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HomeMy WebLinkAboutAgenda 08E_SD-22-10_500 Old Farm_OBrien Eastview_FP_architectural planswww.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.