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ZP-23-372 - 0081 Leo Lane 9/25/2023
ZP-23-372 09/25/2023 1,480.70 R1 PRD single family home #SD-22-10A 01/19/2023 09/25/2023 (Acting) 09/24/202410/10/2023 Property Owners Name:O'Brien Eastview Property Location:81 Leo Lane Amount:12,786.48 Payment Type:check #001089 Date:9/25/2023 Code Zoning Permit (New Residential)ZP-23-372 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 2906 0.45$ per sq. ft. 1,307.70$ plus 300 0.20$ per sq. ft. 60.00$ plus 2 50.00$ per bay 100.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,480.70$ Sewer Allocation Fee WWA-23-159 #204 249.15 g.p.d x 14.57$ 3,630.12$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 $100.00 per application $100.00 School Impact Fee #222S 6,061.35$ Recreation Impact Fee* #220 /unit -$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $954.51 /unit 954.51$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.80 /unit 496.80$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WW-23-59 ww 63.00$ per connection 63.00$ Total (Impact Fees + Permit) 12,786.48$ *credit issued by City Council on 6/26/23 Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at New SMh #4 Rim 408.95 Inv. in 402.73 Inv. out 402.63 New SMh#3 Rim 414.82 Inv. in 409.02 Inv. out 408.92 New SMh#2 Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB#7 Rim 411.35 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB#8 Rim 411.35 Inv. fd. 399.1 Inv. out 397.85 New CB#5 Rim 414.95 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB#6 Rim 414.95 Inv. fd 404.1 Inv. out 402.85 New CB#3 Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB#4 Rim 417.30 Inv. fd 407.8 Inv. out 406.55 Lot 16 2.81 ac Lot 20 2.13 ac 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 32-1 32-2 32-3 32-4 32-5 32-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 32 4.80 ac New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. G1 G2 G3 G4 G5 G6 New 8" PVC Sewer s=0.022 New 8" PVC S e w e r s = 0 . 0 1 2 New 8" PVC Sew e r s = 0 . 0 1 2 PCG 418.5 PCG 418.0 PCG 417.0 PCG 416.0 PCG 414.75 PCG 413.5 PCG 412.25 PCG 410.75 PCG 408.75 PCG 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 8' paved mul t i - u s e p a t h 11 Parking spaces New 15" HDPENew 15"HDPENew 15"HDPENew 18" HDPE s=0.19 New 15" HDPE s=0.025 New 15" HDP E s = 0 . 1 8 New 12" HDPE New 12" HDP E New Hydrant assembly New Hydrant assembly New 12" CL 52 D.I. water main New Hydrant assembly New 12" D.I. CL 5 2 w a t e r m a i n New 34" k copper water service and curb stop. Typical all units. New 12" gate valves New 12"tee with valve & thrust block New 45° bends with thrust blocks PCG 417.0 PCG 417.5 PCG 417.5 PCG 417.25 PCG 416.2 PCG 415.6 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 20' access and utility easement New 12" D.I . C L 5 2 w a t e r m a i n New underground power to existing 200 Old Farm Road. New 5' concrete sidewalk New 5' concrete sidewalk New 4' concrete sidewalkNew Drop Inlet#1 Rim 415.5 Inv. 412.0 New YD Rim 415.5 Inv. 411.5 New YD Rim 413.3 Inv. 410.5 New YD Rim 413.3 Inv. 410.1 New YD Rim 413.3 Inv. 410.3 New YD Rim 412.0 Inv. 409.0 New YD Rim 411.3 Inv. 408.2 New Drop Inlet #2 