HomeMy WebLinkAboutZP-22-034 - 0228 Two Brothers Drive 3/1/202222-034
2/16/22 1,230.35 R12
single family home
8/17/17 #SD-17-17
03/01/2022
03/16/2022 03/15/2023
Acting
Property Owners Name:O'Brien Farm Road, LLC
Property Location:228 Two Brothers Drive
Amount:7,572.19 Payment Type:Check #06194 Date:2/16/2022
Code
Zoning Permit (New Residential)ZP-22-034 zp Recording fee 13.00$
plus
2211 0.45$ per sq. ft. 994.95$
plus
612 0.20$ per sq. ft. 122.40$
plus
2 50.00$ per bay 100.00$
plus
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,230.35$
Sewer Allocation Fee WWA-22-105 #204 242.95 g.p.d x 13.06$ 3,172.93$
Bartlett Bay
x Airport Parkway
Recreation Impact Fee #220 1,665.08$
South Village Recreation Impact Fee #243 -$
Road Impact Fee #221 944.89$
Fire Impact Fee #203 -$
Police Impact Fee #222 495.94$
Dorset Street Waterline Fee #230 -$
Sewer Connection Inspection WW-22-05 ww 63.00$ 63.00$
Total (Impact Fees + Permit) 7,572.19$
Planning & Zoning Invoice
Residential Impact & Permit Fees
garage bay(s) at
Amount Due
sq. ft building at
sq. ft unfinished basement at
JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Uphill LotAGN0.109/01/17COVER SHEET, SHEETINDEXSouth Burlington, VT 05403SHEET INDEXA4.1.2 FOUNDATION & PARTIAL FINISHEDWALKOUT PLANAGN0.1 COVER SHEET, SHEET INDEXAGN0.2 GENERAL NOTESE0.1.1A BEDROOM & BATH WALKOUT ELECTRICALA0.1A FOUNDATION/ LOWER LEVEL PLANA1.1A MAIN FLOOR PLANA3.1A EXTERIOR ELEVATIONS & ROOF PLAN-AA4.2.1A OPT. COVERED DECK-AA6.1A BUILDING SECTIONS-AA6.2A BUILDING SECTIONS-AA0.1C FOUNDATION/ BASEMENT PLAN-CA1.1C MAIN FLOOR-CA3.1C EXTERIOR ELEVATIONS & ROOF PLAN-CA6.1C BUILDING SECTIONS-CA6.2C BUILDING SECTIONS-CA4.2.2 OPT. MUDROOM PLANSA4.1.1 FOUNDATION/FINISHED BASEMENTA4.2.1 OPT. FLOOR PLANSA5.1 STAIR SECTIONELECTRICALE0.1A LOWER LEVEL ELECTRICAL PLAN-AE1.1A MAIN FLOOR ELECTRICAL PLAN-AE0.1C WALKOUT ELECTRICAL PLAN-CE1.1C MAIN FLOOR ELECTRICAL PLAN-CAD.4 DETAILSSTRUCTURALS0.1A MAIN FLOOR FRAMING PLAN-AS1.1A ROOF FRAMING PLAN-AS0.1C MAIN FLOOR FRAMING PLAN-CS1.1C ROOF FRAMING PLAN-CDETAILSAD.1 DETAILSAD.2 DETAILSAD.3 DETAILSSquare Footages-AELEVATION ABASEMENT LIVING 489 SFMAIN FLOOR LIVING 1719 SFTOTAL LIVING 2208 SFBluebellPLAN OPTIONSBASEMENT BEDROOM/BATH 211 SFSouth Burlington, VermontO'Brien Home FarmSingle Family Uphill Lot BluebellFarmhouse Elevation - ACOMMON LANDSCAPE PLANSITE GRADING PLANTYP. SINGLE FAMILY UPHILL PLANTING PLANREVISIONS
FDCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.WHFURN306826683050 DH3050 DH2 Car GarageUP 15 RISERS16070 OGD40'-0"11'-8"15'-0"13'-4"6'-0" 4'-0"38'-0"10'-0"6'-0"22'-8"19'-4"4'-0" 6'-0"11'-4"7'-9"20'-11"40'-0"6'-2"6'-2"27'-8"2A6.1A3A6.2A1A6.1A1A5.138'-0"4'-0" 6'-0"8' - 9" CLGUnfinished Basement8' - 9" CLGMudroom11'-9 1/2"3'-8 1/2"3'-6 1/2"18'-0"5'-7" 13'-5" 3'-8" 8"8"4 1/2"18'-0"14'-3"6'-0 1/2"8"122125128127132BEARING WALLF-CF-2F-2F-PF-PF-PF-2F-21471471301421262'-0"W-8TYPICAL1481481488"6'-10"6'-10"8"2'-6 1/4"4 3/4"5'-8 3/4"2x6 WALL12458'-0"58'-0"5'-10"5'-6"2'-0"4'-0"2'-0"10'-4"10'-4"13'-7 1/4"8'-7 3/4"2-2x10 DROPPED BEAMHOSE BIB40681228' - 0" CLGBasement Bonus21068SYMBOLTYPESIZEFOOTING SCHEDULEF-PPIER (EXTERIOR)REINFORCING12" SONOTUBE W/ BELL BOTTOMNAF-C CONTINOUS FOOTING2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUSF-2PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NACOLUMN6x6 TREATED POSTNA*NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES.COMMENTS48" MIN. BELOW FINISH GRADE3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE*SYMBOLWALL THICKNESSWALL HEIGHTFOUNDATION WALL SCHEDULEW-8 8" 9'-0"REINFORCING2 #4 BARS TOP & BOTTOM*CONTINUOUS FOOTING1'-4"x 0'-8" W/ 2-#4's CONTINUOUS*IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTINGGENERAL BASEMENT PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING:** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.)* PROVIDE BLOCKING FOR ALL GRABBARS IN BATH, SEE DETAILS.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Uphill LotA0.1A09/01/17FOUNDATION/ LOWER LEVELPLANSouth Burlington, VT 05403SCALE:1/4" = 1'-0" (22x34)Foundation/ Lower Level PlanBluebellKEYNOTES:FLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.113 SHOWER (SIZE PER PLAN).115 DROP IN TUB W/ PLATFORM.116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR INOPEN POSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TOEXTERIOR ELEVATIONS FOR HEIGHTSAND DETAILS).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.138 2X6 HALF WALL @ 34 1/2" A.F.F. W/COUNTER139 2X4 LOW WALL 36" A.F.F.142 OPTIONAL PET SPACE 36" A.F.F.147 LINE OF DECK ABOVE.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.REVISIONS
DNCONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.9' - 0" CLGFamily9' - 0" CLGNook9' - 0" CLGKitchen9' - 0" CLGMaster Bedroom9' - 0" CLGLaundry9' - 0" CLGBath 29' - 0" CLGW.I.C.9' - 0" CLGBedroom 2Porch26682068266821068210682106820682106830686068 FRENCH210683060 DH3060 DH 3060 DH3060 DH 3060 DH2060 DH2060 DH2030 FX 2030 FX3060 DH3060 DH3060 DHFoyer15'-0"13'-4"5'-10"5'-10"7'-6"7'-6"6'-4"7'-0"12'-4"25'-8"4'-0"4'-0" 2'-0"42'-0"4'-0"19'-5"2'-0"11'-4"7'-4"11'-11"9'-5"3'-2"5'-0"3'-2"4'-0"3'-4"6'-0"5'-11"2'-4"4'-5"2'-8"DN 15 RISERSDN AS REQ'D2A6.1A3A6.2A1A6.1A1A5.16010 TRN ABV.6010 TRN ABV.2'-0" 2'-0"26'-10 1/2"1'-8"8"4'-0"18'-11 1/2"6'-2"2'-0"2'-0"15'-11"3'-6"5'-3 1/2"1'-7 1/2"1'-7"4'-4 1/2"11'-2 1/2"22'-11 1/2"6'-3"2'-3"4'-5"5'-4"4'-4"7'-10"3'-6"4"3'-2 1/2"9 1/2"2'-0"3'-6"3'-0"5'-9 1/2"26'-0 