Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ZP-23-256 - 0053 Leo Lane 7/12/2023
ZP-23-256 06/30/2023 1,455.20 R12 single family dwelling SD-22-10A 01/19/2023 07/12/2023 07/28/2023 07/11/2024 (Acting) VIA HAND-DELIVERY June 27, 2023 Betsy Brown South Burlington Planning and Zoning 180 Market Street South Burlington, VT 05403 Re: Zoning Permit Application 53 Leo Lane, South Burlington, VT 05403 Betsy, Further to Final Plat Permit SD-22-10A, enclosed please find a zoning permit application for 53 Leo Lane, South Burlington, Vermont 05403, Unit 16-3 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 419.0 ft msl. The First Floor Elevation (FFE) is 420.3 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 22.5’, 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 23.8’, 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:53 Leo Lane Amount:8,002.27 Payment Type:Check #000503 Date:7/3/2023 Code Zoning Permit (New Residential)ZP-23-256 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 2508 0.45$ per sq. ft. 1,128.60$ plus 1068 0.20$ per sq. ft. 213.60$ plus 2 50.00$ per bay 100.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,455.20$ Sewer Allocation Fee WWA-23-140 #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-23-43 ww 63.00$ per connection 63.00$ Total (Impact Fees + Permit) 8,002.27$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at 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 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.COM5/11/2023 4:08:05 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-3.rvtA0.000SF-3 ZinniaSF210303.00MBSTJM--Hillside 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 FLOOR PLAN - ELEVATION B CRAFTSMANA1.110 MAIN FLOOR PLAN - ELEVATION B CRAFTSMANA1.120 UPPER FLOOR PLAN - ELEVATION B CRAFTSMANA1.200 EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMANA1.201 EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMANA1.300 ROOF PLAN - ELEVATION B CRAFTSMANA1.400 BUILDING SECTIONS - ELEVATION B CRAFTSMANA1.500 STAIR SECTIONA1.600 FLOOR PLAN OPTIONS - ALL ELEVATIONSA1.700 OPT DAYLIGHT BASEMENTA1.701 OPT DAYLIGHT BASEMENTA2.100 BASEMENT PLANA2.110 MAIN FLOOR PLAN - ELEVATION A FARMHOUSEA2.120 UPPER FLOOR PLAN - ELEVATION A FARMHOUSEA2.200 EXTERIOR ELEVATIONS - ELEVATION A FARMHOUSEA2.201 EXTERIOR ELEVATIONS - ELEVATION A FARMHOUSEA2.300 ROOF PLAN - ELEVATION A FARMHOUSEA2.400 BUILDING SECTIONS - ELEVATION A FARMHOUSEAD.1 ARCHITECTURAL DETAILSAD.2 ARCHITECTURAL DETAILSAD.3 ARCHITECTURAL DETAILSELECTRICALE1.100 BASEMENT ELECTRICAL PLAN - ELEVATION BCRAFTSMANE1.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION BCRAFTSMANE1.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION BCRAFTSMANE2.100 BASEMENT ELECTRICAL PLAN - ELEVATION AFARMHOUSEE2.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION AFARMHOUSEE2.