Loading...
HomeMy WebLinkAboutZP-23-483 - 0093 Leo Lane 1/18/2024ZP-23-483 1/18/2024 1,313.40 single family home #SD-22-10A 01/19/2023 R12 01/18/2024 01/17/202502/03/2024 VIA HAND‐DELIVERY  November 21, 2023  Betsy Brown  South Burlington Planning and Zoning   180 Market Street  South Burlington, VT 05403  Re:   Zoning Permit Application 93 Leo Lane, South Burlington, VT 05403   Betsy,   Further to Final Plat Permit SD‐22‐10A, enclosed please find a zoning permit application  for 93 Leo Lane, South Burlington, Vermont 05403, Unit 16‐6 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 417 ft msl.  The First Floor Elevation (FFE) is 417.8 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 22.83’, 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 23.63’, 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:93 Leo Lane (Unit 16-6) Amount:10,849.71 Payment Type:check #1357 Date:12/21/2023 Code Zoning Permit (New Residential)ZP-23-483 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 2216 0.45$ per sq. ft. 997.20$ plus 1016 0.20$ per sq. ft. 203.20$ plus 2 50.00$ per bay 100.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 1,313.40$ Sewer Allocation Fee WWA-23-175 #204 249.15 g.p.d x 14.57$ 3,630.12$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 $100.00 per application $100.00 School Impact Fee #222S 4,283.01$ Recreation Impact Fee * #220 $1,665.08 /unit -$ 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 WW-23-69 ww 63.00$ per connection 63.00$ * Credit issued by City Council on 6/26/23 Total (Impact Fees + Permit) 10,849.71$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at 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 11 / 1 6 / 2 0 2 3 1 0 : 5 1 : 2 9 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 ot h e 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 ll s i d e E a s t \ L o t I n f o \ 9 3 L e o L a n e \ S e l e c t i o n s \ 9 3 L e o N EW S F - 2 _ R 2 0 1 9 . r v t A0.000 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 COVER SHEET 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Hillside at O'Brien Farm -93 Leo Lane South Burlington, Vermont AREA SCHEDULE - STANDARD AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 1171 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2216 SF 2-CAR GARAGE 464 SF PORCH 119 SF DECK 143 SF UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1742 SF ELEVATION A 3958 SF ELEVATION B MAIN FLOOR LIVABLE 1169 SF UPPER FLOOR LIVABLE 1045 SF LIVABLE 2214 SF 2-CAR GARAGE 467 SF PORCH 106 SF DECK 143 SF UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1732 SF ELEVATION B 3946 SF AREA SCHEDULE - OPTIONS AREA NAME AREA OPT FINISHED BASEMENT FINISHED BASEMENT 754 SF UNFINISHED 231 SF TOTAL 984 SF Elevation B -Farmhouse SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A0.001 ARCHITECTURAL GENERAL NOTES A1.100 BASEMENT FLOOR PLAN - ELEVATION B CRAFTSMAN A1.110 MAIN FLOOR PLAN - ELEVATION B CRAFTSMAN A1.120 UPPER FLOOR PLAN - ELEVATION B CRAFTSMAN A1.200 EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMAN A1.201 EXTERIOR ELEVATIONS - ELEVATION B CRAFTSMAN A1.300 ROOF PLAN - ELEVATION B CRAFTSMAN A1.400 