 L302 1 L A W N 2-QR 2-UA 1-NS 2-AR 3-CO 1-CO 2-UA 2-AR 3-GT 1-AR 1-AG 1-AG 1-PG 1-PG 3-PS 2-QR 20-TO 1-AG 1-AG 1-PS 1-MA 1-AF 1-MA 1-AF 1-QP 1-MA 1-QP 1-SR 1-QP 1-AF 1-GB 1-AF 1-GB 1-MA 1-MA 1-AF 1-AG 7-DL 1-CA 1-NS 1-MA TYPICAL UTILITY SCREENING 7-DL 1-NS 3-TO PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 1:38 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L103B SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L104BMATCHLINE - SEE SHEET L108AMATCHLINE - SEE SHEET L102MATCHLINE - SEE SHEET L108A MATCHLINE - SEE SHEET L103A MATCHLINE - SEE SHEET L103A FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 O L D F A R M R O A DFF 402.540240 1 x401.0x400.0x398.0FF 3 9 8 . 5 FF 401.5FF 398.5 FF 399.5 400 400 398 398397 399 x395.0x396.0x397.92 x3 9 7 . 3 4 x398.34x400.34x401.34x394.5PCG 398.0 P C G 3 9 7 . 5 PCG 398 .5PCG 401.0PCG 401.5x402.0 x402.0x401.0x399.0x398.0x398.038 5 375 380 3954004 0 2 36 9 372375379385390x379.037737 7374 3 7 3 37 3 374 3 7 4 3 7 5 3 7 6 37 7380387 39839 4 39 8 378x378.2 5 x3 7 6 . 5 x3 7 6 . 5376371373x37 8 . 0 375 375370 377 377 377373 x370.5 x376.8376.75x371 37 9 376 378 369 372x38 1 . 0 38 1 x38 1 . 2 374 x37 7 . 5 5 38 1 x37 7 . 5 x38 6 . 3 390 385 385 391 399 399 400 398 39 7 3 9 7398 39 6 396 395 39 4 39 3 39 2 39 1 390 389 388 387 386 385388389390391392 393 394 395 387 386 386 387 386 385 384 384 387 388389 390 391 400 383 383 4-SB 4-HAI9-AW 5-AM 9-SN 3-FM 5-HAI 3-VJ 5-SX4-LM 8-CA 5-NP 3-FM 7-SB 3-VJ 6-AW 4-AM 6-SN 5-HAI 7-SHT 1-MSC 1-PM 1-AG 1-AG 1-CV 1-PM 1-SR 1-SR 1-MSC 1-MSC 1-PM 1-AG 1-CV 7-SR 1-GT 11-SM L302 1 L A W N 1-CO 1-AR 1-AR 1-NS 2-GT 2-CO 1-CO 2-GT 2-AR 1-AR 3-QR 2-GT 1-CO 3-TS 2-PG 3-TS 1-PG 1-QR 2-PM 9-AFC 1- AG 1-AG 3-GT 1-CV 2-PAE 1-PAE 1-PAE 2-GT 2-PG 4-AFA GRAVEL WETLAND SHRUB MIX 6-BN 1-LT 1-PM 1-PA 2-PS 1-PS 9-SHT 1-NS TYPICAL UTILITY SCREENING NATURAL PLAY AREA LIMIT OF PHASE I CONSTRUCTION 13-SHT 14-SHT 1-BN 5-CSF 2-IVJ 5-AMA 9-CSF 1-AC 3-IV 6-AMA 1-IVJ 7-CSF 5-IV 1-BN 6-AMA 4-CSF 6-CSF 1-IVJ 5-AMA 1-BN 3-IV 5-CSF 5-CSF 1-AC 3-IV 2-IVJ 1-BN GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 6-CSF 11-AMA 6-AMA 2-IV 1-PS 3-IV 1-AC 1-AC ADA ACCESSIBLE ROUTE ADA SPACE MULTI-USE PATH 3% SIDEWALK LEVEL TO BENCHES PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 1:47 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L104ASCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L105MATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L04BMATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L105FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS MATCHLINE - SEE SHEET L04B P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H A D E T R E E S AR 5 Acer rubrum 'Redpointe'RED MAPLE 2.5-3" CAL.AS SHOWN AFA 4 Acer freemaii 'Armstrong'ARMSTRONG FREEMAN MAPLE 3" CAL.AS SHOWN AFC 9 Acer x freemanii 'Celebration'CELEBRATION RED MAPLE 2.5-3" CAL.AS SHOWN CO 5 Celtis occidentalis HACKBERRY 2.5-3" CAL.AS SHOWN GT 12 Gleditsia triacanthos inermis 'Street Keeper'STREET KEEPER HONEYLOCUST 2.5-3" CAL.AS SHOWN LT 1 Liriodendron tulipifera TULIPTREE 2.5-3" CAL.AS SHOWN NS 2 Nyssa sylvatica BLACK GUM 2.5-3" CAL.AS SHOWN PAE 4 Platanus acerifolia 'Exclamation'LONDON PLANETREE 2.5-3" CAL.AS SHOWN QR 4 Quercus rubra RED OAK 2.5-3" CAL.AS SHOWN E V E R G R E E N T R E E S PA 1 Picea abies NORWAY SPRUCE 6'-7'AS SHOWN PG 5 Picea glauca WHITE SPRUCE 6'-7'AS SHOWN PS 4 Pinus strobus WHITE PINE 6'-7'AS SHOWN TS 6 Tsuga canadensis CANADIAN HEMLOCK 6'-7'AS SHOWN O R N A M E N T A L T R E E S AC 4 Amelanchier canadensis SERVICEBERRY 1.5" - 2" CAL.AS SHOWN AG 5 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 1.5-2" CAL.AS SHOWN BN 10 Betula nigra 'Heritage'RIVER BIRCH (single stem)1.5-2" CAL.AS SHOWN CV 3 Chionanthus virginicus FRINGE TREE 1.5-2" CAL.AS SHOWN MSC 3 Magnolia stellata 'Centennial Blush'CENTENNIAL BLUSH MAGNOLIA 1.5" - 2" CAL.AS SHOWN PM 6 Prunus maackii AMUR CHOKEBERRY 1.5-2" CAL.AS SHOWN SR 9 Syringa reticulata 'Snowcap'TREE LILAC 1.5" - 2" CAL.AS SHOWN S H R U B S AMA 39 Aronia melanocarpa 'Autmn Magic'AUTUMN MAGIC CHOKECHERRY 5 GAL.4' O.C. CSF 47 Cornus serciea 'Firedance'FIREDANCE REDTWIG DOGWOOD 3 GAL.4' O.C. FM 6 Fothergilla major 'Blue Shadow'BLUE SHADOW FOTHERGILLA 5 GAL.4' O.C. HAI 14 Hydrangea arborescns 'Incrediball'INCREDIBALL HYDRANGEA 5 GAL.4' O.C. IV 19 Ilex verticillata 'Afterglow'WINTERBERRY (female)5 GAL.6' O.C. IVJ 5 Ilex verticillata "Jim Dandy'WINTERBERRY (male)5 GAL.5' O.C. VJ 6 Viburnum x juddii JUDD VIBURNUM 5 CAL.4' O.C. SB 11 Spiraea betulifolia 'Tor'BIRCHLEAF SPIREA 3 GAL.2' O.C. SM 11 Syringa meyeri 'Palibin'DWARF KOREAN LILAC 5 GAL.5' O.C. SX 5 Syringa x 'Bloomerang'BLOOMERANG LILAC 3 GAL.3' O.C. O R N A M E N T A L G R A S S E S CA 8 Carex appalachica SEDGE 1 QT.18' O.C. SHT 43 Sporobolous heterolepsis 'Tara'PRAIRIE DROPSEED 1 GAL.18" O.C. P E R E N N I A L S AM 9 Achillea 'Moonshine'MOONSHINE YARROW 1 GAL.24" O.C. AW 15 Anenome 'Wild Swan'WINDFLOWER 1 GAL.18" O.C. LM 4 Liatris microcephala DWARF GAYFEATHER 1 GAL.12" O.C. NP 5 Nepeta 'Psfike'LITTLE TRUDY CATMINT 1 GAL.15" O.C. SN 15 Salvia nemerosa 'Caradonna'CARADONNA SALVIA 1 GAL.18" O.C. 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 MABEL WAYEA S T V I E W L A N E EAS T V I E W L A N E 405 410 FF 406.8x405.5x403.5FF 411.55x410.25x405.5PCG 405.0PCG 409.0375407 415 414 413 x415.0 x414.2 x41 3 . 4 FF 4 1 1 . 0 x4 0 6 . 3 x41 0 . 5 FF 411.7 FF 411.33 FF 411.3 x407.8 x410.83 x410.8 410410 410406 398395x389.0x379.5x379.5x379.5376376373 x376.5 x376.5x377.0 x377.0380 378377378379 x388.0x387.5x387.0FF 390.6 x381.0FF 390.6 x381.0FF 390.6 x381.0FF 390.6 x381.0387385383386 x414.9 x412.0 x410.83 x414.1 x411.8 x410.8 x413 . 3 x411 . 0 x41 0 . 5 375377376376416 PCG 410.5 PCG 410.0 PCG 410.0 PC G 4 1 0 . 0 PCG 388.0 PCG 387.0 PCG 387.0 PCG 387.0388390L302 1 L A W N EXISTING VEGETATION TO REMAIN 2-AR 1-AR 2-NS 1-AR 1-AR 2-UA 1-QR 2-CO 1-NS 1-UA 1-UA 3-GT 1-CO 2-GT 2-UA 1-CV 1-MSC 1-AG 1-CV 1-GB 1-MSC 10-SL 17 DL 5 VJ 1-PS 3-BN 1-AG 1-AF 2-CO 5-VJ 10-DL 1-CV 1-PM 1-BN 1-PM 1-BN 3-PA 3-PG 2-PA 1-PS 3-AF 2-GB 1-PM 1-MSC 1-PM 1-AG 1-MSC 1-AG 1-BN 1-AG 1-CV 1-AF 8-SL 2-VCC 3-CAS 15-DF 6-AV 10-ACM 2-HSS 2-VCC 3-CAS 15-DF 6-AV 10-ACM 2-HSS 2-MD2-FM 2-MD2-FM 3-AMA 3-KL 4-SRL 3-AMA 3-KL 4-SRL 16-HHS 2-ACS 5-DP 16-HHS 2-ACS 5-DP TYPICAL UTILITY SCREENING L A W N L A W N L A W N L A W N 2-IVJ 6-AMI 1-AC 5-IV 3-CFS 1-IVJ 7-AMI 1-BN 2-AC 7-CSF 1-NS 4-IV 5-AMI 2-AC 2-IVJ 6-CSF 3-IV 3-AMI 7-CSF 3-IV 3-CSF 1-IVJ 4-AMA 2-IVJ 5-CSF 3-IV 6-AMI 2-IVJ 6-AFC GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 1-AFC L A W N 2-HV 1-HV PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 1:50 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L104BSCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L105MATCHLINE - SEE SHEET L103BMATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L104A MATCHLINE - SEE SHEET L104A FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 36 9 373 x37 4 . 5 370365360355350372374 37137337237 3 3 7 5 x3 7 6 . 5 36 4 37 1 370 365 3 6 7 37 2 367 366 3751-AFC 1-AFC 1-AR 2-AR 1-QR 2-QR 2-GT 1-GT 2-NS 1-NS 1-AFC 1-AR 2-CO 1-AR 1-AR 1-QR 2-QR 2-UA 2-GT 1-GT 1-PG 1-PS O L D F A R M R O A DO' B R I EN FA RM ROAD O'BRIEN FARM RD EASTLAWN 1-AFC 1-CO 1-CO 1-CO 1-AR 1-AC 3-IV 1-IVJ 6-CSF 4-AMA 4-CSF 3-AMA 5-CSF LIMIT OF PHASE I CONSTRUCTION BENCH, TYP. GRAVEL WETLAND PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 2:09 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L105 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L110MATCHLINE - SEE SHEET L104BMATCHLINE - SEE SHEET L104AMATCHLINE - SEE SHEET L110 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 4 00 FF 410.8 x409.5 x401.17 FF 401.3 x400.0 x391.67 FF 404.3 x403.0 x394.67 FF 399.3 x398.0 395 395 420 403396 401 398 417 PCG 397.0 PCG 399.0 PCG 402.0 PCG 409.0 x424.0x421.0FF 422.3x418.0FF 419.3x422.0x421.0FF 422.3x417.0x418.0FF 419.3x413.0x416.0FF 417.3410x412.0x407.67x418.0400 415 420 410405411415418 415 397 39 5 400 404410 413 405 410 415 42 0 x401.5FF 402.8x403.5FF 404.8x408.1FF 409.4x413.5FF 414.8x418.1FF 419.4x422.5FF 423.8x419.5FF 420.8x415.5FF 416.8x411.5FF 412.8x407.5FF 408.8x403.5FF 404.8x401.5FF 402.8x420.0x416.0x412.0x408.0x404.0x400.0x423.3x418.9x414.3x408.9x404.3x402.340541 0 415 420 412 415 409 406 402 397 403FF 425.3x421.0FF 422.3x398.0 x394.75 x395.1 PCG 420.0PCG 417.0PCG 420.0PCG 417.5PCG 415.0PCG 423.0PCG 418.5PCG 413.5PCG 408.0PCG 403.5PCG 401.5PCG 419.0PCG 415.5PCG 411.5PCG 407.5PCG 403.5PCG 401.0MABEL WAYDANIEL DRIVEBARN ROAD LAWN CONSERVATION MIX LAWN LAWN LIMIT OF PHASE I L302 1 2-QP 1-AR 2-QR 1-CO 1-QP 1-AR 1-AR 1-UA 1-UA 1-UA 1-GB 1-GB 1-NS 1-NS 1-NS 2-AR 3-CO 1-GT 2-GT1-GT 2-AFC 1-AFC 2-NS 3-UA 1-UA 1-QR 1-QR 1-QR 1-PM 1-BN 1-MSC 1-PM 5-POD 1-AFC 2-QR 1-NS 1-AR 1-UA 2-CO 2-AFC 1-QR 1-UA 1-MSC 1-CV 1-CV 1-AG 1-MSC 1-MSC 1-PM 1-PM 1-CV 1-MSC 1-PM 1-AG 10-CAN 2-CV 1-MSC 1-BN 1-MSC 1-AG 3-PG 1-CV 2-AG 1-PG 3-BN 3-PS 1-AG 1-BN 1-PG 1-PS 2-CV 3-PA 1-AG 2-AR 2-BN 1-PS 1-MSC 1-CV 1-AG 1-MSC 1-BN 9-HP 1-BN 9-SP 1-CV 2-PM 1-CV 1-AG 1-PM 1-CV 1-CV 1-AG 1-MSC 5-RA 1-MSC 1-PM 9-CAN 1-MSC 5-POD 5-SP 1-NS 2-NS TYPICAL UTILITY SCREENING LAWN LAWN LAWN LAWN PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 2:26 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L106 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L101 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 4004054 0 2 FF 397.8 x396.5 x388.17 FF 399.3 x398.0 x389.67 FF 401.3 x400.0 x391.67 FF 403.3 x402.0 x393.67 FF 405.5 x404.2 x395.87 FF 412.1 x410.8 x402.47 3 9 9 39 7 387 389 390 392403410406412 PCG 408. 5 PCG 402.0 PCG 400.5 PCG 399.0 PCG 397.5 PCG 396.0 39 8x421.0x419.0x418.0FF 419.3x416.0x414.5FF 415.8x413.0x411.5FF 412.8x411.0x407.7 FF 409.0x408.54204 1 5 410 411 408400 417 415 411 416 4 1 7420 PCG 417.0PCG 414.0PCG 411.0PCG 407.0 S N O W S N O W 18-RA SLEDDING HILL NOTE: SEE SHEET L200 FOR MORE DETAILED PLANTING AT COMMUNITY BARN CENTER 8-GT 2-LT 1-LT 1-CV 1-CV MABEL WAY LAWN LAWN GRAVELPAVE POROUS GRAVEL PAVING INTEGRAL COLOR CONCRETE SCORED CONCRETE PAVING BITUMINOUS PATH L302 1 7-PG 3-PA 3-BN 2-NS 1-AFC 1-CV 3-PS 2-PA 2-PM 1-PA 2-BN 1-AS 3-PS 1-CO 2-AR 3-UA 1-AR 2-CO 2-QR 1-GT 1-QR 1-GT 3-AFC 3-NS 1-NS 2-UA 1-AFC 1-CO 2-CO 2-QR 1-AR 1-AR 1-CO 1-SRS 1-BN 1-PM 1-CV 1-CA 1-BN 1-SRS 1-PM 6-VJ 6-FM 6-VJ 6-FM 1-CA 1-CV 1-PM 1-SRS 1-SRS 1-PM 1-CA 1-PM 1-SRS 1-CV 1-BN 1-CV 1-BN 1-SRS 1-CA 1-CA 1-CV 1-PM 1-BN 1-PM 1-SRS 1-BN 1-CV 1-CA 1-CV 1-SRS 1-BN 3-BN 7-VJ 1-SRS 3-VD 4-CSF 4-HVA 8-CAS 3-VD 3-CAS 5-CSF 6-CSF 4-HVA 3-HVA 7-CAS 2-VD 4-HVA 6-CAS 5-CSF 2-VD 6-CSF 3-VD 1-PM 5-CSF 4-HVA 3-CSF 1-PAE 21-TO 1-CA 4-SP 1-CA 1-CO TYPICAL UTILITY TYPICAL UTILITY SCREENING LAWN CONCRETE WALK, TYP.5' BIKE RACKS, TYP. ADA ACCESSIBLE ROUTE PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 1 ACT 250 SUBMISSION 09.21.2022 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 2:30 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L107SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106MATCHLINE - SEE SHEET L111MATCHLINE - SEE SHEET L106MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L108BMATCHLINE - SEE SHEET L108ABITUMINOUS WALK FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 8' 10' 2 CITY RE-SUBMITTAL 10.21.2022 405 404405 406414415 405 x401. 7 x404.2 x405.4 x4106.0 x406.5 x407.2 x408.2 FF 409.5 x409.0 FF 408.5 x408.0 x407.0 FF 408.3 x407.8 FF 407.8 x407.3 FF 407.3 x406.8 FF 406.7 x406.2 FF 405. 5 x405.0 FF 40 3. 0 x402. 5 x400. 8 410 407 412 4074064 04 40 1 414 411 x400. 2 5 404 415 PCG 409 . 0 PCG 408.0 PCG 407.0 PCG 406.5 PCG 406.0 PCG 405.5 PCG 4 0 4. 5 PCG 4 0 2 . 0 2-UA 2-AFC 1-AFC 1-CO 1-CO 2-CO 1-CO 1-GT 2-GT 2-NS 1-NS1-PA 1-PM 1-AFC 3-PS 1-BN 2-PS 2-PG 1-NS 1-AFC2-PG 4-PA 1-CC 2-AS 3-PS 1-CA 1-PG 1-BN 4-CSF 1-AG 2-NS 1-AS 1-PS MABEL WAY EASTVIEW LANE LAWN LAWN 49-TO 2-BN 3-PA TYPICAL UTILITY SCREENINGL302 1 1-CC 1-AG 1-CA 1-PM 1-CC 1-AG 1-AG 1-CA 2-CC 1-CA 1-PM 1-BN 1-PM LAWN LAWN PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 2:32 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L108A SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L08BMATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L103B MATCHLINE - SEE SHEET L103B MATCHLINE - SEE SHEET L109MATCHLINE - SEE SHEET L08B 2-PS 2-PG 1-PG 1-PM FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 403402 40 0 FF 407.3 x406.0 x397.67 FF 406.3 x405.0 x396.67 FF 404.8 x403.5 x395.17 FF 39 9. 8 x398.5 x390. 1 7 FF 396.8 x395.5 x387.17 FF 397.3 x396.0 x387.67 3 9 5 396395 396404x391.0 x390.0 39 5 39 7 398401 39 1 389 386 39 5 PCG 395.0 PCG 395 . 0 PCG 3 9 8. 0 PCG 403 . 0 PCG 404.0 PCG 405.0 x400.0 FF 40 1. 3 40 1 399PCG 4 0 0 . 0 x387.0 x389.0 x385.0 x383.0 x380.0 384 387 393 393 377 3-GT 1-GT 3-NS 2-AR 2-AR 2-QR 1-QR 1-UA 2-UA 1-AFC 1-AS 1-NS 2-BN 3-PA 1-PS 3-PS 1-PA 3-PS 1-PA 1-PM 1-PM 1-PS 1-AS 1-AG 1-PM ARCHAEOLOGY SITE 7 COT 7 CA 7 LB 9 COT 9 CA 9 LB 12 COT 12 CA 12 LB MABEL WAY LAWN CONSERVATION MIX L302 1 TYPICAL UTILITY SCREENING 1-AG 1-CA 1-CC 1-CA 2-PM 1-CA 1-BN 1-CA 1-BN 1-AG 1-BN 1-BN 1-CA 1-PM 1-BN 2-CC 1-AG 1-CA 1-CC 11-SX 1-BN 1-CC 2-AG 1-CC 1-PM 2-QRW 1-PGW 1-PGW 1-PMW 1-PSW 1-ARW 1-ARW 1-NSW 1-PMW 1-PGW 1-NSW 1-NSW 1-ARW 1-PMW 1-PGW 1-PSW 1-NSW 1-PMW 1-QRW 1-TCW 2-QRW 1-NSW 1-ARW 1-ARW 1-PSW 1-PSW 1-PMW 1-PGW 1-TCW 1-PGW 1-TCW 1-QRW 1-TCW 1-AG BOULDER RETAINING WALL CONSERVATION MIX CONSERVATION MIX LAWN LAWN LAWN LAWN PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 4:36 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L108BSCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L107MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L108A MATCHLINE - SEE SHEET L108A MATCHLINE - SEE SHEET L109MATCHLINE - SEE SHEET L109FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 410 FF 413.8x412.5x404.17FF 413.8x412.5x404.17FF 411.8x410.5x402.17 FF 409. 5 x408.2 x380.5x390.5x381.0x391.0x392.0407391 390 389 380398 x396.0412x411.6 408 3903 8 5 PCG 412.0PCG 41 2.0 PCG 4 1 0. 0 PCG 40 7 . 5 375377x380.0x390.0 388 379378376380380379 x399.8 7 x382.0x383.0x393.0x382.5x392.5 x382.0x382.0x392.0 x397.0 x392.0 x392.0 392391 x397.0 x379.75x380.42375381382381x3 8 0 . 1 5 379 382 380398 FF 380.3 3 FF 380.8 3 FF 381.3 3 FF 382.3 3 FF 383.33 FF 382.83 FF 382.33x380.0 x380.5x381.0x382.0x383.0 x383.0x382.5x412.8x410. 5 x412.0FF 413.3FF 41 1. 8 0x411.3 412 410403400410 405373378378383415 PCG 41 2.0 PCG 4 1 1 . 0 PCG 3 8 4. 0 PCG 3 8 4.0 PCG 3 8 4. 0 PCG 3 8 4. 0 PCG 3 84. 0 PCG 38 4. 0 PCG 3 86.0385379 379 378 379 lower level garages2 story row homes363MABEL W A Y O'BRIE N F A R M R D E AS T EA S T V I E W L A N E EASTVIE W L A N E L302 1 2-PG 3-PA 1-AR 2-AR 2-QR 1-QR 3-UA 1-UA 2-AFC 1-AFC 1-AS 2-AS 3-AS 1-PM 1-CV 1-AG 2-AG 3-PG 2-PS 1-PS 1-PA 1-PA 2-BN 4-QR 2-UA 2-QR 1-UA 1-GB 1-AFC 1-GB 3-AFC 3-NS 1-GB 1-NS 2-GT 2-GT 2-CO 2-AR 2-CO 1-CA 1-BN 2-AG 1-PM 1-CC 2-CV 1-CC 1-CV 1-AG 1-PM 1-CA 8-VD 13-POB 1-CA 6-CSF 1-PM 1-CC 1-PM 1-CC 1-CV 2-BN 1-CC 1-BN 1-AG 1-AG 1-CA 1-BN 1-CC 1-AG 1-CC 18-CAK 7-RA 18-CAK 7-RA 18-CAK 7-RA 18-CAK 1-UA 13-POB 1-CA 1-NS LIMIT OF PHASE I CONSTRUCTION TYPICAL UTILITY SCREENING BOULDER RETAINING WALL REINFORCED ACCESS DRIVE SEATWALL L A W N L A W N SEE SHEET L202 FOR PLAYGROUND ENLARGEMENT PLANS WITH FURTHER DETAIL PLAYGROUND 1-GT 1-GT 1-GT ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LESS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 4:44 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L109SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L108BMATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L108AMATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L110MATCHLINE - SEE SHEET L110MATCHLINE - SEE SHEET L104B MATCHLINE - SEE SHEET L104B FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 37534434033533 2 x329.5 x33 3 . 0 x3 3 3 . 0 x3 3 3 . 5 333.5x x3 3 6 . 0 KIMBALL AVENUEO L D F A R M R O A D 2-AR 1-AR 2-AFC 1-NS 2-AR 2-AFC 2-GT 1-QB 1-HV 1-QB 2-HV 1-BN 1-HV 2-HV 1-QB 1-HV 2-BN 1-HV 1-HV 1-IVJ 5-SP 3-VD 6-AMA 4-IV 1-IVJ 5-SP 3-IV 1-IVJ 3-AMA 3-VD 5-SP 3-IV 1-IVJ 6-AMA 3-VD 3-AMA 4-IV 1-IVJ 6-SP 3-VD 3-AMA 3-IV 1-IVJ 5-SP 3-IV 1-IVJ 5-AMA 5-SP 5-AMA 3-SP GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 4:45 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L110SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L109MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L105 MATCHLINE - SEE SHEET L105 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L115 MATCHLINE - SEE SHEET L115MATCHLINE - SEE SHEET L109FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS LIMIT OF PHASE I CONSTRUCTION 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 382 378 380 377 378 381 378 376 381380 382 381x378.75x378.5x379.0x379.0 400 388 x387.0 x389.67 395 390 389 379 381 395 392 390 380 378 378 381379 380 x376.0 392 368 367 3 6 7 3 6 9 x381.25385380 380 370 x388.0 x384.5 x384.0 x384.0 x389.0 x384.0 x389.0 395 390 392 384.5x 384 383 381379377 375376 376 368 367 3 6 7 3 6 9 POTASH ROAD 3-PG 1-AG 2-PM 1-PA 1-QR 2-PM 3-CC 2-PS 1-CA 1-PA 1-PMW 1-QRW 1-PGW1-PGW 1-NSW 2-PG 2-PS 1-CO 1-AFC 1-AFC 2-UA 2-UA 2-QR 1-QR 1-NS 1-NS 2-GT 2-GT2-CO 2-CO 2-AR 3-AR 1-PS 1-PG 1-PG GRAVEL WETLAND SHRUB MIX 1-BN 3-PG 1-PS 1-NS LIMIT OF PHASE I CONSTRUCTION 1-CC 1-AG CRUSHED GRAVEL CIRCUIT TRAINING PATH 1 0 ' W ID E PAV EDMUL I T -U S E PA TH 12' STABLIZED GRASS BOULDER RETAINING WALL L A W N L A W N CONSERVATION MIX7 COT 7 CA 7 LB 15 COT 15 CA 15 LB SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING PATH WITH FURTHER DETAIL CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN 1-CC 3-AG 2-CV 5-PA 1-AS 1-BN 2-CA 2-PS 1-AS 1-AR 3-PS 2-PM 1-PGW 1-NSW 3-PS 3-PG 3-PA 1-BN 1-BN 2-BN 1-AG 1-BN 2-AG 3-AG 1-AG 3-IV 1-IVJ 5-POG24-VB 7-CSF1-IVJ 22-VB 5-POG 5-IV 5-POG 21-VB 7-CSF 6-POG 15-VB 2-IV 1-IVJ 22-VB 5-POG 1-QRW 3-IV 5-POG 2-IVJ 6-IV 1-IVJ 5-CSF7-CSF 1-PMW 1-ARW 2-QRW 1-PMW 1-PGW 1-QRW 1-PSW 1-ARW 1-PSW 1-QRW 4-IV 1-IVJ 1-PG 7-CSF 3-CSF 1-ARW 1-PGW GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 1-AG BENCH, TYP. 34-VB 23-VB 1-AS 6-POG 1-IVJ PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/20/2022 4:58 PMPLANTING PLAN 1"= 20' CO 04.01.2022 L111SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L112MATCHLINE - SEE SHEET L112MATCHLINE - SEE SHEET L106 MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L107 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 39337037337 1 373 370390 370 370365372395 380 378 379 375 376 375 374 373 390 x379.0 374 x381.0x382.5 x387.0 x387.0 389 386 372 372 371 370x376.2 37037 1 373 370 370365371POTASH ROAD L302 1 1-PS 1-CV 2-PA 1-PS 1-NS 1-PA 3-PG 3-PG 1-CC 2-AS 3-AG 1-UA 1-PA 1-QR 1-BN 1-PS 1-BN 1-CV 3-PG 1-AS 1-CO 1-AFC 2-GT3-GT 2-NS 3-QR 1-QR 2-UA 2-UA 2-AR 2-AR 2-CO 2-CO 1-GT 1-GT 1-NS 2-NS 5-CSB 7-AMI3-VD 3-HVG 5-VD 9-AMI 9-CSB 3-HVG 2-PS 3-PA 1-PSW 1-TCW 1-PMW 1-PSW 2-PGW 1-NSW 1-TCW 1-PMW 1-NSW 1-PMW 6-POG 9-POG 1-AFC TYPICAL UTILITY SCREENING 1-PMW 1-ARW 1-TCW 1-PSW 1-PSW 1-ARW 1-QRW 1-PMW BOULDER RETAINING WALL CONSERVATION MIX CONSER V A T I O N MIX 9 COT 9 CAA 5 CSB 9 LB 9 COT 9 CAA 9 CSB 9 LB 9 COT 9 CA 9 LB PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 7:41 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L112 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L111MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L111MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L107 MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L113FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS LIMIT OF PHASE I CONSTRUCTION WETL A N D S E T B A C K CONSERVATION MIX CONSERVATION MIX LAWN 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 366 370 363 365366 366 365 360 368 36 7 368 371 372 364 x362.5 x365.75368 x365.5x366.0x366.0379 378 375 367 367 361 362 367 369368360355358 36 9 365 365 369 369 x368.0 8' M I N 8' M I N x3 6 9 . 5 x369.5 x369.5 x369. 5x369.5 3603558' M I N 8' M I N XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X X X X X X XXXXXXXX X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X XX XXXXXXXXXXXX X X X X X X 1-BN 1-AS 3-NS 1-QR 2-AR 1-AG2-IVJ 5-POD 1-IVJ3-IV 7-CSF7-CSF 7-POD 1-AG 1-IVJ 6-CSF 5-IV 3-POD 1-AG 5-POD 5-CSF 7-CSF 5-IV 1-IVJ 3-HVG 9-CSF 1-AG 6-POD 1-AG 3-CSF 1-BN 2-IVJ 9-IV 3-POD 5-CSF 1-BN 5-CSF 5-POD 2-HVG 6-CSF 1-IVJ 5-IV 1-BN 3-POD 6-IV 3-CSF GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX 2-BN CRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. AR C H A E O L O G I C A L B O U N D A R YWET L A N D S E T B A C K DOG PARK PLAYGROUND SEE SHEET L206 FOR ENLARGEMENT PLAN OF DOG PARK WITH FURTHER DETAIL SEE SHEET L202 FOR ENLARGEMENT PLANS PLAYGROUND WITH FURTHER DETAIL CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX ADA ACCESSIBLE ROUTE-5% OR LESS 1:12 ADA RAMP W/ LANDINGS & HANDRAILS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 7:43 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L113 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L118MATCHLINE - SEE SHEET L112MATCHLINE - SEE SHEET L108B MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L112FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS LIMIT OF PHASE I CONSTRUCTION 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 x338.5332 333334343339 335336 337 338 12 % 340 341 342 8.6%3443453463473483493503513523533543553563573586.7%XXXXXXXXXX X X X X X X X X X X X X X 343 342342 341 340 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXK I M B A L L A V E N U E 2-PA 1-QR 1-AS 1-QR 1-PG 2-PS 1-AR LIMIT OF PHASE I CONSTRUCTION BITUMINOUS PATH 5'CONSERVATION MIX ARCHAEOLOGICAL BOUNDARY DOG PARK SEE SHEET L206 FOR ENLARGEMENT PLAN OF DOG PARK WITH FURTHER DETAIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 7:52 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L114 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L113MATCHLINE - SEE SHEET L109 MATCHLINE - SEE SHEET L110 MATCHLINE - SEE SHEET L110 MATCHLINE - SEE SHEET L115MATCHLINE - SEE SHEET L115FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 RESIDENTIALK I M B A L L A V E N U E K I M B A L L A V E N U E PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 8:21 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L115SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L110 MATCHLINE - SEE SHEET L114MATCHLINE - SEE SHEET L110 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 347347 350 348 360 2-AG 1-AG 3-PM 3-CA 2-BN 1-CC 3-PG 3-PS 1-PA 1-PA 2-PG 2-PS 1-AG 1-PS 2-PA 2-CA MOWN PATH 5' 12' WIDE STABILIZED MAINTENANCE DRIVE 4' 12' PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 8:27 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L116SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L112 CRUSHED STONE CIRCUIT TRAINING PATH 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 35035536036536736235735234734635035536036537136736235735234734634 9 35 4 35 8 36 4 36 9 1-NS 1-NS 2-UA 1-UA 1-AFC PO T A SH RO AD 2-QRTYPICAL UTILITY SCREENING CONSERVATION MIX CONSERVATION MIX L302 1 2-QR PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 8:28 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L117SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L116MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L119 MATCHLINE - SEE SHEET L120 MATCHLINE - SEE SHEET L120MATCHLINE - SEE SHEET L116MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L119MATCHLINE - SEE SHEET L119FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 33534034535033332 6 x325.75 32 8 331350345340347342337331 33534034535033332 6 x325.75 32 8 3313503453403473423371-AFC 1-CO 2-QR 1-GT 2-CO 2-HV 5-AMA 7-SP 1-IVJ1-QB 7-IV 6-AMA 5-IV 1-IVJ P O T A S H R O A D 3-GT 1-AFC 1-AFC 3-QR TYPICAL UTILITY SCREENING GRAVEL WETLAND 12' ST A B I L I Z E D G R A S S A C C E S S D R I V E L302 1 PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 8:31 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L118SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L120 MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L120MATCHLINE - SEE SHEET L117MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L114 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS CONSERVATION MIX 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 339341 342 343 344 345 346343 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 330 x334.5x333.75 339341 342 343 344 345 346343 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 330 x334.5x333.75 2-CV 1-PS 2-AG 1-PA 3-BN 2-PA 1-CC 2-CC 1-BN 3-PM 1-CA 1-BN 1-CV 1-AS 2-PG 2-PS 1-PS 1-PA 1-PA 2-PG 1-PS 1-IVJ 1-AG 4-IV 5-AMA 5-AMA 3-BN 7-CSF 1-IVJ1-HV6-IV 5-AMA5-CSF 1-BN 5-CSF 7-AMA 2-HV5-IV 5-CSF 1-BN 1-IVJ 5-AMA 2-IVJ 5-IV 1-AG 7-AMA 6-IV 1-IVJ 7-CSF 5-AMA 2-HV 1-HV 6-SP GRAVEL WETLANDGRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 8:34 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L119SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L120MATCHLINE - SEE SHEET L120FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING TRAIL BIKE PARKING, TYP. 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 340343x328.75 328x328.5 x329.0 x329.0328 329330331329330332331 332 332 x331.0 344 347 340 340343x328.75 328x328.5 x329.0 x329.0328 329330331329330332331 332 332 x331.0 344 347 340 K I M B A L L A V E N U E1-AS 1-PS 1-CA 2-CA 1-PG 1-PM 3-BN 3-PA 3-PG 2-AG 2-CC 1-CV 2-PM 1-CV 1-PS 3-BN6-SP 3-IV 1-QB 6-AMA 2-IVJ 5-IV 7-SP 1-QB 9-AMA 3-BN 1-IVJ 9-SP 3-IV 3-IV 5-AMA 3-SP 1-IVJ 1-HV 7-SP 3-AMA 1-IVJ 5-AMA1-QB 5-IV 5-SP 2-BN 7-AMA 7-SP 1-IVJ 2-HV 5-AMA 3-IV K I M B A L L A V E N U ECRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. CIRCUIT TRAINING STATION GRAVEL WETLAND GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 1-PS 1-PS PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 8:59 AMPLANTING PLAN 1"= 20' CO 04.01.2022 L120 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L119MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L119MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L118 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING TRAIL 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 x423.0x422.0x421.0x419.0x418.0x416.0x413.04224204 1 5x422.0417 415 411 416 4 1 7420423 420 422 421 S N O W S N O W S N O W O L D F A R M R O A D OLD FARM ROAD GRAVELPAVE POROUS GRAVEL PAVING PEA STONE COURTYAD L A W N L A W N P L A Y L A W N SCORED CONCRETE BITUMINOUS WALK BENCH, TYP. PLANTD BERM, TYP.5' 8' S E A S O N A L S K A T I N G R I N K E X I S T I N G B A R N P A V I L I O N S L E D D I N G H I L L P A R K I N G10' FUTURE INTEGRAL COLOR CONCRETE BITUMINOUS CONCRETE WALK 9-JC 2-IV 4-JS 12-AMA 52-SH 7-JC 6-PA 39-RF 22-RF 7-PA 8-JC27-SH 3-JS 23-SH 4-JS 1-IVJ 3-IV 9-AMA 12-RA 18-RA 13-CAK 13-RA 13-CAK CONCRETE WALK, TYP. BIKE PARKING L A W N FUTURE FACILITIES/SERVICE BUILDING ADA ACCESSIBLE ROUTE- SIDEWALK GRADE 5% OR LESS PICNIC TABLES - 1 TO BE ADA ACCESSIBLE LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:43 AMENLARGED COMMUNITY/BARN CENTER PLAN 1/16" = 1'-0" CO 04.01.2022 L200 SCALE OF FEET 16016 32 SCALE OF FEET PAVILION PEA STONE WITH PICNIC TABLES PEA STONE COURTYARD NIGHT SCENE PICNIC TABLE - VROOM BY VESTRE W/ ADA ACCESS OPTIONS OUTDOOR ICE SKATING RINK P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H R U B S AMA 21 Aronia melanocarpa 'Autmn Magic'AUTUMN MAGIC CHOKECHERRY 5 GAL.4' O.C. IV 5 Ilex verticillata 'Afterglow'WINTERBERRY (female)5 GAL.6' O.C. IVJ 1 Ilex verticillata "Jim Dandy'WINTERBERRY (male)5 GAL.5' O.C. JC 24 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER 5 GAL.6' O.C. JS 11 Juniperus sargenti 'Green Sargent'GREEN SARGENT JUNIPER 5 GAL.6' O.C. RA 43 Rhus aromatica 'Gro-Low'GRO LOW SUMAC 1 GAL.4' O.C. P E R E N N I A L S PA 13 Perovskia atriplicifolia 'Filgran'FILGRAN RUSSIAN SAGE 1 GAL.30" O.C. RF 61 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. O R N A M E N T A L G R A S S E S SH 102 Sporobolus heteolepis PRAIRIE DROPSEED #1 18" O.C. CAK 26 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS 2 GAL.18" O.C. 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 ADA ACCESS DIAGRAM x401.0x400.0400 398x395.0x394.5380 3954 0 2 390387 39 4 39 8 375 375377 377 377x376.8376.75x37 9 376 378 x3 8 1 . 0 38 1 x3 8 1 . 2 x3 7 7 . 5 5 38 1 x3 8 6 . 