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION AFARMHOUSEE.1600 OPT FINISHED BASEMENT ELECTRICALSTRUCTURALS-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 1147 SFUPPER FLOOR LIVABLE 1361 SFLIVABLE 2508 SF2-CAR GARAGE 583 SFPORCH 97 SFDECK 111 SFUNFINISHED BASEMENT 1037 SFNON-LIVABLE 1828 SFELEVATION A 4336 SFELEVATION BMAIN FLOOR LIVABLE 1147 SFUPPER FLOOR LIVABLE 1358 SFLIVABLE 2505 SF2-CAR GARAGE 628 SFPORCH 127 SFDECK 111 SFUNFINISHED BASEMENT 1037 SFNON-LIVABLE 1903 SFELEVATION B 4408 SFAREA SCHEDULE - OPTIONSAREA NAME AREAALL ELEVATIONSOPT. FINISHED BASEMENT 560 SFElevation B -CraftsmanElevation A -FarmhouseHillside at O'Brien Farm -South Burlington, Vermont UP 15 R.B-2A1.400B-1A1.4005' - 0"10' - 0"17' - 0"5' - 0"21' - 0"58' - 0"2' - 4"16' - 4"2' - 4"1' - 0"2' - 0"4' - 0"4' - 0"11' - 0"16' - 0"10' - 10 1/2"10"5' - 0"1' - 0"001UNEXCAVATEDUNEXCAVATEDAIR HANDLERUnfinished LowerLevelHRV21' - 0"14' - 0"12' - 11 1/4"10' - 8 1/4"5' - 0"7' - 0"7' - 0"1A1.50001010"4 1/2"3' - 1 1/2"0182A1.5000048"4040 XO4040 XO8' - 6"14' - 8"3' - 6"4' - 8"9' - 0"10"2' - 0"12' - 6"HOSEBIBISSUE 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.COM6/21/2023 12:04:03 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\53 Leo Lane\Selections\53 Leo Lane - SF-3.rvtA1.100SF-3 ZinniaSF210303.00MBSTJM--Hillside at O'Brien FarmSouth Burlington, VermontBASEMENT FLOOR PLAN - ELEVATION BCRAFTSMAN4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE1147 SFUPPER FLOOR LIVABLE 1361 SFLIVABLE2508 SF2-CAR GARAGE583 SFPORCH97 SFDECK111 SFUNFINISHED BASEMENT 1037 SFNON-LIVABLE1828 SFELEVATION A4336 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.SCALE: 1/4" = 1'-0"Basement Plan -Elevation BCONSTRUCTION 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 KEYNOTES001 DROP TOP OF FOUNDATION AT OVERHEADGARAGE DOOR.004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ONWALLS AND CEILINGS UNDER ACCESSIBLEENCLOSED STAIRS.010 HANDRAIL.018 3" RIGID INSULATION. DNDN 15 RISERSB-2A1.400B-1A1.4002' - 3"7' - 10 7/8"2' - 6"16' - 0"2' - 6"58' - 0"306831' - 0"5' - 0"34' - 0"16080 OGD2040 FX2 -3060 DH2040 DHTEMP2040 DH5' - 6"3' - 1"PORCH3010 FX ABV.4' - 4"1' - 8"1391384' - 0"w/1261301306' - 0"OPTOPT21' - 4"15' - 4"2' - 6"8' - 9"6' - 8"5' - 0"11' - 0"21' - 0"21' - 0"16' - 0"P.O.(2) 20683068 SC210683060 DH3060 DHTEMP.OPT 2030 FXTEMP.DECK2-CAR GARAGEO.E.FAMILYDININGKITCHENSTUDYPOWDER2-STORY CLGFOYERM.K.3060 DH(TEMP)3060 DH(TEMP)21068STORAGE5068 BP26686060 FX3010 FX ABV.3068 FRDR (TEMP)BENCHDROP ZONEOPT 2030 FX1101121031221221312x6 WALLA-1A2.400A-2A2.4001A1.5002030 FX1452-STRYCLG9'-0"CLG1311312A1.500C12108023' - 0"9' - 2 1/2"4' - 2 1/2"4' - 6 1/2"15' - 2 1/2"2' - 0"6' - 0 3/4"3 1/2"2' - 1"14' - 0"2' - 11 1/2"4' - 0 1/2"4' - 0 1/2"2' - 11 1/2"8' - 0"10' - 8 3/4"3' - 3 3/4"2' - 5 3/4"9 1/4"9' - 11 3/4"7' - 1"5 1/2"3' - 3"16' - 0 1/4"5' - 1"2' - 4 1/2"3' - 10 1/2"3' - 6"7' - 4 1/2"15' - 6 1/2"3' - 7"10' - 11 1/2"13' - 2 1/2"7' - 9 1/2"21' - 0"27' - 0"14' - 11"2' - 5 1/2"4' - 2"4' - 8 1/2"7' - 11 3/4"3' - 10 1/2"3' - 10 1/2"5' - 0"8' - 9"2' - 1"18' - 8 1/2"104101102109108108108109CARPETVINYLTILEHARDWOODLVPHOSEBIBISSUE 