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HomeMy WebLinkAboutZP-24-348 - 0187 Leo Lane 10/18/2024ZP-24-348 10/10/24 163 R1 PRD convert 836 sf of basement to finished space (Acting) 10/18/2024 10/17/202511/3/2024 IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A0.000 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 18 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t COVER SHEET Hillside at O'Brien Farm -187 Leo Lane South Burlington, Vermont AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1171 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2216 SF 2-CAR GARAGE 464 SF PORCH 119 SF DECK 143 SF UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1742 SF ELEVATION A 3958 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 1016 SF NON-LIVABLE 1732 SF ELEVATION B 3946 SF AREA SCHEDULE - OPTIONS AREA NAME AREA OPT FINISHED BASEMENT FINISHED BASEMENT 754 SF UNFINISHED 231 SF TOTAL 984 SF Elevation B -Craftsman SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL AD.4 CABINET DETAIL ARCHITECTURAL A0.000 COVER SHEET A0.001 ARCHITECTURAL GENERAL NOTES A1.100 BASEMENT FLOOR PLAN - ELEVATION B CRAFTSMAN A1.110 MAIN FLOOR PLAN - ELEVATION B CRAFTSMAN A1.120 UPPER FLOOR PLAN - ELEVATION B CRAFTSMAN A1.200 EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMAN A1.201 EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMAN A1.300 ROOF PLAN - ELEVATION B CRAFTSMAN A1.400 BUILDING SECTIONS - ELEVATION B CRAFTSMAN A1.500 STAIR SECTION A1.600 FLOOR PLAN OPTIONS - ALL ELEVATIONS A1.700 OPT DAYLIGHT BASEMENT A1.701 OPT DAYLIGHT BASEMENT A2.100 BASEMENT FLOOR PLAN - ELEVATION A FARMHOUSE A2.110 MAIN FLOOR PLAN - ELEVATION A FARMHOUSE A2.120 UPPER FLOOR PLAN - ELEVATION A FARMHOUSE A2.200 EXTERIOR ELEVATIONS - ELEVATION A FARMHOUSE A2.201 EXTERIOR ELEVATIONS - ELEVATION A FARMHOUSE A2.300 ROOF PLAN - ELEVATION A FARMHOUSE A2.400 BUILDING SECTIONS - ELEVATION A FARMHOUSE AD.1 ARCHITECTURAL DETAILS AD.2 ARCHITECTURAL DETAILS AD.3 ARCHITECTURAL DETAILS ELECTRICAL E1.100 BASEMENT ELECTRICAL PLAN - ELEVATION B CRAFTSMAN E1.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION B CRAFTSMAN E1.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION B CRAFTSMAN E1.600 FLOOR PLAN OPTION - ELECTRICAL PLANS E2.100 BASEMENT ELECTRICAL PLAN - ELEVATION B E2.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION B E2.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION B STRUCTURAL S-0.1 GENERAL NOTES S-0.2 GENERAL NOTES S-0.3 GENERAL NOTES S-0.4 TYPICAL DETAILS S-0.5 TYPICAL DETAILS S-0.6 TYPICAL DETAILS S-0.7 TYPICAL DETAILS S-0.8 TYPICAL DETAILS S-0.9 TYPICAL DETAILS S-0.10 TYPICAL DETAILS S-0.11 TYPICAL DETAILS S-0.12 TYPICAL DETAILS S-1.0 FOUNDATION ELEVATION A S-1.1 FOUNDATION ELEVATION B S-2.0 FRAMING ELEVATION A S-2.1 FRAMING ELEVATION A S-2.2 FRAMING ELEVATION B S-2.3 FRAMING ELEVATION B S-2.4 OPTIONAL BASEMENT PLANS ALL ELEVATIONS S-3.0 SHEARWALL ELEVATION A S-3.1 SHEARWALL ELEVATION A S-3.2 SHEARWALL ELEVATION A S-3.3 SHEARWALL ELEVATION B S-3.4 SHEARWALL ELEVATION B S-3.5 SHEARWALL ELEVATION B TOTAL NUMBER OF