3 390 385 385 391 O L D F A R M R O A D TREE HOUSE WITH SPACE UNDERNEATH SLIDE SET INTO SLOPE CLIMBING BOULDERS BENCHES, TYP. TABLES AND CHAIRS 1 SETUP TO BE ADA ACCESSIBLE T.W. 401.5 + STONE STEPS SET IN GRADE FLAT CLIMBING STONES WOODCHIP SURFACE LARGE BOULDERS FOR CLIMBING 12-RA 13-POL 69-CAK 10-RF 3-PA 10-RF 3-PA 7-RA 8-SX7-HPR 7-HCM 11-ARO 31-PVN 15-RA 8-SHT 10-RF 10-ARO 26-RA 10-RA WOODCHIP SURFACE CONCRETE WALK SEATWALL L A W N L A W N L A W N CONCRETE PAVER PLAZA 6-DL 3-DL 31-SP 25-TO CONCRETE SIDEWALK LIMIT OF PHASE I CONSTRUCTION BENCH, TYP. L A W N ADA ACCESSIBLE ROUTE - MULTI-USE PATH 3% SIDEWALK LEVEL IN FRONT OF BENCHES LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:47 AMENLARGEMENT PLAN @ NATURAL PLAYGROUND PARK 1"= 10' CO 04.01.2022 L2011001020 SCALE OF FEET P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H R U B S DL 9 Diervilla lonicera 'Copper'BUSH HONEYSUCKLE 1 GAL.3' O.C. POL 13 Physocarpus opulifolius 'Little Devil'DWARF NINEBARK 3 GAL.3' O.C. RA 70 Rhus aromatica 'Gro-Low'GROW LOW SUMAC 1 GAL.4' O.C. SP 31 Salix purpurea 'Nana'DWARF ARCTIC BLUE WILLOW 5 GAL.3' O.C. SX 8 Syringa x 'Bloomerang'BLOOMERANG LILAC 3 GAL.3' O.C. TO 25 Thuja occidentalis 'Nigra'ARBORVITATE 5-6' HT.3' O.C. P E R E N N I A L S HCM 7 Hemerocallis 'Country Melody'COUNTRY MELODY DAYLILY 1 GAL.24" O.C. HPR 7 Hemerocallis 'Pale Rider'PALE RIDER DAYLILY 1 GAL.24" O.C. PA 6 Perovskia atriplicifolia 'Filgran'FILGRAN RUSSIAN SAGE 1 GAL.30" O.C. RF 30 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. O R N A M E N T A L G R A S S E S ARO 21 Andropogon 'Red October'RED OCTOBER BIG BLUESTEM 2 GAL.24" O.C. CAK 69 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS 2 GAL.18" O.C. PVN 31 Panicum virgatum 'Northwind'NORTHWIND BIG BLUESTEM 2 GAL.24" O.C. SHT 8 Sporobolus heteolepis 'Tara'PRAIRIE DROPSEED 1 GAL.24" O.C. HILLSIDE SLIDE & NATURAL STEPS PLAY AREA UNDER TREEHOUSE NATURAL CLIMBING FEATURES TREEHOUSE PLANS - N.T.S.NATURAL CLIMBING FEATURES 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 SQUARE TABLE - VROOM BY VESTRE W/ ADA ACCESS OPTIONS 8' M I N 8' M I N 8' M I N 8' M I N 6.7%XXXXXXXXXXXXXXX + 77.4 + 76.7 + 74.2 + 71.47 + 71.55 + 71.65 1.3 % 5 % 76.5 + 69.2 69.4 + 69.3 + 69.0+ T.W. 74.2 + 5.4 %XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX+ L115 ENTRY AREA LAWN STONEDUST EXISTING WOODLAND TO REMAIN SIGNAGE & PET WASTE RECPTACLE & DISPENSER STAIRS AND RAILINGS CONCRETE WALK CONCRETE LANDING 1:12 CONCRETE ADA RAMP W/ LANDINGS AND HANDRAILS CONCRETE LANDING UNIT BLOCK WALL BITUMINOUS PATH CRUSHED STONE FITNESS PATH 5'5'4' P A R K I N G GRAVELPAVE POROUS GRAVEL PAVING 2-5 YEAR OLD PLAY STRUCTURE 6-12 YEAR OLD PLAY STRUCTURE 6-12 YEAR OLD 4 SEAT SWING SET BIKE RACKS SHADE TREE, TYP. 2-5 YEAR OLD 4 SEAT SWING SET L A W N DOG PARK LIMIT OF PHASE I CONSTRUCTION BENCHES, TYP. GRAVEL WETLAND PLANTINGS, TYP. SEATWALL STONEDUSTSTABILIZED GRASS WOODCHIP SURFACE 10' -6 "8' LAWN CONSERVATION MIX 5'ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LES 10010 20 SCALE OF FEET OLDER KIDS PLAY STRUCTURE AND SWINGS YOUNGER KIDS PLAY STRUCTURE AND SWINGS BENCH LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:51 AMENLARGEMENT PLAN @ PLAY EQUIPMENT PARK 1"= 10' CO 04.01.2022 L202 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 DINING DECK KITCHEN PANTRY POWDER FOYER 2-CAR GARAGE PORCH2-CAR GARAGE OWNER'S BATH PATIO/DECK KITCHEN WINE DINING O.E. PANTRY W.I.C. LAUNDRY POWDER FOYER P.O.8' min.4' min. 4' min. 3' min. DECK DINING FAMILY KITCHEN STORAGE 2-CAR GARAGE P.O. STUDY FOYER PORCH 10' min.4' min. 3' min.15' min.DECK FAMILY DINING KITCHEN P.O.POWDER FOYER 2-CAR GARAGE FLEX PORCH 10'-1"3' min.15' min.4' min. COV. DECK FAMILY POWDER KITCHEN PORCH DINING ALIGN4' min. 4' min. 2' min. 6' min. 30" min. 4' min.4' min.4' min.LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:23 AMTYPICAL UNIT PLANTING LAYOUTS AND GUIDELINES AS SHOWN CO 04.01.2022 L301 4 1/8" = 1'-0" TYPICAL 2 UNIT TOWNHOME PLANTING 5 1/8" = 1'-0" TYPICAL SINGLE FAMILY PLANTING31/8" = 1'-0" TYPICAL ALLEY LOAD SINGLE FAMILY PLANTING 2 1/8" = 1'-0" TYPICAL SINGLE FAMILY PLANTING LEGEND EDGE OF PLANTING BED ORNAMENTAL GRASSES LARGE UPRIGHT SHRUB MEDIUM SHRUB SMALL SHRUB PERENNIALS5' min.3' min.UNIT PLANTING GUIDELINES *OVERALL: CHOOSE PLANT MATERIAL FOR ALL UNITS FROM THE ATTACHED PLANT LIST A.TOWNHOMES: Plant low shrubs such as Low-Gro Sumac or salt tolerant ornamental grasses in the space between driveways. B.Place medium shrubs or ornamental grasses in front of and around the corner of all front porches. C.Use a varied mixture of large, medium and small shrubs throughout beds, with taller plants at the back and shorter plants at the front of the bed. D.Use a varied mix (of both color, texture, and bloom time) of perennials and ornamental grasses. E.Use shade or sun tolerant varieties where applicable SINGLE FAMILY HOMES: A.Plant medium shrubs or oramental grasses on the side of the driveway nearest neighbor at a minimum length of 15'. B.Plant medium shrubs or ornamental grasses along the length of all front porches. C.Use a varied mixture of large, medium and small shrubs throughout beds, with taller plants at the back and shorter plants at the front of the bed. D.Use a varied mix (of both color, texture, and bloom time) of perennials and ornamental grasses. E.Use shade or sun tolerant varieties where applicable11/8" = 1'-0" TYPICAL 3-UNIT TOWNHOME PLANTING 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 405 403402 400 366 370 363 365366 366 365 360 368 36 7 368 371 372 364 x362.5 x365.75368 x365.5x366.0x366.0FF 407.3 x406.0 x397.67 FF 406.3 x405.0 x396.67 FF 404.8 x403.5 x395.17 FF 399. 8 x398.5 x390.1 7 FF 396.8 x395.5 x387.17 FF 397.3 x396.0 x387.67 FF 397.8 x396.5 x388.17 FF 399.3 x398.0 x389.67 FF 401.3 x400.0 x391.67 39 5399 397 396395 396404405 406 407x391.0 x390.0 387 39 5 397 398 39038 5401391 389 389 390 392386 39 5 PCG 399.0 PCG 397.5 PCG 396.0 PCG 395.0 PCG 395. 0 PCG 3 9 8 . 0 PCG 403. 0 PCG 404.0 PCG 405.0 367 367 361 362 367 369368398 405 x400.0 x401.7 x404.2 x405.4 x4106.0 x406.5 x407.2 x408.2 x410.5 FF 41 1. 8 0 FF 409.5 x409.0 FF 408.5 x408.0 x407.0 FF 408.3 x407.8 FF 407.8 x407.3 FF 407.3 x406.8 FF 406.7 x406.2 FF 405. 5 x405.0 FF 403. 0 x402.5 FF 40 1. 3 x400.8 407 410 407406404 401 39 9 371 373 x400. 2 5 370 358 36 9 365 365 369 369 x368.0 8' M I N 404 411 378 379 PCG 4 1 1. 0 PCG 409.0 PCG 408.0 PCG 407.0 PCG 406.5 PCG 406.0 PCG 405.5 PCG 4 0 4. 5 PCG 4 0 2 . 0 PCG 4 0 0. 0 x3 6 9 . 5 x369.5 x369.5 x369.5 x387.0 x389.0 x385.0 x383.0 x380.0 x379.0 374 x381.0x382.5 x387.0 386 384 387 393 393 x369.5 372 372 371 370 371 373 8' M I N X XXXXX X X X X X X X X XXXXXX X X X X X XXXXXXXXX X X X MABEL WAY 1 2 3 LIMIT OF PHASE I CONSTRUCTION CRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. DOG PARK4' MOWN PATH5'5' CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 12:00 PMCIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L203 SCALE OF FEET 30030 60 1 - DIP STATION 2 - PULL UP BARS 3 - PUSH UP BARS MATCHLINE - SEE SHEET L204MATCHLINE - SEE SHEET L2041 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 400405382 378 380 377 378 381 378376 381380 382 381x378.75x378.5x379.0x379.0 4 0 2 400400 FF 403.3 x402.0 x393.67 FF 405.5 x404.2 x395.87 FF 412.1 x410.8 x402.47 FF 410.8 x409.5 x401.17 FF 401.3 x400.0 x391.67 FF 404.3 x403.0 x394.67 388 x387.0 FF 399.3 x398.0 x389.67 395 392393403390 395 410420 403396 401 389 379 381 398 406395 392 390 412 417 PCG 397.0 PCG 399.0 PCG 402.0 PCG 409.0 PCG 408.5 PCG 402.0 PCG 400.5 380 378 378 381379 380 x376.0 392x419.0x421.0FF 422.3x418.0x418.0FF 419.3x416.0x414.5FF 415.8x413.0x411.5FF 412.8x411.0x407.7 FF 409.0x408.5x421.0FF 422.3x417.0x418.0FF 419.3x413.0x416.0FF 417.3410x412.0x407.67x418.0400 415 420 41 0 405411415 41 5 410 418 415 411 408397 3 9 5 400 404410 413 371 370 368 367 3 6 7 3 6 9 405 410 415 x401.5FF 402.8x403.5FF 404.8x408.1FF 409.4x413.5FF 414.8x418.1FF 419.4x419.5x415.5FF 416.8x411.5FF 412.8x407.5FF 408.8x403.5FF 404.8x401.5FF 402 .8x416.0x412.0x408.0x404.0x400.0x418.9x414.3x408.9x404.3x402.340541 0 415 420 412 415 409 406 402 397 403390x381.25385380 380 370 400 395x421.0FF 422.3x398.0 417 415 411 416 41 7420 380 378 379 375 376 375 374 373 x394.75 x395.1 PCG 420.0PCG 417.0PCG 414.0PCG 411.0PCG 407.0PCG 420.0PCG 417.5PCG 415.0PCG 418.5PCG 413.5PCG 408.0PCG 403.5PCG 401.5PCG 415.5PCG 411.5PCG 407.5PCG 403.5PCG 401.0 x388.0 x384.5 x384.0 x384.0 x389.0 x384.0 x389.0 395 390 x387.0 x387.0 392 389 384.5x 384 383 381379377 375376 376 x376.2 371 370 368 367 3 6 7 3 6 9 MABEL WAYMABEL W A Y POTASH ROAD BARN ROADDANIEL DRIVE4 LIMIT OF PHASE I CONSTRUCTION CRUSHED STONE CIRCUIT TRAINING PATH BIKE PARKING, TYP. 12' STABILIZED LAWN CONSERVATION MIX CONSERVATION MIX MOWN PATH 4' 5' 5' LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 12:01 PMCIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L204 SCALE OF FEET 30030 60 4 - CLIMBING ROPE STATION 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 343 345 346 347 340343x328.5 x329.0 x329.0328 329329330331332331 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 332 332 x331.0 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 344 346347 340 330 x334.5x333.75 343 345 346 347 340343x328.5 x329.0 x329.0328 329329330331332331 x331.75x329.0 x331.5x332.0x332.0 333 332 331 334 333 332 334 332 332 332 x331.0 x33 3 . 0 331 331 x334.5 x334.5 x334.5 334 344 346347 340 330 x334.5x333.75 K I M B A L L A V E N U E5 6 7 CRUSHED STONE CIRCUIT TRAINING PATHBIKE PARKING, TYP. MOWN PATH LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 12:03 PMCIRCUIT TRAINING TRAIL PLAN 1"= 30' CO 04.01.2022 L205 SCALE OF FEET 30030 60 5- CROSSING OF GIANTS 6- BALANCE BEAM 7- HURDLES 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 377 377 378 370 371 372 373 374 375 378 376 374 373 361363364 365 366 368 369 343341 342 8.6%3443453463473483493503513523533543553563573603623676.7%3593586. 7 %XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXX 369 343 342342 341 340 + 77.4 + 76.7 + 74.2+ 71.47 + 71.55 + 71.65 1.3 % 5 % 76.5 + 69.2 69.4 + 368 367 369 69.3 + 69.0+ 372 373 374 375 376 375 T.W. 74.2 + 5.4 % 370 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX+XXXXXXXXL114 STONEDUST STONEDUST WASTE DISPENSER & RECEPTACLE SMALL DOG AREA .32 AC SMALL STUMP JUMPTIRE CLIMB LOG CLIMB BOULDERS LARGE DOG AREA 1.13 AC OVERALL PARK AREA 1.45 AC LOG BALANCE BEAMS BOULDERS BOULDERS LOG CLIMB BENCH ON STONEDUST BENCHES LARGE STUMP JUMP BENCHES ENTRY AREA ENTRY AREA STONEDUST LAWN STONEDUST EXISTING WOODLAND TO REMAIN EXISTING WOODLAND TO REMAIN L A W N L A W N L A W N BITUMINOUS PATH TO PLAYGROUND WATER LINE ROUGH IN FOR FUTURE USE SIGNAGE & PET WASTE RECPTACLE & DISPENSER SIGNAGE & PET WASTE RECPTACLE & DISPENSER TIRE CLIMB STAIRS AND RAILINGS CONCRETE WALK CONCRETE LANDING 1:12 CONCRETE ADA RAMP W/ LANDINGS AND HANDRAILS CONCRETE LANDING UNIT BLOCK WALL BITUMINOUS PATH 5'6'5'LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 12:05 PMDOG PARK PLAN 1/16" = 1'-0" CO 04.01.2022 L206 SCALE OF FEET 16016 32 SCALE OF FEETARCHAEOLOGICALBOUNDARY WET L A N D S E T B A C K NOTE: LOGS, STUMPS & BOULDERS TO BE RE-CYCLED FROM ON-SITE MATERIAL BLACK COATED CHAIN LINK FENCE NATURAL CLIMBING BOULDERS NATURAL CLIMBING BOULDERS WOOD STUMP CLIMBERS LOG CLIMBERS TIRE CLIMB LOG BALANCE BEAMS SIGNAGE & PET WASTE RECEPTACLES & DISPENSERS 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL. CUTS WILL BE MADE OUTSIDE OF THE BRANCH COLLAR, LEAVING NO STUBS. NO TREE PAINT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MIN. OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED NEW SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. DUCK BILL TREE ANCHOR 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. SHRUB SET TO BE PLUMB NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS.2"12" MIN.2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS FINISH GRADE GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE SPACING "D"ROW "A"NUMBER OF PLANTS/SQ.FT. 60" O.C.51.96"0.04 48" O.C 41.52"0.07 42" O.C.36.52"0.10 36" O.C.31.20"0.12 30" O.C.26.00"0.18 24" O.C.20.76"0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE SHRUB SPACING PLANT CENTER PLANT ROW A A D D D D D ALL EQUAL OR AS SHOWN ON PLANTING PLAN PLANTING BED 316" BORDER CONCEPTS UNFINISHED STEEL EDGING TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR LAWN FINISHED GRADE BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 12" MIN. PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS PLANTING BED WITH 2" SHREDDED HARDWOOD MULCH HOLES ARE PRESENT ONLY WHEN GALVANIZED OPTION IS SPECIFIED SEE VIEW A CLEARANCE FOR 1/2" ANCHOR BOLT FORMED FROM 2-3/8" O.D. STEEL PIPE 5/8" O.D. ANCHOR BOLT HOLES 3-3/4" DIA. HOLE SPACING 3/8"GROUND LEVEL VIEW A BRCS-101 BIKE RACK SHOWN: STANDARD SURFACE MOUNT MOUNTING STANDARD IN-GROUND AND SURFACE (AS SHOWN) NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS). 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BIKE RACK IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC. 5. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK OF CHARGED LIQUID ZINC AT OR AROUND 860°F (460°C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE AS SMOOTH AS THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING. CONTACT MANUFACTURER FOR DETAILS. 6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 7. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED. CYCLE SENTRY™ AVAILABLE OPTIONS: POWDER COATING 10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS, CUSTOM COLORS (INCLUDING THE RAL RANGE) COPYRIGHT 2020 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED REV. 10/22/20 DRAWN R.G.O. 2020-681 P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM * ALL DIMENSIONS ARE IN INCHES *3'14 5 8"38"1'-0 1/4" center to center LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:22 AMLANDSCAPE DETAILS AS SHOWN CO 04.01.2022 L300 1 N.T.S. DECIDUOUS TREE PLANTING DETAIL 2 N.T.S. EVERGREEN TREE PLANTING DETAIL 4 N.T.S. SHRUB PLANTING DETAIL 5 N.T.S. PLANT SPACING DETAIL 3 N.T.S. GROUNDCOVER, PERENNIAL, ORNAMENTAL GRASS PLANTING DETAIL 6 N.T.S. METAL EDGE DETAIL 7 N.T.S. SEED MIXES 8 N.T.S. BIKE RACK DETAIL 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 DINING DECK KITCHEN PANTRY POWDER FOYER 2-CAR GARAGE PORCH2-CAR GARAGE OWNER'S BATH PATIO/DECK KITCHEN WINE DINING O.E. PANTRY W.I.C. LAUNDRY POWDER FOYER P.O.8' min.4' min. 4' min. 3' min. DECK DINING FAMILY KITCHEN STORAGE 2-CAR GARAGE P.O. STUDY FOYER PORCH 10' min.4' min. 3' min.15' min.DECK FAMILY DINING KITCHEN P.O.POWDER FOYER 2-CAR GARAGE FLEX PORCH 10'-1"3' min.15' min.4' min. COV. DECK FAMILY POWDER KITCHEN PORCH DINING ALIGN4' min. 4' min. 2' min. 6' min. 30" min. 4' min.4' min.4' min.LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:23 AMTYPICAL UNIT PLANTING LAYOUTS AND GUIDELINES AS SHOWN CO 04.01.2022 L301 4 1/8" = 1'-0" TYPICAL 2 UNIT TOWNHOME PLANTING 5 1/8" = 1'-0" TYPICAL SINGLE FAMILY PLANTING31/8" = 1'-0" TYPICAL ALLEY LOAD SINGLE FAMILY PLANTING 2 1/8" = 1'-0" TYPICAL SINGLE FAMILY PLANTING LEGEND EDGE OF PLANTING BED ORNAMENTAL GRASSES LARGE UPRIGHT SHRUB MEDIUM SHRUB SMALL SHRUB PERENNIALS5' min.3' min.UNIT PLANTING GUIDELINES *OVERALL: CHOOSE PLANT MATERIAL FOR ALL UNITS FROM THE ATTACHED PLANT LIST A.TOWNHOMES: Plant low shrubs such as Low-Gro Sumac or salt tolerant ornamental grasses in the space between driveways. B.Place medium shrubs or ornamental grasses in front of and around the corner of all front porches. C.Use a varied mixture of large, medium and small shrubs throughout beds, with taller plants at the back and shorter plants at the front of the bed. D.Use a varied mix (of both color, texture, and bloom time) of perennials and ornamental grasses. E.Use shade or sun tolerant varieties where applicable SINGLE FAMILY HOMES: A.Plant medium shrubs or oramental grasses on the side of the driveway nearest neighbor at a minimum length of 15'. B.Plant medium shrubs or ornamental grasses along the length of all front porches. C.Use a varied mixture of large, medium and small shrubs throughout beds, with taller plants at the back and shorter plants at the front of the bed. D.Use a varied mix (of both color, texture, and bloom time) of perennials and ornamental grasses. E.Use shade or sun tolerant varieties where applicable11/8" = 1'-0" TYPICAL 3-UNIT TOWNHOME PLANTING 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 4'4'4'4'4'4'4' 4' 8'4'4'4'4'4' 14'7'4'4' LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE, SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 10/21/2022 11:25 AMTYPICAL UTILITY SCREENING LAYOUTS AS SHOWN CO 04.01.2022 L302 1 1/4" = 1'-0" TYPICAL UTILITY SCREENING PLANS *CHOOSE SCREENING PLANTS FROM LIST ATTACHED 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 Kimball AveKimball AveDZ - 8NEW BIKE PATHCANTILEVER POLE #152#20-30 Kimball AveOld Farm Rd 88661101092449DZ - 5DZ - 2DZ - 1DZ - 6DZ - 4EXISTING SIDEWALKNEW BIKE PATH NEW SIDEWALK NEW BIKE PATHEXISTING SIDEWALKELECTRICAL SERVICE METER& DISTRIBUTION PANELPEDESTAL POLE #1NEW GROUND MOUNT CABINET WITHTRAFFIC SIGNAL CONTROLLERREMOVE RRFBCANTILEVER POLE #2NEW 24" SOLID WHITE STOP BARCANTILEVER POLE #3NEW 8" SDR 35 PVCSLEEVE (48 LF)REMOVE EX. STOP SIGN(NOT SHOWN)NEW 8" SDR 35 PVCSLEEVE (42 LF)JCT.BOX #1JCT.BOX #2JCT.BOX #3JCT.BOX #4JCT.BOX #5NEW 24" SOLID WHITE STOP BARNEW 24" SOLID WHITE STOP BARCANTILEVER POLE #4REMOVE RRFB99NEW LEFT LANE MUST TURN LEFT SIGN(R3-7, 30" x 30")NEW 8" SDR 35 PVCSLEEVE (36 LF)K11" = 10'NOTES1.ALL TRAFFIC SIGNAL WORK AND MATERIALS SHALL MEETCITY OF SOUTH BURLINGTON PUBLIC WORKS STANDARDSAND SPECIFICATIONS, THE MUTCD, VTRANS 2018STANDARD SPECIFICATIONS SECTIONS 210, 404, 406, 616,618 AND 646, VTRANS GENERAL SPECIAL PROVISIONS ANDTHESE PLANS.2.ALL NEW PAVEMENT MARKINGS SHALL BE DURABLE.2"3"WIRED CONDUITFROMTODESCRIPTIONGMP TRANSFORMERELECTRICAL SERVICETBDTRAFFIC SIGNAL LEGEND4DZ - 1VEHICLE DETECTION ZONE TRAFFIC SIGNAL HEADJUNCTION BOXWIRED CONDUIT(S)SIGNAL CONTROLLERMAST ARM POLECONDUIT SLEEVEVEHICLE DETECTION SENSOR15'JUNCTION BOX #120'EQUIPMENT QUANTITY1THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND AREFURNISHED FOR INFORMATION ONLY. MISCELLANEOUS (UNLISTED)WIRE, CABLE, HARDWARE ETC., ARE REQUIRED TO PROVIDE FOR AFUNCTIONING TRAFFIC SIGNAL SYSTEM.CANTILEVER POLES & FOUNDATIONSLED HAND/MAN PEDESTRIAN COUNTDOWN SIGNAL HEADSACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIESJUNCTION BOXESLOCAL CONTROLLER WITH GPS TBC18VEHICLE DETECTION SYSTEMPEDESTAL POSTS & FOUNDATIONSPHASES 4 + 8OLD FARM RD &#20-30 KIMBALL AVEPHASES 2 + 6KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVE EB & WB LT416651YELLOW CLEARFLASHING OPERATIONMAX 1 GREENRED CLEARVEH. EXTENSION443721226220326Signal Phasing PlanFR86224MAX 2 GREEN84222LEADING PEDESTRIAN INTERVALNEMA DUAL RING / FULL - ACTUATED PHASINGMAX 3 GREENList of Major EquipmentSignal Timing Data44208--FYWEEKDAYSSATURDAYSUNDAYHOLIDAYSTIMETOD PLAN7:00 - 9:00 amAM PEAKMID-DAY3:00 - 6:00 pmPM PEAKCYCLE (sec.)907590MAX 1MAX 3MAX 2MAX 3MAX 2MAX 2MAX 2MAX 2MAX 2OFF PEAK7510:00 am - 2:00 pmOFFSET (sec.)12062--REMAINDER OF DAY3-SECTION4-SECTION612" POLYCARBONATE TRAFFIC SIGNALHEADS WITH TUNNEL VISORS &MOUNTING HARDWARE (ALL LED)MASTER CONTROLLERGROUND MOUNT SIGNAL CONTROLLER CABINET1-WALK44-FLASHING DON'T WALK89-MIN. GREEN (W/O PED)MIN. GREEN (W/ PED)2016-NTS55" P44 GROUND MOUNTSIGNAL CABINETCONCRETE BASE18" HIGH ALUMINUM SPACERGround MountCabinet Detail10CONTROLLER CABINETCONTROLLER CABINETJUNCTION BOX #2CANTILEVER POLE #4PHASES 4 + 8 + 10OLD FARM RD &#20-30 KIMBALL AVEPHASES 2 + 6 + 9KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVEEB & WB LTJUNCTION BOX #5CANTILEVER POLE #2CANTILEVER POLE #3CONTROLLER CABINETSIGNAL WIRING25'EMERGENCY VEHICLE/TRANSIT PREEMPTION SYSTEM1PREEMPTION SENSOR &CONFIRMATION STROBEMAX 2MAX 2MAX 2MAX 2MAX 2MAX 2MAX 2NOTE: KENNEDY DR & KIMBALL AVE IS THE SYSTEM MASTER WITH 0 SEC. OFFSETS. THECONTRACTOR SHALL PROGRAM THE NEW SIGNAL CONTROLLER TO OPERATE IN THE TIME-BASEDCOORDINATED MODE. THE NEW SIGNAL CONTROLLER SHALL OPERATE IN FREE MODE DURINGOFF-PEAK PERIODSConduit ScheduleFIRE PREEMPTION(CLEARS TO PHASE 2 OR 6)WBEB62CONTROLLER CABINET40'SIGNAL WIRINGPEDESTAL POLE #1JUNCTION BOX #1JUNCTION BOX #2JUNCTION BOX #4JUNCTION BOX #520'JUNCTION BOX #3JUNCTION BOX #465'26295514DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontTraffic Signal PlanKimball Avenue & Old Farm Road20'CANTILEVER POLE #4JUNCTION BOX #35'JUNCTION BOX #4CANTILEVER POLE #145'10'15'JUNCTION BOX #1CONTROLLER CABINETSIGNAL WIRINGCANTILEVER POLE #3CONTROLLER CABINET25'CANTILEVER POLE #3CONTROLLER CABINET25'STREET LIGHTINGSIGNAL WIRINGJUNCTION BOX #5CANTILEVER POLE #25'20'JUNCTION BOX #4CANTILEVER POLE #1JUNCTION BOX #4JUNCTION BOX #565'JUNCTION BOX #3JUNCTION BOX #445'20'CANTILEVER POLE #4JUNCTION BOX #3JUNCTION BOX #2CANTILEVER POLE #420'40'JUNCTION BOX #1JUNCTION BOX #2SIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGLOW VOLTAGE WIRING100102040(IN FEET)GRAPHIC SCALE1" = 10 ft.LOW VOLTAGE WIRING INCLUDES VEHICLE DETECTOR,PREEMPTION SENSOR AND PEDESTRIAN PUSH-BUTTON WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDBUFFER INTERVAL (STEADY DON'T WALK)33-* BUFFER INTERVAL = PART OF YELLOW CLEAR + RED CLEAR INTERVALS\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K1 K2 Signal Plans.dwg, 10/24/2022 10:50:36 PM Kimball AveKimball AveNEW BIKE PATHCANTILEVER POLE #352#70 Kimball AvePotash Rd66192449DZ - 5DZ - 2DZ - 1DZ - 6DZ - 4NEW BIKE PATHNEW SIDEWALKNEW BIKE PATHELECTRICAL SERVICE METER& DISTRIBUTION PANELPEDESTAL POLE #1NEW GROUND MOUNT CABINET WITHTRAFFIC SIGNAL CONTROLLERNEW 24" SOLID WHITE STOP BARCANTILEVER POLE #1NEW 8" SDR 35 PVCSLEEVE (42 LF)NEW 8" SDR 35 PVCSLEEVE (40 LF)JCT.BOX #1JCT.BOX #2JCT.BOX #3JCT.BOX #4NEW 24" SOLID WHITE STOP BARNEW 24" SOLID WHITE STOP BARCANTILEVER POLE #2DZ - 8DZ - 888REMOVE STOP SIGN(NOT SHOWN)NEW LEFT LANE MUST TURN LEFT SIGN(R3-7, 30" x 30")K21" = 10'NOTES1.ALL TRAFFIC SIGNAL WORK AND MATERIALS SHALL MEETCITY OF SOUTH BURLINGTON PUBLIC WORKS STANDARDSAND SPECIFICATIONS, THE MUTCD, VTRANS 2018STANDARD SPECIFICATIONS SECTIONS 210, 404, 406, 616,618 AND 646, VTRANS GENERAL SPECIAL PROVISIONS ANDTHESE PLANS.2.ALL NEW PAVEMENT MARKINGS SHALL BE DURABLE.2"3"WIRED CONDUITFROMTODESCRIPTIONGMP TRANSFORMERELECTRICAL SERVICETBDTRAFFIC SIGNAL LEGEND4DZ - 1VEHICLE DETECTION ZONE TRAFFIC SIGNAL HEADJUNCTION BOXWIRED CONDUIT(S)SIGNAL CONTROLLERMAST ARM POLECONDUIT SLEEVEVEHICLE DETECTION SENSOR25'CANTILEVER POLE #125'EQUIPMENT QUANTITY1THE QUANTITIES LISTED ABOVE ARE APPROXIMATE AND AREFURNISHED FOR INFORMATION ONLY. MISCELLANEOUS (UNLISTED)WIRE, CABLE, HARDWARE ETC., ARE REQUIRED TO PROVIDE FOR AFUNCTIONING TRAFFIC SIGNAL SYSTEM.CANTILEVER POLES & FOUNDATIONSLED HAND/MAN PEDESTRIAN COUNTDOWN SIGNAL HEADSACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIESJUNCTION BOXESLOCAL CONTROLLER WITH GPS TBC18VEHICLE DETECTION SYSTEMPEDESTAL POSTS & FOUNDATIONSPHASES 4 + 8POTASH RD &#70 KIMBALL AVEPHASES 2 + 6KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVE EB & WB LT312241YELLOW CLEARFLASHING OPERATIONMAX 1 GREENRED CLEARVEH. EXTENSION44372122622026Signal Phasing PlanFR86224MAX 2 GREEN84222LEADING PEDESTRIAN INTERVALNEMA DUAL RING / FULL - ACTUATED PHASINGMAX 3 GREENList of Major EquipmentSignal Timing Data44208--FYWEEKDAYSSATURDAYSUNDAYHOLIDAYSTIMETOD PLAN7:00 - 9:00 amAM PEAKMID-DAY3:00 - 6:00 pmPM PEAKCYCLE (sec.)907590MAX 1MAX 3MAX 2MAX 3MAX 2MAX 2MAX 2MAX 2MAX 2OFF PEAK7510:00 am - 2:00 pmOFFSET (sec.)12062--REMAINDER OF DAY3-SECTION4-SECTION612" POLYCARBONATE TRAFFIC SIGNALHEADS WITH TUNNEL VISORS &MOUNTING HARDWARE (ALL LED)MASTER CONTROLLERGROUND MOUNT SIGNAL CONTROLLER CABINET1-WALK4-FLASHING DON'T WALK8-MIN. GREEN (W/O PED)MIN. GREEN (W/ PED)20-NTS55" P44 GROUND MOUNTSIGNAL CABINETCONCRETE BASE18" HIGH ALUMINUM SPACERGround MountCabinet DetailCONTROLLER CABINETCONTROLLER CABINETJUNCTION BOX #2CANTILEVER POLE #2PHASES 4 + 8POTASH RD &#70 KIMBALL AVEPHASES 2 + 6KIMBALL AVE(DWELL)PHASES 1 + 5KIMBALL AVEEB & WB LTCONTROLLER CABINET25'EMERGENCY VEHICLE/TRANSIT PREEMPTION SYSTEM1PREEMPTION SENSOR &CONFIRMATION STROBEMAX 2MAX 2MAX 2MAX 2MAX 2MAX 2MAX 2NOTE: KENNEDY DR & KIMBALL AVE IS THE SYSTEM MASTER WITH 0 SEC. OFFSETS. THECONTRACTOR SHALL PROGRAM THE NEW SIGNAL CONTROLLER TO OPERATE IN THE TIME-BASEDCOORDINATED MODE. THE NEW SIGNAL CONTROLLER SHALL OPERATE IN FREE MODE DURINGOFF-PEAK PERIODSFIRE PREEMPTION(CLEARS TO PHASE 2 OR 6)WBEB62LOW VOLTAGE WIRING60'SIGNAL WIRINGJUNCTION BOX #1JUNCTION BOX #210'JUNCTION BOX #3JUNCTION BOX #426295514DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontTraffic Signal PlanKimball Avenue & Potash Road10'CANTILEVER POLE #2JUNCTION BOX #3JUNCTION BOX #4CANTILEVER POLE #345'CONTROLLER CABINETSIGNAL WIRINGPEDESTAL POLE #1CONTROLLER CABINET10'STREET LIGHTINGSIGNAL WIRING10'JUNCTION BOX #4CANTILEVER POLE #3JUNCTION BOX #3JUNCTION BOX #445'25'CANTILEVER POLE #2JUNCTION BOX #3JUNCTION BOX #2CANTILEVER POLE #210'60'JUNCTION BOX #1JUNCTION BOX #2SIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRINGSIGNAL WIRING100102040(IN FEET)GRAPHIC SCALE1" = 10 ft.CANTILEVER POLE #1CANTILEVER POLE #125'----Conduit Schedule5'SIGNAL WIRINGJUNCTION BOX #15'JUNCTION BOX #1CONTROLLER CABINETCONTROLLER CABINETLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRINGLOW VOLTAGE WIRING INCLUDES VEHICLE DETECTOR,PREEMPTION SENSOR AND PEDESTRIAN PUSH-BUTTON WIRINGEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.BUFFER INTERVAL (STEADY DON'T WALK)*3--* BUFFER INTERVAL = PART OF YELLOW CLEAR + RED CLEAR INTERVALS\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K1 K2 Signal Plans.dwg, 10/24/2022 10:50:14 PM CANTILEVER POLE #130'8'ROAD PAVEMENT8'2'MAST ARM18'19'RADAR SENSOR FOR KIMBALLAVE WB VEHICLE DETECTION12'PEDESTRIAN PUSH BUTTON 9ASSEMBLY FACING NORTH7'PEDESTRIAN SIGNAL 9FACING EAST4'14FOOTING ELEV. TBDNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKCANTILEVER POLE #432'8'2'MAST ARM19'RADAR SENSOR FOR #20-30 KIMBALLAVE SB VEHICLE DETECTION22'PEDESTRIAN PUSH BUTTON 9ASSEMBLY FACING NORTH3.5'18'7'FOOTING ELEV. TBDROAD PAVEMENTPEDESTRIAN SIGNALFACING EASTNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKCANTILEVER POLE #226'11'DRIVEWAY PAVEMENT2'MAST ARM19'RADAR SENSOR FOR OLD FARMRD NB VEHICLE DETECTION13'PEDESTRIAN PUSH BUTTON 10ASSEMBLY FACING EASTPEDESTRIAN SIGNAL 10FACING SOUTH3.5'1418' 7'FOOTING ELEV. TBDPEDESTRIAN SIGNAL 9 FACINGWEST ON BACKSIDE OF POLEPEDESTRIAN PUSH BUTTON 9 ASSEMBLYFACING NORTH ON BACKSIDE OF POLENOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKPREEMPTION SENSOR &CONFIRMATION STROBELED LUMINAIRE MOUNTED ON A 12' LUMINAIREARM, ROTATED 52° CCW FROM THE MAST ARMCANTILEVER POLE #326'8'8'2'MAST ARM18' 24'FOOTING ELEV. TBDRADAR SENSOR FOR KIMBALLAVE EB VEHICLE DETECTION8'ROAD PAVEMENT1'K31" = 5'CANTILEVER POLE #1SECTION LOOKING WEST1/4"1/4"2'-0" DIA.1'1'5'-0" FOOTING DEPTH 2" STEEL CLEARANCE1'WEEP HOLE. INSTALL 1/2" FLEXIBLEPLASTIC CONDUIT FOR #6 AWG SOFTDRAWN COPPER GROUNDCONDUCTOR. CONNECT TO GROUNDELECTRODE WITH STANDARD LOWRESISTANCE NON-FERROUS GROUNDELECTRODE CLAMP.ANCHOR BOLT ORIENTATION MAY VARY(TOED-IN, TOED-OUT OR AS SHOWN) BUTTHERE MUST BE A MINIMUM OF 3" OF COVERAND 3" OF CLEARANCE BETWEEN1/2" CONDUIT FOR GROUNDCONDUCTOR AND WEEP HOLE15" OVERLAP#4 BARS#4 BARS AT 1'-0"VERTICAL SPACING2" SCORE MARK TYPICALALL CONDUIT LOCATIONSCONDUITS - NUMBER,TYPE & SIZE AS REQ'D.POSITION ANCHOR BOLTS TOALLOW MINIMUM CLEARANCE OF1-1/2" TO NEAREST REINFORCINGSTEEL.3" CLEARANCEANCHOR BOLTS4 - #6 BARSELEVATIONSECTIONPEDESTAL POLE REINFORCED CONCRETE FOOTING DETAIL2" SCORE MARK DETAILUSED FOR CONDUITLOCATION IN BOTHCONCRETE & GROUT, SEE"SECTION" DETAIL.CONDUIT(S) - NUMBER,SIZE & TYPE AS REQ'D.3/4" x 24" ANCHOR BOLTS(4 REQ'D.)4 - #6 BARS (4'-6" LONG)24'' UNDER SIDEWALK OR CURB (MIN.)36' UNDER ROADWAY (MIN.)