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HomeMy WebLinkAboutAD-23-01 - Supplemental - 0500 Old Farm Road (3)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