SHEETS: 56 UP 15 RISERS A-1 A1.400 45 ' - 0 " 2' - 0 " 6' - 0 " 40' - 0" 11' - 10"7' - 4"20' - 10" 10"8' - 4"1' - 4"8' - 4"2' - 0" 1' - 0 " 22 ' - 4 " UNEXCAVATED 1' - 0 " 7' - 0 " 21 ' - 0 " 10 " 9' - 8 1 / 2 " 001 001 A-2 A1.400 21 ' - 8 " 37 ' - 0 " 45 ' - 0 " 18' - 0"22' - 0" 10 " 10" 10 " 10" 10" 10 " 1 A1.500 6' - 0"6' - 0" MECHANICAL UNEXCAVATED 12 ' - 0 " 9' - 8"4' - 6"6' - 2"10" 1' - 4 " 12' - 0" 10"17' - 2"1' - 4"5' - 0"3' - 5 1/2" 3 1 / 2 " 6' - 1 1 " 3050 DH (2) 3068 FR DR (TEMP)3050 DH 9' - 0"12' - 2"12' - 10"6' - 0" 17' - 0"11' - 0" 40' - 0" 12 ' - 0 " 17' - 2"2' - 9 1/2"3' - 6 1/2"3' - 5 1/2"5 1/2"10' - 11" 2x6 WALL 2x 6 W A L L 004 016 018 10 " 10 " 10" WH 30 6 8 010 16 RISERS AS REQUIRED 8" 17' - 2" 10" 7' - 0 1 / 4 " 8' - 4 1 / 4 " 7' - 6 1 / 4 " 13 ' - 1 1 1 / 2 " 14 ' - 7 3 / 4 " 5' - 10 1/2" 5' - 6 " BASEMENT BEDROOM FAMILY STOR. 24 6 8 2x6 WALL BASEMENT BEDROOM BATH 3 2668 21068 21068 20 6 8 WH STORM SUMP 20' - 5" 8' - 5 1 / 2 " 10' - 4 1/2" 4 1 / 2 " 10 ' - 2 1 / 2 " 3' - 1 " 4' - 6"1' - 8 1/2"3' - 10 1/2" 3' - 0 1 5 / 3 2 " 11 1 / 2 " 11 1 / 2 " 2' - 11"10' - 4 1/2" 6' - 1 1 " 6' - 1 1/2" 4' - 1 " 3' - 1"1' - 11"3' - 1 1/4"3' - 9 1/2" Finished Floor & Tile Schedule: Hardwood:Novella Hemingway Oak (Kitchen, Dining, Flex, Pantry, Family Room, & Loft) LVP:Tarkett Spicebark Hickory Camino (Mudroom) Carpet:Pinpoint -Champagne Fizz 6309 (Stairs, Upstairs Hallway, All Bedrooms, WICs, Finished Basement Bonus, and Bedroom) Vinyl:Barn Jazz Prairie 27021 (Laundry, & Bath 2, Basement Bath, & Basement Mudroom) Tile: Primary Bathroom Floor:Cava -Gray 12x12 Grout: Smoke Grey CARPET VINYL TILE HARDWOOD LVP IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.100 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 18 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t BASEMENT FLOOR PLAN - ELEVATION B CRAFTSMAN AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1171 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2216 SF C 2-CAR GARAGE 464 SF E PORCH 119 SF D DECK 143 SF E UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1742 SF ELEVATION A 3958 SF GENERAL FLOOR PLAN NOTES •MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) •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. •PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. •ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. •PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. •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. •PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. •ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) •ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) •CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. •ALL ELECTRICAL AND MECHANICAL 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 U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. •FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 010 HANDRAIL. 016 LINE OF DECKING ABOVE. 018 3" RIGID INSULATION. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B Craftsman CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. Flooring Key HOSEBIB