#4 BARS AT 12" VERTICALSPACING, 3" CLEARANCE5/8" X 8' MIN. COPPER CLADGROUND ELECTRODE#6 SOFT DRAWN COPPER GROUNDCONDUCTOR CONNECT TO GROUNDINGLUG IN POLEUSE EDGING TOOL AROUNDTOP OF CONCRETE BASECONDUITS TO EXTEND 2"ABOVE CONCRETE BASENTSPEDESTAL POLE #1SECTION LOOKING SOUTH3'-6"TOP OF POLE FOUNDATIONMATCH FINISH GRADEACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLIES ( 9 FACINGNORTH, 10 FACING EAST)10'4" Ø PEDESTAL POLE (412" O.D.) & CAPCOUNT-DOWN LED PEDESTRIANSIGNAL HEADS ( 9 FACING WEST,10 FACING NORTH).BASE1" = 2'7'DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontST A T E OF VERMONTPROFESSIONAL ENG INEER ROG E R J. DICKINSONLICENSEDNo. 3945CivilCANTILEVER POLE #2SECTION LOOKING NORTHCANTILEVER POLE #3SECTION LOOKING EASTCANTILEVER POLE #4SECTION LOOKING SOUTH14(IN FEET)GRAPHIC SCALE50510201" = 5 ft.Cantilever Pole SectionsKimball Avenue & Old Farm RoadNOTE:THE DESIGN OF THE CANTILEVER POLES AND THEIR FOUNDATIONS IS THERESPONSIBILITY OF THE CONTRACTOR AND THE CANTILEVER POLEMANUFACTURER. THE CANTILEVER POLES AND THEIR FOUNDATIONS SHALL BEDESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT. ALLSIGNAL HEADS AND SIGNS SHOULD BE CENTERED VERTICALLY ON THE CANTILEVERARMS. THE CANTILEVER POLES SHALL BE DESIGNED TO PROVIDE A 17'-0" TO 19'-0"VERTICAL CLEARANCE FROM THE PAVEMENT TO THE BOTTOM OF THE SIGNALHEADS (EXCLUDING BACKPLATE). THE SHOP DRAWINGS FOR THE CANTILEVERPOLES SHALL INCLUDE DETAILED DIMENSIONS (ANGLES, LENGTHS, DEAD LOADDEFLECTIONS, ETC.) TO DETERMINE THE RESULTING ELEVATIONS OF EACH SIGNALHEAD.THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALK\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K3 K4 Cantilever Sections.dwg, 10/24/2022 6:15:55 PM CANTILEVER POLE #324'8'ROAD PAVEMENT8'2'MAST ARM "A"18'19'RADAR SENSOR FOR KIMBALLAVE WB VEHICLE DETECTION6'FOOTING ELEV. TBDCANTILEVER POLE #232'8'2'MAST ARM19'RADAR SENSOR FOR #20-30 KIMBALLAVE SB VEHICLE DETECTION22'PEDESTRIAN PUSH BUTTON 9ASSEMBLY FACING NORTH3.5'18'7'FOOTING ELEV. TBDROAD PAVEMENTPEDESTRIAN SIGNALFACING EASTNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALKCANTILEVER POLE #3DRIVEWAY PAVEMENTMAST ARM "B"19'RADAR SENSOR FOR IC RDNB VEHICLE DETECTION18'FOOTING ELEV. TBD36'11'2'23'NOTEMAST ARM "B" IS ROTATED 96° CCWFROM MAST ARM "A"LED LUMINAIRE MOUNTED ON A 12' LUMINAIREARM, ROTATED 52° CCW FROM THE MAST ARMCANTILEVER POLE #124'8'8'2'MAST ARM18' 24'FOOTING ELEV. TBDRADAR SENSOR FOR KIMBALLAVE EB VEHICLE DETECTION6'ROAD PAVEMENT1'PREEMPTION SENSOR &CONFIRMATION STROBEK41" = 5'PEDESTAL POLE #1SECTION LOOKING EAST3'-6"TOP OF POLE FOUNDATIONMATCH FINISH GRADEACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLY 9 FACINGNORTH10'4" Ø PEDESTAL POLE (412" O.D.) & CAPCOUNT-DOWN LED PEDESTRIANSIGNAL HEAD 9 FACING WESTBASE1" = 2'7'DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontST A T E OF VERMONTPROFESSIONAL ENG INEER ROG E R J. DICKINSONLICENSEDNo. 3945Civil14(IN FEET)GRAPHIC SCALE50510201" = 5 ft.CANTILEVER POLE #1 - MAST ARM "A"SECTION LOOKING WESTCANTILEVER POLE #3 - MAST ARM "B"SECTION LOOKING NORTHCANTILEVER POLE #2SECTION LOOKING SOUTHCANTILEVER POLE #1SECTION LOOKING EASTCantilever Pole SectionsKimball Avenue & Potash RoadNOTE:THE DESIGN OF THE CANTILEVER POLES AND THEIR FOUNDATIONS IS THERESPONSIBILITY OF THE CONTRACTOR AND THE CANTILEVER POLEMANUFACTURER. THE CANTILEVER POLES AND THEIR FOUNDATIONS SHALL BEDESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT. ALLSIGNAL HEADS AND SIGNS SHOULD BE CENTERED VERTICALLY ON THE CANTILEVERARMS. THE CANTILEVER POLES SHALL BE DESIGNED TO PROVIDE A 17'-0" TO 19'-0"VERTICAL CLEARANCE FROM THE PAVEMENT TO THE BOTTOM OF THE SIGNALHEADS (EXCLUDING BACKPLATE). THE SHOP DRAWINGS FOR THE CANTILEVERPOLES SHALL INCLUDE DETAILED DIMENSIONS (ANGLES, LENGTHS, DEAD LOADDEFLECTIONS, ETC.) TO DETERMINE THE RESULTING ELEVATIONS OF EACH SIGNALHEAD.THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDNOTEPEDESTRIAN PUSH BUTTON FACES SHALLBE PARALLEL TO THE SIDEWALK AND THETACTILE ARROW ON THE PUSH BUTTONSHALL POINT TO THE CROSSWALK\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K3 K4 Cantilever Sections.dwg, 10/24/2022 6:16:20 PM Cantilever Pole DetailsK5ROUNDED EDGE INSIDE9/16" O HOLES (TYP.)ANCHOR BOLT DETAILSIZEL (IN.)T (IN.)425484968999L6"T1/4"1/4"(SPREAD FOOTINGS OR PILES ARE OPTIONAL)1'-0"1'-0"FOOTING DEPTH 2" STEEL CLEARANCE1'BCSFTPWEEP HOLE - INSTALL 12" Ø FLEXIBLE PLASTICCONDUIT FOR #6 AWG SOFT DRAWN COPPERGROUND CONDUCTOR. CONNECT TO GROUNDELECTRODE WITH STANDARD LOW RESISTANCENON-FERROUS GROUND ELECTRODE CLAMP.114" Ø BLIND HALF COUPLINGWIRE OUTLETS (TYP.)ANCHOR BOLT ORIENTATION MAY VARY(TOED-IN, TOED-OUT OR AS SHOWN) BUTTHERE MUST BE A MINIMUM OF 3" OFCOVER AND 3" OF CLEARANCE BETWEEN12" Ø CONDUIT FORGROUND CONDUCTOR2" SCORE MARK TYPICALALL CONDUIT LOCATIONS2" MIN. I. D. CONDUITPOSITION ANCHOR BOLTS TO ALLOWMINIMUM CLEARANCE OF 112" TO NEARESTREINFORCING STEEL.3" CLEARANCEANCHOR BOLTSELEVATIONANCHOR BOLT DETAILSECTIONCANTILEVER POLE FOOTING DETAIL2" SCORE MARK DETAILPOLE PENETRATION DETAILPOLE BASE / BASE PLATEDETAILUSED FOR CONDUIT LOCATION, SEE"SECTION" DETAIL.2" MIN. I. D. ELECTRICALCONDUIT(S) AS REQUIREDANCHOR BOLTS. SEE DETAILAND CHART AT LEFT24" UNDER SIDEWALK OR CURB (MIN)36" UNDER ROADWAY (MIN)58" Ø X 8' MIN. COPPER CLADGROUND ELECTRODE.END DETAIL 2" ØANCHOR BOLT ONLY114" TO 134" Ø BOLT4" x 4" x 1" PLATEINTERRUPTED THREADS#6 SOFT DRAWN COPPER GROUND CONDUCTORCONNECT TO GROUNDING LUG IN POLE4" GROUT PLACED AFTER POLE IS PLUMBEDIN BOTH CONCRETEAND GROUTALL SUPPORT BRACKETSARE TO BE GALVANIZEDL 312" x 212" x 516" OR Z 4" x 3" x 14"SIGN ON SINGLEMAST ARMEQUAL TO SIGN HEIGHT THE CANTILEVER POLE FOOTING DETAIL AND POLEBASE / BASE PLATE DETAIL SHOWN ON THIS PAGEHAVE BEEN PROVIDED TO SHOW CERTAIN MINIMUMDIMENSIONAL AND INSTALLATION REQUIREMENTS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVETHE CANTILEVER POLES AND THEIR FOUNDATIONSDESIGNED BY A STRUCTURAL ENGINEER LICENSEDIN THE STATE OF VERMONT.SIGN BRACKET DETAILSMINIMUM DIMENSION -EDGE OF BOLT HOLE TOEDGE OF BASE PLATE =ANCHOR BOLTDIAMETERSEEDETAILAT RIGHTBOLT CIRCLEALIGN POLE BASE 90° TO MAST ARMGROUND WIRES SHALLBE CONNECTED TO THEGROUNDING LUGINSIDE THE HANDHOLEACCESS4" X 612" HANDHOLEFRAME WITH COVER (TYP.EACH POLE) - PLACE ONSIDE OF POLE AWAYFROM APPROACHINGTRAFFICNUTS UNDER POLEBASE FOR PLUMBADJUSTMENTTOP OF FOOTING4" GROUTFOOTINGDIAMETER58" Ø U-BOLT138" TYP.CONDUITS TO EXTEND 2"ABOVE BASE GROUT114" Ø x 48"112" Ø x 60"134" x 90"2" x 96"DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontLOGOJUNCTION BOX DETAILNTSCOVER TO BE HELD IN PLACE BY2 (OR 4) STAINLESS STEEL HEXHEAD BOLTS (NOT SHOWN)GASKETED COVER*DIMENSIONS A THRU C AS SHOWN ON THE PLANS(MINIMUM 18" x 12" x 12" OR AS REQUIRED BY THENATIONAL ELECTRIC CODE)FLUSH IN PEDESTRIAN AREAS ORWHERE EXPOSED TO PLOWING ORTRAFFIC. 1" - 2" ABOVE GROUND INOTHER AREASALL JUNCTION BOXES SHALL HAVE EITHER STRAIGHT ORTAPERED SIDES (SMALLER SQUARE OR RECTANGULARDIMENSIONS AT THE TOP). THERE SHALL BE NO OUTWARDPROTRUDING LIPS AT THE TOP OF THE JUNCTION BOX.SHAPE MAY VARY SLIGHTLY WITH MANUFACTURER.36" MIN. UNDER ROAD24" MIN. UNDER CURBOR SIDEWALKBEND RAD. = 6 TIMESCONDUIT I.D. (TYP.)(MIN. 12" R.)6" MIN.(TYP.)A*B*C*36" MIN. UNDER ROAD24" MIN. UNDER CURBOR SIDEWALK\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K5 Cantilever Details.dwg, 10/24/2022 6:17:30 PM Traffic Signal SpecificationsK6CANTILEVER MAST ARM POLE SPECIFICATIONSGENERAL SPECIFICATIONS1.01THIS PROJECT INVOLVES THE INSTALLATION OF NEW TRAFFIC SIGNAL SYSTEMS AT THE NEWKIMBALL AVE / OLD FARM RD AND KIMBALL AVE / IC ROAD INTERSECTIONS IN THE CITY OF SOUTHBURLINGTON. THE NEW TRAFFIC SIGNAL SYSTEMS SHALL OPERATE IN THE COORDINATED MODEWITH THE EXISTING TRAFFIC SIGNAL SYSTEM AT THE INTERSECTION OF KENNEDY DRIVE ANDKIMBALL AVE.1.02ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2018 VERMONT AGENCY OFTRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON'S PUBLIC WORKS STANDARDS ANDTHESE PLANS.1.03TO ENSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE CITY OF SOUTHBURLINGTON PUBLIC WORKS DEPT. 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTING THEPAVEMENT, BEGINNING THE INSTALLATION OF ANY SIGNAL EQUIPMENT, START-UP OF SIGNALOPERATION AND FINAL INSPECTION.1.04THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATIONSOF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL ALSO CONTACT "DIGSAFE" AT 811 ANDOBTAIN A DIGSAFE TICKET PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL VERIFY THEEXACT LOCATIONS OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANYUTILITY, PUBLIC OR PRIVATE, SHOWN HEREON.1.05L&D WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM:FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEYCONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OFTHE PROPOSED IMPROVEMENTS WITHOUT L&D'S PRIOR KNOWLEDGE AND CONSENT, AND/ORFAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS.1.06THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF EXISTINGSTRUCTURES, VEGETATION AND PAVEMENT NECESSARY TO CONSTRUCT THE PROJECT, UNLESSOTHERWISE NOTED ON THE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL,DEBRIS AND TRASH FROM THE SITE ON A DAILY BASIS. ANY SURFACES, LINES OR STRUCTURESWHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THECONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THEBEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRISAND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION.1.07THE SIGNAL SYSTEM SHALL NOT OPERATE WITHOUT THE APPROPRIATE PAVEMENT MARKINGS ANDRELATED SIGNING IN PLACE. THE SIGNAL HEADS SHALL BE COVERED WITH AN OPAQUE COVERINGUNTIL SUCH TIME AS THE SIGNAL SYSTEM IS FUNCTIONAL. AT NO TIME SHALL THE SIGNAL HEADSBE VISIBLE WITHOUT HAVING SOME FORM OF SIGNAL INDICATIONS, I.E. FLASHING OPERATION ORSEQUENCING AS PER PLAN. TRAFFIC SIGNALS INSTALLED AT NEW LOCATIONS SHALL BEACTIVATED ONLY UPON THE APPROVAL OF THE ENGINEER AND AFTER FLASHING FOR A MINIMUMOF 48 HOURS.SIGNAL EQUIPMENT SPECIFICATIONS3.01ALL NEW EQUIPMENT SHALL MEET OR EXCEED 2018 VTRANS STANDARD SPECIFICATIONS 678 & 752,NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARDS AND INTERNATIONALMUNICIPAL SIGNAL ASSOCIATION (IMSA) OR INSTITUTE OF TRANSPORTATION ENGINEERS (ITE)SPECIFICATIONS, WHERE APPLICABLE. INSTALLATION OF SIGNAL EQUIPMENT SHALL BE AS DETAILED ONTHESE PLANS AND THE VTRANS STANDARD DETAILS REFERENCED ON THIS SHEET IN GENERALSPECIFICATIONS.3.02THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH NEW TRAFFIC SIGNAL EQUIPMENT ITEM TOTHE RESIDENT ENGINEER FOR APPROVAL. SHOP DRAWING SUBMITTALS SHALL CONFORM TO VTRANS STD.SPECS.3.03ALL POLE MOUNTED AND MAST ARM MOUNTED SIGNAL HEADS SHALL HAVE POLYCARBONATE SECTIONS ANDLENSES. THE SIGNAL HEADS SHALL HAVE FLAT BLACK HOUSINGS AND VISORS. BLACK LOUVEREDBACKPLATES SHALL BE INSTALLED ON ALL SIGNAL HEADS UNLESS OTHERWISE NOTED. ALL NEW SIGNALHEADS SHALL BE 12" LED. ALL MAST ARM MOUNTED SIGNS AND SIGNAL HEADS SHALL ALSO BE SECUREDWITH SAFETY CABLES.3.04ALL MAST ARM AND PEDESTAL POLES SHALL BE PAINTED FLAT BLACK WITH A POWDER COATING PROCESS.3.05MINIMUM CONDUIT SIZES SHALL BE: 2.5" Ø FOR POWER SERVICES AND 2" Ø FOR ALL OTHER (INCLUDINGSIGNAL WIRING, STREET LIGHTING, LOOP LEAD-INS, INTERCONNECT, ETC.).3.06PEDESTRIAN SIGNALS SHALL INCLUDE ACCESSIBLE PEDESTRIAN ASSEMBLIES AS DEFINED IN THE VTRANSSPECIFICATIONS. PEDESTRIAN INSTRUCTION SIGNS SHALL BE INCLUDED AT ALL PEDESTRIAN PUSH BUTTONLOCATIONS. PEDESTRIAN HEADS SHALL HAVE BLACK HOUSING, COUNTDOWN / SYMBOL TYPE FACES, ANDSHALL BE CLAM-SHELL DIRECT MOUNTED.3.07CONTROLLER/CABINET NOTES:A.THE CITY OF SOUTH BURLINGTON HAS STANDARDIZED ON ECONOLITE TRAFFIC SIGNAL CONTROLLERSAND TRAFFIC SIGNAL CONTROL PRODUCTS. SUBSTITUTES AND "OR EQUALS" WILL NOT BE ACCEPTED.B.THE SIGNAL CONTROLLER SHALL BE ECONOLITE COBALT (NEMA TS2, TYPE 2) WITH A CONNECTEDVEHICLE COPROCESSOR (CVCP) MODULE ENCLOSED IN A GROUND MOUNTED NEMA P44 TRAFFIC SIGNALCONTROL CABINET WITH BASE AND EXTENSION. THE CABINET SHALL BE ORIENTED SO THAT THECABINET DOOR OPENS AWAY FROM TRAFFIC AND SHALL BE PAINTED FLAT BLACK FINISH WITH A POWDERCOATING PROCESS.C.THE DWELL PHASE (PHASE 2/6) SHALL BE USED FOR THE START-UP PHASE FOLLOWING FLASHINGOPERATION.D.SIGNAL TIMINGS SHOWN ON THESE PLANS MAY REQUIRE FINE-TUNING IN THE FIELD BASED ON TRAFFICOBSERVATIONS. FINAL ACCEPTANCE OF THIS PROJECT BY THE CITY WILL BE SUBJECT TO A 30-DAY TESTPERIOD, DURING WHICH ALL ADJUSTMENTS SHALL BE MADE AND EQUIPMENT PROBLEMS CORRECTED BYTHE CONTRACTOR AT NO ADDITIONAL EXPENSE. IF PROBLEMS ARISE DURING THE 30-DAY TEST PERIOD,THE ACCEPTANCE DATE MAY BE EXTENDED.E.UPON COMPLETION OF THE 30-DAY TEST PERIOD, THE CONTRACTOR SHALL PROVIDE TO THE CITY ANDTHE DESIGN ENGINEER UPDATED SIGNAL TIMING PROGRAMMING SHEETS SHOWING ALL MODIFIEDSETTINGS, IF ANY.F. THE CONTROLLER CABINETS SHALL HAVE AN APPROVED EMERGENCY GENERATOR CONNECTION.3.08VEHICLE DETECTION SYSTEM:THE CONTRACTOR SHALL INSTALL A VEHICLE DETECTION SYSTEM (VDS) FOR ALL APPROACHES AND LANESUTILIZING WAVETRONIX SMARTSENSOR MATRIX. THE VDS SHALL INCLUDE:A.RADAR SENSOR AND INTEGRATED PROCESSOR IN ONE COMPACT UNIT.B.ALL MOUNTING HARDWARE.C.COMMUNICATIONS INTERFACE PANEL, DETECTOR PORT MASTER, RADAR SENSOR CABLE, PLUS ALLASSOCIATED EQUIPMENT AND MISCELLANEOUS FITTINGS (INCL. CABINET WIRING).D.ALL LABOR, MATERIAL, EQUIPMENT AND SIGNAL CONTROLLER PROGRAMMING REQUIRED TO COMPLETETHE INSTALLATION AND MAKE THE VDS FULLY OPERATIONAL.E.RADAR SENSORS SHALL BE MOUNTED ON MAST ARMS USING EXTENSION BRACKETS NO LONGER THAN 12INCHES, AND SHALL BE PROGRAMMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS TO ACHIEVE THE DETECTION ZONES AS SHOWN ON THE SIGNAL LAYOUT PLAN.ALL VDS COMPONENTS SHALL BE CURRENT PRODUCTION EQUIPMENT FURNISHED BY THE SAMEMANUFACTURER (FOR SYSTEM OPERATION COMPATIBILITY PURPOSES).3.09COORDINATION:TIME-BASED COORDINATION SHALL BE USED TO COORDINATE THE OPERATION OF THE SIGNALCONTROLLERS AT THE NEW CITY STREET 'B' AND KIMBALL AVE INTERSECTIONS. THE CONTROLLER CLOCKSSHALL BE KEPT IN SYNC BY PROVIDING AND INSTALLING A GPS RECEIVER/CLOCK AT EACH INTERSECTION.THE GPS RECEIVER/CLOCKS SHALL BE MODEL TIMESYNC1-GPS, AS MANUFACTURED BY ELECTROTECHNICSCORP., OR EQUAL. THE WORK TO BE PERFORMED BY THE SIGNAL CONTRACTOR IN THIS CONTRACTINCLUDES MODIFYING THE EXISTING SIGNAL CONTROLLER PROGRAMMING AT THE KIMBALL AVEINTERSECTION SO THAT THE KIMBALL AVE SIGNAL WILL OPERATE IN THE COORDINATED MODE.3.10EMERGENCY VEHICLE / TRANSIT PREEMPTION SYSTEM:THE EMERGENCY VEHICLE / TRANSIT PREEMPTION SYSTEM SHALL BE A LINE-OF-SIGHT SYSTEM USING AVISIBLE STROBE LIGHT EMITTER TRANSMITTING VISIBLE FLASHES OF LIGHT AT A SPECIFIEDFREQUENCY/PATTERN. THE SYSTEM SHALL BE COMPATIBLE WITH OTHER EXISTING EMERGENCY VEHICLE /TRANSIT PREEMPTION SYSTEMS CURRENTLY IN USE IN THE CITY OF SOUTH BURLINGTON. THE SYSTEMSHALL INCLUDE ALL NECESSARY INTERFACE BOARDS AND WIRING; EMTRAC ST-9730 SERIES OPTICALSENSORS; EMTRAC ST-9320 2-CHANNEL OPTICAL PRIORITY DETECTORS; AND WHELEN CONFIRMATIONSTROBES FOR EACH DIRECTION. EMITTERS AND OTHER VEHICLE MOUNTED EQUIPMENT TO BE PURCHASEDSEPARATELY BY THE CITY. ALL EMERGENCY VEHICLE / TRANSIT PREEMPTION SYSTEM COMPONENTS SHALLBE CURRENT PRODUCTION EQUIPMENT FURNISHED BY THE SAME CONTRACTOR (FOR SYSTEM OPERATIONCOMPATIBILITY PURPOSES).FINAL EMERGENCY VEHICLE PREEMPTION SIGNAL TIMINGS TO BE DETERMINED AFTER INSTALLATION WITHINPUT FROM THE SOUTH BURLINGTON FIRE DEPARTMENT3.11ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIES:ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED PER MUTCD REQUIREMENTS.THE PUSH BUTTON FACES ARE TO BE PARALLEL WITH THE CROSSWALK THEY ARE SERVING. THE PUSHBUTTON ARROW SHALL POINT TOWARDS THE CROSSWALK. WHEN TWO PUSH BUTTONS ARE LOCATED ONONE POLE WITH LESS THEN 10 FOOT SEPARATION, THE WALK INDICATION SHALL BE A SPEECH MESSAGE,NOT JUST A TONE.DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington VermontSTREET LIGHTING SPECIFICATIONLED LUMINAIRES SHALL BE HOUSED IN AN ALL ALUMINUMENCLOSURE AND MOUNTED ON A 12 FT LONG LUMINAIRE ARMUSING A 2" HORIZONTAL TENON. THE ARM SHALL BE ORIENTEDAS SHOWN. THE LUMINAIRE SHALL BE OF A MODULAR DESIGN,PHOTOCELL CONTROLLED AND SHALL ACCOMMODATE VARIEDLIGHTING OUTPUT FROM HIGH POWER, WHITE, 4000K, MINIMUM70 CRI, LONG-LIFE LED SOURCES OPERATING AT 525MA.LUMINAIRES SHALL PROVIDE 8,500 INITIAL DELIVERED LUMENSIN AN IESNA TYPE III MEDIUM LIGHT DISTRIBUTION AND HAVE AB3-U0-G3 BUG RATING. LUMINAIRES SHALL BE ASMANUFACTURED BY CREE LIGHTING LEDWAY SERIES, MODELSTR-LWY-3M-HT-06-E-UL-BK-525, OR APPROVED EQUAL.2.01ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STATE OF VERMONT AGENCY OFTRANSPORTATION'S "STANDARD SPECIFICATIONS FOR CONSTRUCTION", DATED 2018.2.02OVERHEAD SIGN/SIGNAL SUPPORTS SHALL CONFORM TO "STANDARD SPECIFICATIONS FORSTRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS", AMERICANASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), DATED 2009 OR ITSLATEST REVISION.2.03ADDITIONAL DESIGN CRITERIA ARE AS FOLLOWS:CONCRETE 28-DAY COMPRESSIVE STRENGTH (f'c) = 3,500 PSI,REINFORCING STEEL MAX. ALLOWABLE STRESS (fs) = 24,000 PSI (GRADE 60),FOOTING SOIL PRESSURE = 3,000 PSF (MAXIMUM),WIND LOAD AND ICE LOAD PER ABOVE REFERENCED AASHTO STANDARDS,FATIGUE DESIGN FOR CATEGORY II MAJOR ROADWAY PER ABOVE REFERENCED AASHTOSTANDARDS.2.04ANCHOR BOLTS - FOUR STAINLESS STEEL ANCHOR BOLTS WITH TWO HEXAGON NUTS, ONEWASHER AND ONE LOCK WASHER PER BOLT SHALL BE FURNISHED WITH EACH POLE. SEESUBSECTION 714.09.2.05FLANGE BOLTS - ALL FLANGE BOLTS AND HEX NUTS SHALL BE HIGH STRENGTH STEEL AND SHALLCONFORM TO ASTM A325. THE FLANGE BOLTS SHALL BE CAPABLE OF RESISTING 133% OF THEFULL DESIGN STRESS OF THE TUBE AT ITS YIELD STRENGTH STRESS.2.06HORIZONTAL AND VERTICAL MEMBERS - STEEL TUBES SHALL BE FORMED AND WELDED WITH ONECONTINUOUS LONGITUDINAL WELD ONLY. AFTER FORMING AND WELDING THEY SHALL BE COLDROLLED TO ENSURE UNIFORMITY OF SIZE AND SMOOTHNESS OF WELD. THEY SHALL HAVE AMINIMUM YIELD STRENGTH OF 55 KSI. THERE SHALL BE NO TRANSVERSE WELDING EXCEPT AT THEFLANGE CONNECTIONS AND POLE BASE PLATES, WHERE THE TUBES SHALL TELESCOPE THEFLANGES AND PLATES AND BE CONTINUOUSLY WELDED BOTH SIDES INSIDE AND OUT TOWITHSTAND THE FULL TRANSFER OF THE BENDING STRENGTH TO THE BOLTS. OPTIONALLY, THEMEMBERS MAY BE A SERIES OF TWO OR THREE DIFFERENT DIAMETER PIPES WELDED TOGETHER.2.07GALVANIZING - ALL STEEL COMPONENTS, EXCEPT CONCRETE REINFORCING AND STAINLESSSTEEL HARDWARE, ARE TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. THE ASSEMBLIESSHALL BE DESIGNED AND FABRICATED TO PERMIT GALVANIZING ON ALL INTERIOR AND EXTERIORSURFACES AND SHALL BE FREE OF POCKETS AND OTHER STRUCTURAL OBSTRUCTIONS THAT WILLNOT PERMIT PROPER DEPOSITION OF ZINC COATING. GALVANIZING SHALL BE IN ACCORDANCEWITH ASTM A123 AND A153.2.08WELDINGA.ALL DESIGN DETAILS, WORKMANSHIP, PROCEDURES AND INSPECTION SHALL CONFORM WITHSUBSECTION 506.10.B.ALL WELDS SHALL BE AT LEAST AS STRONG AS THE MATERIAL(S) BEING WELDED.2.09FOOTINGSA. FOOTINGS SHALL BE DESIGNED IN ACCORDANCE WITH VTRANS MATERIALS & RESEARCHENGINEERING INSTRUCTIONS - GEOTECHNICAL DESIGN PROCEDURES FOR MAST ARM ANDOVERHEAD SIGN SUPPORT FOUNDATIONS, DATED MARCH 9, 2010.B.THE CONTRACTOR SHALL PERFORM A SOIL BORING AT EACH NEW MAST ARM AND/OR SIGNALPOLE LOCATION, AND SHALL PREPARE A PRELIMINARY GEOTECHNICAL REPORT INACCORDANCE WITH SECTION 4.0 OF THE ABOVE REFERENCED VTRANS GEOTECHNICAL DESIGNPROCEDURES.C.FOUNDATIONS SHALL BE DESIGNED TO RESIST LOADS EQUAL TO, OR GREATER THAN, THEMAXIMUM LOADS THAT THE POLE(S) ARE DESIGNED FOR.D. THREE TYPES OF FOUNDATIONS, AS OUTLINED IN AASHTO STANDARD SPECIFICATIONS (SEENOTE 1.02) SECTION 13 SHALL BE ALLOWED:1.DRILLED SHAFTS2.SPREAD FOOTINGS3.PILESE. DRILLED SHAFT FOOTINGS SHALL BE POURED IN DRILLED SHAFTS AGAINST UNDISTURBEDMATERIAL. THE TOP TWO FEET OF SOIL SHALL BE NEGLECTED FOR DESIGN PURPOSES.F. AS AN ALTERNATIVE TO THE DRILLED HOLES, FOOTINGS MAY BE POURED IN EXCAVATED HOLESUSING THE PROPER FORMS, WHICH MUST BE REMOVED. THE EXCAVATED HOLES SHALL BE ATLEAST TWO FEET CLEAR OF THE FOOTING. THE BACKFILL MATERIAL SHALL BE COMPACTED ASDESCRIBED IN SUBSECTION 204.12. DESIGN LIMITS AS FOR AUGURED FOOTINGS APPLY.G. WHEN THE DESIGN DEPTH OF A FOOTING CANNOT BE OBTAINED DUE TO UNFORESEEN FIELDCONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OBTAIN A REVISED FOOTINGDETAIL FROM THE ENGINEER.2.09 (CONT.)H.ANY BACKFILL PLACED ADJACENT TO THE FOOTING SHALL BE GRANULAR MATERIAL MEETINGTHE REQUIREMENTS FOR GRANULAR BACKFILL FOR STRUCTURES, SUBSECTION 704.08.CONCRETE FOR FOOTING SHALL CONFORM TO THE REQUIREMENTS OF CONCRETE, CLASS B,SECTION 501, STRUCTURAL CONCRETE. GROUT MATERIAL SHALL BE NON-SHRINKING MORTARCONFORMING TO SUBSECTION 707.03 (MORTAR TYPE IV).I.THE TRAFFIC SIGNAL CANTILEVER MAST ARM POLES SHALL BE BACKRAKED BEFORE THESIGNALS ARE INSTALLED SO THAT THE POLES WILL BE PLUMB WHEN DEAD LOAD DEFLECTIONDUE TO SIGNAL HEADS OCCURS. THE AMOUNT OF BACKRAKE SHALL BE AS SHOWN ON THEPLANS. SIGNALS/SIGNS SHALL BE MOUNTED AND LEVELED AND POLES SHALL BE BACKRAKEDPRIOR TO PLACING GROUT UNDER POLE BASE.2.10SHOP DRAWINGS (3 COPIES OF EACH OR ELECTRONICALLY IN PDF FORMAT) SHALL BE SUBMITTEDTO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALLINCLUDE THE FOLLOWING INFORMATION:A. DETAILED DRAWING OF EACH COMPONENT OF THE STRUCTURE.B. MATERIAL SPECIFICATIONS FOR EACH COMPONENT OF THE STRUCTURE, EITHER BY COMPLETESPECIFICATION OR REFERENCE TO APPLICABLE ASTM STANDARDS.C. NOTATION OF PROJECT NAME, PROJECT NUMBER, ROUTE NUMBER, AND STRUCTURESTATIONING (TO BE INCLUDED ON EACH SHEET).D. DETAILS FOR LOCATION OF SIGNS/SIGNALS AND ATTACHMENT HARDWARE FOR THE SUPPORTSTRUCTURE.E. ALL ELEVATION AND DIMENSIONS NECESSARY TO PROVIDE A COM PLETE SET OF RECORDPLANS.F. DEAD LOAD DEFLECTION AND CAMBER INFORMATION.G. WELDING DETAILS AND PROCEDURES ARE REQUIRED FOR ALL WELDS. PROCEDURES SHALL BESUBMITTED FOR APPROVAL WITH REFERENCE TO EACH WELD IDENTIFIED ON THE SHOPDRAWINGS. (SEE SUB-SECTION 506.10).2.11EACH OVERHEAD TRAFFIC SIGNAL/SIGN SUPPORT SHALL BE GROUNDED. THE GROUND SHALLCONSIST OF:A) AN INTERNAL GROUND LUG OPPOSITE THE HAND HOLE.B) A #6 (MIN.) SOFT DRAWN COPPER GROUNDING ELECTRODE CONDUCTOR.C) A 5/8" X 8' (MIN.) COPPER CLAD GROUNDING ELECTRODE. THE RESISTANCE TO GROUND SHALLBE 25 OHMS OR LESS. ADDITIONAL GROUNDING ELECTRODES MAY BE REQUIRED (MINIMUMSPACING SHALL BE 6'). WHEN A POWER SERVICE, METER AND DISCONNECT ARE ATTACHED TOA POLE, THERE SHALL BE A CONTINUOUS GROUND WIRE FROM THE METER AND DISCONNECTWHICH MAY RUN INTERNAL TO THE UPRIGHT, THROUGH THE 1/2" FLEXIBLE TUBING IN THECONCRETE BASE TO THE REQUIRED GROUNDING ELECTRODE(S). THE GROUND WIRE FROM THEPOLE GROUNDING LUG, CONTROLLER CABINET AND/OR LUMINAIRE MAY ATTACH TO THISCONTINUOUS GROUNDING ELECTRODE CONDUCTOR FROM THE SERVICE METER ANDDISCONNECT. THE CONTRACTOR SHALL PERFORM A RESISTANCE TO GROUND TEST ON THECONTINUOUS GROUNDING ELECTRODE CONDUCTOR FROM THE SERVICE METER ANDDISCONNECT AND PROVIDE A WRITTEN STATEMENT TO THE AREA ELECTRICAL INSPECTOR THATTHE GROUNDING ELECTRODE CONDUCTOR IS CONTINUOUS FROM THE SERVICE METER ANDDISCONNECT AND THE RESISTANCE TO GROUND IS 25 OHMS OR LESS.2.12THE COST OF SIGNAL/SIGN SUPPORTS, INCLUDING ALL HARDWARE, SIGN BRACKETS, FOOTING ANDLUMINAIRE ARMS SHALL BE INCLUDED IN THE BID PRICE. THESE COMPONENTS SHALL CONFORMTO ALL APPLICABLE PROVISIONS OF SECTIONS 677, 678, AND 679.2.13HORIZONTAL MEMBERS SHALL BE CAMBERED AND THE VERTICAL POLES BACKRAKED (WHEREAPPLICABLE) TO THE ANTICIPATED DEAD LOAD DEFLECTION PLUS THE CAMBER, IF ANY, SPECIFIEDON THE PLANS.2.14AN EQUIVALENT ALTERNATE DESIGN MAY BE SUBSTITUTED FOR THE DETAILS AND MATERIALSSHOWN.2.15THE DETAILS OF DESIGN FOR THE STRUCTURE AND FOOTINGS ARE TO BE SUPPLIED BY THECONTRACTOR AND/OR BY THE MANUFACTURER. THE STRUCTURE SHALL BE DESIGNED TO RESISTTHE MAXIMUM LOADING AS OUTLINED IN THE AASHTO STANDARD SPECIFICATIONS (SEE NOTE 2).ALL DETAILS OF THE STRUCTURE AND THE FOOTING SHALL BE CHECKED AND STAMPED BY ASTRUCTURAL ENGINEER REGISTERED IN THE STATE OF VERMONT PRIOR TO SUBMITTAL OF THESHOP DRAWINGS TO THE ENGINEER.2.16IN ADDITION TO THE SHOP DRAWINGS OUTLINED IN NOTE 2.10, THE CONTRACTOR SHALL SUBMITALL DESIGN CALCULATIONS TO THE RESIDENT ENGINEER SHOWING THE FOLLOWING INFORMATIONFOR EACH OF THE VERTICAL AND HORIZONTAL COMPONENTS OF THE STRUCTURE AND FOOTING:A. THE DESIGN AXIAL AND SHEAR FORCES AND BENDING AND TORSIONAL MOMENTS.B. THE DESIGN AXIAL, BENDING AND SHEAR STRESSES AND THE COMBINED STRESS RATIO.C. VIBRATION AND FATIGUE CALCULATIONS AS SET FORTH IN SECTION 11 OF THE AASHTOPUBLICATION REFERENCED IN NOTE 2.02.D. THE ALLOWABLE AXIAL, BENDING, AND SHEAR STRESSES.E. ITEMS A,B,D - SHALL BE SHOWN FOR EACH OF THE GROUP LOADINGS (I, II, III) AND FOR THEBASIC WIND LOAD APPLIED TO THE TWO CASES OUTLINED IN THE AASHTO STANDARDSPECIFICATIONS (SEE NOTE 2) SECTION 1.2.5 (D) (4).F. FAILURE TO SUPPLY THE PROPER DESIGN INFORMATION SHALL BE CAUSE FOR REJECTION OFTHE STRUCTURE.G. A MINIMUM OF TWO (2) WEEKS SHALL BE REQUIRED FOR REVIEW BY THE RESIDENT AND DESIGNENGINEERS.H. EVERY MEMBER AND CONNECTION IN AN OVERHEAD TRAFFIC SIGNAL SUPPORT SHALL BEDESIGNED TO PROVIDE ADDITIONAL RESIDUAL CAPACITY FOR FUTURE MODIFICATIONSEQUIVALENT TO A 5-SECTION TRAFFIC SIGNAL HEAD WITH A 5 INCH LOUVERED BACKPLATELOCATED ON THE OUTERMOST EXTENT TO THE MAST ARM.2.17THE CONTRACTOR/MANUFACTURER SHALL PROVIDE ALL STRUCTURE AND FOOTING DIMENSIONALDATA.2.18FOR INSTALLATIONS WHERE BOTH "EXISTING" AND "FUTURE" CONDITIONS ARE SHOWN, THESUPPORTS SHALL BE DESIGNED FOR THE MORE SEVERE OF THE TWO LOADING CONDITIONS. THEINFORMATION OUTLINED IN NOTE 2.16 ABOVE SHALL BE PROVIDED FOR BOTH THE LOADINGCONDITIONS.2.19THE TRAFFIC SIGNALS SHALL BE MOUNTED TO THE ARM OR POLE USING A FIXED MOUNT SYSTEMAS SHOWN ON STD DETAIL E-171C. ALL SIGNAL EQUIPMENT AND SIGNS MOUNTED ONCANTILEVERED MAST ARMS SHALL HAVE SAFETY CABLES.2.20BASE PLATES SHALL BE STAMPED WITH THE VERTICAL POLE DIAMETER, HEIGHT, YIELD STRENGTH,GAUGE AND THE HORIZONTAL MEMBER DIAMETER, LENGTH, YIELD STRENGTH, GAUGE.ALTERNATELY, THE INFORMATION MAY BE STAMPED ON A METAL TAG RIVETED TO THE POLE NEARTHE HANDHOLE.THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.EDITS PER DPW REVIEW10/22/22RDVTRANS STANDARD DRAWINGSVTRANS STANDARD DRAWINGS APPLICABLE TO THE TRAFFICSIGNAL WORK DETAILED ON THESE PLANS INCLUDE:·E-170TRAFFIC CONTROL SIGNALS PEDESTAL POST MOUNTED·E-171ATRAFFIC CONTROL SIGNALS GENERAL NOTES & DETAILS·E-171BTRAFFIC CONTROL SIGNALS MISC. DETAILS·E-171CTRAFFIC CONTROL SIGNALS CANTILEVER MOUNTAINDETAILS & PED. PUSH BUTTON ACCESSIBILITY DETAIL·E-173PULLBOXES AND JUNCTION BOXES·E-175POWER DROP STANCHIONS\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K6 Traffic Signal Specs.dwg, 10/24/2022 6:18:21 PM Lane Closure on Two-Lane Road Using FlaggersWORK ZONENTS350'50' - 100'50' - 100'350'Lane Closure on Two-Lane Road withSide Road Using UTO and/or Flaggers50' - 100'50' - 100'350'350'350'350'350'350'350'350'350'350'350'350'350'NOTE:500 FT SHORT-TERM TEMPORARY TRAFFIC CONTROLWORK ZONESEE SHEETS 2 - 5 FOR LONG-TERMSTATIONARY TRAFFIC CONTROL SIGNING350'350'350'350'350'W20-7W3-4W20-4W20-1W20-7W3-4W20-1W20-7W3-4W20-4W20-1UTOADJUST CHANNELIZING DEVICES ASREQUIRED TO ACCOMMODATE VEHICLES,INCLUDING TRUCKS & BUSES, AS WORKPROGRESSES THROUGH THE INTERSECTION.ROADWORKAHEADONE LANEROADAHEADBEPREPAREDTO STOPROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOPROADWORKAHEADONE LANEROADAHEADBEPREPAREDTO STOPROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOPROADWORKAHEADONE LANEROADAHEADBEPREPAREDTO STOPNTSENDROAD WORK G20-2ENDROAD WORKG20-2ENDROAD WORKG20-2W20-4ENDROAD WORK G20-2ENDROAD WORKG20-2W20-7W3-4W20-1W20-4W20-7W3-4W20-4W20-1FLAGGERCHANNELIZING DEVICELEGENDSHORT-TERM TEMPORARYTRAFFIC CONTROL SIGNK7Traffic Control PlanTypical Short-Term Lane ClosuresNOTES:1.THE MUTCD DEFINES SHORT-TERM TEMPORARY TRAFFIC CONTROL MEASURES TO BE USED FOR WORK PERIODS NOT EXCEEDING THREE DAYS.TEMPORARY TRAFFIC CONTROL SIGNS, INCLUDING BUT NOT LIMITED TO "ROAD WORK AHEAD" AND "END ROAD WORK" SIGNS, SHALL BE POSTMOUNTED FOR WORK PERIODS EXCEEDING THREE DAYS.2.ALL SHORT-TERM TEMPORARY TRAFFIC CONTROL SIGNS SHALL BE COVERED OR REMOVED AT THE END OF EACH WORK DAY.3.SHORT-TERM TRAFFIC CONTROL SIGNS SHALL BE RE-POSITIONED AS THE ACTIVE WORK ZONE AND FLAGGER LOCATIONS ADVANCE DURING EACHWORK DAY.4.THE SIDE ROAD LONG-TERM TEMPORARY TRAFFIC CONTROL SIGNS SHOWN ON VTRANS STD. T-10 SHALL BE COVERED AND SHORT-TERMTEMPORARY TRAFFIC CONTROL SIGNS USED AS SHOWN ON THIS SHEET WHEN THE ACTIVE WORK ZONE PASSES THROUGH A SIDE ROADINTERSECTION.5.NO CONSTRUCTION SIGNS SHALL BE INSTALLED AS TO INTERFERE OR OBSTRUCT THE VIEW OF EXISTING TRAFFIC CONTROL DEVICES, STOPPINGSIGHT DISTANCE, AND CORNER SIGHT DISTANCE FROM DRIVES AND TOWN HIGHWAYS.6.TWO FLAGGERS ARE STANDARD; BUT ADDITIONAL FLAGGERS SHALL BE UTILIZED WHEN SIGNIFICANT PRIVATE DRIVES AND/OR BUSINESSES ARELOCATED WITHIN THE WORK ZONE. FLAGGER PROCEDURES SHALL CONFORM TO THE MUTCD.7.UNIFORMED TRAFFIC OFFICERS (UTO) SHALL BE UTILIZED TO DIRECT TRAFFIC AT MAJOR INTERSECTIONS AND AT OTHER LOCATIONS AS NEEDED.FLAGGERS SHALL HOLD TRAFFIC ON EACH INTERSECTION APPROACH AS DIRECTED BY THE UTO. USE CHANNELIZING DEVICES TO DIRECTTURNING VEHICLES TO DESIRED LANE(S).NTSSTA T E OF VERMONTPROFESSIONAL ENG INEER ROG E R J. DICKINSONLICENSEDNo. 