Rim 411.3 Inv. 407.0 NewYD Rim 409.0 Inv. 406.0 New YD Rim 408.3 Inv. 405.5 New 12" HDPE s=0.024 New 12" HDPE s=0.022 Maintain 18" min. vertical separation between water and sewer (typ.) HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE PLAN - LEO LANE and Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C-9SEE SHEET C-2SEE SHEET C-13 SEE SHEET C-4 UP 15 RISERS1A1.500UNEXCAVATEDUNEXCAVATEDSTORAGEAIR HANDLERHRV6068 BP210682106821068BEDROOM 4FAMILYBATH 31668MECHANICAL10"6 1/2"10' - 1 1/2"2' - 2"3' - 7 1/2"8' - 8"12' - 8"6 1/2"10"8"6 1/2"3' - 4"4' - 2"2' - 5"2' - 5"3' - 7"8 1/2"5' - 3"2' - 10 1/2"12' - 4"10 1/2"12' - 8 1/2"3' - 4"3' - 7 1/2"2' - 9 1/2"4' - 1"9' - 7 1/2"18' - 0"22' - 0"10"3"9"5' - 1"11' - 1"2X6 WALL2X6 WALL2X6 WALL11111011611712201001700410"3"1' - 5"2' - 7"1' - 10"WH018ISSUE DATE:REVISIONSJOB NO:PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINAR7/27/2023 11:48:58 AMC:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.600SF-1 VIOLETSF210303.00MB MB, STJM--Hillside at O'Brien FarmSouth Burlington, VermontFLOOR PLAN OPTIONS - ALL ELEVATIONSGENERAL 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.NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE.Floor Plan OptionsAll Elevations SimilarSCALE: 1/4" = 1'-0"Opt. Finished Basement Plan DNUP 16 RISERSDNDN 15 RISERSA-1A1.40041' - 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"(2)-3060 DH23' - 0"1' - 8"9' - 8"1' - 8"5' - 4"1' - 8"2' - 0"16080 OGD4' - 0"41' - 0"40' - 0"55' - 0"w/ 3010 FX ABV.PORCH1261301301234' - 0"6' - 0"11 1/2"23' - 0"4' - 0"139OPT.139OPT.A-2A1.40022' - 6 1/2"55' - 0"6' - 0"5 1/2"10' - 6 1/2"4' - 0"9' -0" CLGFAMILYFAMILYDECK9' -0" CLGDININGDININGKITCHENPANTRY2-CAR GARAGE9' -0" CLGFLEXFLEX2-STORY CLGFOYER9' -0" CLGPOWDERPOWDER9' -0" CLGP.O.P.O.O.E.40' - 0"17' - 4"22' - 8"18' - 0"22' - 0"BENCH3068 SC266824683060 DH3060 DH(2)-3060 DH(2) 3068 FRDR (TEMP)30682040 DH16682106828686' - 11 1/2"18' - 0"1A1.500OPTIONALw/ 6010 FX ABV.1011021041031071071091091081081091091081081081221331121101221242-STRY9' - 0"CLGCLG9' - 0" 2-STRYCLGCLG9'-0"CLG2-STRYCLG1338' - 0"10' - 0"1361291291281271381311311091315 1/2"4' - 0"7' - 10 1/2"1' - 0"4' - 8"5 1/2"9 1/4"2x6 WALL2x6 WALL1081451337' - 1"3' - 5 1/4"7' - 3"3' - 6"7' - 3"2' - 0"6' - 0"8' - 0"8' - 0"8' - 10"2' - 1"3 1/2"5' - 10 1/2"3 1/2"3 1/2"8' - 1"4' - 4"4' - 2 1/4"12' - 3 1/2"21' - 1"5 1/2"2' - 9"4' - 11"5' - 0"2' - 4 1/2"2' - 9"3' - 6"12' - 5"5' - 7"4' - 8"11' - 11"3' - 4"3' - 4"7 1/4"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.PRELIMINAR7/27/2023 11:48:56 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.110SF-1 VIOLETSF210303.00MB MB, STJM--Hillside at O'Brien FarmSouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION ASCALE: 1/4" = 1'-0"Main Floor Plan -Elevation B CraftsmanAREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE1123 SFUPPER FLOOR LIVABLE 1041 SFLIVABLE2164 SF2-CAR GARAGE498 SFPORCH135 SFDECK225 SFUNFINISHED BASEMENT 955 SFNON-LIVABLE1813 SFELEVATION A3977 SFGENERAL 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.CONSTRUCTION ASSEMBLIESA1.