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Home My WebLink AboutAgenda 08_OBrien Eastview_PPFPwww.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM AGN0.1C1 07 / 2 3 / 1 8 COVER 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM AGN0.1C1 07 / 2 3 / 1 8 COVER 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) REVISIONS REVISIONS FD 8' - 9" CLG Unfinished Basement SUMP. WH FURN. 21 0 6 8 40 6 8 S L D 21068 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 1 2 RI S E R S 26'-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" 1 6 ' - 6 " 2 ' - 3 " 3 ' - 1 1 " 146 8' - 0 " 22 ' - 8 " 9'- 8 " 4'- 0 " 26'-0 1/2" 2 Car Garage 127 44 ' - 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A0.1C1 07 / 2 3 / 1 8 FOUNDATION/BASEMENT PLAN-C1 SCALE:1/4" = 1'-0" Foundation/Basement Plan BIRCHElevation - C1 REVISIONS 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 9' - 0" CLG Pwd. 9' - 0" CLG Family 9' - 0" CLG Dining 9' - 0" CLG Kitchen 21 0 6 8 2468 6068 SLD 286830 6 8 3060 SH3060 SH 2040 FX 20 4 0 S H 2 0 4 0 S H 20 4 0 S H 20 4 0 S H 3060 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 " 1 2 ' - 8 " 1 ' - 7 " 9 ' - 4 1 / 2 " 8 " 1 0 ' - 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 ' - 1 0 " 1' - 9 " 1 ' - 9 " DN 4 RI S E R S DN 5 RISERS DN 12 RISERS UP 1 6 R I S E R S 9' - 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" 30 2 0 T R N . AB V . 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 TE M P 45 ' - 1 0 " 45 ' - 1 0 " 2x 6 W A L L 2x 6 W A L L 137 137 2x6 WALL 131 131 131 2x6 WALL 6' - 6 " H . H . @ L A N D I N G TE M P . 7' - 0 " H . H . @ F O Y E R TE M P 150 152 112 110 26'-0 1/2" 153 FU L L H E I G H T S T U D WA L L O R C A P @ T O P O F FO U N D A T I O N . 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A1.1C1 07 / 2 3 / 1 8 MAIN FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Main Floor Plan Elevation - C1 REVISIONS BIRCH 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 Loft 26 6 8 26 6 8 40 6 8 S L D 40 6 8 S L D 2468 24 6 8 26 6 8 2468 24 6 8 4040 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 " 1 4 ' - 1 1 / 2 " 11 ' - 0 " 1' - 6 " 1 3 ' - 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 ' - 1 0 1 / 2 " 4 ' - 1 0 1 / 2 " 9 ' - 1 " 11 ' - 0 " 39 ' - 1 0 " 39 ' - 1 0 " 20 4 0 F X 2 0 4 0 F X 2 0 4 0 F X 26'-0 1/2" 4'-8" DN 1 6 R I S E R S 1 A-A6.1C1 2 A-A6.1C1 1 A-A5.1 2 A-A5.1 CL COMMONWALL CL COMMONWALL OP E N T O BE L O W 122 122 111 110 116 113 111 111 110 122 122 124 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' - 1 0 " 4' - 1 0 1 / 2 " 3' - 1 1 " 6' - 1 " 3'- 1 1 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A2.1C1 07 / 2 3 / 1 8 UPPER FLOOR PLAN-C1SCALE:1/4" = 1'-0" Upper Floor Plan Elevation - C1 REVISIONS BIRCH 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" 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' - 1 0 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A3.1C1 07 / 2 3 / 1 8 EXTERIOR 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 REVISIONS BIRCH 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 " 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 STOOP 11 ' - 0 " 3' - 1 0 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A3.1C2 07 / 2 3 / 1 8 EXTERIOR 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 REVISIONS BIRCH 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM AGN0.1C2 07 / 2 3 / 1 8 COVER 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 1 1 RI S E R S 2 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 21 0 6 8 40 6 8 S L D 8" 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 Garage 51'-4" 51'-4" UP 2x 6 W A L L F-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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A0.1C1 07 / 2 3 / 1 8 FOUNDATION/BASEMENT PLAN-C1 SCALE:1/4" = 1'-0" Foundation/Basement Plan MAPLEElevation - C1 REVISIONS 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 3 3 9' - 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 21068 20 6 8 6068 SLD 3060 SH 3060 SH 20 4 0 S H 20 4 0 S H 3060 SH 3060 SH 4'-4" 4'-8"4'-8" 5'-8" 2'-6" 9'-0" 2'-2" 30 6 8 11'-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 1 1 R I S E R S DN 4 RISERS UP 1 6 RI S E R S 1/2" 13'-8"10'-4" 2'-0" 26'-0 1/2" 30 2 0 T R N . AB V 6010 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 TE M P 51'-4" 137 137 2x 6 W A L L 2x6 WALL 131 131 20 4 0 S H TE M P 6' - 6 " H . H . @ L A N D I N G TE M P 7' - 0 " H . H . @ F O Y E R 7' - 0 " H . H . @ F O Y E R 124 133132 150152 26'-0 1/2" 51'-4" 124 153 1'-8" 3'-8" 1'-8" 5 1/2" FU L L H E I G H T S T U D W A L L OR C A P @ T O P O F FO U N D A T I O N 9'-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- S I D E D 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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A1.1C1 07 / 2 3 / 1 8 MAIN FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Main Floor Plan Elevation - C1 REVISIONS MAPLE 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 " C L G Ow n e r ’ s B a t h 26682668 50 6 8 S L D 5068 SLD 16 6 8 2868 2468 26 6 8 2468 24 6 8 2068 4040 SLD 2020 FX 30 5 0 S H 2020 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" 20 4 0 F X 20 4 0 F X 3050 SH3050 SH3050 SH 30 5 0 S H 3'-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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A2.1C1 07 / 2 3 / 1 8 UPPER FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Upper Floor Plan Elevation - C1 REVISIONS MAPLE 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 FLOOR 8'-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 FLOOR 8'-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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A3.1C1 07 / 2 3 / 1 8 EXTERIOR 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 REVISIONS MAPLE 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 FLOOR 8'-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 FLOOR 8'-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: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A3.1C2 07 / 2 3 / 1 8 EXTERIOR 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 REVISIONS MAPLE 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.