1/2"13'-0 1/2"1011071081081091091091091081021031041101111111111161171221221221191181211231241301371391331088" 5'-4"6'-0" 4'-0"38'-0"11'-4"8'-0"20'-8"40'-0"2x6 WALL2x6 WALL2x6 WALL33"x60"3'-8 1/2"3'-1"4'-5 1/2"2'-4 1/2"5'-0"8"6'-8"8"8" 3'-4"1'-4"4'-0"1'-4"1521521511501526'-2"11'-10 1/2"HOSE BIB6'-9 1/2"4'-2 1/2"OPTIONAL3060 DH3060 DH42"x42"Glass French 50686'-3 1/2"8'-4"3'-6"5'-7 1/2"210682106821068 PKTGENERAL FLOOR PLAN NOTES:* ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE.* ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.* ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE.* WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS.* ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS.* ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE.* TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES.* FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS.* TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG.* PROVIDE BLOCKING FOR ALL GRABBARS IN BATH, SEE DETAILS.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Uphill LotA1.1A09/01/17MAIN FLOOR PLANSouth Burlington, VT 05403SCALE:1/4" = 1'-0" (22x34)Main Floor PlanBluebellKEYNOTES:FLOOR PLAN101 SINK W/ GARBAGE DISPOSAL.102 DISHWASHER.103 REFRIGERATOR.104 RANGE W/ HOOD/MICRO.107 PANTRY SHELVES PER BUILDER SPEC.108 BASE CABINETS.109 UPPER CABINETS.110 WATER CLOSET.111 LAV. SINK.113 SHOWER (SIZE PER PLAN).115 DROP IN TUB W/ PLATFORM.116 TUB/SHOWER (SIZE PER PLAN).117 LINEN SHELVES PER BUILDER SPEC.118 WASHER.119 DRYER.121 LINE OF SHELF ABOVE.122 ROD & SHELF.123 ATTIC ACCESS (22"x30" U.N.O.).124 HANDRAIL.125 SOLID CORE DOOR W/ SELF CLOSER.126 LINE OF OVERHEAD GARAGE DOOR INOPEN POSITION.127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD INGARAGE AS REQUIRED BY CODE.128 SLOPE GARAGE FLOOR 1/8" PER FOOTTOWARD GARAGE DOOR OPENING.130 LINE OF SOFFIT ABOVE (REFER TOEXTERIOR ELEVATIONS FOR HEIGHTSAND DETAILS).132 LINE OF FRAMING ABOVE.133 LINE OF FRAMING BELOW.135 PREFABRICATED FIREPLACE, GAS(NON-WOOD BURNING) AS SPECIFIED BYBUILDER.137 42" HIGH EXTERIOR GUARDRAIL W/BALUSTERS TO BE SPACED SUCH THAT 4"SPHERE CANNOT PASS BETWEENBALUSTERS.138 2X6 HALF WALL @ 34 1/2" A.F.F. W/COUNTER139 2X4 LOW WALL 36" A.F.F.142 OPTIONAL PET SPACE 36" A.F.F.147 LINE OF DECK ABOVE.148 BEAM POCKET.150 TOILET PAPER HOLDER 19" MIN A.F.F.151 TOWEL BAR 48" A.F.F.152 TOWEL RING 48" A.F.F.REVISIONS