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/ ROOFSHEATHING o/ ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVEB1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ 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.FLOOR PLAN KEYNOTES101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.112 PED. SINK.122 ROD & SHELF.123 ATTIC ACCESS.124 HANDRAIL.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 FOOT TOWARDGARAGE DOOR OPENING.129 LINE OF FOUNDATION BELOW.130 LINE OF SOFFIT ABOVE (REFER TO EXTERIORELEVATIONS FOR HEIGHTS AND DETAILS).131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR& 7'-0" AT UPPER FLOOR.133 LINE OF FRAMING ABOVE.136 PREFABRICATED FIREPLACE, GAS (NON WOODBURNING) AS SPECIFIED BY BUILDER.138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BESPACED SUCH THAT 4" SPHERE CANNOT PASSBETWEEN BALUSTERS.139 MASONRY WAINSCOT.145 SHELF AT FINISH FLOOR LEVEL. DN 16 RISERSA-1A1.4001A1.50011' - 9 1/2"39' - 0"6' - 0"19' - 0"4' - 0"13' - 4"5' - 1 1/2"21' - 6 1/2"10' - 6"2' - 10"5' - 1 1/2"21' - 6 1/2"0"(2)-3050 DH6' - 6"4' - 0"2' - 4"2' - 9 1/2"11' - 3 1/2"2' - 6 1/2"47' - 0"47' - 0"40' - 0"134134A-2A1.4006' - 0"4' - 0"13' - 3"7' - 11"20' - 0"20' - 0"6' - 0"13' - 0"6' - 8 1/2"BEDROOM 2LAUNDRYOWNER'S BATHOWNER'S SUITEW.I.C.BATH 28' -0" CLGBEDROOM 3BEDROOM 3(2)-3050 DH(3)-3050 DH2040 DH2040 FX4050 FX2668266824685068 BP166828682468246826685068 BPOPT. 2468OPEN TO BELOW40' - 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"6' - 10"7' - 0"18' - 0"3' - 5 1/2"2' - 0"22' - 0"7' - 2"14' - 10"14' - 10"2' - 0"1181191131111111101161101111221221221221221321171211341341231241322x6 WALL8' - 0"7' - 6"CLG CLG7' - 8 1/2"2' - 4 1/2"5' - 10 1/2"4' - 0"5' - 9"13' - 10"4' - 3 1/2"4"4' - 2"1' - 9"7' - 9"7' - 10 1/2"3 1/2"8' - 7 1/2"4' - 3"7' - 2 1/2"3' - 7"10' - 11 1/2"1' - 7"14' - 1"13' - 1"5' - 9"10' - 6"36x482' - 6 1/2"10' - 0 1/2"3' - 7"5' - 5 1/2"6' -11 1/2"10' - 4 1/2"5' - 11"5' - 7"2' - 4 1/2"7' - 10"10' - 1"2' - 1"1' - 7"3 1/2"2' - 1 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.PRELIMINAR7/27/2023 11:48:57 AMC:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.120SF-1 VIOLETSF210303.00MBMB, STJM--Hillside at O'Brien FarmSouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION AAREA SCHEDULE - STANDARD - ELEV AAREA NAMEAREAELEVATION AMAIN FLOOR LIVABLE1123 SFUPPER FLOOR LIVABLE1041 SFLIVABLE2164 SF2-CAR GARAGE498 SFPORCH135 SFDECK225 SFUNFINISHED BASEMENT955 SFNON-LIVABLE1813 SFELEVATION A3977 SFFLOOR PLAN KEYNOTES110 WATER CLOSET.111 LAV. SINK.113 SHOWER (36X48).116 TUB/SHOWER (33X60).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS.124 HANDRAIL.132 HALF WALL @ 36" A.F.F. W/ WOOD CAP.134 LINE OF FRAMING BELOW.SCALE: 1/4" = 1'-0"Upper Floor Plan -Elevation B CraftsmanGENERAL FLOOR PLAN NOTES•MAIN FLOOR WINDOWS WILL HAVE A WINDOWHEAD 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 ONEWINDOW IN ALL BEDROOMS TO HAVE A CLEAREGRESS OPENING -SEE GENERAL NOTES.WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2.•PROVIDE GYPSUM BOARD -SEE GENERALNOTES FOR CODE REQUIREMENTS.•ANY EXTERIOR SHELF BELOW WINDOW SILLSHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT.•PROVIDE PRESSURE BALANCE ORTHERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS.•SHOWER AREA WALLS SHALL BE FINISHEDWITH 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 INBATHS, SEE DETAILS.•ALL PARTITIONS ARE DIMENSIONED TO FACEOF 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 AMINUMUM OF 15" FROM ANY VERTICALSURFACE OR FIXTURE.•ALL ELECTRICAL AND MECHANICALEQUIPMENT, 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 WALLSAND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.•FOR ADDITIONAL INFORMATION SEE GENERALNOTES AND DETAILS.CONSTRUCTION ASSEMBLIESA1.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/ ROOFSHEATHING o/ ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVEB1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ 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. OPTIONAL STONE(2) 2020 FX BLACKOUT @ 12'-6" H.H.ISSUE DATE:REVISIONSJOB NO:PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINAR7/27/2023 11:48:57 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.200SF-1 VIOLETSF210303.00MB MB, STJM--Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION AEXTERIOR ELEV KEYNOTES202 6" LAP SIDING.203 SHAKE SIDING.205 BOARD & BATTEN.206 STONE VENEER.207 STONE CAP.211 1x8 FASCIA/RAKE.212 5/4x6 FRIEZE TRIM.213 5/4x6 CORNER TRIM.214 5/4x4 TRIM.215 5/4x6 TRIM.221 DECORATIVE BRACKET.222 COMPOSITION SHINGLES.223 RAILING PER BUILDERS SPEC.SCALE: 1/4" = 1'-0"Front ElevationElevation A -CraftsmanEXTERIOR ELEVATION NOTES• REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.• GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.• BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.• PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.• 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 ASSEMBLIESA1.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/ ROOFSHEATHING o/ ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVEB1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ 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.SCALE: 1/4" = 1'-0"Rear Elevation OPTIONAL STONEISSUE DATE:REVISIONSJOB NO:PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.PRELIMINAR7/27/2023 11:48:58 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.201SF-1 VIOLETSF210303.00MB MB, STJM--Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION AEXTERIOR ELEV KEYNOTES202 6" LAP SIDING.203 SHAKE SIDING.205 BOARD & BATTEN.206 STONE VENEER.207 STONE CAP.211 1x8 FASCIA/RAKE.212 5/4x6 FRIEZE TRIM.213 5/4x6 CORNER TRIM.214 5/4x4 TRIM.215 5/4x6 TRIM.221 DECORATIVE BRACKET.222 COMPOSITION SHINGLES.223 RAILING PER BUILDERS SPEC.Elevation A -CraftsmanEXTERIOR ELEVATION NOTES• REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.• GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.• BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL.• PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.• 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 ASSEMBLIESA1.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/ ROOFSHEATHING o/ ROOF FRAMING MEMBERS (ASNOTED ON FRAMING PLANS).CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVEB1. TYPICAL SIDING WALL CONSTRUCTION:SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ 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.SCALE: 1/4" = 1'-0"Left ElevationSCALE: 1/4" = 1'-0"Right Elevation