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.COM6/21/2023 12:04:04 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\53 Leo Lane\Selections\53 Leo Lane - SF-3.rvtA1.110SF-3 ZinniaSF210303.00MB STJM--Hillside at O'Brien FarmSouth Burlington, VermontMAIN FLOOR PLAN - ELEVATION BCRAFTSMAN4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Main Floor Plan -Elevation BAREA SCHEDULE - STANDARD - ELEV AAREA NAME AREAELEVATION AMAIN FLOOR LIVABLE1147 SFUPPER FLOOR LIVABLE 1361 SFLIVABLE2508 SF2-CAR GARAGE583 SFPORCH97 SFDECK111 SFUNFINISHED BASEMENT 1037 SFNON-LIVABLE1828 SFELEVATION A4336 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.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.112 PED. SINK.122 ROD & SHELF.126 LINE OF OVERHEAD GARAGE DOOR IN OPENPOSITION.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.138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BESPACED SUCH THAT 4" SPHERE CANNOT PASSBETWEEN BALUSTERS.139 MASONRY WAINSCOT.145 SHELF AT FINISH FLOOR LEVEL.C1 TYPICAL FLOOR CONSTRUCTION2x10 WALL DN 16 RISERS58' - 0"5' - 0"11' - 0"6' - 6 1/2"7' - 7"7' - 4"20' - 6 1/2"2' - 9"2' - 3"5' - 6"5' - 6"2' - 6"4' - 0 1/2"29' - 0"3050 DH2040 FX3050 DH2040 FX2040 FX3' - 9 1/2"3' - 9 1/2"3' - 5 1/2"3' - 10 1/2"7' - 6 1/2"5' - 0"2030 FXOPTIONALOPEN TO BELOW5' - 0"1' - 0"BEDROOM 4BATH 2LAUNDRYW.I.C.OWNER'S BATH8' -0" CLGOWNER'S SUITEW.I.C.W.I.C.BEDROOM 3BEDROOM 2W.I.C.OPT KID'S TECH7' - 8 1/2"7' - 2 1/2"2' - 5 1/2"DW2' - 5 1/2"7' - 9"11' - 10 1/2"2' - 6"10' - 8"2' - 6"15' - 8"2' - 0"58' - 0"OPT. 2030 FX2 -3050 DH2030 FX5068 BP26682468266824683050 DHTEMP.26682868246824683 -3050 DHOPT. 2040 DHOPT. 2040 DH2468246824682668OPT. 2030 FX246827' - 0"36x481131111101161111111101221221221191181211171221221221221222x6 WALL1321A1.5001341230101341221222x6 WALL2A1.5000"7' - 6 1/2"11' - 4"4' - 8 1/2"10' - 1"3' - 10 1/2"15' - 6 1/2"10' - 6 1/2"10' - 3"5' - 2 1/4"11' - 7 1/2"5' - 10 1/2"12' - 3 1/2"4' - 2"10' - 10 1/2"2' - 8 1/2"5' - 0"10' - 3"11' - 1"10' - 1"2' - 1"7' - 3 1/2"7' - 6 1/2"3' - 7"5' - 2"5' - 2"5' - 6 1/2"3' - 4 1/2"10' - 10 1/2"5' - 10 1/2"3' - 3"7' - 5 1/2"5' - 0"14' - 1"14' - 9"7' - 1"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.COM5/11/2023 4:08:10 PM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-3.rvtA2.120SF-3 ZinniaSF210303.00MB STJM--Hillside at O'Brien FarmSouth Burlington, VermontUPPER FLOOR PLAN - ELEVATION AFARMHOUSE4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020AREA SCHEDULE - STANDARD - ELEV BAREA NAME AREAELEVATION BMAIN FLOOR LIVABLE1147 SFUPPER FLOOR LIVABLE 1358 SFLIVABLE2505 SF2-CAR GARAGE628 SFPORCH127 SFDECK111 SFUNFINISHED BASEMENT 1037 SFNON-LIVABLE1903 SFELEVATION B4408 SFSCALE: 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.FLOOR PLAN KEYNOTES010 HANDRAIL.110 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.132 HALF WALL @ 36" A.F.F. W/ WOOD CAP.134 LINE OF FRAMING BELOW. 