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HomeMy WebLinkAboutZP-23-257 - 0039 Leo Lane 7/12/2023ZP-23-257 06/30/2023 1,288.40 single family dwelling SD-22-10a 01/19/2023 07/12/2023 07/28/2023 07/11/2024 (Acting) VIA HAND-DELIVERY June 28, 2023 Betsy Brown South Burlington Planning and Zoning 180 Market Street South Burlington, VT 05403 Re: Zoning Permit Application 39 Leo Lane, South Burlington, VT 05403 Betsy, Further to Final Plat Permit SD-22-10A, enclosed please find a zoning permit application for 39 Leo Lane, South Burlington, Vermont 05403, Unit 16-2 on the Final Plat/Site Plan submitted as part of SD-22-10A. Also enclosed please find: 1.A Water Allocation Application; 2.A Wastewater Allocation Application. 3.A wastewater Connection Application. 4.A site plan of the applicable area of the proposed home. 5.An architectural drawing showing compliance with plans proposed and permitted in SD- 22-10A. 6.A check for the requisite fee. Regarding the height of the proposed structure, please note that the preconstruction grade elevation (PCG) of the lot is 419.7 ft msl. The First Floor Elevation (FFE) is 421.3 ft msl. The PCG is calculated on the approved project plans by the project engineer. The height from FFE to the mid-point of the tallest roof plane is 22.67’, as shown on the attached plan. The height of the building is the FFE, less the PCG, plus the height to the roof midpoint. This is 24.27’, below the height limit of the district and SD-22-10A. Please contact us with any questions or concerns. Sincerely, Brandon Secl, Estimator Property Owners Name:O'Brien Eastview Property Location:39 Leo Lane Amount:7,835.47 Payment Type:check #000502 Date:7/3/2023 Code Zoning Permit (New Residential)ZP-23-257 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 2164 0.45$ per sq. ft. 973.80$ plus 1008 0.20$ per sq. ft. 201.60$ plus 2 50.00$ per bay 100.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,288.40$ Sewer Allocation Fee WWA-23-141 #204 242.95 g.p.d x 13.45$ 3,267.68$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 $100.00 per application $100.00 Recreation Impact Fee #220 $1,665.08 /unit 1,665.08$ 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-23-44 ww 63.00$ per connection 63.00$ Total (Impact Fees + Permit) 7,835.47$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at New SMh Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 419.3 Inv. in 413.58 Inv. out 413.48New 12" D.I. water mainNew CB Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.30 Inv. fd 407.8 Inv. out 406.55 New CB Rim 419.14 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB Rim 419.14 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 1.15 ac 16-1 16-2 16-3 16-4 20-1 20-2 20-3 20-4 20-5 20-6 20-7 Lot 16 2.81 ac Lot 20 2.13 ac New 4" PVC SDR 35 sanitary service. s=1 4"/ft. min. Typical all units. FUTURE ATHLETIC FIELD and/or ACTIVE USE AREA New 8" PVC Sewer s=0.01 8' paved multi-use path 9 Parking spaces New 15"HDPENew 15" HDPENew 15" HDPE s=0.01 New 12"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" gate valves New 12" CL 52 D.I. water main New Hydrant assembly New 34" k copper water service and curb stop. Typical all units. New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 12"tee with valve & thrust block New 12" gate valves New 45° bends with thrust blocks New 30' access and utility easement New 10' paved pathNew 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 419.4PCG 420.0 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN - LEO LANE 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 Lot 5 8.8 ac EASTVIEW SEE SHEET C-10SEE SHEET C-2.1 SEE SHEET C-9 SEE SHEET C-3 ISSUE DATE:REVISIONSJOB NO:PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.BSBDESIGN.COM5/30/2023 2:56:50 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA0.000SF-1 VIOLETSF210303.00MBMB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontCOVER SHEET4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SHEET INDEXSHEET NUMBER SHEET NAMEARCHITECTURALA0.000 COVER SHEETA0.001 ARCHITECTURAL GENERAL NOTESA1.100 BASEMENT PLAN - ELEVATION AA1.110 MAIN FLOOR PLAN - ELEVATION AA1.120 UPPER FLOOR PLAN - ELEVATION AA1.200 EXTERIOR ELEVATIONS - ELEVATION AA1.201 EXTERIOR ELEVATIONS - ELEVATION AA1.300 ROOF PLAN - ELEVATION AA1.400 BUILDING SECTIONS - ELEVATION AA1.500 STAIR SECTIONA1.600 FLOOR PLAN OPTIONS - ALL ELEVATIONSA1.700 OPT DAYLIGHT BASEMENTA1.701 OPT DAYLIGHT BASEMENTA2.100 BASEMENT PLAN - ELEVATION BA2.110 MAIN FLOOR PLAN - ELEVATION BA2.120 UPPER FLOOR PLAN - ELEVATION BA2.200 EXTERIOR ELEVATIONS - ELEVATION BA2.201 EXTERIOR ELEVATIONS - ELEVATION BA2.300 ROOF PLAN - ELEVATION BA2.400 BUILDING SECTIONS - ELEVATION BAD.1 ARCHITECTURAL DETAILSAD.2 ARCHITECTURAL DETAILSAD.3 ARCHITECTURAL DETAILSELECTRICALE1.100 BASEMENT ELECTRICAL PLAN - ELEVATION AE1.