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HomeMy WebLinkAboutZP-24-173 - 0157 Leo Lane 6/6/2024ZP-24-173 05/30/2024 1,455.00 R1 single family home #SD-22-10A 01/19/2023 06/06/2024 06/22/2024 06/05/2025 (Acting) VIA HAND-DELIVERY May 24, 2024 Betsy Brown South Burlington Planning and Zoning 180 Market Street South Burlington, VT 05403 Re: Zoning Permit Application 157 Leo Lane, South Burlington, VT 05403 Betsy, Further to Final Plat Permit SD-22-10A, enclosed please find a zoning permit application for 157 Leo Lane, South Burlington, Vermont 05403, Unit 16-11 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. Regarding the height of the proposed structure, it is calculated per the approved methodology and is listed on the zoning permit application as such. Please contact us with any questions or concerns. Sincerely, Brandon Secl, Estimator Property Owners Name:O'Brien Eastview Property Location:157 Leo Lane Amount:19,460.45 Payment Type:Check #2024 Date:5/30/2024 Code Zoning Permit (New Residential)ZP-24-173 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 1067 0.20$ per sq. ft. 213.40$ plus 2 50.00$ per bay 100.00$ After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,455.00$ Sewer Allocation Fee WWA-24-127 #204 249.15 g.p.d x 16.17$ 4,028.76$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 per application $100.00 School Impact Fee #222S 4 bedroom 12,353.51$ Recreation Impact Fee* #220 /unit -$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee #221 $963.73 /unit 963.73$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.45 /unit 496.45$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WWC-24-33 ww 63.00$ per connection 63.00$ * Credit issued by City Council on 6/26/23 Total (Impact Fees + Permit) 19,460.45$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at 0 UP 1 5 R . A-2 A1.400 A-1 A1.400 5' - 0"10' - 0"17' - 0"5' - 0"21' - 0" 58' - 0" 2' - 4"16' - 4"2' - 4" 35 ' - 0 " 1' - 0 " 35 ' - 0 " 2' - 0 " 17 ' - 2 " 4' - 0 " 4' - 0 " 11' - 0"16' - 0" 10 ' - 1 0 1 / 2 " 10 " 5' - 0 " 1' - 0 " 001 10 " 10" 10" 10"10" 10 " UNEXCAVATED 8' -9" CLG MECHANICAL UNEXCAVATED AI R H A N D L E R 8' -9" CLG UNFINISHED BASEMENT HR V 58' - 0" 21' - 0"14' - 0"23' - 0" 12' - 6"8' - 6"3' - 6"10' - 6"23' - 0" 2' - 0 " 3' - 4 1 / 2 " 12 ' - 1 1 1 / 4 " 10 ' - 8 1 / 4 " 5' - 0 " 7' - 0"7' - 0" 19' - 4" 8' - 0 " 8' - 0 " 10"14' - 6"4' - 4 1/2"17' - 3 1/2"10" 5' - 0 " 11 ' - 0 " 10 ' - 1 0 " 3' - 6 " 10 " 15 ' - 3 1 / 2 " 3050 DH (2) 3068 FR DR (TEMP) 1 A1.500 010 10" 4 1/2" 3' - 1 1/2"3 1/2"52' - 6 1/2"10" 018 016 2 A1.500 004 8" 10 " 10" 10 " 10" 10 " 21068 STORM SUMP 21 0 6 8 WH 7' - 8 1 / 4 " 2' - 9 1/2"2' - 7"2' - 0" HOSEBIB IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.100 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t BASEMENT FLOOR PLAN - ELEVATION B CRAFTSMAN AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1299 SF UPPER FLOOR LIVABLE 1361 SF LIVABLE 2660 SF 2-CAR GARAGE 431 SF PORCH 97 SF DECK 111 SF UNFINISHED BASEMENT 1173 SF NON-LIVABLE 1812 SF ELEVATION A 4472 SF GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 010 HANDRAIL. 016 LINE OF DECKING ABOVE. 018 3" RIGID INSULATION. DN DN UP 16 RISERS DN 1 5 R I S E R S A-2 A1.400 A-1 A1.400 2' - 9"2' - 3" 5' - 0"11' - 0"16' - 0"5' - 0"21' - 0" 2' - 6"16' - 0"2' - 6" 58' - 0" 3068 2' - 0 " 31 ' - 0 " 1' - 0 " 5' - 0 " 34 ' - 0 " 16080 OGD 2040 FX 2 -3060 DH 2040 DH TEMP 2040 DH 5' - 6"5' - 6" PORCH 3010 FX ABV. 4' - 4 " 1' - 8 " 6' - 0 " 35 ' - 0 " 138 4' - 0 " w/ 126 130130 2' - 0 " 4' - 0 " OPT OPT 15 ' - 4 " 12 ' - 1 " 3' - 1" 2' - 6"8' - 9"6' - 8" P.O. (2 ) 2 0 6 8 21 0 6 8 3660 DH 3660 DH TEMP. DECK 2-CAR GARAGE O.E. FAMILY DINING KITCHEN STUDY POWDER2-STORY CLG FOYER M.K. 3060 DH (TEMP) 3060 DH (TEMP) 27 ' - 0 " 2' - 0 " 7' - 1 0 " 3' - 1 0 1 / 2 " 15 ' - 3 1 / 2 " 3' - 1 0 1 / 2 " 15 ' - 3 1 / 2 " 4' - 8 1/2"4' - 8 1/2"3' - 1"2' - 11 1/2"4' - 0 1/2"4' - 0 1/2"2' - 11 1/2" 2868 8' - 0 " 21' - 0"14' - 0" 58' - 0" 5068 BP 26 6 8 8' - 0 " 5260 FX 3010 FX ABV.3068 FR DR (TEMP) 3' - 1 1 1 / 2 " 3' - 1 0 1 / 2 " 18 ' - 8 1 / 2 " 5 1 / 2 " BENCHDROP ZONE 9' - 2 1 / 2 " 3' - 5 1 / 4 " 3' - 4 3 / 4 " 4' - 8 " 3' - 10 1/2"5 1/2"32' - 2 3/4"3 3/4"5 1/2" 4' - 6 1/2"15' - 8" 7' - 11 3/4"9 1/4" 3' - 7 " 2' - 6 " 6' - 0 " 2' - 9 " 3' - 1 0 1 / 2 " 19' - 9" 110112 104 101 102 10 3 10 8 108108 108 122 3' - 10 1/2" 5 1/2" 8"29' - 1"7' - 4" 5 1/2" 12 2 10 7 131 2x6 WALL 1 A1.500 10 9 15' - 6 1/2"5' - 0" 7' - 4 1 / 2 " 124 129 127 128 133 123 2030 FX 145 2- S T R Y CL G 9' - 0 " CL G 131 131 2 A1.500 23' - 0" 107 10 7 152 150 0" 9 1/4" 2' - 1 " 15' - 2 1/2" 6' - 10 1/2" 2' - 0 " 7' - 1 " 5' - 1" 2' - 1" 4' - 8 1/2" 7' - 1 " 10' - 1" 5' - 0"2' - 4 1/2" 2' - 5 1/2"6' - 0 1/2" CARPET VINYL TILE HARDWOOD LVP CARPET VINYL TILE HARDWOOD LVP CARPET VINYL TILE HARDWOOD LVP 21 0 6 8 HOSEBIB 21068 10 910 8 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.110 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t MAIN FLOOR PLAN - ELEVATION B CRAFTSMAN SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1299 SF UPPER FLOOR LIVABLE 1361 SF LIVABLE 2660 SF 2-CAR GARAGE 431 SF PORCH 97 SF DECK 111 SF UNFINISHED BASEMENT 1173 SF NON-LIVABLE 1812 SF ELEVATION A 4472 SF GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. FLOOR PLAN KEYNOTES 101 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 OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 129 LINE OF FOUNDATION BELOW. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 133 LINE OF FRAMING ABOVE. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 145 SHELF AT FINISH FLOOR LEVEL. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 152 TOWEL RING 48" A.F.F. 2x10 WALL DN 1 6 R I S E R S A-2 A1.400 A-1 A1.400 58' - 0" 5' - 0"11' - 0"16' - 0"5' - 5 1/2"20' - 6 1/2" 2' - 9"2' - 3"5' - 6"5' - 6"2' - 6"2' - 6"5' - 5"5' - 7"2' - 5"3' - 0 1/2" 10' - 0 1/2"10' - 6" 5' - 0 " 1' - 0 " 35 ' - 0 " 2040 FX TEMP3050 DH2040 FX 3050 DH 2040 FX TEMP 3 -2020 FX 35 ' - 0 " 15 ' - 4 " 2' - 0 " 11 ' - 7 1 / 2 " 4' - 0 1 / 2 " 11 ' - 4 " 6' - 0 " 8' - 6 1 / 2 " 4' - 0 " 12 ' - 6 1 / 2 " OPEN TO BELOW BEDROOM 4 BATH 2 LAUNDRY W.I.C.OWNER'S BATH OWNER'S SUITE W.I.C. W.I.C. BEDROOM 3 BEDROOM 2 W.I.C. 17 ' - 4 1 / 2 " D W 2' - 5 1/2"7' - 9"16' - 0 1/2" 15 ' - 8 " 15 ' - 8 " 2' - 0 " 58' - 0" 2 -3050 DH2030 FX 5068 BP 26 6 8 2468 2668 24 6 8 30 5 0 D H TE M P . 