5.99 ft MAIN FLOORMAIN PLATE9' - 1 1/8"UPPER FLOORUPPER PLATE8' - 1 1/8"TOP OF FOUNDATION5125125125125122' - 0"202203213221206215222222222AD.313AD.22AD.24AD.27AD.110AD.211AD.28AD.11AD.22112072122232218' - 0"216OPTOPT214OPTIONAL STONEMAIN FLOORMAIN PLATE9' - 1 1/8"UPPER FLOORUPPER PLATE8' - 1 1/8"TOP OF FOUNDATIONBASEMENT FLOOR8' - 8"7AD.111AD.22223AD.12112132022232122227AD.2ISSUE 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.COM6/21/2023 12:04:07 PMC:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\53 Leo Lane\Selections\53 Leo Lane - SF-3.rvtA1.200SF-3 ZinniaSF210303.00MBSTJM--Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION BCRAFTSMAN4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Front ElevationSCALE: 1/4" = 1'-0"Rear ElevationEXTERIOR ELEV KEYNOTES202 6" LAP SIDING.203 SHAKE SIDING.204 VERTICAL SIDING.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.216 5/4x8 TRIM.220 DECORATIVE LOUVER (SIZE AS NOTED).221 DECORATIVE BRACKET.222 COMPOSITION SHINGLES.223 RAILING PER BUILDERS SPEC.EXTERIOR ELEVATION NOTES•REFER TO GENERAL NOTES AND DETAILSHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.•GRADE CONDITIONS MAY VARY FORINDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.•BUILDER TO PROVIDE ROOF AND SOFFITVENTS SPECIFIED BY ATTIC VENT SCHEDULE,OR APPROVED EQUAL.•PROVIDE GUTTERS AND DOWNSPOUTS ASSPECIFIED BY BUILDER.•INSTALL ALL PRE-MANUFACTURED MATERIALSPER 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.Elevation B -Craftsman MAIN FLOORMAIN PLATE9' - 1 1/8"UPPER FLOORUPPER PLATE8' - 1 1/8"TOP OF FOUNDATIONBASEMENT FLOOR8' - 8"6124126124122022132112062071AD.22AD.210AD.211AD.27AD.12' - 0"221212214223OPTIONAL STONEMAIN FLOORMAIN PLATE9' - 1 1/8"UPPER FLOORUPPER PLATE8' - 1 1/8"TOP OF FOUNDATIONBASEMENT FLOOR61261261241220221221121310AD.211AD.27AD.14AD.22222222212238' - 8"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.COM6/21/2023 12:04:08 PMC:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\53 Leo Lane\Selections\53 Leo Lane - SF-3.rvtA1.201SF-3 ZinniaSF210303.00MBSTJM--Hillside at O'Brien FarmSouth Burlington, VermontEXTERIOR ELEVATIONS - ELEVATION BCRAFTSMAN4601 Westown Parkway, Suite 208West Des Moines, Iowa 50266515 273 3020SCALE: 1/4" = 1'-0"Left ElevationSCALE: 1/4" = 1'-0"Right ElevationElevation B -CraftsmanEXTERIOR ELEV KEYNOTES202 6" LAP SIDING.203 SHAKE SIDING.204 VERTICAL SIDING.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.216 5/4x8 TRIM.220 DECORATIVE LOUVER (SIZE AS NOTED).221 DECORATIVE BRACKET.222 COMPOSITION SHINGLES.223 RAILING PER BUILDERS SPEC.EXTERIOR ELEVATION NOTES•REFER TO GENERAL NOTES AND DETAILSHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT.•GRADE CONDITIONS MAY VARY FORINDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS.•BUILDER TO PROVIDE ROOF AND SOFFITVENTS SPECIFIED BY ATTIC VENT SCHEDULE,OR APPROVED EQUAL.•PROVIDE GUTTERS AND DOWNSPOUTS ASSPECIFIED BY BUILDER.•INSTALL ALL PRE-MANUFACTURED MATERIALSPER 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.OPTOPT