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION AE1.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION AE1.600 FLOOR PLAN OPTION - ELECTRICAL PLANSE2.100 BASEMENT ELECTRICAL PLAN - ELEVATION BE2.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION BE2.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION BSTRUCTURALS-0.1 GENERAL NOTESS-0.2 GENERAL NOTESS-0.3 GENERAL NOTESS-0.4 TYPICAL DETAILSS-0.5 TYPICAL DETAILSS-0.6 TYPICAL DETAILSS-0.7 TYPICAL DETAILSS-0.8 TYPICAL DETAILSS-0.9 TYPICAL DETAILSS-0.10 TYPICAL DETAILSS-0.11 TYPICAL DETAILSS-0.12 TYPICAL DETAILSS-1.0 FOUNDATION ELEVATION AS-1.1 FOUNDATION ELEVATION BS-2.0 FRAMING ELEVATION AS-2.1 FRAMING ELEVATION AS-2.2 FRAMING ELEVATION BS-2.3 FRAMING ELEVATION BS-2.4 OPTIONAL BASEMENT PLANS ALL ELEVATIONSS-3.0 SHEARWALL ELEVATION AS-3.1 SHEARWALL ELEVATION AS-3.2 SHEARWALL ELEVATION AS-3.3 SHEARWALL ELEVATION BS-3.4 SHEARWALL ELEVATION BS-3.5 SHEARWALL ELEVATION BTOTAL NUMBER OF SHEETS: 55AREA SCHEDULE - STANDARDAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE 1123 SFUPPER FLOOR LIVABLE 1041 SFLIVABLE 2164 SF2-CAR GARAGE 498 SFPORCH 135 SFDECK 225 SFUNFINISHED BASEMENT 955 SFNON-LIVABLE 1813 SFELEVATION A 3977 SFELEVATION BMAIN FLOOR LIVABLE 1123 SFUPPER FLOOR LIVABLE 1041 SFLIVABLE 2164 SF2-CAR GARAGE 498 SFPORCH 129 SFDECK 225 SFUNFINISHED BASEMENT 955 SFNON-LIVABLE 1807 SFELEVATION B 3971 SFHillside at O'Brien Farm -South Burlington, VermontAREA SCHEDULE - OPTIONSAREA NAME AREAALL ELEVATIONSOPT FINISHED BASEMENT +655 SFElevation B -FarmhouseElevation A -Craftsman UP 15 RISERSA-1A1.40023' - 0"6' - 0"40' - 0"20' - 0"20' - 0"3' - 0"16' - 4"2' - 10"13' - 4"4' - 6"22' - 2"4' - 0"6' - 0"4' - 0"10"UNEXCAVATED16' - 4 1/2"55' - 0"4' - 0"001A-2A1.40055' - 0"1A1.500UNFINISHEDBASEMENTUNEXCAVATEDAIR HANDLERHRV4040 XO4040 XO4040 XO40' - 0"17' - 4"22' - 8"7' - 8 1/2"7' - 3"7' - 8 1/2"18' - 0"22' - 0"9' - 0"9' - 0"6' - 0"9' - 0"7' - 0"18' - 0"2' - 0"8' - 0"8' - 0"2x6 WALL2x6 WALL16' - 6"3' - 7 1/2"3' - 4"12' - 8 1/2"8"6 1/2"3' - 3"2"4' - 2"2' - 2"2' - 11"3' - 6"5 1/2"0100040110179' - 3 1/2"016018ISSUE 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.BSBDESIGN.COM5/10/2023 3:37:46 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.100SF-1 VIOLETSF210303.00MBMB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontBASEMENT PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA 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.FLOOR PLAN KEYNOTES001 DROP TOP OF FOUNDATION AT OVERHEADGARAGE DOOR.004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ONWALLS AND CEILINGS UNDER ACCESSIBLEENCLOSED STAIRS.010 HANDRAIL.011 EMERGENCY EGRESS: WINDOW SHALL COMPLYWITH GOVERNING FIRE & BUILDING CODES.MAXIMUM SILL HEIGHT OF EGRESS WINDOWSSHALL BE NO MORE THAN 44" A.F.F.016 LINE OF DECKING ABOVE.017 GYPSUM BOARD OPENING 7'-6" AT BASEMENT.018 3" RIGID INSULATION.SCALE: 1/4" = 1'-0"Basement Plan -Elevation ACONSTRUCTION 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. DNUP 16 RISERSDNDN 15 RISERSA-1A1.4003' - 6"2' - 3"41' - 0"6' - 0"20' - 0"20' - 0"13' - 4"4' - 8"22' - 0"6' - 6"6' - 10"2' - 4"2' - 4"11' - 0"11' - 0"OPT. 2020 FX(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 DH3060 DH(2)-3060 DH(2) 3068 FRDR (TEMP)3068OPT. 2020 FXOPT. 2020 FX2040 DH16682106828683060 DH6' - 11 1/2"2' - 6"11' - 6"1' - 9 1/2"1' - 9"3' - 6"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.BSBDESIGN.COM5/10/2023 3:32:42 PM 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--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Main Floor Plan -Elevation AAREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR 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. DNUP 16 RISERSDNDN 15 RISERS8080 OGD8080 OGDOPT. 2020 FX3060 DH3060 DH40' - 0"18' - 8"21' - 4"8"5' - 6"8"5' - 6"8"5' - 0"8"3' - 5"6' - 2"3' - 9"2' - 4"2' - 4"6' - 0"10' - 0"6' - 0"13' - 4"4' - 8"22' - 0"3' - 6"2' - 3"8"5' - 4"11' - 0"6' - 0"41' - 0"47' - 0"23' - 0"4' - 0"41' - 0"11 1/2"6' - 0"4' - 0"w/ 3010 FX ABV.PORCH12312612613013019' - 0"3' - 4"8"B-1A2.400B-2A2.4006' - 0"4' - 0"7' - 0"23' - 0"55' - 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 DH3060 DH(2)-3060 DH(2) 3068 FRDR (TEMP)3068OPT. 2020 FXOPT. 2020 FX2040 DH16682106828683060 DH6' - 11 1/2"2' - 6"11' - 6"1' - 9 1/2"1' - 9"3' - 6"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.BSBDESIGN.COM5/10/2023 3:39:04 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA2.110SF-1 VIOLETSF210303.00MB MB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV BAREA NAME AREAELEVATION BMAIN FLOOR LIVABLE1123 SFUPPER FLOOR LIVABLE 1041 SFLIVABLE2164 SF2-CAR GARAGE498 SFPORCH129 SFDECK225 SFUNFINISHED BASEMENT 955 SFNON-LIVABLE1807 SFELEVATION B3971 SFFLOOR 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.145 SHELF AT FINISH FLOOR LEVEL.SCALE: 1/4" = 1'-0"Main Floor Plan -Elevation BGENERAL 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. 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 SUITEUNFINISHEDSTORAGEW.I.C.BATH 28' -0" CLGBEDROOM 3BEDROOM 3(2)-3050 DH(3)-3050 DHOPT. 2020 FXOPT. 2020 FXOPT. 2020 FX2040 DH2040 FX4050 FX2668266824685068 BP1668286824682468246826685068 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"4' - 6"3' - 0"3' - 0"4' - 4"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.BSBDESIGN.COM5/10/2023 3:32:42 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.120SF-1 VIOLETSF210303.00MB MB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA 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 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 AGENERAL 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. 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.BSBDESIGN.COM5/10/2023 3:51:21 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA1.200SF-1 VIOLETSF210303.00MBMB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020EXTERIOR 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.BSBDESIGN.COM5/10/2023 3:48:06 PM 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--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION A4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020EXTERIOR 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 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.BSBDESIGN.COM5/10/2023 3:32:45 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA2.200SF-1 VIOLETSF210303.00MB MB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020EXTERIOR 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 ElevationSCALE: 1/4" = 1'-0"Rear ElevationElevation B -FarmhouseEXTERIOR 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. PITCH BREAKISSUE DATE:REVISIONSJOB NO:PROJ MGR:CHECKED:DRAWN:THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © BSB DESIGN MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES.BSBDESIGN.COM5/10/2023 3:48:06 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-1_R2019_detached.rvtA2.201SF-1 VIOLETSF210303.00MB MB, STJM--BID SET - NOT FOR CONSTRUCTION - 11-03-2022Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION B4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020EXTERIOR 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"Left ElevationSCALE: 1/4" = 1'-0"Right ElevationElevation B -FarmhouseEXTERIOR 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. 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1 OVERALL SITE PLAN 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 pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.15 ac Lot 19 Open Space 0.75 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-24 31-1 31-5 31 - 7 3 1 - 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-26Lot 38 1.56 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 32-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 1.37 ac Lot 36 0.63 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL Airport Appro a c h C o n e Airport Appr o a c h C o n e Airpor t A p p r o a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 58 0.76 ac