3945CivilDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-K7 Short Term Lane Closure.dwg, 10/24/2022 6:19:04 PM Kimball AvenueADFHGOld Farm Road (relocated)#20-30 Kimball AveKimball AvenueOld Farm Rd (existing)HLMNPPPQQPPPNQQPPMQOOOOONEW SIDEWALKNEW SHARED-USE PATHNEW SHARED-USE PATHNEW SHARED-USE PATH75' LEFT -TURN LANE200' ENTRY TAPER75' LEFT -TURN LANE180' ENTRY TAPERRRFBRRFBQOGDO NOT INSTALL UNTIL RRFB IS REMOVEDWITH NEW TRAFFIC SIGNALPotash RoadKimball AvenueDIAGHGHKimball Avenue#70 Kimball AveLMNPNOOOOOPPPPPQQQQ75' LEFT -TURN LANE75' LEFT -TURN LANE180' ENTRY TAPER180' ENTRY TAPER100' RIGHT-TURN LANENEW SHARED-USE PATHNEW SHARED-USE PATHNEW SIDEWALKQPOT1DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.NOTEPAVEMENT MARKINGS AND SIGNS SHOWN HEREON AT THENEW KIMBALL AVE/OLD FARM RD AND KIMBALL AVE/IC ROADINTERSECTIONS ARE FOR STOP-SIGN TRAFFIC CONTROLPRIOR TO INSTALLING TRAFFIC SIGNALS.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPNEW PAVED ROAD OR BIKE PATHNEW SIDEWALKRDETECTABLE WARNING SURFACESPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'-6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)EDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:20:46 PM O'BrienOld Farm RoadO'Brien Farm Road Ext ADADOld Farm RoadKKMLLQQQQFarmRoadMMQARAISED PEDESTRIAN CROSSWALKRAISED PEDESTRIAN CROSSWALK50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)AALLKOld Farm RoadLeo LaneAOld Farm RoadMRRQLMQMabel WayADDMLQPTPP (TYP.)QAQBBRAISED PEDESTRIAN CROSSWALK50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)KKST2DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPNEW PAVED ROAD OR BIKE PATHNEW SIDEWALKRDETECTABLE WARNING SURFACESPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)THIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.9/20/2022REMOVED RRFB, ADDED 4-WAY STOP @ O'BRIEN FARM RDRDEDITS PER DPW REVIEW10/22/22RDSHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGT\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:19:59 PM Old Farm RoadLeo LaneEastview P (TYP.)QQQAQLMADMLQOld Farm RoadADRRFBRRFBMabel Way 50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)Old Farm RoadLeo LaneAMLQP (TYP.)P (TYP.)QQQQQAOld Farm RoadPPBBTST3DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPNEW PAVED ROAD OR BIKE PATHNEW SIDEWALKRDETECTABLE WARNING SURFACESPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:21:37 PM Old Farm RoadMabel Way Daniel D r i v e Eastview Eastview QQAQLMAQLMDDRRKKNEW SPEED HUMP50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)50 LF CENTERLINE MARKINGS ONSIDE STREET APPROACHES (TYP.)AO'Brien Farm Road ExtP (TYP.)TST4DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPNEW PAVED ROAD OR BIKE PATHNEW SIDEWALKRDETECTABLE WARNING SURFACESPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:21:58 PM Barn RdALALMMMP (TYP.)BBBBDaniel Drive Mabel WayMabel WayO'B r i e n F a rm R o a d E x t ABBMabel Way Eastview LanePotash RoadBBRELOCATE THE RRFB'S FROM THEKIMBALL AVE CROSSWALK AT OLD FARMRD TO THIS CROSSWALK ONCE THATINTERSECTION IS SIGNALIZED AND THEI-C ROAD IS EXTENDED TO TILLEY DRT5DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450 www.LDengineering.comDateRevisionBy28-FEB-2022DG/RDK&L / L&DRDN/A19083O'Brien Farm - Eastview South Burlington Vermont1" = 30'Roadway Traffic Signs &Pavement Markings PlanGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.CBASTOP SIGN (R1-1, 30" x 30")PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)ROAD NARROWS SIGN (W5-1, 36" x 36") 24" STOP BAR4" DOTTED WHITE LINELEGENDD25 MPH SPEED LIMIT SIGN (R2-1, 24" x 30")ENO PARKING SIGN (R7-1, 12" x 18")FNO TRUCKS SIGN (R5-2, 24" x 24")GLEFT LANE MUST TURN LEFT SIGN (R3-7, 30" x 30")HLEFT LANE ASSIGNMENT SIGN (VR-922, 30" x 36")IJRIGHT LANE ASSIGNMENT SIGN (VR-922, 30" x 30")KBICYCLE / PEDESTRIAN SIGN (W11-15, 30" x 30")LSPEED HUMP SIGN (W17-1, 30" x 30")MWHITE ARROW OR WORD MARKINGN4" SOLID WHITE LINEODOUBLE 4" SOLID YELLOW LINEQPNEW PAVED ROAD OR BIKE PATHNEW SIDEWALKRDETECTABLE WARNING SURFACESPEED HUMP MARKINGS -12" SOLID WHITE LINES(REF. MUTCD FIG 3B-30)CROSSWALK - 12" SOLID WHITE LINES, 3'6" O.C.RRFBRECTANGULAR RAPID FLASHING BEACONWITH B-B PEDESTRIAN CROSSWALK SIGNS(W11-2, 30" x 30" & W16-7p, 24" x 12", FYG)SHANDICAP PARKING SIIGN (R7-8, 12" x 18" & R7-8p, 18" x 9")HANDICAP SYMBOL MARKINGTEDITS PER DPW REVIEW10/22/22RDTHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.\\tce.local\dfs\Shared\_TCE DRAWINGS\2022\540-O'Brien Eastview\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg, 10/24/2022 5:24:36 PM P:\2019\19083 O'Brien\dwg\19083-O1 Signal Plan.dwg 3/30/2022 14:19:43 1 : 1 HILLSIDE @ O'BRIEN FARM - EASTVIEW KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD OCTOBER 21, 2022 Ke n n e d y D r i v e Hinesburg RoadOld Farm Road Kimball Avenue Williston RoadSOUTH BURLINGTON, VERMONT 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C13 C16 C17 C18 C15 C16.1 C5.1 C8.1 C2.1 C18.2 C18.1 C19 C7.1 Tilley DriveEldredge Str e e t C6.1 50' Wetland Setbac k Wetland A T y p e I I I 50' We t land Se tb ac k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III Existing Lot 1 Area = 8.9 acres "Lancaster" Area = 5.0 acres "Stonington" Existing Lot 2 Existing Lot 3 Open Land Area = 2.0 acresExist ing Pond # 1 Existin g P o n d # 2 Existing P o n d # 3 LIMIT OF EASTVIEW TR1 TP5TR1 TP4TR1 TP3TR1 TP2TR1 TP1TR7 TP2TR 7 T P 1 TR5 TP2TR5 TP1TR3 TP2TR3 TP1TR4 TP2TR4 TP1TR6 TP3TR6 TP2TR6 TP1TR2 TP1TR2 TP2TR2 TP3TR2 TP4HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: X-3 EXISTING CONDITIONS PLAN BUSINESS PARK NORTH LOT 4 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Business Park North Lot 4 2.4 ac Vermont Association for the Blind & Visually Impaired Existing shared access Business Park North Lots 3& 4 Existing shared access easement Business Park North Lots 3 & 4 EASTVIEW 20' easement for the benefit of the City of South Burlington for Future Trail. TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: X-4 Overall Existing Conditions Plan -Trees Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW LIMIT OF EASTVIEW L=192.93'R=167.00L=613.88'R=980.00'L=198.84'R=770.00'N84°46'43"E46.00'S64°10'28"W46.00'N81°18'41"E31.00'N08°41'19"W42.00'S81°18'41"W46.00'N35°11'04"W16.91'S40°15'45"WC-C1SC-C1NC-C2WC-C2EC-C3C-D1WC-D1EC-D2WC-D2EC-D3WC-D3EC-D4C-F1WC-F1EC-F2Lot 6Proposed ParkArea = 3.04 acTWO B RO TH E R S D R I V E Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERS TB2-NROW2E Lot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6 0 ' 60'60' 60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 172.48 acLot 162.69 acLot 202.13 acLot 210.50 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 280.46 acLot 332.38 acLot 324.80 acLot 35Lot 18 1.17 acLot 19 0.75 acOLD FARM ROAD (relocated)L=219.05'R=433.00'L=169.37'R=103.93'R=105.0'L=169.67'R=979.0'L=160.98'R=1029.0'L=169.20'L=193.16'R=337.00'DANIEL DRIVE Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet PL-2"Easement Plan" foreasement information.50' ROW ROW N50 ° 3 6 ' 3 8 " W 176. 2 4 'N2 3 ° 5 6 ' 3 3 "W 6 7 . 7 7 'N31°14'47"W115.20'N 3 1 ° 1 4 ' 4 7 " W 1 1 5 . 2 0 ' N4 5 ° 0 1 ' 0 5 " W 124 . 7 4 ' S4 4 ° 2 0 ' 1 8 " E 10 5 . 1 7 'Lot 230.12 acLot 360.66 acLot 490.54 acN82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N56°52'42"E55.33'N11°57'15"W77.28'N77°17'27"W38.64'N04°32'27"E211.41'N13°51'11"E191.41'N04°23'01"E70.58'60'N39°56'04"E253.14'N40°15'45"E141.38'65.4'S11°22'19"W300.02'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'50'N05°13'17"W31.00'DRIVES77°36'40"E107.19'N32°23'46"W45.77'S60°05'32"Wchord 1.22'L=1.22'R=130.00'N02°41'02"Wchord 66.87'L=68.08R=103.93'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'S51°49'35"E20.36'N4 4 ° 2 0 ' 1 8 " W 105 . 2 0 'S04°22'20"W29.39'N04°22'20"E73.35'N40°15'45"E251.76'N08°44'38"E457.62'S80°37'24"W48.39'N85°53'24"W16.77'N72°58'05"W64.04'S33°08'56"W5.00'S49°44'15"E10.59'N05°51'00"Wchord 39.56'L=44.15'R=27.50'344.88'S08°41'18"E291.92'N39°32'39"Echord 35.04'L=35.04'R=1659.99'N38°04'35"Echord 50.00'L=50.00'R=1659.99'N35°10'52"Echord 117.74'L=117.76'R=1659.99'N07°37'09"W139.06'N85°53'26"W254.96'S08°41'18"E243.56'N08°41'18"W151.56'N75°30'12"Wchord 115.15'L=117.72'R=162.00'S75°42'39"Echord 155.06'L=158.39'R=222.00'S14°56'24"W46.88'N14°56'24"E46.88'S08°41'18"E72.40'N08°41'18"W72.40'N25°49'35"W19.00'S25°49'32"E111.00'S83°40'45"W53.96'S88°36'15"Wchord 39.55'L=39.54'R=230.00'S55°30'51"Wchord 81.85'L=90.07'R=60.00'N83°58'29"Wchord 20.03'L=20.04'R=230.00'S12°30'26"W239.82'N12°30'26"E239.82'S11°20'40"W675.39'N85°53'26"W119.09'N05°13'17"W168.82'S05°13'17"E260.82'S35°11'04"E16.91'N82°40'51"E chord 65.51'L=66.35', R=120.00'S88°53'59"E chord 43.91'L=44.04', R=170.00'N83°40'45"E4.61'N27°38'56"Echord 62.69'L=63.43'R=120.00'N49°35'10"E595.78'N39°03'08"Wchord 81.58'L=82.05'R=220.00'S41°51'32"Echord 76.76'L=77.00'R=280.00'S31°10'25"Echord 27.42'L=27.43'R=280.00'S36°21'09"Echord 61.13'L=61.33'R=220.00'N36°21'09"Wchord 77.80'L=78.05'R=280.00'N45°37'44"E250.78'N45°37'44"E60.00'N45°37'44"E258.76'N45°37'44"E156.67'N49°35'10"E107.28'S22°19'03"Wchord 603.89'N22°19'03"Echord 566.92'N18°34'09"Wchord 197.17'N50°42'27"Echord 182.38'S43°04'58"Wchord 211.44'L=219.94'R=227.00'N49 ° 4 4 ' 1 5 " W 90.7 4 'S40°15'31"W130.21'N24°40'54"Wchord 84.70'L=87.46'R=100.00'N08°39'17"Echord 28.81'L=28.91'R=100.00'S39°07'11"Wchord3.99'L=3.99'R=100.00'S04°44'15"Echord 56.57'L=56.57'R=40.00'141.38'N30°13'27"Echord 71.47'L=71.83'R=205.00'N23°27'25"Echord 83.85'L=85.06'R=145.00'N18°56'47"Echord 76.66'L=77.25'R=180.00'S13°25'07"Wchord 48.31'L=48.43'R=205.00'S21°04'56"W308.15'N30°04'25"E355.27'S18°56'47"Wchord 51.11'L=51.50'R=120.00'S14°28'35"W132.68'L=134.59'R=230.00'N05°06'35"Echord 213.73'L=214.33'R=830.00'N14°28'35"Echord 98.07'L=99.48'R=170.00'S05°06'35"Wchord 198.28'N02°17'17"W40.50'S02°17'17"E40.50'S06°19'15"E56.24'S40°25'51"W129.67'N40°15'45"E122.52'N2 1 ° 5 6 ' 5 6 "W 1 4 0 . 7 8 ' S75°00'36"E 83.40'N18°47'00"E306.64'N06°52'33"E60.66'S14°54'51"W44.06'S04°58'50"E324.19'S12°23'20"W191.04'S04°32'24"W233.92'S13°51'53"W311.80'S07°30'50"W334.38'N06°59'30"W371.47 'N05°05'46"E143.93'N84°46'43"E31.00'N05°13'17"W42.00'S84°46'43"W46.00'N64°10'28"E31.00'N25°49'32"W42.00'N25°49'32"W31.00'N64°10'28"E46.00'N08°41'19"W31.00'N81°18'41"E46.00'S06°43'32"W232.01'S54° 2 5 ' 1 4 " E 97.3 2 'S40°10'24"W244.60'S49 ° 4 4 ' 1 5 " E 121. 6 2 ' N49 ° 4 4 ' 1 5 " W N40°15'34"E130.21'S49 ° 4 4 ' 1 5 " E 90. 7 4 'N02°24'36"W47.68'N06°19'15"W56.24'L=576.30'R=920.00'N23°19'06"E106.18'N23°19'06"E39.74'N80°59'51"W60.50'N80°59'51"W11.19'L=210.91'R=167.00N51°49'35"W20.44'N33°08'56"E99.35'55.03'S81°28'43"E47.75'N81°28'43"W47.75'N31°14'28"E50.20'S31°14'28"W50.20'S06°39'06"W123.57'N06°39'06"E123.57'S49 ° 4 4 ' 1 5 " E 78.9 2 ' S49 ° 4 4 ' 1 5 " E 84.5 7 'S33°44'47"E38.50'S81°18'51"W237.79'N51°50'56"W34.81'S81°18'51"W376.24'S02°24'36"E47.68'N 2 8 ° 2 2 ' 0 1 "W 5 1 . 4 3 ' S 2 8 ° 2 2 ' 0 1 " E 9 7 . 1 0 'S74°23'52"WS42°50'36"WN88°31'33"W217.90'N59°49'09"E188.09'N59°49'09"E184.35'N59°49'09"E48.86'N35°40'13"E265.01'156.62'S 3 2 ° 2 3 ' 4 4 " E 12 2 . 0 1 ' S53 ° 0 6 ' 1 2 " E 55.5 8 ' S 2 8 ° 1 5 ' 0 1 " E 9 3 . 8 8 ' S54° 2 5 ' 1 5 " E 227. 6 8 'N36°53'48"E208.83'N36°53'48"E154.08'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 160.80'N09°08'27"Echord 169.01'N82°50'58"W197.56'N22°24'13"Echord 216.73'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'S27°27'23"Wchord 36.52'L=36.72'R=100.00'N09°11'49"Echord 59.76'L=59.83'R=338.10'N010°18'41"Echord 96.33'L=96.50'R=479.00'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'378.92'S53° 0 6 ' 1 2 " E 98.8 1 ' S53 ° 0 6 ' 1 2 " E 98.8 1 'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"EN21°49'07"Echord 190.94'N36°53'48"E123.49'N07°00'57"E110.00'N07°00'57"EN83°03'58"W156.69'N57°00'01"Wchord 118.65'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N78°37'41"WN07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'S78°37'41"ES83°51'45"W125.95'S77°20'40"E265.00'S78°01'35"E259.36'703.05'414. 2 1 'S05°51'36"W361.91'(DH3 to IP107)86.54'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'N50°02'22"Echord 146.08'L=146.80'R=430.00'S50°02'22"Wchord 125.70'L=126.32'R=370.00'353.04'164. 4 4 ' S54° 2 5 ' 1 5 " E N40°08'56"EN40°08'56"ELot 5Lot 5Lot 5Lot 5O'BRIEN FARMROADSee Table of Curve Data.See Table of Curve Data.See Table of Curve Data. (LEONE to O-IP15) (O-IP15 to LEOSE )66' 72' (OFR 5 t o R O W P T 2 S ) 66'MABEL WAYMABEL WAY OLD FARM ROADN59°49'09"E45.12'S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.S54° 2 5 ' 1 5 " E S32°23'41"E29.59'S54°25'15"E13.09'N36°27'25"E227.70'S54° 0 2 ' 1 9 " E 104. 7 6 'N35°57'41"E125.76'S83°52'10"E 65.20'N19°42'53"E85.11'N19°42'53"E52.75'N70°17'07"W 70.58' S53° 5 4 ' 1 2 " E 125. 6 3 'N36°05'48"E118.70'S53° 5 4 ' 1 2 " E 61.4 1 'S36°26'43"W36.12'N53° 3 3 ' 1 7 " W 75.7 5 'N36°53'48"E113.16'S69°40'41"Wchord 42.11'L=42.30'R=130.00'N53°46'36"W21.69'S77°03'07"Echord 105.54'L=108.67'R=130.00'S54 ° 0 2 ' 1 9 " E 159. 3 8 ' S54° 0 2 ' 1 9 " E 132. 1 8 'N36°53'48"E21.01'N49°20'26"W6.01'N36°53'48"E140.84'S52 ° 1 6 ' 2 6 " E 61.6 1 'S48°00'02"Echord 58.70'Lot 58 0.76 acS82°05'22"E58.05'S07°19'32"Wchord 8.84'L=8.84'R=433.0'LAURENTIDE LANELEDGE WAYSPLIT ROCK COURTSEE SHEET PL-2SEE SHEET PL-2 K IM B A L L A V EN U E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 280.46 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.70 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 0.75 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B R I EN FA RM ROAD E A S T L=219.05'R=433.00'L=169.37'R=105.0'R=1029.0'L=169.20'L=193.16'R=337.00'L= 3 8 1 . 0 8 ' R= 9 0 6 . 8 7 'N60°54'38"E98.44'BARN ROADLot 47 OpenSpace 12.61 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acChordChordS82°10'44"W38.03'ChordN37°04'15"E298.91'N34°08'31"E390.86'ChordPOTASH ROADArea = 2.47 acDANIEL DRIVE Lot 230.12 acLot 301.37 acLot 360.66 acLot 490.54 acS07°55'21"W108.61'N82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N56°52'42"E55.33'N11°57'15"W77.28'S59°33'01"W82.70'N77°17'27"W38.64'N04°32'27"E211.41'191.41'70.58'60' 65.4'S11°22'19"W300.02'60'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S01°24'58"E20.76'S88°41'07"W106.89'N88°41'07"E106.98'S81°04'00"E97.85'S81°04'00"E115.64'L =116.2 6',R=325.00'L=9 8.37',R=275.00'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'N12°35'24"E660.46'N12°35'24"E375.46'S77°13'38"E554.62'N12°58'45"E34.87'N46°32'59"E30.04'S4 6 ° 2 3 ' 1 6 " E 407 . 9 0 ' N4 6 ° 2 3 ' 1 6 " W 378 . 8 3 'N55°41'39"E119.84'S77°13'46"E554.29'L=400.23',R=532.00'N12°35'24"E262.22'N55°41'39"E67.96'S45°49'11"W320.48'N45°49'11"E325.72'N46°32'59"E414.41'S48 ° 5 4 ' 2 6 " E 142. 9 1 'S43°13'53"W93.60'S01°13'57"E115.41' S48 ° 4 3 ' 5 1 " E 218 . 0 3 'S26°02'09"W357.65'S23°35'51"W349.79'N46°23'16"W428.47'S07°35'14"E281.50' N 3 4 ° 1 8 ' 2 1 " W 17 2 . 7 4 'N45°39'56"E253.74'S4 3 ° 2 6 ' 5 7 " E 70 2 . 4 3 'L=708.59', R=1549.00'Ch o r d Curve (PT1N to 0BN1)S30°15'25"E7.02'50'50'N 3 0 ° 3 4 ' 0 0 "W 3 7 . 3 9 'S30°34'00"E39.99'S08°44'48 "E81.07 'S06°31'20 "E245.93 'S59°25'29"W53.52'S11°21'45"W38.04'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'N85°53'24"W16.77'N85°53'26"W119.09'S06°43'32"W232.01'S54° 2 5 ' 1 5 " E 227. 6 8 'N36°53'48"E208.83'N36°53'48"E154.08'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 169.01'N22°24'13"Echord 216.73'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'S53 ° 0 6 ' 1 2 " E 98.8 1 ' S53° 0 6 ' 1 2 " E 98.8 1 ' N 3 0 ° 3 4 ' 0 0 " W 3 6 4 . 6 6 'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"E80.22'N59°26'00"E81.91'N21°49'07"Echord 190.94'N36°53'48"E123.49'S 3 0 ° 3 4 ' 0 0 " E 1 2 5 . 9 4 'N36°53'48"E231.69'S 3 0 ° 2 0 ' 3 9 " E 2 7 2 . 6 6 ' S 3 0 ° 2 0 ' 3 9 " E 2 7 8 . 8 9 ' S 3 0 ° 2 0 ' 3 9 " E 47 7 . 4 4 'L=116.78'R=60.00'Curve DataL=115.45'R=60.00'S26°17'57"Echord 73.33'L=78.89'R=60.00'N07°00'57"E110.00'N07°00'57"ES89°14'41"W148.66'N 3 0 ° 5 5 ' 5 6 " W 9 2 . 1 4 'N83°03'58"W156.69'N57°00'01"Wchord 118.65'L=112.84'R=135.00'N18°58'50"Wchord 92.89'L=93.58'R=225.00'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N12°00'00"Wchord 113.56'L=115.65'R=175.00'181.11'N2 0 ° 5 3 ' 2 4 "W 49 . 3 2 'N78°37'41"W400.00'N07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'N 3 0 ° 5 5 ' 5 6 "W 9 2 . 1 4 'N06°58'44"Wchord 156.27'L=157.82'R=325.00'N06°50'20"Wchord 89.28'L=89.93'R=175.00'N11°22'19"E271.31'S78°37'41"E400.00'S00°12'51"Echord 90.54'L=90.80'R=350.00'N11°22'19"E28.71'N11°22'51"E237.39'S82°10'44"WS12°37'31"W510.28'S78°00'50"E140.18'N06°55'56"E181.11'N06°55'56"ES00°21'17"Echord 54.99'L=55.12'R=225.00'S83°05'47"E149.59'S06°55'56"W177.11'S11°22'51"W230.21'S01°27'04"E180.34'S11°44'36"W146.03'N06°58'44"Wchord 132.23'L=133.54'R=275.00'N2 0 ° 5 3 '2 4 "W49. 32 'N04°45'17"Wchord 125.06'L=126.73'R=125.00'N01°51'17"Wchord 99.04'L=99.49'R=300.00'587.42'S83°00'08"W91.40'323.70'S07°29'10"E564.93 'S83°00'08"W1491.36' (0-IP8 to 0-IP7)Chord: N57°48'04"E67.85'Curve: L=67.86'R=1559.0'N33°26'45"E10.00'N52°38'28"Wchord 211.41'L=211.57'R=1549.00'50.31'S83°51'45"W125.95'S77°20'40"E265.00'N78°45'48"Echord 141.76'S13°27'25"W133.33'S01°24'58"E71.20'186.14'S82°10'44"W172.98'L=145.95',R=175.00'N54°52'15"E23.03'S36°31'05"E35.73'S06°01'13"Wchord 32.36'CurveL=32.45'R=125.00'S78°01'35"E259.36'N64°50'06"E76.25'N24°23'19"E90.56'S78°55'17"E107.55'S12°03'56"W61.59'S54°52'15"W78.96'S78°45'48"Wchord 101.26'S33°28'06"Wchord 91.26'L=93.39'R=125.00'L=104.25',R=125.00'S07°38'46"E65.08'S02°12'35"Wchord 59.91'L=60.24'R=175.00'S12°03'56"W16.83'N13°27'25"E133.33'N01°24'58"W155.40'N34°33'42"Echord 121.48.'L=130.75'R=175.00'N54°52'15"E5.92'N36°31'05"W34.52'N11°31'50"Wchord 105.61'L=109.03'R=125.00'N06°01'13"Echord 19.41'L=19.47'R=75.00'N07°38'46"W65.08'N02°12'35"Echord 77.03'L=77.41'R=225.00'349.05' (0-IP7 to 37S-NEW)420.91'176.77'310.01'151.06'414. 2 1 'N02°12'35"Echord 77.03'L=77.41'R=225.00'199.88'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'67.93'87.73'353.04'N12°58'45"E670.23'N44°42'248"Wchord 217.27'L=217.45'R=1549.00'N39°29'50"Wchord 64.21'L=64.22'R=1549.00'N34°19'37"Wchord 215.17'L=215.35'R=1549.00'1 0 3 6 . 0 2 ' (R O W P T 1 S t o R O W P C 2 S )N41°12'40"Wchord 290.86'L=292.12'R=906.87'N52°25'48"Wchord 63.01'L=63.02'R=906.87'ChordS34°39'49"E 38.58'Curve L=38.61', R=270.00'164. 4 4 ' S54° 2 5 ' 1 5 " E (LEONE to O-IP15) (O-IP15 to LEOSE )50'50'64' 66' 72' (OFR 5 t o R O W P T 2 S ) 66'N50°45'25"Echord 91.57'L=91.68'R=532.00'N50°45'25"Wchord 80.55'L=80.65'R=468.00'N15°31'07"Echord 47.80'L=47.84'R=468.00'64 'N55°41'39"E16.08'S55°41'39"W233.08'60'S83°00'08"WS83°00'08"Wchord 63.36'S11°31'50"ECurve L=65.42'R=75.00'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 acN45°39'56"E390.74'S3 8 ° 0 7 ' 5 1 " E 21 6 . 3 6 ' S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 520.55 acLot 530.52 acLot 540.46 acLot 551.15 acLot 511.86 acLot 561.15 acLot 571.15 acS54° 2 5 ' 1 5 " E 125.76'S53 ° 5 4 ' 1 2 " E 125. 6 3 'N36°05'48"E118.70'S53° 5 4 ' 1 2 " E 61.4 1 'S36°26'43"W36.12'N53° 3 3 ' 1 7 " W 75.7 5 'N36°53'48"E113.16'L=42.30'R=130.00'N53°46'36"W21.69'S77°03'07"Echord 105.54'L=108.67'R=130.00'S54° 0 2 ' 1 9 " E 159. 3 8 ' S54° 0 2 ' 1 9 " E 132. 1 8 'N36°53'48"E21.01'N49°20'26"W6.01'S54°25'15"E9.00'N36°53'48"E140.84'S52° 1 6 ' 2 6 " E 61.6 1 ' S4 5 ° 0 6 ' 1 1 " E 117 . 4 4 'S47°22'40"W113.37'S48°00'02"Echord 58.70'L=58.78'R=330.00'S36°43'56"Echord 70.89'L=71.0'R=330.00'S59°51'13"W113.65'S 3 0 ° 3 5 ' 4 1 " E 1 8 1 . 1 7 ' S45 ° 0 6 ' 1 1 " E 41. 0 7 ' N53 ° 2 2 ' 1 2 " W 149. 8 1 ' N52° 0 7 ' 2 0 " W 134. 4 0 ' N52 ° 0 7 ' 2 0 " W 69.6 8 ' N 3 0 ° 0 8 ' 4 7 "W 11 9 . 3 9 'N59°51'13"E169.60'N59°51'13"E29.99'N37°02'27"E173.36'N31°09'45"Wchord 25.94'L=25.97'R=906.87'S59°51'13"W135.12'N30°08'47"W47.37'N 3 0 ° 3 4 ' 0 0 "W 15 8 . 8 4 ' S 3 0 ° 3 5 ' 4 1 " E 1 5 7 . 6 7 'S59°23'12"W143.72'N 3 0 ° 3 4 ' 0 0 "W 1 3 9 . 3 6 'S59°47'37"W143.79'S 3 0 ° 3 5 ' 4 1 " E 1 4 0 . 3 8 ' S 3 0 ° 0 8 ' 4 7 " E 3 3 8 . 6 4 'S36°08'55"W181.31'S 3 0 ° 3 5 ' 4 1 " E 1 6 0 . 8 6 ' N49 ° 5 8 ' 1 1 " W 99.2 0 'N36°08'55"E148.63'S36°08'55"W35.77'S82°21'51"W67.48'N34°06'15"W44.24'N78°28'50"W17.75'Lot 58 0.76 acS82°05'22"E58.05'S07°19'32"Wchord 8.84'L=8.84'R=433.0'SEE SHEET PL-1SEE SHEET PL-1 Ex. Permanent slope rights forthe benefit of City of SouthBurlingtonEx. Stormwater easement forthe benefit of the City of SouthBurlingtonEx. 20' wide access easement for thebenefit of the City of South BurlingtonOpen Space & StormwaterEasement = 3.0 acresEx. Stormwater easement forthe benefit of the City ofSouth Burlington.Ex. 10' wide utility easement toGreen Mountain PowerLimit of open spaceeasementLimit of Open SpaceEasementNew 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.Ex. 10' easement for GreenMountain Power.New 10' easement forGreen Mountain Power.Ex. 20' utility easement for thebenefit of the City of SouthBurlington.Lot 6Proposed ParkArea = 3.04 acTWO B RO TH E R S D R I V E Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERSLot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6 0 ' 60'60' 60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 172.48 acLot 162.69 acLot 202.13 acLot 210.50 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 332.38 acLot 18 1.17 acLot 19 0.75 acOLD FARM ROAD (relocated)Ex. Sidewalk and utilityeasement30' wide Access and Utilityeasement for pedestrianconnectivity and contiguousgreen space for the benefit ofthe City of South Burlington.DANIEL DRIVE 30' wide easement forpedestrian connectivity andcontiguous green space for thebenefit of the City of SouthBurlington.50' ROW ROWLot 360.66 acLot 490.54 ac60' 65.4'50'DRIVE Lot 5Lot 5Lot 5Lot 5O'BRIEN FARMROAD66' 66'MABEL WAYOLD FARM ROADNew 20' utility easement forthe benefit of the City ofSouth Burlington.20' wide Access and Utility easements, forpedestrian connectivity and contiguousgreen space, and utility installation for thebenefit of the City of South Burlington.New 10' wide utility easementto Green Mountain PowerNew 30' wide Accessand Utility easementfor the benefit of theCity of SouthBurlington..New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementNew 10' wide utility easementto Green Mountain Power20' wide access andutility easement for thebenefit of the City ofSouth Burlington.New 20' utility easement forthe benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Lot 58 0.76 acNew Utility Easement for the benefit of Green Mountain PowerNew Utility Easement for the benefit of the City of South BurlingtonNew Open Space EasementNew Access & Utility Easement K IM B A L L A V EN U E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 220.35 acLot 241.25 acLot 251.27 acLot 261.32 acLot 270.74 acLot 280.46 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.70 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 0.75 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B R I EN FA RM ROAD E A S TBARN ROADLot 47 OpenSpace 12.61 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acPOTASH ROADDANIEL DRIVE Lot 230.12 acLot 301.37 acLot 360.66 acLot 490.54 ac60' 65.4'60'50'50'50'50'64' 66' 72' 66' 64 '60'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 ac20' wide Access and Utility easements, forpedestrian connectivity and contiguousgreen space, and utility installation for thebenefit of the City of South Burlington.New 10' wide utility easementto Green Mountain PowerNew Access and Utilityeasement for the benefit ofthe City of South Burlington.New 20' utility easement forthe benefit of the City ofSouth Burlington.New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide utility easement forthe benefit of the City of SouthBurlington.Utility and Access easementsfor the benefit of the City ofSouth Burlington.New utility easement for thebenefit of the City of SouthBurlington.20' wide Access and utilityeasement for the benefit of theCity of South BurlingtonNew 30' wide Accessand Utility easementfor the benefit of theCity of SouthBurlington..New 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain PowerNew 10' wide utility easementto Green Mountain Power20' wide access andutility easement for thebenefit of the City ofSouth Burlington.South Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New 30' wide Access andUtility easement for thebenefit of the City of SouthBurlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New PedestrianAccess easement forthe benefit of the Cityof South Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.Stormwater utility easementfor the benefit of the City ofSouth Burlington.New Utility andAccess easementfor the benefit of theCity of SouthBurlingtonLot 520.55 acLot 530.52 acLot 540.46 acLot 551.15 acLot 511.86 acLot 561.15 acLot 571.15 acLot 58 0.76 acPedestrian easement for the benefit of theCity of South Burlington.New Access easement forthe benefit of the City ofSouth Burlington.New 20' Accesseasement for thebenefit of the City ofSouth Burlington.SEE SHEET E-1SEE SHEET E-1New Utility Easement for the benefit of Green Mountain PowerNew Utility Easement for the benefit of the City of South BurlingtonNew Open Space EasementNew Access & Utility Easement LEO LANEOLD FARM ROADMABEL WAY16-116-216-316-416-716-616-516-816-916-1016-1116-1216-1316-1420-132-132-232-332-432-532-632-732-1332-1432-1531-131-531-231-331-431-620-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-2632-832-932-1032-1132-1216-1516-1616-1716-1816-19City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 162.69 acLot 202.13 acLot 324.80 acLot 16 Common Element1.69 acLot 20 Common Element 0.92 acLot 32 Common Element3.03 ac OLD FARM ROADO' B R I EN FA RM ROAD EA S T MABEL WAY32-132-232-332-432-532-632-732-1332-1432-1532-1632-1732-1832-1932-2032-2132-2232-2331-131-531-731-931-1431-1531-1631-1739-139-239-339-439-539-639-731-231-331-431-631-831-1031-1131-1231-1331-1831-1931-2031-2131-2231-2331-2431-2531-2632-832-932-1032-1132-1232-2432-2524-124-224-324-4City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 324.80 acLot 241.25 acLot 230.12 acLot 312.39 acLot 393.54 acLot 32 Common Element3.03 acLot 24CommonElement1.05 acLot 31CommonElement1.44 acLot 39 Common Element2.52 ac OLD FARM ROADMABEL WAYBARN ROADDANIEL DRIVE MABEL WAY OLD FARM ROAD34-134-339-839-939-1039-1138-138-238-338-438-534-234-434-935-135-335-435-535-635-735-835-935-1034-634-734-835-1235-1335-1435-1537-237-337-437-537-635-1635-1735-1837-135-1134-1036-136-236-336-436-534-5Lot 332.38 acLot 352.38 acLot 360.66 acLot 371.10 acLot 381.55 acLot 393.54 acLot 34 Common Element0.77 acLot 341.30 acLot 35CommonElement1.53 acLot 36CommonElement0.47 acLot 37CommonElement0.79 acLot 38 Common Element1.09 acLot 39 Common Element2.52 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III New Trash/Recylcing New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New Trash/Recylcing New Trash/Recylcing NewBikeRack New co n c r e t e retainin gwall New SM hRim 342. 4Inv. in 328 . 4 6Inv. out 32 8 . 3 6 New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to buil d i n g . C o n n e c t to Phas e 1 s t u b . Coordiant e w i t h mecha n i c a l p l a n s . Convert 8 " P V C S D R 35 sanitar y s e w e r installed in P h a s e 1 t o building se r v i c e . Coordi n a t e w i t h mechanic a l p l a n s . New stre e tlight (typ. ) New Mai l Buildin g a n d Trash/ Re c y l c i n g New BikeRack New Bik eRack New BikeRack 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2TR2 TP3TR2 TP4 New ga t evalve, c a p ,stub, thr u s tblock, an dwitness for 8 " water m a i n . NewHydrantassembly New 8 " w a t e r stub wit h c a p , trhust bl o c k a n d witness NewHydrantassemb l y New 8" x 8 " x 8 " tee, thrust b l o c k and ga t e v a l v e . Relocate h y d r a n t o u t of sidew a l k . New 6"tapping sle e v e and val v e . 4"6" 4" 6" 6"4" 4"6" New 15" HDP E s = 0.07 6 15" HDPE s=0. 089 15" HDPE s=0 . 052 New 15" H D P Es=0.069 New 18" H D P E s = 0 . 0 0 5 Gravel W e t l a n d # 1 C e l l # 2 55' x 2 0 'Elev. 32 6 . 5 Gravel W e t l a n d # 1 C e l l # 1 55' x 20'Elev. 326 . 5 Gravel W e t l a n d # 2 C e l l # 2 121' x 32 ' Elev. 3 3 1 . 0 New 1 5 " H D P E s = 0 . 0 2 1 Gravel W e t l a n d # 2 C e l l # 1 121' x 3 2 'Elev. 33 1 . 0 New 12" HDP Es=0.01 New 15" HDPE s=0.0 6 8 New 12 " HD PE s=0.01 8 New 15" H DP Es=0.005 New 15" HDPEs=0.055 New 15" H D P E s = 0 . 0 4 2 New 1 5 " H D P E s=0.073 New 15" HDPEs=0.083 New 15" H D P E s=0.01 New 15" HDPE s=0.086 New 1 5" H DP E s= 0 .0 3 9 New 12" HDPE s=0 . 06 New 12" H D P E s = 0 . 0 1 New 15" H D P E s = 0 . 0 1 New 18" HDPE s = 0 . 0 2 8 New 1 8" HD PE s = 0. 1 2 New 1 8 " H D P E s = 0 . 0 9 6 New 18" H D P E s = 0 . 0 3 3 New 15" H D P E s = 0 . 0 1 New 1 5 " H D P E s=0.01 New 1 5 " HD PE s = 0 .0 1 New 1 5" H DP E s =0 . 05 4 New 15" H D P E s = 0 . 0 2 New 15" H DP E s = 0. 0 5 2 New 1 5" HDPE s=0 .04 3 New 1 5 " HD P E s = 0 . 02 1 New 12 " HDPE s=0 . 057 New 15"HDPE s=0.0 1 New 15" HDPE s=0 . 0 1 New 18" H D P E New 18"HDPEs=0.029 New 12 " H D P E s = 0 . 0 0 5 New 15" HD P E s = 0 . 0 5 2 New 15" H D P E s = 0. 0 3 2 New 15" H D P E s = 0 . 0 2 2 New 15" H D P E s = 0 . 0 2 6 Convert C B # 5 8 to solid c o v e r Convert C B # 5 5 to solid c o v e rCore and b o o tNew Inv. i n 351.65 New 15 " H D P E s = 0. 0 1 1 New 15 " H D P E s=0.033 New 15" H D P E s = 0 . 0 0 6 New 15" HDP E s = 0 . 0 1 New 15" HDPE s=0.043 New 12 " H DP E s = 0 . 0 3 New 12" HD P E New 12" HDPE s=0.03 New 12" H D P E s = 0 . 0 57 New 12" H D P E s = 0. 0 9 7 New 15" HDP E s = 0. 0 9 1 New EndSectionInv. 325.8 Newemerge n c yspillway New E n d S e c t i o n Inv. 32 6 . 7 5 New OutletStructu r e B .See detai l .Newemergenc yspillway New Outle t Structu r e C .See detail.Newstoneberm New End S e c t i o n Inv. 329.5 New rip r a psplash pa d New rip r a pdispersal p a d New EndSection Inv. 326. 7 5 New CBRim 358.2Inv. in 3 5 3 . 2 5 Inv. out 3 5 3 . 1 5 New C BRim 358. 2IInv. out 3 5 3 . 4 5 New CBRim 367 . 0 5Inv. in 362 . 8 Inv. out 3 6 2 . 7 New CBRim 36 7 . 5Inv. in 362 . 6 Inv. out 3 6 2 . 5 New CBRim 371. 0 Inv. in 3 6 6 . 2 5 Inv. out 36 6 . 1 5 New CBRim 370 . 7 Inv. in 3 6 5 . 9 5 Inv. out 36 5 . 8 5 New C BRim 375 . 1Inv. in 37 0 . 3 5Inv. out 3 7 0 . 2 5 New CBRim 378. 0Inv. in 373 . 2 5 Inv. ou t 3 7 3 . 1 5 New CBRim 378. 1IInv. out 3 7 3 . 6 New CBRim 367.3Inv. in 361 . 4 2 Inv. ou t 3 6 1 . 3 3 Inv. ud 3 6 4 . 3 New 18" E n d Sectio n Inv. 33 2 . 0 New rip r a pdispers a l pad New CBRim 348. 2 5Inv. in 34 3 . 2 5Inv. out 343 . 1 5 New C BRim 351 . 2Inv. in 34 5 . 9 2Inv. out 34 5 . 8 2 New C BRim 353. 1Inv. in 34 6 . 9Inv. out 34 6 . 8 New CBRim 35 3 . 7 0Inv. in 34 7 . 9 Inv. out 3 4 7 . 8 New CBRim 353.7Inv. in 348. 2 5 Inv. ou t 3 4 8 . 1 5 New C BRim 353. 8Inv. in 34 9 . 0 5Inv. out 3 4 8 . 9 5 New CBRim 360. 4Inv. in 355. 6 5 Inv. ou t 3 5 5 . 5 5 New CBRim 363.05Inv. in 3 5 8 . 3Inv. out 3 5 8 . 2 New CBRim 364.5Inv. out 3 6 0 . 0 New CBRim 355.1 5Inv. in 349 . 7 8 Inv. ou t 3 4 9 . 6 8 New C BRim 359.8Inv. in 35 4 . 4 8 Inv. ou t 3 5 4 . 3 8 New CBRim 3 6 4 . 6Inv. in 358. 8 4 Inv. out 3 5 8 . 7 4 New CBRim 359. 5 5Inv. out 35 5 . 0 5 New CBRim 35 6 . 7Inv. in 351. 9 5 Inv. out 3 5 1 . 8 5 New C BRim 359.55Inv. out 35 5 . 0 5 New C BRim 365 . 7 5Inv. out 3 6 1 . 2 5 New 10 "PVC RoofDrain New 10"PVC RoofDrain New CBRim 372. 8Inv. in 367 . 9 1Inv. out 36 7 . 8 1 Inv. ud 3 6 8 . 6 6 New CBRim 372.9Inv. out 3 6 8 . 1 5 Inv. ud 3 6 8 . 9 New CBRim 37 0 . 9Inv. in 3 6 6 . 1 5Inv. out 3 6 6 . 0 5Inv. ud 36 6 . 9 New CBRim 370.9Inv. in 36 5 . 9 Inv. ou t 3 6 5 . 8 Inv. ud 3 6 6 . 6 5 CB#61Rim 362. 1 3Inv. in 35 7 . 3 8Inv. out 35 7 . 2 8 Inv. u d 3 5 8 . 1 3 CB#63Rim 35 2 . 8 4Inv. in 346. 5 1 Inv. out 3 4 8 . 0 9 4' deep s u m p CB#64Rim 353. 0 5 Inv. out 3 4 6 . 5 1 4' deep su m p . CB#65ARim 34 5 . 6 8Inv. in 340. 9 3 Inv. out 3 4 0 . 3 5 4' deep s u m p CB#66ARim 346 . 3 Inv. in 3 4 0 . 3 5Inv. out 3 4 1 . 6 Use 4' de e p s u m p CB#65Rim 339.60Inv. out 33 3 . 8 54' deep su m p CB#66Rim 339. 6 0 Inv. in 3 3 4 . 8 5 Inv. out 33 3 . 8 5(infiltrati o n ) Inv. out 3 3 5 . 3 5 4' deep s u m p . CB#67Rim 333 . 2 7Inv. in 327. 7 7 Inv.ud 3 2 9 . 2 7 Inv. out 32 9 . 0 2 Use 4' dee p s u m p . CB#68Rim 333.10Inv. in 328.3 5 Inv. out 3 2 7 . 7 7 Inv. ud 3 2 9 . 1 04' deep su m p . Infiltratio n T r e n c h 6 3 Use (1) 30' l o n g x 1 8 " dia. per f o r a t e d H P D E pipes be d d e d i n s t o n e . Inv. 346.5 1 Infiltration T r e n c h 6 5 ( 1 ) 24' long x 1 8 " d i a . perfora t e d H P D E p i p e s bedded i n s t o n e . I n v . 3 3 3 . 8 5 Infiltratio n T r e n c h 6 7 U s e ( 1 ) 3 5 ' long x 15" d i a . p e r f o r a t e d H P D E pipes bedde d i n s t o n e . S e e d e t a i l . Inv. 327. 7 7 Infiltra t i o n T r e n c h 6 5 A Use 1 24' l o n g x 1 5 " d i a . perforat e d H P D E p i p e bedded i n s t o n e . Inv. 340.3 5 New CBRim 363.1Inv. in 359. 4 Inv. out 3 5 9 . 3 New CBRim 374.9Inv. in 370 . 4 Inv. out 3 7 0 . 3 New CBRim 36 7 . 2 Inv. out 3 6 2 . 4 5 Inv. ud 3 6 3 . 2 New CBRim 364.3 3Inv. in 359. 5 8 Inv. ou t 3 5 9 . 4 8 Inv. ud 3 6 0 . 3 3 New CBRim 36 2 . 3 3Inv. out 3 5 7 . 5 8 Inv. ud 3 5 8 . 3 3 New C BRim 357 . 7Inv. in 35 2 . 9 5Inv. out 35 2 . 8 5 Inv. ud 3 5 3 . 7 New C BRim 358.4Inv. out 3 5 4 . 4 New C BRim 35 7 . 7Inv. in 35 2 . 9 5Inv. out 3 5 2 . 8 5Inv. ud 353. 7 New C BRim 338.9Inv. in 33 3 . 9Inv. out 33 3 . 8 New C BRim 339.5Inv. in 3 3 4 . 5Inv. out 33 4 . 4 New CBRim 355.2 0 Inv. in 3 5 0 . 4 5 Inv. out 3 5 0 . 3 5 New CBRim 361.25Inv. in 3 5 6 . 5Inv. out 3 5 6 . 4 New CBRim 36 3 . 1Inv. out 3 5 9 . 6 New CBRim 352.1Inv. in 348. 2 5 Inv. out 3 4 8 . 1 5 Inv. out347.0 New CBRim 347.25Inv. in 3 3 7 . 9 6 Inv. out 3 3 7 . 8 6 NewDMhRim 350.0Inv. in 3 4 5 . 7 5Inv. out 3 4 5 . 6 5 New CBRim 344.4Inv. in 3 3 9 . 9Inv. out 3 3 9 . 8 Future G r a v e l Wetlan d New CBRim 35 2 . 0 Inv. ou t 3 4 8 . 0 New 10"PVC Roo f Drain New E n dSection Inv. 332.5 New rip r a pdispersal p a d New 10"PVC Ro o f Drain New En dSectio n Inv. 332.5 New rip r a pdispersal p a d New EndSection Inv. 33 2 . 5 New riprapdispersal pad New D M hRim 343. 2 5Inv. in 33 6 . 4Inv. out 33 6 . 3 New 10"PVC R o o f Drain New 10"PVC Roo fDrain.s=0.01 m i n . New 15"HDPEs=0.061 NewD M hRim 349. 6Inv. in 3 4 3 . 4 5Inv. out 34 3 . 3 5 New 10" P V C R o o f Drain. Co o r d i n a t e with mech a n i c a l p l a n s (typica l a l l r o o f d r a i n s ) New 10"PVC Roo fDrain 2, New 1 0 " P V C Roof Drai n s New 10"PVC RoofDrainNew 15" HDP E s = 0 .082 New CBRim 366. 2 5Inv. in 361. 8 Inv. out 3 6 1 . 7 New CBRim 3 6 6 . 2 5Inv. in 36 2 . 0Inv. out 36 1 . 9 New C BRim 367 . 2Inv. out 3 6 3 . 2 New CBRim 36 8 . 4Inv. in 3 6 2 . 8 2 Inv. out 3 6 2 . 7 2 New CBRim 372. 5Inv. in 367 . 7 5Inv. out 36 7 . 6 5 New C BRim 372. 8Inv. out 3 6 8 . 3 New C BRim 371.0Inv. in 36 6 . 2 5 Inv. out 3 6 6 . 1 5 New C BRim 370 . 0Inv. in 36 5 . 2 5Inv. out 3 6 5 . 1 5 New CBRim 375.2 5 Inv. in 3 7 0 . 5Inv. out 3 7 0 . 4 New C BRim 375.5Inv. out 37 1 . 0 New 10"PVC RoofDrainNew 12" HDPEs=0.019 New 12" HD P E s=0.014 New 1 5 " H D P E s = 0 . 1 1 5 New 12 " HDPEs=0.012 New 15" HDPEs=0.053 New 15 " H DP E s=0.0 2 1 New 15 " H D PE s=0.07 New 15" H D P E s =0 . 0 05 New 15" H D PE s=0.01 New 15" H D P E s=0.01 New 6" PV C S D R 3 5 s a n i t a r y sewer s e r v i c e t o b u i l d i n g . s=14"/ft min. New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordinat e w i t h mechanica l p l a n s . New 6" P V C S D R 3 5 sanitary s e w e r s e r v i c e to buildin g . s =14"/ft min. Coor d i n a t e w i t h mecha n i c a l p l a n s . New SMHRim 35 8 . 9Inv. in 3 5 1 . 2Inv. out 3 5 1 . 1Contracto r s h a l l v e r i f y p i p e i n v e r t prior to or d e r i n g m a n h o l e New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordina t e w i t h mechanica l p l a n s . HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: PH-1 OVERALL PHASING PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Leo Lane Phase 2 Open Space, Park Amenity, and Playground Phase 12 Relocated Old Farm Road Phase 8 O'Brien Farm Road extension to new Old Farm Road Phase 10 Existing Old Farm Road improvements & Village Green Phase 6 Potash Road Phase 14 Old Farm Road/Kimball Avenue Intersection Traffic Light Phase 13 Open Space amenity, IC Trail Phase 16 Mabel Way north Phase 5 Daniel Drive, Barn Road, and south Mabel Way Phase 3 Potash Road/Kimball Avenue Intersection Traffic Light Phase 15 O'Brien Farm Road cul-de-sac Phase 9 Barn Improvements Village Green Phase 7 Open Space, Park Amenity Phase 11 EASTVIEW Soil Stockpile and Fill Area Phase 4 Potash road and Construction Staging Area Phase 1 Old Farm Road Sidewalk to VT 116 Phase 17 Kimball Avenue Recreation Path Phase 18 LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 3 2 -1632-1732-1832-1932-2032-2132-2232-2332- 24 31-1 31-5 31 - 7 3 1 - 9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1 OVERALL SITE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac Lot 19 Open Space 0.75 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-24 31-1 31-5 31 - 7 3 1 - 9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL Airport Appro a c h C o n e Airport Appr o a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 58 0.76 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1 OVERALL SITE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac Lot 19 Open Space 0.75 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-24 31-1 31-5 31 - 7 3 1 - 9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL Airport Appro a c h C o n e Airport Appr o a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 58 0.76 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New SM hRim 342.4Inv. in 328 . 4 6Inv. out 32 8 . 3 6 New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to buil d i n g . C o n n e c t to Phas e 1 s t u b . Coordian t e w i t h mechan i c a l p l a n s . Convert 8 " P V C S D R 35 sanitar y s e w e r installed in P h a s e 1 t o building se r v i c e . Coordi n a t e w i t h mechanic a l p l a n s . 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2TR2 TP3TR2 TP4 New 6" PV C S D R 3 5 s a n i t a r y sewer s e r v i c e t o b u i l d i n g . s=14"/ft min. New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordina t e w i t h mechanica l p l a n s . New 6" P V C S D R 3 5 sanitary s e w e r s e r v i c e to buildin g . s = 14"/ft min. Coord i n a t e w i t h mecha n i c a l p l a n s . New SMHRim 35 8 . 9Inv. in 3 5 1 . 2Inv. out 3 5 1 . 1Contracto r s h a l l v e r i f y p i p e i n v e r t prior to or d e r i n g m a n h o l e New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordinat e w i t h mechanica l p l a n s . HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1.1 OVERALL ZONING PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-2 4 31-1 31-5 31 - 7 3 1 - 9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 31 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Airport Appro a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac New SMh Rim 417.43 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.28 Inv. in 413.58 Inv. out 413.48New 12" D.I. water mainNew CB Rim 417.20 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.20 Inv. fd 407.8 Inv. out 406.55 New CB Rim 419.05 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB Rim 419.05 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 1.17 ac 16-1 16-2 16-3 16-4 20-1 20-2 20-3 20-4 20-5 20-6 20-7 Lot 16 2.81 ac Lot 20 2.13 ac New 4" PVC SDR 35 sanitary service. s=1 4"/ft. min. Typical all units. FUTURE ATHLETIC FIELD and/or ACTIVE USE AREA New 8" PVC Sewer s=0.01 PCG 418.5 PCG 417.6 PCG 417.4 PCG 416.7 PCG 419.4PCG 420.0 8' paved multi-use path 9 Parking spaces New 15"HDPENew 15" HDPENew 15" HDPE s=0.01 New 12"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" gate valves New 12" CL 52 D.I. water main New Hydrant assembly New 34" k copper water service and curb stop. Typical all units. New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 12"tee with valve & thrust block New 12" gate valve New 45° bends with thrust blocks HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN - LEO LANE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 5 8.8 ac EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2.1 SITE PLAN - LEO LANE & Multi-Use Path Connection Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New 5' paved strip to be installed adjacent to existing 5' concrete walk to provide 10' total width. New 5' paved strip to be installed adjacent to existing 5' concrete walk to provide 10' total width. New 10' wide paved access ramps Remove existing curb cut and sidewalk ramp New SMh Rim 408.43 Inv. in 402.73 Inv. out 402.63 New SMh Rim 414.72 Inv. in 409.02 Inv. out 408.92 New SMh Rim 417.43 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB Rim 411.27 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 411.27 Inv. fd. 399.1 Inv. out 397.85 New CB Rim 414.84 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB Rim 414.84 Inv. fd 404.1 Inv. out 402.85 New CB Rim 417.20 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.20 Inv. fd 407.8 Inv. out 406.55 Lot 16 2.81 ac Lot 20 2.13 ac 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 32-1 32-2 32-3 32-4 32-5 32-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 32 4.80 ac New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. G1 G2 G3 G4 G5 G6 New 8" PVC Sewer s=0.022 New 8" PVC S e w e r s = 0 . 0 1 2 New 8" PVC Sew e r s = 0 . 0 1 2 PCG 416.7 PCG 415.6 PCG 414.2 PCG 412.1 PCG 410.8 PCG 409.5 PCG 408.4 PCG 406.7 PCG 404.5 PCG 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 8' paved mul t i - u s e p a t h 11 Parking spaces New 15" HDPENew 15"HDPENew 15"HDPENew 18" HDPE s=0.19 New 15" HDPE s=0.025 New 15" HDP E s = 0 . 1 8 New 12" HDPE New 12" HDP E New Hydrant assembly New Hydrant assembly New 12" CL 52 D.I. water main New Hydrant assembly New 12" D.I. CL 5 2 w a t e r m a i n New 34" k copper water service and curb stop. Typical all units. New 12" gate valves New 12"tee with valve & thrust block New 45° bends with thrust blocks PCG 416.5 PCG 416.7 PCG 416.4 PCG 416.4 PCG 416.2 PCG 415.6 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE PLAN - LEO LANE and Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 399.9 Inv. in 394.2 Inv. out 394.1 New SMh Rim 402.8 Inv. in 393.5 Inv. out 393.4 New SMh Rim 408.43 Inv. in 402.73 Inv. out 402.63 New 8" PVC SDR 35 Connect to Phase 1 stub. Verify elevation prior to laying pipe New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23 New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 16-12 16-13 16-14 32-13 32-14 31-1 31-2 20-21 20-22 20-23 20-24 20-25 20-26 Lot 16 2.81 ac Lot 20 2.13 ac Lot 31 2.38 ac New SMh Rim 389.2 Inv. in 383.5 Inv. out 383.4 New SMh Rim 395.25 Inv. in 386.6 Inv. out 386.5 New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. PARK SPACE Lot 11 1.2 ac 32-8 32-9 32-10 32-11 32-12 16-15 16-16 16-17 16-18 16-19New 8" PVC Sewers=0.076New 8" PV C S e w e r s=0.01New 8" PVC Se w e r s=0.045 New 8" PVC S e w e r s = 0 . 0 5 2 New 8" PVC Se w e r s = 0 . 0 1 6 New 8 " P V C S e w e r s=0.0 5 6 New 8" PVC Sewer s=0.046N e w 8 " P V C S e w e r s= 0 . 1 0New 8" PVC Sewer s=0.034±PCG 404.5 PCG 402.6 PCG 400.5 PCG 407.0 PCG 409.5 PCG 404.517 Parking spaces 2 Parking spaces 8' paved multi-u s e p a t h 8' paved multi-u s e p a t h Raised crosswalkNew 15" HDPENew 15" H D P E s=0.083 Ne w 1 5 " H D P E s=0 . 0 1 New 1 5 " H D P E s = 0 . 0 5 2 Ne w C B Ri m 3 6 7 . 2 Inv . o u t 3 6 3 . 2 Ne w C B Ri m 3 6 8 . 4 Inv . i n 3 6 2 . 8 2 Inv . o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 2 . 8 Inv . o u t 3 6 8 . 3 Ri m 3 7 5 . 5 In v . o u t 3 7 1 . 0New 12" HDPEs=0.019New 1 2 " H D P E s=0.0 1 4New 1 5 " HD P E s = 0 . 1 1 5 Ne w 1 5 " H D P E s=0. 0 1 me c h a n i c a l p l a n s . G15 G16 G17 G18 G19 PCG 398.1 PC G 3 9 7 . 7 PCG 398 .5PCG 400.8PCG 401.4PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.9 PCG 410.9 PCG 410.7 PCG 410.7 PC G 4 1 0 . 2 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8" PVC Se w e r s = 0 . 0 2 5 Lot 19 Open Space 0.75 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4 SITE PLAN - LEO LANE, OLD FARM ROAD, MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 New SMh Rim 378.95 Inv. in 372.75 Inv. out 372.65 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New End Section Inv. out 377.5 Forebay New Outlet Structure 3. See detail. New rip rap dispersal pad New berm with stone weir overflow New stone overflow New CB Rim 375.2 Inv. in 370.25 Inv. out 370.15 New CB Rim 375.2 Inv. out 370.45 New DMh Rim 388.0 Inv. in 379.3 Inv. out 379.2 1.2 ac Lot 21 0.50 ac Lot 24 1.25 ac Lot 19 Open Space 1.51 ac New 12" PVC cross pipe between cells New24" PVC vertical inlet pipe New CB Rim 390.5 Inv. in 385.55 Inv. out 385.45 New CB Rim 390.5 Inv. out 385.75 New CB Rim 379.62 Inv. in 374.67 Inv. out 375.57 New CB Rim 379.62 Inv. out 374.87 New CB Rim 372.00 Inv. in 367.05 Inv. out 366.95 New CB Rim 372.0 Inv. out 367.25 New CB Rim 371.4 Inv. out 366.65 New CB Rim 370.50 Inv. in 365.75 Inv. out 365.65 New CB Rim 370.50 Inv. in 365.25 Inv. out 365.15 New CB Rim 371.33 Inv. in 366.58 Inv. out 366.48 New CB Rim 367.05 Inv. in 362.1 Inv. out 362.0 New CB Rim 367.05 Inv. out 362.30 New CB Rim 353.0 Inv. in 348.05 Inv. out 347.95 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New CB Lot 28 0.46 ac New 8" PVC Sewer s=0.08 New 8" PVC Sewer s=0.026New 8 " P V C S e w e r s = 0 . 0 6 9 New 8 " P V C S e w e r s = 0 . 0 5 6 8' paved multi-u s e p a t h 10' p a v e d m u l t i - u s e p a t h10' concrete multi-use path Gravel Wetland #3 Cell#1 4,170 s.f. Elev. 374.0 Ne w 1 5 " H D P E New 15" HDPENew 1 5 " H D P E New 15" HDP E s = 0 . 0 7 4 New 15" HDPENew 1 5 " H D P ENew 15"HDPENew 15" HDPENew 15"HDPEGravel Wetland #3 Cell#2 3,510 s.f. Elev. 374.0 New 2 4 " H D P E s=0.0 3 0 New 15"HDPENew 15 "HDPENew 15" HDPE New 15"HDPENew 1 8 " H D P E New DMh Rim 368.8 Inv. in 363.3 Inv. out 363.2 s=0.07 1 New 8" x 8" x 8" tee with thrust block and valve New 8" gate valves New 8"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New Hydrant assembly New 8" C900 PVC water main New 1 5 " H D P E Raised crosswalk 24-1 24-2 24-3 24-4 New 8 " C L 5 2 D . I . W a t e r m a i n New Hydrant assembly New 45° bends with thrust blocks New DMh Rim 382.25 Inv. in 377.5 Inv. out 377.4 New End Section Inv. out 376.5 Gravel Wetland #6A Cell#1 2,670 s.f. Elev. 376.0 Gravel Wetland #6A Cell#2 980 s.f. Elev. 376.0 Forebay New stone berm New Outlet Structure 6A. See detail. New berm with stone weir overflow New rip rap dispersal pad Ne w 1 5 " H D P E s = 0 . 0 1 4 New 1 8" HDPE s= 0 .06 2 Lot 22 0.35 ac Lot 23 0.12 ac 12' wide stabilized grass maintenance drive 12' wide stabilized grass maintenance drive 12' wide stabilized grass maintenance drive Ne w g a t e val v e , c a p , stu b , t h r u s t blo c k , a n d wit n e s s f o r 8 " wat e r m a i n . Ne w Hy d r a n t ass e m b l y Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s sNew 1 5 " HDPE s= 0 . 0 2 1 New 15" HDP E s=0.01 Ne w C B Ri m 3 7 2 . 8 Inv . i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv . u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 In v . u d 3 6 8 . 9 Ne w C B Ri m 3 7 0 . 9 Inv . i n 3 6 6 . 1 5 Inv . o u t 3 6 6 . 0 5 Inv . u d 3 6 6 . 9 Ne w C B Ri m 3 7 1 . 0 Inv . i n 3 6 6 . 2 5 Inv . o u t 3 6 6 . 1 5 Ne w C B Ri m 3 7 0 . 0 Inv . i n 3 6 5 . 2 5 Inv . o u t 3 6 5 . 1 5 Ne w C B Ri m 3 7 5 . 2 5 Inv . i n 3 7 0 . 5 Inv . o u t 3 7 0 . 4 Ne w C B Ri m 3 7 5 . 5 Inv . o u t 3 7 1 . 0 New 12" HDPEs=0.012New 15" HDPE s=0.053 New 15" HDPEs=0.021 New SMh Rim 380.5 Inv. in 374.83 Inv. out 374.73 New 8" PVC Sewer s=0.02PCG 384.8 PCG 384.0 PCG 384.0 PCG 383.8 G1 G2 G3 G4 New rip rap dispersal pad Convert from D.I. to C900 PVC water main. Provide all necessary fittings.New 8" C900 PVC water mainConvert from D.I. to C900 PVC water main. Provide all necessary fittings. New 24" PVC vertical inlet pipe New 24" PVC vertical inlet pipe New 24" PVC vertical inlet pipe New 12" PVC cross pipe between cells New 24" PVC vertical inlet pipes New 24" PVC vertical inlet pipes Lot 58 0.76 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-5 SITE PLAN - Old Farm Road and O'Brien Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C5.1 for Pipe Run from Gravel Wetland #3 to Outfall Ne w M a i l Bu i l d i n g a n d Tr a s h / R e c y l c i n g Lot 17 2.48 ac Forebay New DMh Rim 358.3 Inv. in 352.8 Inv. out 352.7 New DMh Rim 349.0 Inv. in 343.5 Inv. out 343.4 New DMh Rim 338.0 Inv. in 333.42 Inv. out 333.32 New 18" H D P E s=0.0 3 9 New 18" HDPE s=0.066Ne w 1 8 " H D P E s= 0 . 0 5 1 Gr a v e l W e t l a n d # 2 C e l l # 2 N ew 1 5 " H D P E s = 0 . 0 1 New 15" HDPE s=0 .0 1 New 15" HDPE s=0.054Ne w 1 5 " H D P E s = 0 . 0 2 New 15" HDP E s = 0 . 0 4 3 New 12" HDPE s=0 .03 New 1 2 " H D P E s=0.0 3 Ne w C B Ri m 3 5 3 . 7 0 Inv . i n 3 4 7 . 9 Ne w C B Ri m 3 5 3 . 7 Inv . i n 3 4 8 . 2 5 Inv . o u t 3 4 8 . 1 5 Ne w C B Ri m 3 5 3 . 8 In v . i n 3 4 9 . 0 5 Inv . o u t 3 4 8 . 9 5 Ne w C B Ri m 3 6 0 . 4 Inv . i n 3 5 5 . 6 5 Inv . o u t 3 5 5 . 5 5 Ne w C B Ri m 3 6 3 . 0 5 Inv . i n 3 5 8 . 3 Inv . o u t 3 5 8 . 2 Ne w C B Ri m 3 6 4 . 5 Inv . o u t 3 6 0 . 0 Ne w C B Ri m 3 6 1 . 2 5 Inv . i n 3 5 6 . 5 Inv . o u t 3 5 6 . 4 Inv . o u t 347 . 0 Fu t u r e G r a v e l We t l a n d Ne w C B Ri m 3 5 2 . 0 Inv . o u t 3 4 8 . 0 Ne w r i p r a p dis p e r s a l p a d Ne w E n d Sec t i o n In v . 3 3 2 . 5 Ne w r i p rap dis p e r s a l pa d Ne w D M h Ri m 3 4 3 . 2 5 Inv . i n 3 3 6 . 4 Inv . o u t 3 3 6 . 3 Ne w 1 0 " PV C R o o f Dr a i n Ne w 1 0 " PV C R o o f Dr a i n . s= 0 . 0 1 m i n . Ne w 1 5 " HD P E s=0 . 0 6 1 New DMh Rim 338.0 Inv. in 333.42 Inv. out 333.32 New End Section Inv. out 329.1 Ne w 2 4 " H D P E s=0 . 0 1 5 Gr a v e l W e t l a n d # 2 C e l l # 2 12 1 ' x 3 2 ' Ele v . 3 3 1 . 0 Gr a v e l W e t l a n d # 2 C e l l # 1 12 1 ' x 3 2 ' Ele v . 3 3 1 . 0 N e w 1 8 " H D P E Ne w em e r g e n c y spi l l w a y Ne w O u t l e t Str u c t u r e C . See d e t a i l . Ne w E n d S e c t i o n In v . 3 2 9 . 5 Ne w C B Ri m 3 5 1 . 2 In v . i n 3 4 5 . 9 2 Inv . o u t 3 4 5 . 8 2 4' d e e p s u m p . Ne w 1 0 " PV C R o o f Dr a i n Ne w E n d Sec t i o n In v . 3 3 2 . 5 Ne w r i p r a p dis p e r s a l p a d Ne w 1 0 " PV C R o o f Dr a i n Ne w E n d Se c t i o n In v . 3 3 2 . 5 Ne w r i p r a p dis p e r s a l p a d Ne w E n d Se c t i o n In v . 3 3 2 . 5 Ne w r i p ra p dis p e r s a l pa d HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-5.1 SITE PLAN - Gravel Wetland #3 Stormwater Outlet Pipe Run Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C5.0 for Gravel Wetland #3SEE RIGHTSEE LEFT New SMh Rim 407.30 Inv. in 401.6 Inv. out 401.5 New SMh Rim 411.4 Inv. in 405.7 Inv. out 405.6 Inv. in 404.12 Inv. out 404.02 New CB Rim 408.26 Inv. out 402.35 New CB Rim 378.45 Inv. in 372.90 Inv. out 372.80 Inv. fd 374.05 Lot 31 2.39 ac 32-15 31-5 31-7 31-9 31-14 31-15 31-16 31-17 31-6 31-8 31-10 31-1131-12 New CB Rim 411.6 Inv. out 407.6 New SMh Rim 375.9 Inv. in 369.95 Inv. out 369.85 New CB Rim 375.2 Inv. out 370.45 New CB Rim 377.2 Inv. in 372.20 Inv. out 372.10 Inv. fd 373.45 New CB Rim 377.2 Inv. out 372.45 31-13 New CB Rim 387.0 Inv. out 382.20 Inv ud 382.7 New SMh Rim 378.75 Inv. in 371.64 Inv. out 371.54 New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 378.45 Inv. out 373.7 New DMh Rim 380.22 Inv. in 374.1 Inv. out 374.0 Inv. fd 375.35 New CB Rim 379.3 Inv. out 375.05 31-18 31-19 31-20 31-21 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 379.66 Inv. out 374.87 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 31-22 31-23 31-24 31-25 31-26 New 8" P V C Se wer s=0.031 New 8" P V C Se wer s=0.0075 New 8" P V C Se wer s=0.0075PCG 408.8PCG 408.6 PCG 4 06. 8 PCG 4 0 4 . 1 Access route for C1-LR lots New CB Rim 389.0 Inv. out 384.20 Inv ud 384.7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2Ne w 1 5 " H D P E N ew 1 5 "HDP E New 15 " H D P E Ne w 1 5 " H D P E New 15" H DP E New 15" H DP E N ew 1 5 "HD PE N e w 1 2 " H D P E New 12" HDPE New 8" C900 PVC water main New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" x 8" x 8" tee with thrust block New 45° bends with thrust blocks N e w 1 5 " H D P E New 8" x 8" x 8" tee with thrust block and valve New DMh Rim 374.0 Inv. in 366.77 Inv. out 366.67 New DMh Rim 375.0 Inv. in 370.0 Inv. out 369.9 New DMh Rim 366.5 Inv. in 358.47 Inv. out 358.37New 1 8" HDPE s=0 .062 New 18" H D PE s=0.01 N ew 1 8 " H D P E s = 0 . 0 5 0 New 18" H D P E s =0.015 PCG 412.4PCG 385.0PCG 385.5PCG 386.0PCG 386. 9 PCG 387.8PCG 387.1PCG 387.3New 45° bends with thrust blocks New 45° bends with thrust blocks Access route for C1-LR lots 12' wide stabilized grass maintenance drive Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.45 ac Lot 55 1.63 ac New c o n c r e t e w a l k HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6 SITE PLAN - O'Brien Farm Road East Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 374.5 Inv. in 365.94 Inv. out 365.84 New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 379.3 Inv. out 375.05 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New parking with pervious pavers New 8" PVC Sewer s=0. 0 1 New 8" PVC S ew e r s=0 .1 1 7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 N e w 1 2 "HDPENew 12" HDPE 8' M I N 8' M I N New Hydrant assembly New 8" C900 PVC water main New 45° bends with thrust blocks New DMh Rim 372.0 Inv. in 355.5 Inv. out 355.4 New 18" HDPE s=0.06512' wide stabilized grass maintenance drive PCG 387.3 New 45° bends with thrust blocks New 45° bends with thrust blocks Provide addtional stabilized grass between retaining walls 12' wide stabilized grass maintenance drive Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac New concrete curb New g r a v el p at hNew gravel path New grave l p a t h Ne w g r a v e l p a t h New c o n c r e t e w al k HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6.1 SITE PLAN - O'Brien Farm Road East & Park Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New CB Rim 334.22 Inv. in 329.22 Inv. out 329.12 New CB Rim 334.22 Inv. out 329.58 New CB Rim 370.50 Inv. in 365.25 Inv. out 365.15 New CB Rim 367.05 Inv. in 362.1 Inv. out 362.0 New CB Rim 353.0 Inv. in 348.05 Inv. out 347.95 New CB Rim 353.0 Inv. out 348.25 Core and boot new penetration. New Inv. 322.0± New SMh Rim 333.0 Inv. in 326.3 Inv. out 326.2New SMh Rim 337.55 Inv. in 331.55 Inv. out 331.45 New SMh Rim 352.0 Inv. in 345.3 Inv. out 345.2 Lot 27 0.74 ac Lot 28 0.46 ac Lot 29 1.70 ac New 8 " P V C S e w e r s=0. 0 9 5 New 8" P V C S e w e r s=0.036 New 8 " P V C S e w e r s = 0 . 0 6 9 New 8 " P V C S e w e r s = 0 . 0 7 3 New CB Rim 337.71 Inv. in 333.16 Inv. out 333.06 New 15" HDPENew 1 5 " H D P ENew 15" HDPENew 1 5 " H D P E New 18" HDPE New 1 5 " H D P E New 8" water stub with cap, trhust block and witness New Hydrant assembly Hydrant assembly New 12" x 8" tapping sleeve w/ thrust block and valve New 8" tee with valve and thrust block New 1 5 " H D P E New 8 " C L 5 2 D . I . W a t e r m a i n Forebay New End Section Inv. out 332.5 New rip rap dispersal pad New stone berm 2, New 24" PVC vertical inlet pipes 2, New 24" PVC vertical inlet pipes New Outlet Structure 6B. See detail. New berm with stone weir overflow s=0.011 Gravel Wetland #6B Cell#1 95' x 27' Elev. 332.5 Gravel Wetland #6B Cell#1 95' x 27' Elev. 332.5 New CB Rim 337.71 Inv. out 333.26 New 8" water stub with cap, trhust block and witness Lot 30 1.37 ac 12' wide stabilized grass maintenance drive New 10' paved multi-use pathNew 10' paved multi-use pathAccess route for C1-LR lots Access route for C1-LR lots Convert from D.I. to C900 PVC water main. Provide all necessary fittings. New 12" PVC cross pipe between cells Lot 29 1.70 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-7 SITE PLAN - Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Lot 17 2.48 ac Lot 26 1.32 ac Lot 27 0.74 ac New New 8" tee with valve and thrust block New 8" water stub with cap, trhust block and witness New curb at existing Old Farm Road intersection Remove existing culvert Access route for C1-LR lots New 10' paved multi-use pathAccess route for C1-LR lots KIMBALL AVENUEKE N N E D Y D R I V E Existing Old Farm Road to be restored HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-7.1 SITE PLAN - Kimball Avenue Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New DMh Rim 338.0 Inv. in 330.58 Inv. out 330.48 Business Park North Lot 4 2.4 ac New SMh Rim 333.25 Inv. in 327.58 Inv. out 327.48 Core and boot new penetration. New Inv. 323.83± New 6" PVC SDR 35 sanitary sewer stub, cap , and witness N e w 8 " PV C S e w e r s= 0 . 0 9 1 TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 New DMh Rim 366.5 Inv. in 358.47 Inv. out 358.37 New DMh Rim 372.0 Inv. in 355.5 Inv. out 355.4 New DMh Rim 337.5 Inv. in 328.93 Inv. out 328.83 New 18" H D P E s =0.015 New 24" H DP E s=0.0055 New 24" H D PE s =0.0055 New 24 " H DP E s =0.0055 New 10' paved multi-use path Access route for C1-LR lots Pedestrian easement Lot 51 0.86 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 56 0.96 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-8 SITE PLAN - Kimball Avenue Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Archaeology Zone New SMh Rim 333.2 Inv. in 327.25 Inv. out 327.15 New SMh Rim 345.2 Inv. in 339.5 Inv. out 339.4 N e w 8 " P V C S e w e r s = 0 . 0 2 4New 8 " PVC S ew e r s= 0 .0 53New 8 " PVC S ew e r s= 0 . 1 17 New DMh Rim 341.0 Inv. in 336.0 Inv. out 335.9 New DMh Rim 333.35 Inv. in 327.28 Inv. out 327.18 New End Section Inv. out 326.0 New DMh Rim 337.5 Inv. in 328.93 Inv. out 328.83New 18" HDPE s=0.065New 24 " H D P E s =0.0055 New 30" H DP E s=0.01New 18" HDPE s=0 .0 48 Core and boot new penetration. New Inv. 325.75 Proposed wetland buffer disturbance for storm outlet = 425 s.f. New 10' paved multi-use path DOG PARK (refer to Landscape Plans) Lot 55 1.63 ac Lot 56 0.96 ac Lot 47 Open Space 12.61 ac Ne w g r a v e l p a t h HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-8.1 SITE PLAN - Kimball Avenue Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Historic Barn New CB Rim 423.50 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 417.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 34-6 34-7 34-8 New CB Rim 420.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 8' paved multi-use path 9 Parking spaces 11 Parking spaces 10' paved multi-use pathNew Pavillion New Paver parking New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 45° bends with thrust blocks Lot 49 0.54 ac PCG 422.2PCG 419.8PCG 417.2New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-9 SITE PLAN - Historic Barn Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Lot 37 1.10 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 New SMh Rim 414.1 Inv. in 408.4 Inv. out 408.3 New SMh Rim 417.75 Inv. in 412.05 Inv. out 411.95 New CB Rim 423.50 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 417.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 New CB Rim 417.60 Inv. fd 410.7 Inv. out 409.45 New CB Rim 423.50 Inv. fd 415.7 Inv. out 414.45 34-6 34-7 New CB Rim 411.3 Inv. fd 404.1 Inv. in 402.85 Inv. out 402.75 New CB Rim 420.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 New CB Rim 420.54 Inv. fd 413.7 Inv. out 412.45 Lot 35 2.38 ac 35-13 35-14 35-15 37-2 37-3 37-4 35-16 35-17 35-18 37-1 New CB Rim 421.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB Rim 421.93 Inv. out 414.4 New CB Rim 415.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB Rim 415.43 Inv. fd 409.1 Inv. out 407.85 New CB Rim 407.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB Rim 407.22 Inv. fd 397.1 Inv. out 395.85 New SMh Rim 410.23 Inv. in 404.53 Inv. out 404.43 New SMh Rim 422.33 Inv. in 416.63 Inv. out 416.53 New 8" PVC Sewer s=0 .034New 8" PVC Sewers=0.030New 8" PVC Sewers=0.071New 8" PVC Sewers=0.076New 15" HDPE s=0.032New 15" HDPE New 15 " H D P ENew 15" HDPE s=0.023New 15" HDPE s=0 .025 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE s=0.115New 15" HDPE s=0.048New 12" x 12" x 8" tee with thrust block and valve New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12"tee with valve & thrust block New 12" gate valve New 12" CL 52 D.I. Water main New Hydrant assembly New 45° bends with thrust blocks 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 New Hydrant assembly Lot 36 0.66 ac New CB Rim 420.5 Inv. in fd 414.5 Inv. out 413.0 New DMh Rim 420.9 Inv. in 410.78 Inv. out 410.68 New 6" PVC footing drain. s=0.005 min New SMh Rim 426.2 Inv. in 420.5 Inv. out 420.4 New 8" PVC Sewer s=0.03 New SMh Rim 421.25 Inv. in 415.55 Inv. out 415.45 New 8" PVC C900 water main New 12" x 12" x 8" tee with thrust block and valve New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. New 34" k copper water service and curb stop. Typical all units.New 8" PVC Sewers=0.024PCG 423.8PCG 422.2PCG 419.8PCG 417.2PCG 414.1PCG 426.2PCG 423.6PCG 419.6PCG 415.4PCG 425.9PCG 425.0PCG 423.1PCG 418.6PCG 414.1PCG 408.5PCG 419.7PCG 415.8PCG 411.8PCG 407.8PCG 424.6PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 Convert from D.I. to C900 PVC water main. Provide all necessary fittings. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-10 SITE PLAN - MABEL WAY & DANIEL DRIVE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 391.5 Inv. in 381.22 Inv. out 381.12 New SMh Rim 389.5 Inv. in 383.32 Inv. out 383.22 New End Section Inv. out 379.0 Forebay New Outlet Structure 4. See detail. New rip rap dispersal pad New 12" PVC cross pipe between cells New berm with stone weir overflow New End Section Inv. out 376.0 New rip rap dispersal pad New stone berm New CB Rim 394.32 1Inv. in 386.1 Inv. out 386.0 38-1 38-2 38-3 38-4 38-5 34-9 Lot 47 Open Space 12.61 ac Lot 38 1.55 ac Lot 35 2.38 ac 35-8 35-9 35-10 New DMh Rim 387.5 Inv. in 382.5 Inv. out 382.4 New CB Rim 397.56 Inv. in 387.24 Inv. out 387.14 New CB Rim 403.25 Inv. fd 395.75 Inv. out 398.5 New SMh Rim 410.45 Inv. in 404.75 Inv. out 404.65 New SMh Rim 397.7 Inv. in 392.0 Inv. out 391.9 New SMh Rim 414.1 Inv. in 408.4 Inv. out 408.3 New CB Rim 407.78 Inv. out 401.85 New CB Rim 407.78 Inv. fd 401.1 Inv. in 399.85 Inv. out 399.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 413.60 Inv. out 408.35 34-8 New CB Rim 411.3 Inv. fd 404.1 Inv. in 402.85 Inv. out 402.75 New CB Rim 409.55 Inv. in 401.8 Inv. out 401.7 35-12 35-13 37-3 37-4 37-5 37-6 35-11 New CB Rim 409.62 Inv. out 403.6 New CB Rim 403.0 Inv. in 398.25 Inv. out 398.15 New CB Rim 396.65 Inv. in 386.79 Inv. out 386.69 New CB Rim 407.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB Rim 407.22 Inv. fd 397.1 Inv. out 395.85 New CB Rim 397.8 Inv. fd 389.06 Inv. in 387.81 Inv. out 387.71 New CB Rim 397.8 Inv. out 391.35 New CB Rim 396.65 Inv. out 388.89 New SMh Rim 410.23 Inv. in 404.53 Inv. out 404.43 New 8" PVC Sewer s=0.0075 New 8" P V C S e w e r s = 0 . 0 8 1New 8" PVC Sewer s=0 .034 New 8" PVC Sewer s=0.0075New 8" PVC Sewer s=0 .076 N e w 8 " P V C S e w e r s= 0 . 0 3 0 New 8" PVC Sewers=0.031 New SMh Rim 400.75 Inv. in 395.05 Inv. out 394.95 New 8" PVC Sewers=0.076New CB Rim 365.91 PCG 393 . 7 PCG 396.1 PCG 399.4 PCG 406.6 PCG 406.2 10' paved multi-use path Gravel Wetland #4 Cell#2 87' x 32' Elev. 378.0 Gravel Wetland #4 Cell#1 87' x 32' Elev. 380.0 N ew 2 4 " HD P E s = 0 . 0 2 7 New 15 " H D P E New 15"HDPENew 24" HDPE s=0 .42 New 24" H D P E s = 0 . 0 1 New 15" HDPE s=0.068 New 15" HDPE s=0 .025New 15" HDPE s=0.01New 15" HD P E s = 0 . 0 3 5 New 24 " H D P E s = 0 . 0 1 New 15"HDPE s=0.075New 15"HDPENew 15"HDPEs=0.013New 15" HDPE New 15" HDPE New 15" HDPE s=0.050N e w 1 5 " H D P E s = 0 . 0 4 7 New Emergency Spillway. See detail 10' pa v e d m u l t i - u s e p a t h New End Section Inv. out 374.3 New Hydrant assembly New 12" x 12" x 8" tee with thrust block and valve New 8" C900 PVC water main New 12" gate valves New 12" x 8" reducer Gate valve, cap, stub, and witness for 8" water main. New Hydrant assembly New 8" x 8" x 8" tee with thrust block and valve New 8" gate valve New 12" C900 PVC water main New 12" x 8" reducer 12' wide New CB Rim 394.47 Inv. fd 388.3 Inv. out 387.05 PCG 417.2PCG 414.1PCG 411.4PCG 415.4PCG 411.9PCG 408.5PCG 403.8PCG 401.9PCG 407.8PCG 403.8PCG 401.0 New 18" HDPE s=0.059New 15"HDPE s=0.04New 24" PVC vertical inlet pipe New 24" PVC vertical inlet pipe Improve drainage swale to min. 8' wide x 1' deep HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-11 SITE PLAN - MABEL WAY & BARN ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 390.5 Inv. in 380.1 Inv. out 380.0 New SMh Rim 385.5 Inv. in 377.7 Inv. out 377.6 New CB Rim 394.0 Inv. in 386.0 Inv. out 385.9 New CB Rim 394.06 Inv. fd 389.6 Inv. in 388.35 Inv. out 388.25 New CB Rim 397.40 Inv. out 392.80 New CB Rim 397.55 Inv. in 392.55 Inv. out 392.45 New CB Rim 400.42 Inv. out 395.67 New CB Rim 400.3 Inv. in 395.14 Inv. out 395.04 Lot 47 Open Space 12.61 ac Lot 39 3.54 ac 39-639-739-8 39-9 39-10 39-11 34-9 Lot 33 2.38 ac New CB Rim 407.78 Inv. fd 401.1 Inv. in 399.85 Inv. out 399.75 New SMh Rim 403.2 Inv. in 397.5 Inv. out 397.4 New SMh Rim 406.86 Inv. in 396.56 Inv. out 396.46 New CB Rim 398.9 Inv. in 394.15 Inv. out 394.05 New CB Rim 402.15 Inv. fd 397.14 Inv. in 395.9 Inv. out 395.8 New 8" PVC S e w e r s = 0 . 0 0 7 5 New 8" PVC Sewer s=0.0075 New 8" PVC S e w e r s = 0 . 0 1 7 New 8" P V C S e w e r s = 0 . 0 8 1 New 8" PVC Sewer s=0.111New 6" P V C S e w e r s=0.01 PCG 400.0 PCG 397.8 PCG 396.1 PCG 394.4 PCG 395.2 PCG 392.0 10' paved multi-use pathNew 18" HDPE s=0.122New 18" HDPE s=0.094New 15" HDPE s=0.018 New 15" HDPE s=0.016 New 15" HDPENew 15" HDPENew 15"HDPENew 15 " H D P E s = 0 . 0 1 New 15 " H D P E s = 0 . 0 1 1 New 15" HDPE s=0.037 New 18" HDPE New End Section 34-10 New Hydrant assembly New 8" C900 PVC water main New 8" in-line gate valve New Drop Inlet Rim 407.1 Inv. out 403.1 New 12" HDPE s=0.065PCG 408.0 New stone level spreader Improve drainage HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-12 SITE PLAN - MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh New SMh Rim 394.41 Inv. in 388.68 Inv. out 388.58 New SMh Rim 399.0 Inv. in 393.3 Inv. out 393.2 New SMh Rim 403.52 Inv. in 397.63 Inv. out 397.53 New SMh Rim 405.71 Inv. in 400.0 Inv. out 399.9 New CB Rim 394.0 Inv. in 386.0 Inv. out 385.9 New CB Rim 394.06 Inv. fd 389.6 Inv. in 388.35 Inv. out 388.25 New CB Rim 398.35 Inv. out 393.15 New CB Rim 398.4 Inv. in 391.4 Inv. out 391.3 New CB Rim 403.3 Inv. fd 395.10 Inv. in 393.85 Inv. out 393.75 New CB Rim 404.0 Inv. fd 396.0 Inv. in 394.75 Inv. out 394.65 New CB Rim 404.0 Inv. out 396.75 New CB Rim 405.76 Inv. fd 399.7 Inv. in 398.45 Inv. out 398.35 New CB Rim 405.76 Inv. out 400.45 Lot 32 4.80 ac Archaeology Zone 32-17 32-18 32-19 32-20 32-21 32-22 32-23 39-1 39-2 39-3 39-4 39-5 39-6 Lot 47 Open Space Lot 39 3.54 ac New CB Rim 412.9 Inv. fd 405.03 Inv. in 401.5 Inv. out 401.4 New CB Rim 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 32-24 32-25 G1 G2 G3 New CB Rim 414.3 Inv. fd 406.03 Inv. out 405.03 New CB Rim 413.5 Inv. fd 402.9 Inv. out 401.9 New CB Rim 405.1 Inv. in 400.85 Inv. out 400.75 New CB Rim 400.0 Inv. out 396.5 New 8" PVC Sewer s=0.115New 8" P V C S e w e r s = 0. 0 4 1 New 8 " P V C S e w e r s = 0. 0 3 4 New 8" PVC Se w e r s = 0 . 0 1 New 8" P V C S e w e r s = 0 . 0 1 7 PCG 392.0 PCG 39 1 . 8 PCG 3 9 4. 9 PCG 39 9 . 7 PCG 400.9 PCG 402.1 Paver parking spaces (typ.)New 18" HDPE s=0.122New 18" HDPE s=0.094New 15" HDPE s=0.018 New 15"HDPENew 15"HDPENew 1 5" HDPE s = 0 . 0 7 3 New 15 " H D P E s = 0 . 0 2 7 New 1 5 " H D P E s = 0. 0 1 7 New 15" HDP E s = 0 . 0 1 1 New 15" HDPE s = 0 . 0 0 8 New 15" HD P E s = 0 . 0 3 9 New 1 2 " HDPE s= 0 . 0 4 5 New 12" HDPE New 12" HDP E New 15" HDPENew 15" HDPE s=0 .062 New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" in-line gate valve Paver parking spaces (typ.) 12' wide stabilized grass maintenance 12' wide stabilized grass PCG 40 8 . 7 PCG 407.7 PCG 407.4 PCG 407.0 PCG 406.4 PCG 405 . 9 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0. 4 New 15"HDPE s=0.10New CB Rim 405.00 Inv. out 398.15 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-13 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - MABEL WAY EASTVIEW New SMh Rim 374.5 Inv. in 365.94 Inv. out 365.84 New SMh Rim 374.57 Inv. in 368.87 Inv. out 368.77 New SMh Rim 382.9 Inv. in 372.66 Inv. out 372.56 New SMh Rim 394.41 Inv. in 388.68 Inv. out 388.58 New SMh Rim 399.0 Inv. in 393.3 Inv. out 393.2 New SMh Rim 403.52 Inv. in 397.63 Inv. out 397.53 New SMh Rim 405.71 Inv. in 400.0 Inv. out 399.9 New SMh Rim 407.30 Inv. in 401.6 Inv. out 401.5 New End Section Inv. out 365.75 Forebay New rip rap dispersal pad New stone berm New 12" PVC cross pipe between cells New berm with stone weir overflow New Outlet Structure 5. See detail. New End Section Inv. out 357.0 New DMh Rim 380.1 Inv. in 369.68 Inv. out 369.58 New CB Rim 398.35 Inv. out 393.15 New CB Rim 398.4 Inv. in 391.4 Inv. out 391.3 Inv. fd 395.10 Inv. in 393.85 Inv. out 393.75 New CB Rim 404.0 Inv. out 396.75 New CB Rim 405.76 Inv. out 400.45 Archaeology Zone 32-23 39-1 39-2 39-3 39-4 39-5 31-1131-12 Lot 47 Open Space 12.61 ac Lot 39 3.54 ac 31-26 32-24 32-25 New CB Rim 400.0 Inv. out 396.5 New 8" PVC Sewer s=0.01 New 8" PVC Sewer s=0.01New 8" PVC Sewer s=0.115 New 8 " P V C S e w e r s = 0. 0 4 1 New 8 " P V C S e w e r s = 0. 0 3 4 New 8" PVC S e w e r s = 0 . 0 1 New 8" P V C S e w e r s = 0 . 0 1 7 PCG 4 0 4. 1 PCG 3 9 1 . 8 PCG 3 9 4 . 9 PCG 39 9 . 7 PCG 400.9 PCG 402.1 New CB Rim 389.0 Inv. out 384.20 Inv ud 384.7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 Gravel Wetland #5 Cell#2 72' x 60' Elev. 365.0 Gravel Wetland #5 Cell#1 72' x 60' Elev. 365.0 New 24" HDPE s=0.015New 18" HDPE s=0 .122New 18" HDPE s=0.094New 15"HDPENew 15"HDPENew 1 5 " HD PE s= 0 . 0 7 3 New 15 " H D P E s = 0 . 0 2 7 New 1 5 " H D P E s = 0. 0 1 7 New 15" HDP E s = 0 . 0 1 1 New 15" HDPE s = 0 . 0 0 8 New 15" HD P E s = 0 . 0 3 9 New 1 2" HDPE s = 0 . 04 5 N e w 1 2 "HDPENew Emergency Spillway. See detail 8' MIN8' M I N New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" x 8" x 8" tee with thrust block and valve New 8" gate valves New 8" C900PVC water main12' wide stabilized grass maintenance drive 12' wide stabilized grass maintenance drive PCG 405 . 9 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0. 4 New 45° bends with thrust blocks New 45° bends with thrust blocksNew 15"HDPE s=0.10New CB Rim 405.00 Inv. out 398.15 Provide addtional stabilized grass between retaining walls New 24" PVC vertical inlet pipes New 24" PVC vertical inlet pipes New g r a v el p at hNew gravel pathNew grave l p a t h HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-14 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - MABEL WAY EASTVIEW New SMh Rim 407.30 Inv. in 401.6 Inv. out 401.5 New SMh Rim 411.4 Inv. in 405.7 Inv. out 405.6 New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 New SMh Rim 409.82 Inv. in 404.12 Inv. out 404.02 New CB Rim 403.3 Inv. fd 395.10 Inv. in 393.85 Inv. out 393.75 New CB Rim 404.0 Inv. fd 396.0 Inv. in 394.75 Inv. out 394.65 New CB Rim 405.76 Inv. fd 399.7 Inv. in 398.45 Inv. out 398.35 New CB Rim 408.26 Inv. fd 401.6 Inv. in 400.35 Inv. out 400.25 New CB Rim 408.26 Inv. out 402.35 New CB Rim 402.25 Inv. fd 399.15 Inv. in 397.9 Inv. out 397.8 New CB Rim 401.0 Inv. in 396.25 Inv. out 396.15 New CB Rim 408.14 Inv. in 403.74 Inv. out 403.64 New CB Rim 408.14 Inv. out 403.89 Lot 31 2.39 ac Lot 32 4.80 ac 32-5 32-6 32-7 32-13 32-14 32-15 32-16 32-17 32-18 32-19 32-20 32-21 31-1 31-5 31-7 31-9 31-2 31-3 31-4 31-6 31-8 31-10 31-11 2.13 ac Lot 32 4.80 ac Lot 31 2.38 ac New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 New CB Rim 411.6 Inv. out 407.6 New CB Rim 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 31-18 31-19 31-20 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 32-8 32-9 32-10 32-11 32-12 G5 G6 G7 G8 G9 G10 G11 G12 G13 G14 New CB Rim 413.5 Inv. fd 402.9 Inv. out 401.9 New CB Rim 405.1 Inv. in 400.85 Inv. out 400.75 New 8" PVC Sew e r s = 0 . 0 1 New 8" P V C S e w e r s = 0 . 0 1 7 New 8" P V C Se wer s=0.031 New 8" PVC Se w e r s = 0 . 0 1 6 New 8 " P V C S e w e r s=0.0 5 6 New 8" PVC Sewer s=0.046PCG 404.5PCG 407.9PCG 408.8PCG 408.6 PCG 40 6.8 PCG 4 0 4 . 1 17 Parking spaces 2 Parking spaces 8' paved multi-u s e p a t h Paver parking spaces (typ.)New 15"HDPEN e w 1 5 "HD P E New 15"HDPENew 15"HDPENew 15" HDP E New 15" HDPE New 15" H D P E New 15" HDPENew 15" HDP E s = 0 . 0 1 1 New 15" HDPE s = 0 . 0 0 8 New 15" HD P E s = 0 . 0 3 9 New 1 5 " H D P E New 12" HDP E New 12" HDPENew 15" HDPENew 15" HDPE s=0.062 New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New Hydrant assembly New 12" CL 52 D . I . w a t e r m a i n New 12" gate valves New 12"tee with valve & thrust block New Hydrant assembly New 8" gate valves New 8" in-line gate valve Raised crosswalk New 12" x 8" reducer New 45° bends with thrust blocks PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.9 PCG 410.9 PCG 410.7 PCG 410.7 PCG 4 1 0 . 2 PCG 412.4 PCG 4 1 1. 2 PCG 40 8 . 7 PCG 407.7 PCG 407.4 PCG 407.0 PCG 406.4 PCG 405 . 9 PCG 386.9Convert from D.I. to C900 PVC water main. Provide all necessary fittings.New 15"HDPE s=0.10New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8" PVC S e w e r s = 0 . 0 2 5 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-15 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - MABEL WAY EASTVIEW Lot 41 3.65 ac New CB Rim 333.25 Inv. ud 329.5 Inv. in 329.0 Inv. out 328.9 New SMh Rim 332.0 Inv. in 326.35 Inv. out 326.25 Core and boot new penetration. New Inv. 326.0± New SMh Rim 334.5 Inv. in 327.84 Inv. out 327.74 Core and boot new penetration. New Inv. 326.7± Ne w 8 " P V C S e w e r s = 0 . 0 0 7 5 New 8" PVC Sewer s=0.0075New CB Rim 333.25 Inv. ud 329.5 Inv. in 329.22 Inv. out 329.12 Forebay New rip rap dispersal pad 2, New 24" PVC vertical inlet pipes New stone berm New CB Rim 346.78 Inv. ud 342.78 Inv. out 342.23 New CB Rim 346.78 Inv. ud 342.78 Inv. in 342.03 Inv. out 341.93 New CB Rim 358.1 Inv. ud 354.1 Inv. out 353.55 New CB Rim 358.1 Inv. ud 354.1 Inv. in 353.35 Inv. out 352.25 New CB Rim 336.5 Inv. ud 332.5 Inv. out 332.05 New CB Rim 336.5 Inv. ud 332.5 Inv. in 331.75 Inv. out 331.65 10' p a v e d m u l t i - u s e p a t h New End Section Inv. out 328.3 Gravel Wetland #7 Cell#1 New 15" HDPENew 15" HDPENew 15" HDPENew 15" HDPENe w 1 5 " H D P E Ne w 1 5 " H D P E Ne w 1 5 " H D P E N e w 1 5 " H D P E New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New 12" x 8" tapping sleeve w/ thrust block and valve New 8" water stub with cap, trhust block and witness New 8" tee with valve and thrust block New Hydrant assembly New 8" water stub with cap, trhust block and New 8" tee with valve and thrust block 12' wide stabilized grass maintenance drive 10' paved multi-use path10' paved multi-use pathNe w 8 " C 9 0 0 P V C w a t e r m a i n HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-16 SITE PLAN - POTASH ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 336.3 Inv. in 330.53 Inv. out 330.43 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness Lot 48 Open Space 4.56 ac Lot 41 3.65 ac Lot 45 2.90 ac Inv. ud 329.5 Inv. in 329.0 Inv. out 328.9 New rip rap dispersal pad New End Section Inv. out 327.1 New SMh Rim 345.0 Inv. in 336.51 Inv. out 336.41 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New SMh Rim 334.5 Inv. in 327.84 Inv. out 327.74 New 8" PVC Sewer s=0.009 New SMh Rim 335.25 Inv. in 329.55 Inv. out 329.45 Ne w 8 " P V C S e w e r s = 0 . 0 0 7 5 New 8" PVC Sewer s=0.0075Ne w 8 " P V C S e w e r s = 0 . 0 2 New Outlet Structure 7. See detail. Forebay New rip rap dispersal pad New 12" PVC cross pipe between cells New berm with stone weir overflow 2, New 24" PVC vertical inlet pipes New stone berm New CB Rim 336.5 Inv. ud 332.5 Inv. out 332.05 10' p a v e d m u l t i - u s e p a t h New End Section Inv. out 328.3 Gravel Wetland #7 Cell#1 83' x 63' Elev. 328.0 Gravel Wetland #7 Cell#2 83' x 63' Elev. 328.0 New 15" HDPENew 18" HDPE s=0.01New 15" HDPENew Emergency Spillway. See detail New 8" tee with valve and thrust block 12' wide stabilized grass maintenance drive 10' paved multi-use path2, New 24" PVC vertical inlet pipes HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-16.1 SITE PLAN - I/C Sewer & Gravel Wetland #7 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Lot 42 3.14 ac Lot 43 3.95 ac New CB Rim 358.1 Inv. ud 354.1 Inv. out 353.55 New CB Rim 367.4 Inv. ud 363.4 Inv. out 362.75 New CB Rim 367.4 Inv. ud 363.4 Inv. in 362.65 Inv. out 362.55 New CB Rim 371.71 Inv. 367.71 Inv. out 366.9 New CB Rim 371.71 Inv. ud 367.71 Inv. in 366.65 Inv. out 366.55 New CB Rim 369.51 Inv. ud 365.51 Inv. out 364.7 New CB Rim 369.51 Inv. ud 365.51 Inv. in 364.45 Inv. out 364.35 10' p a v e d m u l t i - u s e p a t h New 15" HDPENew 15" HDPENew 15" HDPEN e w 1 5 " H D P E New 15" HDPE New Hydrant assembly New 8" water stub with cap, trhust block and witness New 8" tee with valve and thrust block New 8" water stub with cap, trhust block and witness New 8" tee with valve and thrust block New 8" tee with valve and thrust block New 8" water stub with cap, trhust block and witness 60' R i g h t o f w a y 5' c o n c r e t e s i d e w a l k Ne w 8 " C 9 0 0 P V C w a t e r m a i n HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-17 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - POTASH ROAD EASTVIEW Forebay New berm with stone weir overflow New End Section Inv. out 376.0 New rip rap dispersal pad New stone berm Lot 43 3.95 ac Lot 44 3.51 ac New CB Rim 369.51 Inv. ud 365.51 Inv. out 364.7 New CB Rim 369.51 Inv. ud 365.51 Inv. in 364.45 Inv. out 364.35 New CB Rim 367.71 Inv. ud 363.71 Inv. out 362.9 New CB Rim 367.71 Inv. ud 363.71 Inv. in 362.65 Inv. out 362.55 New CB Rim 365.91 Inv. ud 361.91 Inv. in 360.75 Inv. out 360.65 New CB Rim 365.91 Inv. ud 365.91 Inv. in 361.1 Inv. out 361.0 New DMh Rim 362.6 Inv. in 357.85 Inv. out 357.75 Elev. 378.087' x 32' Elev. 380.0 New 15" HDPENew 15" HDPENew 15" HDPENew 18" HDPE New 15" HDPE New 15" HDPE New 1 5 " H D P E New 15" HDPE Inv. out 374.3 New End Section Inv. out 373.5 New Hydrant assembly New Hydrant assembly New 8" tee with valve and thrust block New 8" water stub with cap, trhust block and witness Gate valve, cap, stub, and witness for 8" water main. 12' wide stabilized grass maintenance drive 12' wide stabilized grass maintenance drive New 18" HDPE s=0.059 New 8" C900 PVC water main inlet pipe inlet pipe wide x 1' deep HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-18 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - POTASH ROAD EASTVIEW New DMh Rim 348.5 Inv. in 343.75 Inv. out 343.65 New DMh Rim 342.3 Inv. in 335.83 Inv. out 335.73New 15" HDPENew 15" HDPE 12' wide stabilized grass maintenance drive Lot 43 3.95 ac Lot 44 3.51 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-18.1 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - Stormwater Line to Gravel Wetland #8 EASTVIEW Lot 48 Open Space 4.56 ac Lot 46 3.96 ac New DMh Rim 342.3 Inv. in 335.83 Inv. out 335.73 New End Section Inv. out 331.5 Forebay 2, New 24" PVC vertical inlet pipes New stone berm New 12" PVC cross pipe between cells New berm with stone weir overflow New rip rap dispersal pad New End Section 330.35 New Outlet Structure 7. See detail. New rip rap dispersal padNew 1 5" HDPE Gravel Wetland #8 Cell#1 90' x 50' Elev. 331.0 Gravel Wetland #8 Cell#2 90' x 50' Elev. 331.0 New 18" HDPE s=0.008 New Emergency Spillway. See detail New End Section Inv. out 329.1 New End Section Inv. out 329.7 New DMh Rim 339.5 Inv. in 333.3 Inv. out 333.2 New 15" H D P E s = 0 . 0 1 12' wide stabilized grass maintenance drive 2, New 24" PVC vertical inlet pipes New 30" HDPE culvert HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-18.2 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SITE PLAN - Stormwater Line & Gravel Wetland #8 EASTVIEW Inv. 409.5 Inv. 409.75 Inv. 403.0 New SpeedTableInv. 403.35 Inv. 386.5 Inv. 386.75 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: SITE PLAN - Old Farm Road Sidewalk Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Provide short section of fence or guard rail. Relocate sign Relocate sign Relocate utility pole Relocate utility pole Relocate utility pole Relocate utility pole guy wire Jog sidewalk to to avoid 30" oak tree New curb and sidewalk. Relocate swale. Maintain 20' travel width on Old Farm Road Replace existing 12" CMP with new 15" HDPE with end sections. Restore existing paved drive.Relocate sign Relocate or replace lilacsMATCH LINE -SEE BELOWMATCH LINE -SEE ABOVEPreserve existing oak Remove existing stump Preserve existing maples Preserve existing trees Remove existing dead elmNew curb and sidewalk. Relocate swale. Maintain 20' travel width on Old Farm Road New curb and sidewalk. Relocate swale. Maintain 20' min. travel width on Old Farm Road C-19 New 15" HDPE culvert with end sections Tip down new curb. Transition to 5' greenbelt and sidewalk New sidewalk cross drain. Inv. 379.33 New sidewalk cross drain. Inv. 385.5 New sidewalk cross drain. Inv. 398.0 50' Wetland Setback Wetland A T y p e I I I 50' We t l and Se tb a c k Wetland B Ty p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20 WATERSHED PLAN - POST DEVELOPMENT Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EX. POND #1 EX. POND #2 EX. POND #3 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6A GRAVEL WETLAND #7 GRAVEL WETLAND #8 GRAVEL WETLAND #9 (future)LIMIT OF EASTVIEW EASTVIEW SN008 RECEIVING WATER = WETLNDS IN POTASH BROOK WATERSHED X X SN007 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED SN009 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED X X SN006 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED SN004 RECEIVING WATER = POTASH BROOK X SN003 (off page) RECEIVING WATER = POTASH BROOK SN002 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED X SN001 RECEIVING WATER = POTASH BROOKX SN005 CITY SYSTEM EVENTUAL RECEIVING WATER = POTASH BROOK X SN010 RECEIVING WATER = POTASH BROOK X GRAVEL WETLAND #6B 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b ac k Wetland B Ty p e I I I 50' WetlandSetbackWetland C Type III TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20.1 PRE-DEVELOPMENT WATERSHED PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 LIMIT OF EASTVIEW SN008 RECEIVING WATER = WETLNDS IN POTASH BROOK WATERSHED X X SN007 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED SN009 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED X X SN006 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED SN004 RECEIVING WATER = POTASH BROOK X SN003 (off page) RECEIVING WATER = POTASH BROOK SN002 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED X SN001 RECEIVING WATER = POTASH BROOKX SN005 CITY SYSTEM EVENTUAL RECEIVING WATER = POTASH BROOK X SN010 RECEIVING WATER = POTASH BROOK X Stormwater Soil Test Pit Log Date:November 9, 2020 Weather:Sunny, 65°F Present:Scott Homsted, Krebs & Lansing NLWTD = no ledge, water to depth HSWT = high seasonal water table Southwest Field TH 20-1 0” - 15”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 15” - 35”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled @ 18” 35” - 48”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 18” TH 20-2 0” - 15”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 15” - 29”10YR 5/3 Fine-medium sand, single grain, loose, dry, mottled @ 18” 29” - 60”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 18” TH 20-3 0” - 17”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 17” - 37”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled 37” - 47”10YR 5/2 Medium sand, wet, mottled 47” - 65”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 7” TH 20-4 0” - 12”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 12” - 32”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled @ 18” 32” - 47”10YR 5/2 Medium sand, wet, mottled, damp 47” - 61”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 18” TH 20-5 0” - 14”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 14” - 27”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled 27” - 70”10YR 4/2 Very firm silt, blocky structure, mottled, possible bedrock bottom NWTD, HSWT@ 14” TH 20-6 0” - 17”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 17” - 30”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled 30” - 68”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 17” TH 20-7 0” - 12”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 12” - 16”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled 16” - 64”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 12” TH 20-8 0” - 14”10YR 3/3 Loamy sand topsoil, some roots, loose, single grain, dry 14” - 19”10YR 4/6 Fine-medium sand, single grain, loose, dry, mottled 19” - 63”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 14” Northwest Field TH 20-9 0” - 7”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 7” - 20”10YR 4/3 Fine sandy loam, single grain, friable, damp 20” - 66”10YR 4/2 Firm silt, mottled, wet to saturated, water @ 66” NLTD, HSWT @ 20” TH 20-10 0” - 13”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 13” - 37”10YR 4/3 Very firm fine sandy loam, damp, mottled 37” - 74”10YR 4/2 Very fine sandy loam, mottled, wet to saturated, water @ 74” NLTD, HSWT @ 13” TH 20-11 0” - 13”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 13” - 47”10YR 4/2 Very firm, blocky loamy silt, mottled 47” - 62”10YR 4/2 Very fine sandy loam, mottled, wet to saturated NLWTD, HSWT @ 13” TH 20-12 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 12” - 17”10YR 4/6 Medium sand, single grain, damp, mottled 17” - 32”10YR 4/2 Very firm, blocky loamy silt, mottled 32” - 60”10YR 4/2 Very fine sandy loam, mottled, wet to saturated NLWTD, HSWT @ 12” TH 20-13 0” - 9”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 9” - 22”10YR 4/6 Fine sand, single grain, loose, dry 22” - 40”10YR 4/2 Very firm silt, blocky structure, mottled 40” - 70”10YR 4/2 Very fine sandy loam, mottled, wet to saturated NLWTD, HSWT@ 22” TH 20-14 0” - 6”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 6” - 12”10YR 4/6 Fine sand, single grain, loose, dry 12” - 32”10YR 4/2 Very firm silt, blocky structure, mottled 32” - 67”10YR 4/2 Very fine sandy loam, mottled, wet to saturated NLWTD, HSWT @ 12” TH 20-15 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 12” - 29”10YR 4/6 Fine sand, single grain, loose, dry, mottled @ 18” 29” - 65”10YR 4/2 Very firm silt, blocky structure, mottled NLWTD, HSWT @ 18” TH 20-16 0” - 10”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 10” - 46”10YR 4/6 Fine sand, single grain, loose, dry, mottled @ 16” 46” - 70”10YR 4/2 Very fine sandy loam, mottled, wet to saturated, water @ 68” NLTD, HSWT @ 16” TH 20-17 0” - 8”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 8” - 27”10YR 4/2 Very firm, blocky loamy silt, mottled @ 8” 27” - 64”10YR 4/2 Very fine sandy loam, mottled, wet to saturated, water @ 64” NLTD, HSWT @ 8” TH 20-18 0” - 9”10YR 3/3 Loamy sand topsoil, many roots, damp, single grain 9” - 14”10YR 4/6 Fine sand, single grain, loose, dry, mottled @ 14” 14” - 38”10YR 4/2 Very firm, blocky loamy silt, mottled 38” - 52”10YR 4/2 Very fine sandy loam, mottled, wet to saturated NLWTD, HSWT @ 14” Northeast Field TH 20-19 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 12” - 26”10YR 4/6 Medium sand, loose, dry, single grain, mottled @ 22” 26” - 48”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 22” TH 20-20 0” - 8”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 8” - 20”10YR 4/6 Fine sandy loam, mottled, damp, slightly firm 20” - 36”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 8” TH 20-21 0” - 10”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 10” - 27”10YR 4/6 Medium sand, loose, dry, single grain, mottled @ 17” 27” - 52”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT@ 17” TH 20-22 0” - 17”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 17” - 29”10YR 4/6 Medium sand, loose, dry, single grain, mottled 29” - 50”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 17” TH 20-23 0” - 17”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 17” - 28”10YR 4/6 Medium sand, loose, dry, single grain, mottled @ 24” 28” - 39”10YR 4/2 Medium sand, mottled, loose, dry 39” - 48”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 24” TH 20-24 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 12” - 32”10YR 4/2 Fine sandy loam, damp, mottled @ 23” 32” - 48”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 23” TH 20-25 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 12” - 36”10YR 4/6 Medium sand, loose, dry, single grain, mottled @ 20” 36” - 48”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 20” TH 20-26 0” - 12”10YR 3/3 Sandy loam topsoil, many roots, loose, dry, single grain 12” - 36”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 12” TH 20-27 0” - 12”10YR 3/3 Sandy loam topsoil, many roots, loose, dry, single grain 12” - 34”10YR 4/2 Firm silt, mottled, blocky NLWTD, HSWT @ 12” TH 20-28 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 12” - 48”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 12” TH 20-29 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 12” - 42”10YR 4/6 Medium sand, loose, dry, single grain, mottled @ 28” 42” - 58”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT@ 28” TH 20-30 0” - 12”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 12” - 35”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 12” TH 20-31 0” - 13”10YR 3/3 Loamy sand topsoil, many roots, loose, dry, single grain 13” - 24”10YR 4/6 Medium sand, loose, dry, single grain, mottled 24” - 54”10YR 4/2 Very fine sandy loam, damp, mottled, firm, blocky NLWTD, HSWT @ 24” 50' W e t l a n d S e tbac k 50' WetlandSetback8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20.2 POST CONSTRUCTION SOIL DEPTH & QUALITY PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EX. POND #1 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6A GRAVEL WETLAND #7 GRAVEL WETLAND #8 EASTVIEW GRAVEL WETLAND #6B · · · · · Post-Construction Soil Depth and Quality Notes Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. Soil quality: All areas subject to the Standard shall demonstrate the following: ■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. The topsoil layer shall have a minimum depth of 4 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application. ■The resulting soil shall be conducive to the type of vegetation to be established. ■The soil quality requirements shall be met by using one or a combination of the following methods: o Option 1: Leave undisturbed native vegetation and soil, and protect from compaction during construction. Failure to establish and maintain exclusionary controls around these areas during the construction phase may trigger the requirement to restore soils per one of the following options. o Option 3: Remove and stockpile existing topsoil during grading. ▪Stockpile soil on site in a designated controlled area, at least 50 feet from surface waters, wetlands, floodplains, or other critical resource areas; ▪Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Stockpiled topsoil shall also be amended, if needed, to meet the organic content requirements: ·PRE-APPROVED RATE: Compost shall be incorporated with an organic matter content between 40 and 65% into the topsoil at a ratio 1:3, or ·CALCULATED RATE: Incorporate composted material or approved organic material at a calculated rate to achieve 4 inches of settled soil at 4% organic content;* ▪Replace stockpiled topsoil prior to planting, screen topsoil, and; ▪Rake to level, and remove surface rocks larger than 2 inches in diameter. o Option 4: Import topsoil mix, or other materials for mixing, including compost, of sufficient organic content and depth. ·Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ·Place 4 inches of imported topsoil mix on surface. The imported topsoil mix shall contain 4% organic matter. Soils used in the mix shall be sand or sandy loam as defined by the USDA; Shop drawing submittal is required. Find USDA sieve for sand and sandy loam. ·Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ·Water or roll to compact soil in turf areas to 85% of maximum dry density. Soil Management: o Identifies areas on the site subject to the Standard; o Soil depth and quality shall be established towards the end of construction and once established, protected from compaction, such as from large machinery, vehicle traffic, and from erosion; and o After soil amendments and placement is complete, and prior to seeding and mulching, Contractor shall perform verification sampling in locations indicated on sampling plan. Verification sampling shall include nine, 8 inch deep (min) test holes per acre of area subject to the standard. Test holes shall be excavated using only a shovel driven solely by inspector's weight and shall be at least 50 feet apart from each other. ■A dense and vigorous vegetative cover shall be established over turf areas. o Option 2: Amend existing site topsoil or subsoil in place. ▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Amend soil to meet organic content requirements: ·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *Contractor to provide calculation and site sketch indicating areas used for calculations. ▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ▪Water or roll to compact soil in turf areas to 85% of maximum dry density. 50' W e t l a n d S e tbac k 50' WetlandSetback8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20.3 STORMWATER MAINTEANCE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EX. POND #1 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6A GRAVEL WETLAND #7 GRAVEL WETLAND #8 EASTVIEW GRAVEL WETLAND #6B CATCH BASINS AND PIPING: LOCATED IN ALL ROADS THORUGHOUT DEVELOPED AREAS Inspect annually for structual integrity and monitor sediment depth. Clean sumps when sediment accumulation exceeds half of sump depth. Typical all catch basins. GRAVEL WETLANDS Maintenance: The plant biomass should be harvested annually, and accumulated sediment removed at intervals of 5-10 years. These activities may disrupt the wetlands system and may require some vegetation re-establishment. The riser pipes may clog and will require annual clean-out (it should be done in the winter time when one can walk on the wetland). ·First Year Post-Construction: Inspection frequency should occur after every major storm in the first year following construction. o Inspect that the system drains within 24-48 hours. o The plants may need watering if necessary during the first growing season. Revegetate if the vegetation is poorly establishing. o Identify areas of erosion and make timely repairs. o Check all inlets, outlets and subdrains for proper functioning. Risers may need to be cleaned. ·Post-Construction: Inspection frequency should occur at least every 6 months and after every major storm. Activities are expected to include: o Check the basin for a dense root mat establishment of wetland vegetation. o Check and clean the risers if there is evidence of standing water, discolored water or accumulated sediments in the cells. o Check and clean the forebay for sediments, trash and debris. When sediments have accumulated to a depth of 12 inches, standing water is persistent or wetland vegetation become established, the forebay will need to be excavated and reformed. o Verify that the cells drain within 24-48 hours. Sediment will need to be removed when an accumulation of 4 inches is evident over the wetland surface. o Check and clean all outlets and overflow spillway if blocked or there is evidence of structural damage or erosion. o Remove decaying vegetation, litter and debris. o Check for foreign species. Particular care must be used to avoid the unintended introduction of invasive species such as purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). It is recommended that a qualified wetland biologist be consulted when these are found in the area of the gravel wetland. GRAVEL WETLANDS #3, 4, 5, 6A, 6B, 7, & 8 SEE PLAN FOR LOCATION 1. INSPECT FOR PROLONGED STANDING WATER AFTER RAIN EVENTS. INSPECT GRATES AND OBSERVATION PORTS. 2. INSPECT FOR EROSION, ACCUMULATED SEDIMENT, AND ENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT AND REPLACE PLANTS AS NECESSARY. 3. INSPECT OUTLET STRUCTURE TO ENSURE GOOD REPAIR AND NO CLOGGING. FOREBAYS #3, 4, 5, 6A, 6B, 7, & 8 SEE PLAN FOR LOCATION 1. INSPECT FOR EROSION AND ACCUMULATED SEDIMENT 2. REMOVE SEDIMENT FROM FOREBAY WHEN 6 - 12 INCHES OF SEDIMENT HAVE ACCUMULATED STONE SPLASH PADS/WEIRS: LOCATED AT ALL GRAVEL WETLANDS, FOREBAYS, AND STORMWATER PIPE INLETS & OUTLETS 1. INSPECT REGULARLY FOR SINGS OF EROSION OR DISPLACEMENT OF STONE. REPAIR AS NEEDED. 2. INSPECT FOR DEBRIS/TRASH ACCUMULATION AND REMOVE AS NEEDED. 3. MONITOR FOR EVIDENCE OF CONCENTRATED FLOW CHANNELS OR EROSION AT OUTLET. LEVEL STONE IF NEEDED TO RESTORE EVEN FLOW DISTRIBUTION. FOREBAY #3 FOREBAY #6A FOREBAY #4 FOREBAY #5 FOREBAY #6B FOREBAY #7 FOREBAY #8 STORMWATER SYSTEM MAINTENANCE NOTES ROADS AND SHARED DRIVEWAYS SEE PLAN FOR LOCATION ALL ROADS AND SHARED DRIVEWAYS/ALLEYS SHALL BE SWEPT IN THE SPRING OF EACH YEAR. Kennedy Drive Hi n e s b u r g R o a d Eldredge S t r e e t Hayes AvenueOld Farm RoadKimba l l A venue Wi l l i s t o n R o a d HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-21 OPEN SPACE & RESIDENT AMENITIES PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW O'Brien Far m Road Two Brothers DriveMeadow LoopLegacy Farm AvenueI/C RoadSUMMARY OF OPEN SPACE OPEN SPACE LEGEND EASTVIEW OPEN SPACE HILLSIDE PHASE 1 OPEN SPACE Lot 3 2.0 ac Lot 47 Open Space 12.61 ac Lot 48 Open Space 4.56 ac Lot 18 1.17 ac Lot 19 0.75 ac Lot 6 3.04 ac Lot 4 1.06 ac Business Park North Lot 4 2.4 ac Lot 33 2.38 ac Lot 58 0.76 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t l and Se tb a c k Wetland B Ty p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: Q-1 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com OVERALL SITE PLAN- Rock Extraction & Crushing Area APPROXIMATE LIMIT OF ROCK EXTRACTION AREA APPROXIMATE LIMIT OF ROCK EXTRACTION AREA EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32- 1 632-1732-1832-1932-2032-2132-2232-2332 -24 31-1 31-5 31-73 1 - 9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31-83 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Airport Appro a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: Q-2 SITE PLAN - Rock Extraction & Crushing Area Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Temporary gravel pad for rock crushing operations Area of re-grading and rock extraction Area of re-grading and rock extraction P O T A S H R O A D A L I G N M E N T KIMBALL AVENUEEASTVIEW Temporary sediment trap for runoff from earth moving and crushing operations Stabilized construction entrance Stabilized construction haul road from crusher area to residential development A ABB ARCHAELOGY ZONE APPROXIMATE LIMIT OF ROCK EXTRACTION AREA APPROXIMATE LIMIT OF ROCK EXTRACTION AREA Finish Grade Finish Grade Depth of cut (typical) Depth of cut (typical) Potash Road HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: Q-3 SITE SECTIONS - Rock Extraction & Crushing Area Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: Q-4 SITE RECLAMATION PLAN - Rock Extraction & Crushing Area Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com P O T A S H R O A D KIMBALL AVENUEEASTVIEW A ABB ARCHAELOGY ZONE · · · · · · · · · · New SMh Rim 417.43 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.28 Inv. in 413.58 Inv. out 413.48 New CB Rim 417.20 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 419.05 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New 8" P V C S e w e r s = 0 . 0 2 2 New 8" PVC Sewer s = 0 . 0 1 2 New 8" PVC Sewer s = 0 . 0 1 New SMh Rim 414.72 Inv. in 409.02 Inv. out 408.92 New CB Rim 411.27 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 414.84 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New 15 " H D P E s = 0 . 0 2 5 New 15" H D P E s = 0 . 0 1 8 New 15" HDPE s = 0 . 0 1 New Hydrant assembly New Hydrant assembly New 12" Cl 52 D.I. wat e r l i n e New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" gate valves Finish Grade centerline Finish Grade centerline New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" gate valves New SMh Rim 402.8 Inv. in 393.5 Inv. out 393.4 New 8" PVC SDR 35 sanitary New 8 " P V C S e w e r s = 0 . 0 4 5 New SMh Rim 408.43 Inv. in 402.73 Inv. out 402.63 New CB Rim 402.45 Inv. in 390.25 Inv. out 390.15 New CB Rim 405.7 Inv. in 393.75 Inv. out 393.65 Inv. fd 395.0 New 18" H D P E s = 0 . 0 2 2 New 18" H D P E s = 0 . 0 1 9 New Hydrant assembly New Hydrant assembly New 12 " C l 5 2 D . I . w a t e r l i n e New 12" Cl 5 2 D . I . w a t e r l i n e New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" x 12" x 12" tee, thrust block and gate valvle. New 12" gate valves New 12" gate valve Finish Grade centerline Old Farm Road HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-1 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE LEO LANE EASTVIEW New SMh Rim 375.7 Inv. in 369.75 Inv. out 369.65 New SMh Rim 378.75 Inv. in 371.64 Inv. out 371.54 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New DMh Rim 370.78 Inv. in 365.75 Inv. out 365.65 New CB Rim 375.2 Inv. in 370.25 Inv. out 370.15 New CB Rim 377.2 Inv. in 372.20 Inv. out 372.10 Inv. fd 373.45 New CB Rim 371.0 Inv. in 366.25 Inv. out 366.15 New CB Rim 370.85 Inv. in 366.1 Inv. out 366.00 Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 378.45 Inv. in 372.90 Inv. out 372.80 Inv. fd 374.05 New 8" PVC Sewer s=0.0075 New 8" PV C S e w e r s = 0 . 0 2 6 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HD P E New 15" HDPE New 15" HDPE Finish Grade centerline Finish Grade centerline New Hydrant assembly New Hydrant assembly New 8 " C l 5 2 D . I . w a t e r l i n e New 8" x 8" x 8" tee, thrust block and gate valvle. New 8" gate valves Hydrant assembly installed as part of Phase 1 Connect New 8" D.I. water main to existing stub. Provide all necessary fittings. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. INTERSECTION WITH RELOCATED OLD FARM ROAD New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5New DMh Rim 380.22 Inv. in 374.1 Inv. out 374.0 Inv. fd 375.35 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New 8" PVC Sewer s=0.0075 New 15" HDPE New 15" HDPE Finish Grade centerline New Hydrant assembly New 8" C900 PVC Water main New 45° bend with thrust block Water main loops to Mabel Way HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-2 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE O'BRIEN FARM ROAD EAST EASTVIEW New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New CB Rim 400.12 Inv. in 395.17 Inv. out 395.07 New CB Rim 390.5 Inv. in 385.55 Inv. out 385.45 New CB Rim 379.62 Inv. in 374.67 Inv. out 375.57 New CB Rim 372.00 Inv. in 367.05 Inv. out 366.95 New DMh Rim 370.78 Inv. in 365.75 Inv. out 365.65 New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 New SMh Rim 378.95 Inv. in 372.75 Inv. out 372.65 Ne w 8 " P V C S e w e r s = 0 . 0 5 2 Ne w 8 " P V C Se w e r s = 0 . 0 5 6 Ne w 8 " P V C S e w e r s = 0 . 0 5 6 Ne w 8 " P V C S e w e r s = 0 . 0 8 New 1 5 " H D P E Ne w 1 5 " H D P E N e w 1 5 " H D P E Ne w 1 5 " H D P E New 15 " H D P E New 1 5 " H D P E New 8" gate valve Finish Grade centerline New 8" x 8" x 8" tee with thrust block and valve New 8 " C l 5 2 D . I . w a t e r l i n e INTERSECTION WITH O'BRIEN FARM ROAD New 45° bend with thrust block INTERSECTION WITH MABEL WAY HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-3 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE RELOCATED OLD FARM ROAD EASTVIEW New SMh Rim 337.55 Inv. in 331.55 Inv. out 331.45 New SMh Rim 352.0 Inv. in 345.3 Inv. out 345.2 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New CB Rim 372.00 Inv. in 367.05 Inv. out 366.95 New DMh Rim 370.78 Inv. in 365.75 Inv. out 365.65 New CB Rim 365.36 Inv. in 360.41 Inv. out 360.31 New CB Rim 350.9 Inv. in 345.95 Inv. out 345.85 New CB Rim 344.8 Inv. in 340.0 Inv. out 339.9 Ne w 8 " P V C S e w e r s = 0 . 0 6 9 N e w 8 " P V C S e w e r s = 0 . 0 7 3 New CB Rim 334.22 Inv. in 329.22 Inv. out 329.12 New CB Rim 337.71 Inv. in 333.16 Inv. out 333.06 New 15 " H D P E Ne w 1 5 " H D P E N e w 1 5 " H D P E Ne w 1 5 " H D P E Ne w 1 5 " H D P E New 1 5 " H D P E New Hydrant assembly New 8" gate valve Finish Grade centerline New 8" x 8" x 8" tee with thrust block and valve New 12" x 8" tapping sleeve w/ thrust block and valve New 8" tee with valve and thrust block New 8" gate valve New 8 " C l 5 2 D . I . w a t e r l i n e New 8 " C l 5 2 D . I . w a t e r l i n e INTERSECTION WITH O'BRIEN FARM ROAD HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-4 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE RELOCATED OLD FARM ROAD EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 New SMh Rim 410.45 Inv. in 404.75 Inv. out 404.65 New SMh Rim 414.1 Inv. in 408.4 Inv. out 408.3 New SMh Rim 417.75 Inv. in 412.05 Inv. out 411.95 New SMh Rim 405.81 Inv. in 396.63 Inv. out 396.53 New CB Rim 423.50 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 417.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 New CB Rim 411.3 Inv. fd 404.1 Inv. in 402.85 Inv. out 402.75 New CB Rim 420.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 New CB Rim 400.3 Inv. in 395.14 Inv. out 395.04 New CB Rim 407.78 Inv. fd 401.1 Inv. in 399.85 Inv. out 399.75 New CB Rim 398.9 Inv. in 394.15 Inv. out 394.05 New 8 " P V C S e w e r s = 0 . 0 3 4 New 8 " P V C S e w e r s = 0 . 0 3 New 8 " P V C S e w e r s = 0 . 0 3 0 Ne w 8 " P V C S e w e r s = 0 . 0 8 1 New 1 5 " H D P E s = 0 . 0 3 2 New 15 " H D P E s = 0 . 0 2 3 New 15" H D P E s = 0 . 0 2 5 New 15" HDPE New 15" HDPE Ne w 1 5 " H D P E s = 0 . 0 4 7 Finish Grade centerline New Hydrant assembly New Hydrant assembly New Hydrant assembly New 12" x 12" x 8" tee, thrust block and gate valvle. New 12" x 8" reducer New 12" gate valves New 1 2 " C 9 0 0 P V C w a t e r l i n e New 8" C900 P V C w a t e r l i n e New 12" x 12" x 8" tee, thrust block and gate valvle. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. INTERSECTION WITH OLD FARM ROAD INTERSECTION WITH BARN ROAD New CB Rim 402.15 Inv. fd 397.14 Inv. in 395.9 Inv. out 395.8 Ne w 1 5 " H D P E HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-5 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE MABEL WAY EASTVIEW New SMh Rim 394.41 Inv. in 388.68 Inv. out 388.58 New SMh Rim 399.0 Inv. in 393.3 Inv. out 393.2 New SMh Rim 403.52 Inv. in 397.63 Inv. out 397.53 New CB Rim 394.06 Inv. fd 389.6 Inv. in 388.35 Inv. out 388.25 New CB Rim 400.3 Inv. in 395.14 Inv. out 395.04 New CB Rim 398.9 Inv. in 394.15 Inv. out 394.05 New CB Rim 398.4 Inv. in 391.4 Inv. out 391.3 New CB Rim 403.3 Inv. fd 395.10 Inv. in 393.85 Inv. out 393.75 New CB Rim 404.0 Inv. fd 396.0 Inv. in 394.75 Inv. out 394.65 New 8" P V C S e w e r s = 0 . 0 4 1 New 8" P V C S e w e r s = 0 . 0 3 4 New 8" PVC Sewer s=0.01 New 15" HD P E New 15" H D P E New 15" H D P E New 15" HDPE New 15" HDPE New 15" HDPE Finish Grade centerline Finish Grade centerline New Hydrant assembly New Hydrant assembly New 8" gate valve New 8" C900 PVC water l i n e New 8" C 9 0 0 P V C w a t e r l i n e New CB Rim 397.55 Inv. in 392.55 Inv. out 392.45 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-6 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE MABEL WAY EASTVIEW New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23 New SMh Rim 409.82 Inv. in 404.12 Inv. out 404.02 New SMh Rim 405.71 Inv. in 400.0 Inv. out 399.9 New SMh Rim 407.30 Inv. in 401.6 Inv. out 401.5 New SMh Rim 411.4 Inv. in 405.7 Inv. out 405.6New CB Rim 408.24 Inv. fd 401.3 Inv. in 400.05 Inv. out 399.95 New CB Rim 402.0 Inv. in 397.75 Inv. out 397.65 New CB Rim 408.14 Inv. in 403.74 Inv. out 403.64 New CB Rim 400.12 Inv. in 395.17 Inv. out 395.07 New CB Rim 404.0 Inv. fd 396.0 Inv. in 394.75 Inv. out 394.65 New CB Rim 405.76 Inv. fd 399.7 Inv. in 398.45 Inv. out 398.35 Ne w 8 " P V C S e w e r s = 0 . 0 4 6 New 8" PVC Sewer s=0.0 1 New 8" PVC S e w e r s = 0 . 0 1 7 New 8" P V C S e w e r s = 0 . 0 3 1 New 15" HDPE New 15 " H D P E New 15" HDPE Ne w 1 5 " H D P E New 15" HDPE Finish Grade centerline Finish Grade centerline New Hydrant assembly New Hydrant assembly New 45° bends with thrust blocks New 8" C900 PVC water l i n e New 8" C 9 0 0 P V C w a t e r l i n e Convert from D.I. to C900 PVC water main. Provide all necessary fittings. New 8" gate valve New CB Rim 405.1 Inv. fd 397.0 Inv. in 395.75 Inv. out 395.65 INTERSECTION WITH OLD FARM ROAD INTERSECTION WITH EASTVIEW LANE HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-7 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE MABEL WAY EASTVIEW New SMh Rim 397.7 Inv. in 392.0 Inv. out 392.9 New CB Rim 397.56 Inv. in 387.24 Inv. out 387.14 New CB Rim 396.85 Inv. in 386.79 Inv. out 386.69 New 24" HDPE s = 0 . 0 1 New 15" HDPE s=0 . 0 1 Ne w 1 5 " H D P E s = 0 . 0 6 8 New 1 5 " H D P E s=0.0 3 5 New 24" HDP E s = 0 . 0 1 New Hydrant assembly Finish Grade centerline New 12" x 12" x 8" tee, thrust block and gate valvle. New 8" gate valve Ne w 8 " C 9 0 0 P V C w a t e r l i n e New 8" gate valve New 8" gate valve New 8" x 8" x 8" tee, thrust block and gate valvle. New end cap and thrust block Proposed centerline of Mabel Way New CB Rim 394.32 Inv. in 386.1 Inv. out 386.0 New CB Rim 409.55 Inv. in 401.8 Inv. out 401.7 New CB Rim 403.0 Inv. in 398.25 Inv. out 398.15 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-8 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE BARN ROAD EASTVIEW New SMh Rim 397.7 Inv. in 392.0 Inv. out 392.9 New SMh Rim 410.23 Inv. in 404.53 Inv. out 404.43 New SMh Rim 422.33 Inv. in 416.63 Inv. out 416.53 New CB Rim 421.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB Rim 415.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB Rim 407.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB Rim 397.8 Inv. fd 389.06 Inv. in 387.81 Inv. out 387.71 Ne w 8 " P V C S e w e r s = 0 . 0 6 1 New 8 " P V C S e w e r s = 0 . 0 3 1 New SMh Rim 400.75 Inv. in 395.05 Inv. out 394.95 Ne w 8 " P V C S e w e r s = 0 . 0 7 6 New CB Rim 397.56 Inv. in 387.24 Inv. out 387.14 Ne w 1 5 " H D P E s = 0 . 0 4 8 N ew 1 5 " HD PE s = 0 . 1 1 5 Ne w 1 5 " H D P E s = 0 . 0 5 New 15" HDPE s=0.013 New Hydrant assembly New 45° bend with thrust block New 8" gate valve New 12" x 8" reducer New 8" x 8" x 8" tee, thrust block and gate valvle. Finish Grade centerline New 12" C900 PVC w a t e r l i n e N e w 1 2 " C 9 0 0 P V C w a t e r l i n e Finish Grade centerline Finish Grade centerline Existing edge of Old Farm Road Barn Road Convert from D.I. to C900 PVC water main. Provide all necessary fittings. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-9 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE DANIEL DRIVE EASTVIEW New CB Rim 414.3 Inv. fd 406.03 Inv. out 405.03 New CB Rim 411.6 Inv. out 407.35 New CB Rim 413.5 Inv. fd 402.9 Inv. out 401.9 New CB Rim 412.9 Inv. fd 405.03 Inv. in 401.5 Inv. out 401.4 New 12" H D P E New 12" HDPE Finish Grade centerline Finish Grade centerline Existing edge of Old Farm Road Proposed edge of Legacy Farm Avenue HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-10 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE EASTVIEW LANE EASTVIEW New 15" H D P E New 1 5 " H D P E New 1 5 " H D P E New 1 5 " H D P E New CB Rim 333.25 Inv. ud 329.5 Inv. in 329.22 Inv. out 329.12 New CB Rim 346.78 Inv. ud 342.78 Inv. in 342.03 Inv. out 341.93 New CB Rim 367.4 Inv. ud 363.4 Inv. in 362.65 Inv. out 362.55 New CB Rim 336.5 Inv. ud 332.5 Inv. in 331.75 Inv. out 331.65 New CB Rim 358.1 Inv. ud 354.1 Inv. in 353.35 Inv. out 353.25 New 8" C9 0 0 P V C w a t e r m a i n New 8" C900 PVC water main New 12" x 8" tapping sleeve w/ thrust block and valve New 8" tee with valve and thrust block New 8" tee with valve and thrust block Finish Grade centerline Finish Grade centerline New Hydrant assembly Hydrant assembly New 8" gate valve HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-11 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE POTASH ROAD EASTVIEW New CB Rim 371.71 Inv. ud 367.71 Inv. in 366.65 Inv. out 366.55 New CB Rim 367.71 Inv. ud 363.71 Inv. in 362.65 Inv. out 362.55 New CB Rim 365.91 Inv. ud 361.91 Inv. in 361.1 Inv. out 361.0 New CB Rim 369.51 Inv. ud 365.51 Inv. in 364.45 Inv. out 364.35 New 15" HDPE New 15" HDPE New 15" HDPE New 8" C900 PVC w a t e r m a i n New 8" tee with valve and thrust block New 8" tee with valve and thrust block Finish Grade centerline New Hydrant assembly New Hydrant assembly New Hydrant assembly New 8" gate valve New end cap and thrust block HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-12 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE POTASH ROAD EASTVIEW INTERSECTION WITH MABEL WAYINTERSECTION WITH BARN ROAD INTERSECTION WITH LEO LANE New 12" Cl 52 D.I. water line New 12" x 12" x 12" tee, thrust block and gate valve. New 45° bends with thrust blocks New 12" gate valve New 12" x 12" x 4" tee, thrust block and gate valve. New 45° bends with thrust blocks INTERSECTION WITH EASTVIEW LANE INTERSECTION WITH LEO LANE New 12" gate valves New 12" Cl 52 D.I. water line New 45° bends with thrust blocks New Hydrant assembly New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New SMh Rim 402.9 Inv. in 397.23 Inv. out 397.13 New 8" PVC S e w e r s=0.016 New 8" PVC Se w e r s=0.012 New 12" x 12" x 12" tee, thrust block and gate valve. New 12" C l 5 2 D . I . w a t e r l i n e New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8 " P V C S e w e r s=0.0 2 5 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: CP-13 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com ROAD & UTILITY PROFILE EXISTING OLD FARM ROAD EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1 CIVIL DETAILS & ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1.1 ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1.2 ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-1.3 ROAD SECTIONS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 EASTVIEW 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com SPECIFICATIONS: Plan Section 1" x 45° Chamfer Conduit Anchor Bolts Conduit, typ. Anchor Bolts PVC PVC 24" 5 ft. min. NOTE: See Electrical Plans for electrical, conduit, and grounding design. - Concrete Minimum Strength 5000psi @ 28 days - Reinforcement per Specification. Reinforcing shall be ASTM A615 Grade 60 - PVC Conduit Supplied by Others - Anchor Bolts Supplied by Others - Weights Subject to Variation (4) #4 Vertical rebar #4 rebar @ 12" o.c. horizontal 3" reveal. Verify with SBDPW.Finished grade Coordinate bolt configuration with light pole Maintain 3" clear (min.) for rebar from top, bottom, and sides Maintain 3" clear for rebar Weep hole for grounding conductor. 24" No. 6 soft drawn copper grounding conductor. Connect to grounding lug in pole. Weep hole. Install 1/2" flexible plastic conduit for #6 AWG soft copper grounding conductor. Connect to grounding electrode using an exothermic weld. 3/4" X 10' minimum copper clad grounding electrode Top of grounding electrode 12" minimum below ground level HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-2 CIVIL DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-3 CIVIL & WATER DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TAPPING SLEEVE & VALVE DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-5 A-5 Tapping Sleeve and Valve.dwg JUNE 2019 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT Minimum Area In Square Feet, Of Bearing Surface Required For Concrete Thrust Blocks 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT NOT TO SCALE θ NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: BEARING BLOCK Specifications Detail CHAMPLAIN WATER DISTRICT A-27 A-27 Bearing Block.dwg April 2019 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-4 CIVIL & WATER DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TYPICAL TRENCH DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-1 A-1 Typical Trench.dwg April 2019 HYDRANT ASSEMBLY NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: HYDRANT ASSEMBLY Specifications Detail CHAMPLAIN WATER DISTRICT A-16 A-16 Hydrant Assembly.dwg JUNE 2019 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-5 CIVIL & WATER DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com · · · · · · ·√ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·¾ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-6 CIVIL & SANITARY DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW A A B B HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-7 CIVIL & STORM DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW REQUIRED SIMPLE DISCONNECTION LENGTHS HSG OF SOIL IN DISCONNECTION AREA DISCONNECTION AREA SLOPE 0% - 8%8% - 15% A/B OR INFILTRATION RATE >= 0.5 IN/HR C/D OR INFILTRATION RATE <= 0.5 IN/HR 35' 65'85' 50'2'-0"1'-0" HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-8 CIVIL & STORM DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Maintenance: The plant biomass should be harvested annually, and accumulated sediment removed at intervals of 5-10 years. These activities may disrupt the wetlands system and may require some vegetation re-establishment. The riser pipes may clog and will require annual clean-out (it should be done in the winter time when one can walk on the wetland). ·First Year Post-Construction: Inspection frequency should occur after every major storm in the first year following construction. o Inspect that the system drains within 24-48 hours. o The plants may need watering if necessary during the first growing season. Revegetate if the vegetation is poorly establishing. o Identify areas of erosion and make timely repairs. o Check all inlets, outlets and subdrains for proper functioning. Risers may need to be cleaned. ·Post-Construction: Inspection frequency should occur at least every 6 months and after every major storm. Activities are expected to include: o Check the basin for a dense root mat establishment of wetland vegetation. o Check and clean the risers if there is evidence of standing water, discolored water or accumulated sediments in the cells. o Check and clean the forebay for sediments, trash and debris. When sediments have accumulated to a depth of 12 inches, standing water is persistent or wetland vegetation become established, the forebay will need to be excavated and reformed. o Verify that the cells drain within 24-48 hours. Sediment will need to be removed when an accumulation of 4 inches is evident over the wetland surface. o Check and clean all outlets and overflow spillway if blocked or there is evidence of structural damage or erosion. o Remove decaying vegetation, litter and debris. o Check for foreign species. Particular care must be used to avoid the unintended introduction of invasive species such as purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). It is recommended that a qualified wetland biologist be consulted when these are found in the area of the gravel wetland. GRAVEL WETLAND MAINTENANCE NOTES: 12" HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-9 CIVIL & STORM DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-10 EROSION PREVENTION & SEDIMENT CONTROL DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com 3B. 1. 6. 7. 2. 5. 4.8. 3. 1. 3A. EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-11 EROSION PREVENTION & SEDIMENT CONTROL DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com “” “” “” “” “” “” “” “” “” “” “” “” ’ ’ · · · · EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-12 EROSION PREVENTION & SEDIMENT CONTROL AND TREE PROTECTION DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW DEMARCATION TAPE DETAIL FOR PROTECTION OF MASS AREAS OF EXISTING TREES INDIVIDUAL TREE PROTECTION FLAGGING - PROJECT DEMARCATION TREE PROTECTION SPECIFICATIONS: 1. Locate and clearly identify trees to remain. Flag each trunk at 54 inches above the ground. 2. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. TREE AND PLANT PROTECTION ZONES 1. Protection-Zone Fencing: Install protection-zone fencing at the Critical Root Radius - a distance of 1' per every inch diameter of tree diameter measured at DBH (diameter @ breast height). Install protection-zone fencing along edges of protection zones before materials or equipment are brought on site and construction operations begin in a manner that will prevent people and animals from easily entering protected area except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives or other vehicular circulation. a. Plastic Protection-Zone Fencing: Install to comply with manufacturer's written instructions. b. Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to Landscape Architect. 2. Maintain protection zones free of weeds and trash. 3. Repair or replace trees to remain or be relocated that are damaged by construction operations, in a manner approved by the Landscape Architect. a. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. b. Temporary access is permitted subject to pre-approval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist. Maintain root buffer so long as access is permitted. ROOT PRUNING 1. Prune roots that are affected by temporary and permanent construction. Prune roots as follows: a. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments: do not break, tear, chop or slant the cuts. Do not use a backhoe or other equipment that rips, tears or pulls roots. b. Cut Ends: Do not paint cut root ends c. Temporarily support and protect roots from damage until t hey are permanently redirected and covered with soil. d. Cover exposed roots with burlap and water regularly. e. Backfill as soon as possible. 2. Root Pruning at Edge of Protection Zone: Prune roots flush with the edge of the protection zone, b y cleanly cutting all roots to the depth of the required excavation. 3. Root Pruning within Protection Zone: Clear and excavate by hand to the depth of the required excavation to minimize damage to root systems. use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possbile. CROWN PRUNING 1. Prune branches that are affected by temporary and permanent construction. Prune branches as follows: a. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. b. Pruning Standards: Prune trees according to ANSI A300 (Part1). c. Cut branches with sharp pruning instruments; do not break or chop. d, Do not apply pruning paint to wounds. 2. Chip removed branches and dispose of off-site. REGRADING 1. Lowering Grade: Where new finish grade is indicted below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. 2. Lowering Grade within Protection Zone: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist unless otherwise indicated. a. Root Pruning: Prune tree roots exposed by lowering the grade. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots as required for root pruning. 3. Raising Grade; Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. NOTE: If Contractor fails to enforce tree protection measures, resulting in damage and loss of tree(s), Contractor shall replace tree(s) with a 4" caliper substitute at the Contractors Expense. 6' LONG 1' 4"6' WIDE AT END OF OUTFALLMIRAFI 500X FABRIC UNDER AND TO SIDES OF STONE FLOW FROM FOUNDATION DRAIN PLAN 6" FOOTING OUTFALL FROM FOUNDATION DRAIN 6" MIN. 6" MIN. PROVIDE LIP LEVEL SPREADER AT END OF OUTFALL. CROSS SECTION FOOTING DRAIN OUTFALL DETAIL N.T.S. HAVE PIPE SIT A MINIMUM OF 3" ABOVE STONE OUTFALL TO MINIMIZE CLOGGING OF ORIFICE FROM DEBRIS AND VEGETATION 12" DEPTH OF STONE PER VT. SPEC. 706.01. OR APPROVED EQUAL. NOTE: Details on this sheet provided by Green Mountain Power. Confirm appropriate details with utility provider prior to installation. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: D-13 SITE ELECTRIC DETAILS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-1 EPSC PRE-CONSTRUCTION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 16 2.81 ac Lot 18 Open Space 1.17 ac Lot 19 Open Space 1.51 ac Lot 5 8.8 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 32 4.80 ac Lot 31 2.39 ac Lot 6 3.0 ac Lot 20 2.13 ac Lot 33 2.38 ac Lot 49 0.54 ac SEE SHEET EPSC-2SEE SHEET EPSC-4 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-2 EPSC PRE-CONSTRUCTION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 13 2.78 ac Lot 15 2.38 ac Lot 17 3.11 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 25 2.53 ac Lot 26 1.88 acSEE SHEET EPSC-1SEE SHEET EPSC-5 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-3 EPSC PRE-CONSTRUCTION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 35 2.38 ac Lot 37 1.10 ac Lot 36 0.66 ac Lot 34 1.30 ac Lot 18 Open Space 1.17 ac Lot 47 Open Space 12.64 ac Lot 38 1.55 ac SEE SHEET EPSC-4SEE SHEET EPSC-6 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-4 EPSC PRE-CONSTRUCTION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 47 Open Space 12.64 ac Lot 41 3.91 ac Lot 42 3.42 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 33 2.92 acLot 35 2.38 ac Lot 34 1.30 ac Lot 39 3.54 ac Lot 38 1.55 ac Lot 32 4.80 ac Lot 37 1.10 ac Lot 47 Open Space 12.64 ac Stabilized pad for crushing operations. Refer to plans Q1-Q4. Lot 40 1.90 ac Lot 50 1.15 ac Stabilized construction haul road from crusher area to residential development Stabilized construction haul road from crusher area to residential development Stabilized construction haul road to fill area SEE SHEET EPSC-6 SEE SHEET EPSC-2 SEE SHEET EPSC-5 TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-5 EPSC PRE-CONSTRUCTION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Archaeology Zone Archaeology Zone Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 29 1.04 ac Lot 30 0.30 ac Lot 47 Open Space 12.64 ac Lot 31 2.39 ac Lot 39 3.54 ac Stabilized pad for crushing operations. Refer to plans Q1-Q4. Lot 40 1.90 ac Lot 50 1.15 ac Stabilized construction haul road from crusher area to residential developmentSEE SHEET EPSC-4SEE SHEET EPSC-2 SEE SHEET EPSC-6 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-6 EPSC PRE-CONSTRUCTION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 40 1.90 ac Lot 41 3.91 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Lot 42 3.42 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 45 2.90 ac Stabilized construction haul road from crusher area to residential development Stabilized pad for crushing operations. Refer to plans Q1-Q4. Lot 50 1.15 ac Stabilized construction haul road to fill area SEE SHEET EPSC-4 Lot 5 8.8 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 33 2.38 ac 16-1 16-2 16-3 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 20-1 32-1 32-2 32-3 32-4 32-5 32-6 32-21 32-22 20-2 20-3 20-4 20-5 20-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Historic Barn G1 G2 G3 G4 G5 G6 PCG 418.5 PCG 417.6 PCG 417.4 PCG 416.7 PCG 415.6 PCG 414.2 PCG 412.1 PCG 410.8 PCG 409.5 PCG 408.4 PCG 406.7 PCG 404.5 PCG 409.5 PCG 412.2 PCG 414.2PCG 416.2 PCG 418.4 PCG 419.4PCG 420.0 PCG 417.2 8' paved multi-use path 9 Parking spaces 8' paved mul t i - u s e p a t h 11 Parking spaces 10' paved multi-use pathNew Pavillion New Paver parking Paver parking spaces (typ.) Lot 49 0.54 ac PCG 416.5 PCG 416.7 PCG 416.4 PCG 416.4 PCG 416.2 PCG 415.6 PCG 406.4 New concrete curb New concrete curb 5' concrete sidewalkFlush curb for ADA space HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-7 EPSC CONSTRUCTION PLAN LEO LANE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 5 8.8 ac EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-8SEE SHEET EPSC-18 SEE SHEET EPSC-11 Lot 32 4.80 ac 16-13 16-14 32-7 32-13 32-14 32-15 32-16 32-17 32-18 32-19 32-20 31-1 31-5 31-7 31-9 31-14 31-15 31-16 31-17 31-2 31-3 31-4 31-6 31-8 20-23 20-24 20-25 20-26 Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Lot 31 2.38 ac PARK SPACE Lot 11 1.2 ac Lot 24 1.25 ac 31-13 Lot 19 Open Space 1.51 ac 31-18 32-8 32-9 32-10 32-11 32-12 G7 G8 G9 G10 G11 G12 G13 G14 16-15 16-16 16-17 16-18 16-19 PCG 402.6 PCG 400.5 PCG 407.0 PCG 404.5PCG 407.9PCG 408.8PCG 40 8. 6 PCG 4 06. 8 17 Parking spaces 2 Parking spaces 8' paved multi-use p a t h 8' paved multi-us e p a t h Paver parking spaces (typ.) Raised crosswalk 24-1 24-2 24-3 24-4 Lot 23 0.12 ac Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s s N e w 1 5 " HD P E s = 0 . 0 2 1 New 15" HDPE s=0.08 6 New 15" HDPE s = 0.01 New 15" HDP E s =0.01 Ne w C B Ri m 3 6 7 . 3 Inv. i n 3 6 1 . 4 2 Inv . o u t 3 6 1 . 3 3 Inv. u d 3 6 4 . 3 Ne w C B Ri m 3 7 2 . 8 Inv. i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv. u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 Inv. u d 3 6 8 . 9 Ne w C B Rim 3 7 0 . 9 Inv. i n 3 6 6 . 1 5 Inv. o u t 3 6 6 . 0 5 Inv . u d 3 6 6 . 9 Ne w C B Ri m 3 7 0 . 9 Inv. i n 3 6 5 . 9 Inv. o u t 3 6 5 . 8 Inv. u d 3 6 6 . 6 5 Ri m 3 6 6 . 2 5 Inv . i n 3 6 1 . 8 Inv . o u t 3 6 1 . 7 Ne w C B Ri m 3 6 6 . 2 5 Inv. i n 3 6 2 . 0 Inv. o u t 3 6 1 . 9 Ne w C B Ri m 3 6 8 . 4 Inv. i n 3 6 2 . 8 2 Inv. o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 1 . 0 Inv . i n 3 6 6 . 2 5 Inv . o u t 3 6 6 . 1 5 Ne w C B Ri m 3 7 0 . 0 Inv. i n 3 6 5 . 2 5 Inv . o u t 3 6 5 . 1 5 Ne w C B Ri m 3 7 5 . 2 5 Inv. i n 3 7 0 . 5 Inv . o u t 3 7 0 . 4 Ne w C B Rim 3 7 5 . 5 Inv. o u t 3 7 1 . 0 New 1 2 " H D P E s=0.01 4New 1 5 " HDP E s = 0 . 1 1 5 New 12" HDPEs=0.012New 15" HDPE s=0.053 New 15" HDPEs=0.021Ne w 1 5 " H D P E s= 0 . 0 7New 15" HDPE s=0.005New 15" HDPEs=0.01G15 G16 G17 G18 G19 PCG 398.1 PC G 3 9 7 . 7 PCG 398 .5PCG 400.8PCG 401.4PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.9 PCG 410.9 PCG 410.7 PCG 410.7 PCG 4 1 0 . 2 PCG 41 2. 4 PCG 4 1 1. 2 PCG 408 . 7 PCG 407.7 PCG 407.4 PCG 407.0 PCG 384.8 PCG 384.0 PCG 384.0 PCG 383.8 G1 G2 G3 G4 PCG 3 85. 0 PCG 385.5Lot 52 0.55 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-8 EPSC CONSTRUCTION PLAN LEO LANE & OLD FARM ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-12SEE SHEET EPSC-7SEE SHEET EPSC-9 Tra s h / R e c y l c i n g Lot 17 2.48 ac Lot 21 0.50 ac Lot 26 1.32 ac Lot 25 1.27 ac Lot 19 Open Space 1.51 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 29 1.70 ac 10' p a v e d m u l t i - u s e p a t h10' concrete multi-use path Raised crosswalk Lot 22 0.35 ac Lot 30 Ne w g a t e val v e , c a p , stub , t h r u s t blo c k , a n d wit n e s s f o r 8 " wat e r m a i n . Ne w Hy d r a n t ass e m b l y Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s s New 15" HDPE s=0.086 New 15" HDPE s=0.039New 12" HDPE s=0.06New 1 5 " H D P E s = 0 . 0 2 New 15" HDPE s = 0 . 0 4 3 New 12" HDPE s=0 .03 Ne w C B Ri m 3 6 0 . 4 Inv. i n 3 5 5 . 6 5 Inv . o u t 3 5 5 . 5 5 Ne w C B Ri m 3 6 3 . 0 5 Inv. i n 3 5 8 . 3 Inv. o u t 3 5 8 . 2 Ne w C B Ri m 3 6 4 . 5 Inv. o u t 3 6 0 . 0 Ne w C B Ri m 3 6 4 . 6 Inv . i n 3 5 8 . 8 4 Inv . o u t 3 5 8 . 7 4 Ne w C B Ri m 3 5 9 . 5 5 Inv. o u t 3 5 5 . 0 5 Ne w C B Ri m 3 6 5 . 7 5 Inv. o u t 3 6 1 . 2 5 Ne w C B Ri m 3 7 2 . 8 Inv. i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv. u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 Inv . u d 3 6 8 . 9 Ne w C B Ri m 3 6 1 . 2 5 Inv . i n 3 5 6 . 5 Inv. o u t 3 5 6 . 4 New curb at existing Old Farm Road intersection Access route for C1-LR lots New 10' paved multi-use pathAccess route for C1-LR lots KIMBALL AVENUEKEN N E D Y D R I V E Existing Old Farm Road to be restored Lot 52 0.55 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-9 EPSC CONSTRUCTION PLAN OLD FARM ROAD & KIMBALL AVENUE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-10SEE SHEET EPSC-8 Business Park North Lot 4 2.4 ac Lot 29 1.70 ac TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 Lot 30 1.37 ac New 10' pave d multi-use pathNew 10' paved multi-use pathAccess route for C1-LR lots Access route for C1-LR lots Pedestrian easement Lot 52 0.55 ac Lot 51 0.86 ac Lot 56 0.96 ac Lot 29 1.70 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-10 EPSC CONSTRUCTION PLAN KIMBALL AVENUE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-9 SEE SHEET EPSC-13SEE SHEET EPSC-14 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 39-11 38-138-2 38-3 38-4 38-5 34-2 34-4 34-5 34-9 Lot 33 2.38 ac Lot 37 1.10 ac Lot 38 1.55 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 34-6 34-7 34-8 Lot 35 2.38 ac 35-12 35-13 35-14 35-15 37-2 37-3 37-4 37-5 37-6 35-16 35-17 35-18 37-1 35-11 PCG 393. 7 PCG 396.1 PCG 399.4 PCG 406.6 PCG 406.2 PCG 400.0 PCG 397.810' paved multi-use path10' paved multi-use pathNew Pavillion New Paver parking 34-10 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 Lot 36 0.66 ac PCG 423.8PCG 422.2PCG 419.8PCG 417.2PCG 414.1PCG 411.4PCG 408.0PCG 426.2PCG 423.6PCG 419.6PCG 415.4PCG 411.9PCG 425.9PCG 425.0PCG 423.1PCG 418.6PCG 414.1PCG 408.5PCG 403 .8PCG 401.9PCG 419.7PCG 415.8PCG 411.8PCG 407.8PCG 403.8PCG 401.0 PCG 424.6PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-11 EPSC CONSTRUCTION PLAN DANIEL DRIVE, BARN ROAD & MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-12SEE SHEET EPSC-7 SEE SHEET EPSC-18.1SEE SHEET EPSC-16 Lot 33 2.38 ac Lot 32 4.80 ac Lot 47 Open Space 12.61 ac Lot 39 3.54 ac 32-21 32-22 32-23 39-3 39-4 39-5 39-639-739-8 39-9 39-10 39-11 34-9 Lot 33 2.38 ac Lot 47 Open Space 12.61 ac Historic Barn 32-24 32-25 G1 PCG 400.0 PCG 397.8 PCG 396.1 PCG 394.4 PCG 395.2 PCG 392.0 PCG 39 1 . 8 PCG 3 9 4. 9 PCG 399 . 710' paved multi-use path10' paved multi-use pathNew Pavillion New Paver parking 34-10 Paver parking spaces (typ.) Lot 49 0.54 ac PCG 406.4 PCG 405.9 PCG 4 0 4. 7 PCG 4 0 2. 6 PCG 4 0 0 . 4 PCG 411.4PCG 408.0 New concrete curb New concrete curb 5' concrete sidewalk8' paved multi-use pathFlush curb for ADA space HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-12 EPSC CONSTRUCTION PLAN MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-13SEE SHEET EPSC-7 SEE SHEET EPSC-11SEE SHEET EPSC-15 Lot 31 2.39 ac Archaeology Zone Archaeology Zone 31-9 39-1 39-2 31-10 31-1131-12 Lot 39 3.54 ac 31-18 31-19 31-20 31-21 New parking with pervious pavers 31-22 31-23 31-24 31-25 31-26 PCG 40 4. 1 PCG 400.9 PCG 402.1 Access route for C1-LR lots 8' MI N 8' MI N PCG 407.0 PCG 386.0PCG 3 86. 9 PCG 387.8PCG 387.1PCG 387.3New 10' paved multi-use path DOG PARK (refer to Landscape Plans) Access route for C1-LR lots Lot 53 0.52 ac Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 29 1.70 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 47 Open Space 12.61 ac New concrete curb New g r a v el p a t hNew gravel pathNew grave l p a t h Ne w g r a v e l p a t h New c o n c r e t e w a l k HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-13 EPSC CONSTRUCTION PLAN MABEL WAY, O'BRIEN FARM ROAD, & KIMBALL AVENUE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-8 SEE SHEET EPSC-12SEE SHEET EPSC-14 Lot 40 1.90 ac Lot 41 3.65 ac 10' p a v e d m u l t i - u s e p a t h New 10' paved multi-use path10' paved multi-use path10' paved multi-use pathLot 50 1.15 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-14 EPSC CONSTRUCTION PLAN KIMBALL AVENUE & POTASH ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES Stabilized pad for crushing operations. Refer to plans Q1-Q4. SEE SHEET EPSC-13 SEE SHEET EPSC-15 Lot 47 Open Space 12.61 ac Lot 42 3.14 acLot 43 3.95 ac Lot 44 3.51 ac 10' p a v e d m u l t i - u s e p a t h 10' pav e d m u l t i - u s e p a t h 60' R i g h t o f w a y 5' co n c r e t e s i d e w a l k Lot 43 3.95 ac Lot 44 3.51 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-15 EPSC CONSTRUCTION PLAN POTASH ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-12 SEE SHEET EPSC-14SEE SHEET EPSC-17SEE SHEET EPSC-16 Lot 46 3.96 ac Lot 43 3.95 ac Lot 44 3.51 ac 38-5 Open Space Lot 44 3.51 ac 10' paved multi-use path HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-16 EPSC CONSTRUCTION PLAN POTASH ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-11 SEE RIGHTSEE LEFTSEE SHEET EPSC-15 SEE SHEET EPSC-17 Lot 48 Open Space 4.56 ac Lot 46 3.96 ac Lot 45 2.90 ac 10' paved multi-use pathHILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-17 EPSC CONSTRUCTION PLAN I/C LOTS AND FILL AREA Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-14 SEE SHEET EPSC-16 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-18 EPSC CONSTRUCTION PLAN PATH CONNECTION TO HILLSIDE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-7 New SpeedTableHILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-18.1 EPSC CONSTRUCTION & STABILIZATION PLAN SIDEWALK CONNECTION TO VT 116 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-11STABILIZATION NOTES: Old Farm Road Hines b ur g R o a d 16-2 16-3 Lot 16 2.81 ac PCG 417.6 New SMh Rim 399.9 Inv. in 394.2 Inv. out 394.1 16-17 16-18 16-19 New 8" PV C S e w e r s=0.01 G17 G18 G19PCG 398 .5PCG 400.8PCG 401.420-1 20-2 20-3 20-4 Lot 20 2.13 ac New 8" PVC Sewer s=0.01 PCG 420.0 8' paved multi-use path Inv. out 397.13 32-13 32-14 32-12 G12 G13 G14 New 8" PVC Sew e r s = 0 . 0 1 6 New 12" CL 52 D . I . w a t e r m a i n New Hydrant assembly PCG 410.7 PCG 410.7 PC G 4 1 0 . 2 31-1 31-2 Lot 31 2.38 acPCG 404.524-1 24-2 New Hydrant assembly PCG 384.8 PCG 384.0 G1 G2 31-19 31-20 31-21 31-22 31-23 31-24 New 8" P V C Se wer s=0.0075PCG 386.9PCG 387.8PCG 3 87.1 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-19 EPSC CONSTRUCTION PLAN INDIVIDUAL UNITS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES LOT 16 SINGLE FAMILY LOT 16 Cottages LOT 20 Tri-Plex LOT 24 SINGLE FAMILY LOT 31 Duplexes (Mabel Way) LOT 31 Duplexes (O'Brien Farm Road LOT 32 SINGLE FAMILY (Old Farm Road) 35-1 35-2 PCG 426.236-3 36-4 36-5 G5 G4 G3 Lot 36 0.66 ac PCG 426.3 PCG 426.4 PCG 426.4 Lot 32 4.80 ac 32-20 32-21 32-22 PCG 407.0 PCG 406.4 PCG 405 . 9 38-3 Lot 38 1.55 ac PCG 399.4 10' paved multi-use path 35-17 35-18PCG 425.9PCG 425.034-1 34-3 34-2PCG 423.8PCG 422.2concrete LOT 32 SINGLE FAMILY (Mabel Way LOT 35 Duplexes LOT 36 Cottages HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-20 EPSC CONSTRUCTION PLAN INDIVIDUAL UNITS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW LOT 34 Duplexes LOTS 34, 35, & 37 SINGLE FAMILY LOTS 38 & 39 SINGLE FAMILY CONSTRUCTION NOTES EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-21 EPSC STABILIZATION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 35 2.38 ac Lot 34 1.30 ac STABILIZATION NOTES: Lot 37 1.10 ac Lot 36 0.66 ac Lot 33 2.38 ac Lot 49 0.54 ac Lot 5 8.8 ac Lot 18 Open Space 1.17 ac Lot 7 2.4 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Lot 39 3.54 ac Lot 6 3.0 ac SEE SHEET EPSC-22SEE SHEET EPSC-23 TR1 TP5 TR1 TP4 TR1 TP3 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-22 EPSC STABILIZATION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Lot 13 2.78 ac Lot 15 2.38 ac Lot 17 3.11 ac STABILIZATION NOTES: GRAVEL WETLAND #3 GRAVEL WETLAND #6A GRAVELWETLAND #6BLot 32 4.80 ac Lot 16 2.81 ac Lot 19 Open Space 1.51 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 31 2.39 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 30 0.30 ac Lot 47 Open Space 12.64 acSEE SHEET EPSC-21SEE SHEET EPSC-24 8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-23 EPSC STABILIZATION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW STABILIZATION NOTES: GRAVEL WETLAND #5 GRAVEL WETLAND #4 GRAVEL WETLAND #8 Lot 39 3.54 acLot 38 1.55 ac Lot 47 Open Space 12.64 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Lot 42 3.14 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 45 2.90 ac Lot 50 1.15 ac GRAVEL WETLAND #7 SEE SHEET EPSC-24SEE SHEET EPSC-21 8' MIN 8' MIN EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-24 EPSC STABILIZATION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 47 Open Space 12.64 ac Lot 40 1.90 ac Lot 41 3.65 ac Business Park North Lot 4 2.4 ac STABILIZATION NOTES: Archaeology Zone Archaeology Zone DOG PARK Lot 27 1.00 ac Lot 28 2.11 ac Lot 29 1.04 ac Lot 30 0.30 ac SEE SHEET EPSC-23SEE SHEET EPSC-22