CONSTRUCTION ASSEMBLIES:T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANSA. ROOF CONSTRUCTION:COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE.B1. TYPICAL SIDING WALL CONSTRUCTION:SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.B2. TYPICAL STONE VENEER WALL CONSTRUCTION:ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES.INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER.C. TYPICAL FLOOR CONSTRUCTION:FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS.MAIN FLOOR CEILING: 1/2" GYPSUM BOARD.D. CONCRETE SLAB CONSTRUCTION:4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL.BASEMENT FLOORT.O.F.MAIN FLOORMAIN PLATE9'-1 1/8"11 1/2"8'-8"PORCH PLATE APORCH STOOP8'-10"4'-8"10" 12"10" 12"2032237'-7 3/4"4AD.210AD.28AD.2215201AD.333AD.16AD.22132072162052232112102154" / 12"6" / 12"6" / 12"10" / 12"10" / 12"1'-0"1'-0"RAKETYP.EAVETYP.BASEMENT FLOORT.O.F.MAIN FLOORMAIN PLATE8'-8" 11 1/2" 9'-1 1/8"2032232109AD.21AD.23AD.18AD.2201BASEMENT FLOORT.O.F.MAIN FLOORMAIN PLATE9'-1 1/8"11 1/2"8'-8"PORCH PLATE APORCH STOOP8'-10"4'-8"4" 12"7'-7 3/4"2232112102012032058AD.23AD.19AD.21AD.26" 12"215BASEMENT FLOORT.O.F.MAIN FLOORMAIN PLATEPORCH PLATE APORCH STOOP8'-10"4'-8"4" 12"8'-8" 11 1/2" 9'-1 1/8"2157'-7 3/4"2232112052033AD.15AD.28AD.29AD.26" 12"17'-0 7/16"4'-8"GENERAL EXTERIOR ELEVATION NOTES:* GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN.* PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER.* PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER.JOB NO:DRAWN:PROJ MGR:CHECKED:ISSUE DATE:O'Brien Home Farm Single Family Uphill LotA3.1A09/01/17EXTERIOR ELEVATIONS &ROOF PLAN-ASouth Burlington, VT 05403SCALE:1/4" = 1'-0" (22x34)Front ElevationSCALE:1/8" = 1'-0" (22x34)Roof PlanSCALE:1/8" = 1'-0" (22x34)Rear ElevationSCALE:1/8" = 1'-0" (22x34)Right ElevationSCALE:1/8" = 1'-0" (22x34)Left ElevationElevation - FarmhouseBluebellKEYNOTES:EXTERIOR ELEVATION201 ROOFING PER BUILDER SPEC.203 6" LAP SIDING.204 SHAKE SIDING.205 BOARD & BATTEN SIDING.207 PANEL SIDING.208 STONE VENEER.209 STONE CAP.210 ALUMINUM WRAPPED 2x8 FASCIA.211 ALUMINUM WRAPPED 2x8 RAKE.212 5/4x2 TRIM.213 5/4x4 TRIM.214 5/4x6 TRIM.215 5/4x8 TRIM.216 5/4x10 TRIM.219 12"x48" SHUTTERS220 18"x60" SHUTTERS221 18"x72" SHUTTERS223 5/4x6 FRIEZE TRIM.NOTE:* REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THERIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED,THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED ATTHE SOFFIT.** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFITAREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUALTOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCEAPART FROM ONE ANOTHER.ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA...ATTIC VENTILATION SCHEDULE (ELEVATION A)Name AreaTOTAL NETVENTED(1/300) (SQ IN)TOTAL NETVENTED(1/150) (SQ IN)*LOWER VENTMIN (50%)*LOWER VENTMAX (60%)*UPPER VENTMIN (40%)*UPPER VENTMAX (50%)MAIN ROOF 1719 SF 825 in² 1650 in² 412 in² 495 in² 330 in² 412 in²LOWER ROOF 47 SF 22 in² 45 in² 11 in² 13 in² 9 in² 11 in²REVISIONS