BUILDING SECTIONS - ELEVATION B CRAFTSMAN A1.500 STAIR SECTION A1.600 FLOOR PLAN OPTIONS - ALL ELEVATIONS A1.700 OPT DAYLIGHT BASEMENT A1.701 OPT DAYLIGHT BASEMENT A2.100 BASEMENT FLOOR PLAN - ELEVATION A FARMHOUSE A2.110 MAIN FLOOR PLAN - ELEVATION A FARMHOUSE A2.120 UPPER FLOOR PLAN - ELEVATION A FARMHOUSE A2.200 EXTERIOR ELEVATIONS - ELEVATION A FARMHOUSE A2.201 EXTERIOR ELEVATIONS - ELEVATION A FARMHOUSE A2.300 ROOF PLAN - ELEVATION A FARMHOUSE A2.400 BUILDING SECTIONS - ELEVATION A FARMHOUSE AD.1 ARCHITECTURAL DETAILS AD.2 ARCHITECTURAL DETAILS AD.3 ARCHITECTURAL DETAILS ELECTRICAL E1.100 BASEMENT ELECTRICAL PLAN - ELEVATION A E1.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION A E1.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION A E1.600 FLOOR PLAN OPTION - ELECTRICAL PLANS E2.100 BASEMENT ELECTRICAL PLAN - ELEVATION B E2.110 MAIN FLOOR ELECTRICAL PLAN - ELEVATION B E2.120 UPPER FLOOR ELECTRICAL PLAN - ELEVATION B STRUCTURAL S-0.1 GENERAL NOTES S-0.2 GENERAL NOTES S-0.3 GENERAL NOTES S-0.4 TYPICAL DETAILS S-0.5 TYPICAL DETAILS S-0.6 TYPICAL DETAILS S-0.7 TYPICAL DETAILS S-0.8 TYPICAL DETAILS S-0.9 TYPICAL DETAILS S-0.10 TYPICAL DETAILS S-0.11 TYPICAL DETAILS S-0.12 TYPICAL DETAILS S-1.0 FOUNDATION ELEVATION A S-1.1 FOUNDATION ELEVATION B S-2.0 FRAMING ELEVATION A S-2.1 FRAMING ELEVATION A S-2.2 FRAMING ELEVATION B S-2.3 FRAMING ELEVATION B S-2.4 OPTIONAL BASEMENT PLANS ALL ELEVATIONS S-3.0 SHEARWALL ELEVATION A S-3.1 SHEARWALL ELEVATION A S-3.2 SHEARWALL ELEVATION A S-3.3 SHEARWALL ELEVATION B S-3.4 SHEARWALL ELEVATION B S-3.5 SHEARWALL ELEVATION B TOTAL NUMBER OF SHEETS: 55 UP 15 RISERS A-1 A1.400 45 ' - 0 " 2' - 0 " 6' - 0 " 40' - 0" 11' - 10"7' - 4"20' - 10" 10"8' - 4"1' - 4"8' - 4"2' - 0" 1' - 0 " 22 ' - 4 " UNEXCAVATED 1' - 0 " 7' - 0 " 21 ' - 0 " 37 ' - 0 " 45 ' - 0 " 21 ' - 8 " 10 " 9' - 8 1 / 2 " 001 001 A-2 A1.400 18' - 0"22' - 0" 10 " 10" 10 " 10" 10" 10 " 1 A1.500 UNFINISHED BASEMENT FURNACE 6' - 0"6' - 0" MECHANICAL UNEXCAVATED 12 ' - 0 " 9' - 8"4' - 6"6' - 2"10" HR V 1' - 4 " 4040 XO 8' - 6"31' - 6" 40' - 0" 17' - 0"12' - 0"11' - 0" 10"17' - 2"1' - 4"5' - 0"3' - 5 1/2"11' - 4 1/2"10" 10"10' - 11"8 1/2"3' - 1"2' - 5 1/2"10" 8" 6 1 / 2 " 3' - 1 1 / 2 " 3' - 9 1 / 2 " 14 ' - 1 0 1 / 2 " 12 ' - 0 " 17' - 0"11' - 0" 40' - 0" 17' - 2"5"5' - 10"3' - 6 1/2"4' - 4 1/2"7' - 0" 2x6 WALL 2x 6 W A L L 004 016 018 017 10 " 10 " 10" WH 30 6 8 4' - 4 1 / 2 " 010 16 RISERS AS REQUIRED (2) 3068 FR DR (TEMP) 23' - 2 3/4"16' - 9 1/4" 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 11 / 1 6 / 2 0 2 3 1 0 : 5 1 : 2 9 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 ot h e 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 ll s i d e E a s t \ L o t I n f o \ 9 3 L e o L a n e \ S e l e c t i o n s \ 9 3 L e o N EW S F - 2 _ R 2 0 1 9 . r v t A1.100 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1171 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2216 SF C 2-CAR GARAGE 464 SF E PORCH 119 SF D DECK 143 SF E UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1742 SF ELEVATION A 3958 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. 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. 