2668 2868 2468 24 6 8 3 -3050 DH 2468 24 6 8 2468 26 6 8 2468 27 ' - 0 " 11' - 4 1/2"3' - 3"12' - 3 1/2"11' - 11"14' - 1"5 1/2" 5' - 3 1 / 2 " 5' - 1 0 1 / 2 " 3' - 7 " 3' - 1 1 1 / 2 " 5' - 6 1 / 2 " 3 1 / 2 " 5' - 2 1 / 2 " 3' - 1 0 1 / 2 " 3 1 / 2 " 3' - 1 " 3 1 / 2 " 36x48 113111 110 116 11 1 11 1 11 0 122 12 2 122 119 118 12 1 117 2x 6 W A L L 132 1 A1.500 134 123 010 134 122 12 2 2x 6 W A L L 2 A1.500 7' - 3 1/2"7' - 6 1/2" 4068 BP 117 152 150 151 150 152 152 14' - 1" 14 ' - 9 " 9' - 5 1/2" 5' - 0"4' - 0" 1' - 9 " 5' - 10 1/2"3' - 4 1 / 2 " 7' - 6 " 4' - 2"2' - 8 1/2" 6' - 10 1/2"10' - 3"5' - 0 " 11' - 1" 7' - 2 1/2" 3' - 6" 6' - 6 1/2" 4' - 8 1/2"10' - 1" 7' - 0 1 / 2 " 5' - 1 1 1 / 2 " 3' - 10 1/2"2' - 1 " 10 ' - 1 " 5' - 2"10' - 3"5' - 0"5 1/2" 20' - 6 1/2" 7' - 5 1 / 2 " CARPET VINYL TILE HARDWOOD LVP OPT. 4020 FX IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.120 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t UPPER FLOOR PLAN - ELEVATION B CRAFTSMAN AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1299 SF UPPER FLOOR LIVABLE 1361 SF LIVABLE 2660 SF 2-CAR GARAGE 431 SF PORCH 97 SF DECK 111 SF UNFINISHED BASEMENT 1173 SF NON-LIVABLE 1812 SF ELEVATION A 4472 SF SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. FLOOR PLAN KEYNOTES 010 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. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 5 12 5 12 5 12 5 12 5 12 2' - 0 " 202 203 213 215 222 222 222 AD.3 13 AD.2 2 AD.2 4 AD.2 7 AD.1 10 AD.2 11 AD.2 8 AD.1 1 AD.2 211 212 223 8' - 0 " 216 OPT OPT 214 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 7 AD.1 11 AD.2 222 3 AD.1 211 213 202 223 212 222 7 AD.2 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.200 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMAN SCALE: 1/4" = 1'-0" Front Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation B -Craftsman EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 203 SHAKE SIDING. 204 VERTICAL SIDING. 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). 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. EXTERIOR 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 ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 6 12 4 12 6 12 4 12 202 213 211 1 AD.2 2 AD.2 10 AD.2 11 AD.2 7 AD.1 212 223 215 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 6 12 6 12 6 12 4 12 202 212 211 213 10 AD.2 11 AD.2 7 AD.1 4 AD.2 222 222 223 215 8' - 8 " 23 . 3 ' PCG IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.201 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMAN SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation Elevation B -Craftsman EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 203 SHAKE SIDING. 204 VERTICAL SIDING. 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). 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. EXTERIOR 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 ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. OPT OPT UP UNEXCAVATED MECHANICAL UNEXCAVATED AI R H A N D L E R HRV 14' - 6"3 1/2"4' - 1"3 1/2"17' - 0"0" 5' - 0 " 10 ' - 7 " 14 ' - 9 " 10 " 3050 DH (2) 3068 FR DR (TEMP) 2' - 0 " 3' - 0 " 10 ' - 8 1 / 2 " 3' - 3 " 10 1 / 2 " 3 1 / 2 " 10 ' - 0 1 / 2 " 110 116 111 107 017 21068 21068 24 6 8 1668 BONUS ROOM BATH 3 STORAGE 13' - 1"6' - 7"3 1/2"15' - 9"10" 1 A1.500 004 2 A1.500 STORAGE STORM SUMP 21068 WH 21 0 6 8 151 152 150 OPT. 21068 12' - 6"8' - 6"3' - 6" 2' - 0 " 13' - 1" 19' - 8" 3' - 6 " 4' - 6 " 4' - 8" 1' - 6 1 / 2 " 5' - 0 " 8' - 6 1 / 2 " 23' - 0"14' - 0"21' - 0" 8' - 0 " CARPET VINYL TILE HARDWOOD LVP IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.600 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t FLOOR PLAN OPTIONS - ALL ELEVATIONS GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. 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 Options SCALE: 1/4" = 1'-0" Opt. Finished Basement Basement Plan All Elevations Similar FLOOR PLAN KEYNOTES 004 PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON WALLS AND CEILINGS UNDER ACCESSIBLE ENCLOSED STAIRS. 017 GYPSUM BOARD OPENING 7'-6" AT BASEMENT. 107 PANTRY SHELVES PER BUILDER SPEC. 110 WATER CLOSET. 111 LAV. SINK. 116 TUB/SHOWER (33X60). 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. TV SD SD CO AIR HANDLER HRV 3 GFCI WP/GFCI TO SWITCH ABOVE 3 3 4 IS S U E D A T E : RE V I S I O N S JOB NO: PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 5/ 1 5 / 2 0 2 4 9 : 2 2 : 1 3 A M C : \ U s e r s \ c h a r l o t t e \ O ' B r i e n B r o t he r s A g e n c y , I n c \ H o m e B u i l d i n g - N e i g h b o r h o o d s \ H i l l si d e E a s t \ R e v i t P l a n s \ S F - 3 _ V 2 0 1 9 ( N E W ) . r v t E.1600 PLAN SF-3 SF210303.00 MB ST JM 0-13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 15 7 L e o L a n e So u t h B u r l i n g t o n , V e r m o n t OPT FINISHED BASEMENT ELECTRICAL 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 GENERAL ELECTRICAL NOTES A. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. B. PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFCI)AS REQUIRED BY 2015 IRC E3902 AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. C. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS / CUTOFFS. D. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. E. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. F. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE-PHASE, 15 & 20 AMP RECEPTACLE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS, SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER IRC SECTION E3902.16. G. FIXTURES LOCATED IN CLOTHES CLOSETS SHALL BE COVERED AND COMPLY w/ 2015 IRC E4003.12 REGARDING DISTANCES AND TYPE OF FIXTURE. H. KITCHEN OVEN / RANGE AND ELECTRIC DRYER SHALL BE SUPPLIED BY 4-WIRE RECEPTACLE. I. ALL RECEPTACLE AND FIXTURE BOXES IN THE GARAGE SHALL BE OF METAL OR MATERIAL TESTED FOR FIRE RESISTIVE ASSEMBLIES AND INSTALLED IN ACCORDANCE WITH THE TESTED ASSEMBLY PER 2015 IRC E3902. J. ALL PRE-WIRED, CEILING-MOUNTED OUTLET BOXES SHALL BE LISTED IN ACCORDANCE WITH 2015 IRC E3905.8 TO SUPPORT A CEILING FAN, WHERE ACCEPTABLE. CEILING FANS NOT EXCEEDING 70 POUNDS (WITH OR WITHOUT ACCESSORIES) MAY BE SUPPORTED BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE PER 2015 IRC SECTION E3905.8. K. CEILING FANS OR LIGHTS INSTALLED OUTDOORS OR UNDER PATIO COVERS MUST BE LISTED FOR DAMP LOCATIONS PER 2015 IRC SECTION E4003.9. L. SPAS AND HYDRO-MASSAGE TUBS SHALL COMPLY WITH 2015 IRC SECTION E4209. M. ELECTRICAL PLAN DESIGNATES SCHEMATIC LAYOUT ONLY. ALL ELECTRICAL ELEMENTS TO BE VERIFIED BY BUILDER PRIOR TO START OF CONSTRUCTION. N. ARTIFICIAL LIGHTING MUST BE CAPABLE OF ILLUMINATION NO LESS THAN 1 FOOT-CANDLE, MEASURED AT CENTER OF TREADS AND LANDINGS. O. PROVIDE TAMPER RESISTANT RECEPTACLES PER IRC SECTION E4002.14. RECEPTACLES IN THE FOLLOWING LOCATIONS SHALL NOT BE REQUIRED TO BE TAMPER RESISTANT: 1) RECEPTACLES LOCATED MORE THAN 5'-6" ABOVE THE FLOOR. 2) RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE. 3) A SINGLE RECEPTACLE FOR A SINGLE APPLIANCE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, WHERE SUCH RECEPTACLES ARE LOCATED IN SPACES DEDICATED FOR THE APPLIANCES SERVED, AND, UNDER CONDITIONS OF NORMAL USE, THE APPLIANCES ARE NOT EASILY MOVED FROM ONE PLACE TO ANOTHER. P. PROVIDE DISCONNECT AT ALL HVAC EQUIPMENT WITH CLEAR ACCESS 30" WIDE BY 36" IN FRONT, WITHIN LINE OF SIGHT OF EQUIPMENT. Q. OUTLET BOXES IN WALLS USED AS LUMINAIRE OR LAMPHOLDER OR CEILING OUTLET BOXES USED EXCLUSIVELY FOR LIGHTING, THE BOX SHALL BE DESIGNED OR INSTALLED SO THAT A LUMINAIRE OR LAMPHOLDER CAN BE ATTACHED. SUCH BOXES SHALL BE CAPABLE OF SUPPORTING A LUMINAIRE WEIGHING UP TO 50 POUNDS, EXCEPT WALL OUTLETS WHEN PROPERLY LABELED. R. LIGHT FIXTURES IN CEILING ENVELOPE EITHER TYPE IC AIRTIGHT, TYPE IC MAX 2 CFM LEAKAGE, OR NON-IC IN AIRTIGHT BOX. NON-IC REQUIRES CLEARANCE TO COMBUSTIBLES. IRC N1102.4.5 & E4004.8. S. UNDERGROUND FEEDER CABLE TYPE UF REQUIRED FOR ANY UNDERGROUND INSTALLATIONS PER IRC SECTION E3801. T. NM WIRE SIZING PER IRC SECTIONS E3705.1 & E3705.4.4: 30 AMPS:#10 CU or #8 AL 40 AMPS:#8 CU or #6 AL 45 AMPS:#6 CU or #4 AL 50 AMPS:#6 CU or #4 AL 60 AMPS:#4 CU or #3 AL 100 AMPS:#1 CU or 1/0 AL U. CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED w/ AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT-WATER CIRCULATING PUMP WHEN SYSTEM IS NOT IN USE. V. ALL 15A & 20A, 125V & 250V RECEPTACLES, INSTALLED OUTDOORS IN DAMP AND WET LOCATIONS, SHALL BE LISTED WEATHER-RESISTANT TYPE, WEATHER-PROOF COVER, AND TAMPER-RESISTANT PER 2015 IRC E4002.8, E4002.9, E4002.10, & E4002.14. ELECTRICAL DEVICE SWITCHES OVER COUNTER.......................................... WALL OUTLETS OVER COUNTER................................. REMAINING SWITCHES.................................................. WALL OUTLETS............................................................... BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR)............................. WATER SOFTENER & SUMP OUTLETS......................... TELEPHONE OUTLETS.................................................... TELEVISION OUTLETS.................................................... EXTERIOR GFCI OUTLETS.............................................. GARAGE GFCI (ABOVE GARAGE FLOOR)..................... BASEMENT WALL OUTLETS.......................................... FRONT DOOR COACH LIGHT.......................................... GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR)..................................... DINING AND NOOK FIXTURE...................................... FOYER AND STAIRWAY FIXTURE.............................. THERMOSTAT.................................................................. DOORBELL CHIMES......................................................... DOORBELL BUTTON.................................................... KITCHEN HOOD FAN 'WHIP'............................................ KITCHEN WALL HUNG MICROWAVE OUTLET................................................................... KITCHEN DISHWASHER RECEPTACLE..................... KITCHEN RANGE............................................................. KITCHEN REFRIGERATOR.............................................. ISLAND / PENINSULA........................................ WASHER / DRYER OUTLET............................................. CL =CENTER LINE 1 =FIELD VERIFY 2 =MASTER BATH STANDARD 36" HIGH VANITY TO BE RAISED 4" ABOVE FINISHED FLOOR 48" TO CL 48" TO CL 48" TO CL 12" TO CL 80" TO CL1,2 48" TO CL 12" TO CL 12" TO CL 12" TO CL 48" TO CL 48" TO CL 72" TO CL 84" TO CL 64" TO BTM OF FIXTURE 96" TO BTM OF FIXTURE 54" TO CL 84" TO CL LEVEL w/ DR HANDLE 66" TO CL 76" TO CL UNDER SINK 24" TO CL 48" TO CL LESS THAN 12" BELOW COUNTER 48" TO CL TR SW WP TV CH S T RJB J SD CO HD CO SD WP VP FL WP D EM ELECTRIC METER ELECTRIC PANEL ELECTRICAL SYMBOL LEGEND SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET FOUR-PLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET ARC-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR OVERHEAD DUPLEX OUTLET 220 VOLT OUTLET SPECIAL PURPOSE OUTLET / JUNCTION BOX DUPLEX OUTLET w/ USB WALL SWITCH THREE-WAY WALL SWITCH FOUR-WAY WALL SWITCH RHEOSTAT SWITCH DIMMER SWITCH THREE-WAY DIMMER SWITCH PUSH BUTTON KEYPAD WALL MOUNTED LED LIGHT FIXTURE WALL MOUNTED WEATHERPROOF LED LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE CEILING MOUNTED LED DISC LIGHT FIXTURE CEILING MOUNTED MINI-PENDANT LIGHT FIXTURE RECESSED LED LIGHT FIXTURE RECESSED VAPOR PROOF LIGHT FIXTURE (SUITABLE FOR WET or DAMP LOCATIONS) RECESSED WEATHERPROOF LED LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE MINI RECESSED LED LIGHT FIXTURE 110V SMOKE DETECTOR w/ BATTERY BACKUP & INTERCONNECTED CARBON MONOXIDE DETECTOR HEAT DETECTOR 110V SMOKE / CO DETECTOR w/ BATTERY BACKUP & INTERCONNECTED EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN / LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN w/ HEAT LAMP (VENT TO EXTERIOR) JUNCTION BOX REINFORCED JUNCTION BOX THERMOSTAT SPEAKER DOOR CHIMES TELEVISION DATA DISCONNECT WP/GFCI GFCI AFCI 220V USB 3 3D PB KEYPAD 4 R D PEND DISC MINI PEND MINI COMBO CEILING MOUNTED WEATHERPROOF LED LIGHT FIXTURE STRUCTURED WIRING PANEL LOW VOLTAGE TRANSFORMER NOTE: SEE STANDARD FLOOR PLANS, ELECTRICAL PLANS, ROOF PLANS, AND ELEVATIONS, FOR INFORMATION NOT SHOWN, IN AREAS ADJACENT TO OPTIONS, THAT DOES NOT CHANGE. SCALE: 1/4" = 1'-0" Opt. Finished Basement Basement Electrical Plan