017 GYPSUM BOARD OPENING 7'-6" AT BASEMENT. 018 3" RIGID INSULATION. SCALE: 1/4" = 1'-0" Basement Plan -Elevation B Craftsman 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. DN UP 16 RISERS DN 15 RISERS A-1 A1.400 1' - 8"4' - 0"1' - 8"5' - 0"9' - 8"6' - 2" 6' - 1 " 2' - 0 " 6' - 0 " 37 ' - 0 " 6' - 7"6' - 7"2' - 3"2' - 7" 22 ' - 4 " 1' - 0 " 2' - 0 " 8080 OGD 1' - 5 " 6' - 0 " 45 ' - 0 " 1' - 8 " 4" 1' - 8 " 4' - 4 " 11 ' - 8 1 / 2 " 8080 OGD 40' - 0" 45 ' - 0 " 2 -3060 DH 13' - 2"4' - 10"22' - 0"PORCH 139 130130 OPT. 2' - 7 " 9' - 1 1 1 / 2 " 1' - 5 1 / 2 " 7' - 0 " 21 ' - 0 " 126 126 9' - 0 " 2- S T R Y CL G CL G A-2 A1.400 11' - 10"7' - 4"20' - 10" 2-CAR GARAGEFLEX O.E.PANTRY KITCHEN 2-STORY CLG FOYER POWDER DINING FAMILY 21 0 6 8 21 0 6 8 21 0 6 8 2068 40 6 8 B P 3068 SC2468 3 - 20 2 0 F X 20 4 0 D H 3 -3060 DH 3046 DH 1 A1.500 19 ' - 0 1 / 2 " 2' - 4 1 / 2 " 3' - 1 0 1 / 2 " 1' - 8 " 2' - 2 1 / 2 " 5' - 7 1 / 2 " 3068 9' - 0"14' - 0"11' - 7"4' - 6 1/2" (2) 3068 FR DR (TEMP) 6' - 5 " 3' - 8 1 / 2 " 11 ' - 6 1 / 2 " DECK 21 ' - 8 " 17' - 0"12' - 0"11' - 0" 40' - 0" 6010 FX ABV. 12 ' - 0 " 12 ' - 0 " 3010 FX ABV. 39' - 1 1/2"10 1/2" 30' - 6 1/2"1' - 0"7' - 7" 10 1/2" 3' - 3"6' - 0 1/2"3' - 10 1/2"4' - 10"5"5' - 10"3' - 6 1/2"4' - 7 1/4"4' - 9 1/4"2' - 10" 9' - 3 1/2"3' - 10 1/2"4' - 10"15' - 0"7' - 0" 9' - 4 " 11 1 / 2 " 3' - 1 0 1 / 2 " 2' - 4 1 / 2 " 19 ' - 0 1 / 2 " 1' - 2 1 / 2 " 3' - 1 1 / 2 " 3' - 9 1 / 2 " 14 ' - 1 0 1 / 2 " 7 1 / 4 " 8 3 / 4 " 7 1 / 4 " 5' - 2 1 / 4 " 3 1 / 2 " 4" 14 ' - 9 1 / 2 " 5 1 / 2 " 102 101 104 103 12 2 10 9 10 8 10 8 10 8 10 9 109 108 124 117 107 110 112 122 131 127 128 129 129 2- S T R Y 9' - 0 " CL G C L G 2x6 WALL 2x 6 W A L L 2x6 WALL 133 123 138 9'-0" CLG 2-STRY CLG 2x8 WALL 2x8 WALL 5' - 10"3' - 6 1/2"4' - 7 1/4"7 1/4" 131 145 150 152 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 11 / 1 6 / 2 0 2 3 1 0 : 5 1 : 3 0 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 ot h e 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 ll s i d e E a s t \ L o t I n f o \ 9 3 L e o L a n e \ S e l e c t i o n s \ 9 3 L e o N EW S F - 2 _ R 2 0 1 9 . r v t A1.110 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation B Craftsman AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1171 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2216 SF C 2-CAR GARAGE 464 SF E PORCH 119 SF D DECK 143 SF E UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1742 SF ELEVATION A 3958 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. 117 LINEN SHELVES PER BUILDER SPEC. 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. 139 MASONRY WAINSCOT. 145 SHELF AT FINISH FLOOR LEVEL. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 152 TOWEL RING 48" A.F.F. DN 16 RISERS A-1 A1.400 1 A1.500 6' - 7"3' - 11" 10' - 6"2' - 10" 13' - 4"5' - 1 1/2"21' - 6 1/2" 40' - 0" 2' - 2"2' - 11 1/2" 2' - 11 1/2"3' - 10" 21 ' - 0 " 1' - 0 " 9' - 4"5' - 5"6' - 9 1/2" 13 ' - 0 " 11 ' - 5 " 37 ' - 0 " 6' - 0 " 2' - 0 " 50 6 8 B P 45 ' - 0 " 2 -3050 DH 2030 FX 11' - 10"7' - 4"20' - 10" 45 ' - 0 " 2030 DH 8' - 0 " 1' - 0 " 6' - 2 1 / 2 " 4' - 2 1 / 2 " 12 2 134 134134 A-2 A1.400 8' - 0 " BEDROOM 3 LAUNDRY OPEN TO BELOW OWNER'S BATH OWNER'S SUITE BEDROOM 2 W.I.C. BATH 2 3050 DH 2040 DH (2) 2068 2468 5068 BP 26 6 8 2468 2468 26 6 8 2668 24 6 8 2468 4' - 9 3 / 4 " 6' - 3 1 / 4 " 11 ' - 1 0 " 2' - 4 1 / 2 " 11 ' - 4 1 / 2 " 11 ' - 4 1 / 2 " 40' - 0" 10' - 6 1/2"9' - 3"6' - 4 1/2"13' - 10" 5' - 6"5' - 0 1/2"3' - 4"9' - 10 1/2"7' - 0" 3' - 1 0 " 4' - 3 1 / 2 " 14 ' - 1 0 1 / 2 " LOFT 23 ' - 0 " 6' - 4"3' - 9"3' - 5 1/2"5' - 9 1/2"6' - 4 1/2"13' - 4 1/2" 18' - 0"5"5' - 10"3' - 6 1/2"2' - 0"3' - 5"5' - 2"1' - 2" 122 110 12 2 12 2 11 0 124 132 117 11 4 2x6 WALL 111 116 11 1 11 1 113 118 119 121 2' - 9 " 3' - 1 0 1 / 2 " 4' - 1 " 3' - 2 " 3' - 8 " 1' - 1 0 " 5' - 1 1 " 123 12' - 8 1/2"4' - 10" OP T 16 6 8 11 7 5' - 2 " 2' - 6 " 3' - 5 1 / 2 " 10 ' - 1 1 1 / 2 " 150 152 152 151 152 150 3050 DH 6' - 5 1 / 2 " 30 5 0 D H 30 5 0 D H 3050 DH 3050 DH 3050 DH 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 11 / 1 6 / 2 0 2 3 1 0 : 5 1 : 3 0 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 ot h e 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 ll s i d e E a s t \ L o t I n f o \ 9 3 L e o L a n e \ S e l e c t i o n s \ 9 3 L e o N EW S F - 2 _ R 2 0 1 9 . r v t A1.120 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A Area Key AREA NAME AREA ELEVATION A A MAIN FLOOR LIVABLE 1171 SF B UPPER FLOOR LIVABLE 1045 SF LIVABLE 2216 SF C 2-CAR GARAGE 464 SF E PORCH 119 SF D DECK 143 SF E UNFINISHED BASEMENT 1016 SF NON-LIVABLE 1742 SF ELEVATION A 3958 SF FLOOR PLAN KEYNOTES 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (36X48). 114 SHOWER SEAT 18" A.F.F. 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. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation B Craftsman 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. MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 8 12 8 12 8 128 12 8 12 8 12 8 12 (2) 2020 FX BLACKOUT @ 13'-3" 211 213 202 212 207 2063' - 2 " OPT. OPT. 217 221215 222 203 212 211 AD.3 13 AD.1 5 AD.2 4 AD.2 OPT. 7 AD.1 10 AD.2 8 AD.1 11 AD.2 211 8' - 0 " 4' - 3 " 214 214 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1 / 8 " 8' - 1 1 / 8 " 8 12 8 12 8 12 4 12 8' - 8 " 11 AD.2 7 AD.1 3 AD.1 222 212 213 202 211 223 7 AD.2 214 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 11 / 1 6 / 2 0 2 3 1 0 : 5 1 : 3 1 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 ot h e 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 ll s i d e E a s t \ L o t I n f o \ 9 3 L e o L a n e \ S e l e c t i o n s \ 9 3 L e o N EW S F - 2 _ R 2 0 1 9 . r v t A1.200 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 203 SHAKE 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. 217 5/4x10 TRIM. 221 DECORATIVE BRACKET. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Front Elevation Elevation B -Craftsman 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. SCALE: 1/4" = 1'-0" Rear Elevation MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 8 " 6 12 4 12 8 AD.2 7 AD.1 11 AD.2 10 AD.2 1 AD.2 213 202 212 222 211 223 OPT. 221 8' - 0 " 215 AD.3 1 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1 / 8 " 8' - 1 1 / 8 " 6 12 6 12 222 202 213 5 AD.2 4 AD.2 1 AD.2 7 AD.1 11 AD.2 211 223 5 AD.2 4 AD.2 1 AD.2 7 AD.1 11 AD.2 OPT. OPT. OPT. 207 206 221 3' - 2 " 8' - 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 .BSBDESIGN.COM 11 / 1 6 / 2 0 2 3 1 0 : 5 1 : 3 1 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 ot h e 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 ll s i d e E a s t \ L o t I n f o \ 9 3 L e o L a n e \ S e l e c t i o n s \ 9 3 L e o N EW S F - 2 _ R 2 0 1 9 . r v t A1.201 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 203 SHAKE 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. 217 5/4x10 TRIM. 221 DECORATIVE BRACKET. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. Elevation B -Craftsman 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. SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation A-1 A1.400 6: 1 2 8:12 8:12 8:12 8:12 8:12 4: 1 2 4:12 2: 1 2 CRICKET 8:12 TYP. 1' - 0" EAVE TYP. 1' - 0" RAKE 6:12 8:12 A-2 A1.400 1171 SF ZONE 1 580 SF ZONE 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 .BSBDESIGN.COM 11/16/2023 10:51:31 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\93 Leo Lane\Selections\93Leo NEWSF-2_R2019.rvt A1.300 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 ROOF PLAN - ELEVATION B CRAFTSMAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation B Craftsman NOTE: * REQUIRED NET FREE AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) BY 1/300. 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) WITH REMAINING REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH / LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA. ATTIC VENTILATION SCHEDULE - ELEVATION A ZONE ATTIC AREA VENT RATIO REQUIRED UPPER VENTILATION REQUIRED LOWER VENTILATION ZONE 1 1171 SF 1 / 300 281 in² 281 in² ZONE 2 580 SF 1 / 300 139 in² 139 in² 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 UPPER FLOOR UPPER PLATE 8' - 1 1/8" TOP OF FOUNDATION BASEMENT FLOOR HEEL 1' - 4" A1 B1 C1 D1 C1 FOYER PORCH FAMILY LOFT BATH 2 MECHANICAL 2' - 0" ROOF TRUSS @24" O.C. 7' - 0"13' - 0" ROOF TRUSS @24" O.C. 23' - 0" HEEL 4" 6 126 12 4 12 45' - 0" GIRDER TRUSS GIRDER TRUSS 9' - 1 1/8" 8' - 8" MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR A1 B1 C1 D1 C1 8' - 1 1/8" PANTRY KITCHEN OWNER'S SUITEOWNER'S BATH 2-CAR GARAGE 21' - 0" ROOF TRUSS @24" O.C. 23' - 0" 44' - 0" 6 12 6 12 HEEL 1' - 4" 4' - 0" 9' - 1 1/8" 8' - 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 .BSBDESIGN.COM 11/16/2023 10:51:31 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\93 Leo Lane\Selections\93Leo NEWSF-2_R2019.rvt A1.400 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 BUILDING SECTIONS - ELEVATION B CRAFTSMAN 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Building Sections Elevation B -Craftsman SCALE: 1/4" = 1'-0" Section A-1 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. SCALE: 1/4" = 1'-0" Section A-2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1/8" 8' - 1 1/8" PANTRYFAMILY LOFT OWNER'S BATH 8 RISERS 8 RISERS 8 RISERS 7 RISERS LANDING 3' - 6 1/2" 7 TREADS @ 10" EA = 5' - 10" MIN. CLEARANCE 6' - 8" MIN. CLEARANCE 6' - 8" 3'-2" MAX. 2'-10" MIN. 6 TREADS @ 10" EA. = 5' - 0" LANDING 3' - 5 1/2" 7 TREADS @ 10" EA. = 5' - 10" LANDING LANDING 16 EQUAL RISERS 15 EQUAL RISERS 8' - 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 .BSBDESIGN.COM 11/16/2023 10:51:32 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Lot Info\93 Leo Lane\Selections\93Leo NEWSF-2_R2019.rvt A1.500 PLAN SF-2 SF210303.00 JA -- JM 09 -13 -20 2 3 BI D S E T - N O T F O R C O N S T R U C T I O N - 0 6 -2 6 -2 0 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 STAIR SECTION 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 1 Stair Section SCALE: 1/4" = 1'-0" MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 8 " 6 12 4 12 8 AD.2 7 AD.1 11 AD.2 10 AD.2 1 AD.2 213 202 212 222 211 223 OPT. 221 8' - 0 " 215 AD.3 1 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION BASEMENT FLOOR 9' - 1 1 / 8 " 8' - 1 1 / 8 " 6 12 6 12 222 202 213 5 AD.2 4 AD.2 1 AD.2 7 AD.1 11 AD.2 211 223 5 AD.2 4 AD.2 1 AD.2 7 AD.1 11 AD.2 PCG OPT. OPT. 207 206 221 3' - 2 " 8' - 8 " 23 . 6 3 ' 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-2 SF210303.00 JA -- JM 09 -13 -20 2 3 Hi l l s i d e a t O ' B r i e n F a r m 93 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 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 203 SHAKE 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. 217 5/4x10 TRIM. 221 DECORATIVE BRACKET. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. Elevation B -Craftsman 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. SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation New SMh Rim 408.43 Inv. in 402.73 Inv. out 402.63 New SMh Rim 414.72 Inv. in 409.02 Inv. out 408.92 New SMh Rim 417.43 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB Rim 411.27 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 411.27 Inv. fd. 399.1 Inv. out 397.85 New CB Rim 414.84 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB Rim 414.84 Inv. fd 404.1 Inv. out 402.85 New CB Rim 417.20 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.20 Inv. fd 407.8 Inv. out 406.55 Lot 16 2.81 ac Lot 20 2.13 ac 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 32-1 32-2 32-3 32-4 32-5 32-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 32 4.80 ac New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. G1 G2 G3 G4 G5 G6 New 8" PVC Sewer s=0.022 New 8" PVC S e w e r s = 0 . 0 1 2 New 8" PVC Sew e r s = 0 . 0 1 2 PCG 416.7 PCG 415.6 PCG 414.2 PCG 412.1 PCG 410.8 PCG 409.5 PCG 408.4 PCG 406.7 PCG 404.5 PCG 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 8' paved mul t i - u s e p a t h 11 Parking spaces Ne w 1 5 " H D P E Ne w 1 5 " HD P E Ne w 1 5 " HD P E New 18" HDPE s=0.19 New 15" HDPE s=0.025 New 15" HDP E s = 0 . 1 8 New 12" HDPE New 12" HDP E New Hydrant assembly New Hydrant assembly New 12" CL 52 D.I. water main New Hydrant assembly New 12" D.I. CL 5 2 w a t e r m a i n New 34" k copper water service and curb stop. Typical all units. New 12" gate valves New 12"tee with valve & thrust block New 45° bends with thrust blocks PCG 416.5 PCG 416.7 PCG 416.4 PCG 416.4 PCG 416.2 PCG 415.6 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE PLAN - LEO LANE and Old Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW