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HomeMy WebLinkAboutSD-24-03 - Supplemental - 0500 Old Farm Road (8)UP 15 RISERS A-2 A1.400 1 A1.500 22 ' - 0 " 22' - 0" A-1 A1.400 A-3 A1.400 3' - 9" 5' - 11" 5' - 1 1 " 11 ' - 5 " 31' - 1" HRV UNFINISHED BASEMENT 00 3 018 4 1 / 2 " 3' - 1 " 16 ' - 9 1 / 2 " 3" UNEXCAVATED 22' - 0" 1' - 1 0 " 8' - 4 " 1' - 1 0 " 12 ' - 0 " 10 " 3' - 2 " 8' - 0 " 002 001 8" 4 1 / 2 " 3' - 1 " 10 " 3" 16 ' - 9 1 / 2 " 3068 FR DR (TEMP) 30 5 0 D H 30 5 0 D H 4' - 1 1 " 5' - 7 " 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 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 6 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 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 l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.100 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y 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 A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 425 SF LIVABLE 1681 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 119 SF NON-LIVABLE 491 SF ELEVATION A 2172 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. 002 DROP TOP OF FOUNDATION AT SERVICE DOOR. 003 PROVIDE WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRESS WINDOWS. 018 3" RIGID INSULATION. 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. DN UP 16 RISERSDN 15 RISERSDN A-2 A1.400 1 A1.500 2' - 6" 6' - 0" 8"5' - 4"14' - 4 1/2" 2' - 0 " 18 ' - 0 " 2' - 0 " 22 ' - 0 " 8" 5' - 3 " 8" 10 ' - 9 " 8" 6' - 0 " 5' - 0 " 5' - 6 " 5' - 6 " OPT WINDOW 30 6 0 D H 30 6 0 D H 6' - 0" PORCH 5' - 4"8" 4' - 1" 28' - 2 1/2" 31' - 0" 37' - 0" 2-ST R Y 9' - 0" CL G CL G 130 130 138 22 ' - 0 " PER SITE CONDITIONS22' - 0" 31' - 0" 37' - 0" A-1 A1.400 A-3 A1.400 31' - 0" 21' - 0" 3' - 5 1/2"5' - 2"2' - 10"5' - 2" 3' - 8"1' - 6"11' - 10 1/2" 21 0 6 8 28 6 8 30 6 8 F R DR ( T E M P ) 2040 DH TEMP 2040 DH TEMP 80 8 0 O G D 30 1 0 F X A B V . LI V I N G R O O M DI N I N G KI T C H E N O. E . FO Y E R PWDR 8' -0"SLP. CLG CLG 30 6 8 S C 30 6 8 S C 24 6 8 24 6 8 2040 DH 2040 DH TEMP 10 3 10 8 10 9 10 2 10 1 10 9 10 8 10 7 131 12 2 11 0 11 2 124 10 8 4' - 8 1/2" 2' - 9 1/2" 1' - 5"3' - 9" PER SITE CONDITIONS22' - 0" 6' - 0 " 3' - 4 1 / 2 " 11 ' - 1 0 1 / 2 " 9" 2' - 6 " 3' - 6 " 2' - 3 " 9' - 9 " 12 ' - 0 " 6' - 0 " 6' - 0 " 12 ' - 0 " 10 ' - 0 " 1-CAR GARAGE 126 129 127 128 2X 6 W A L L 1' - 8 1/2"3' - 0"2' - 10"5' - 2"13' - 9" 10 4 10' - 0" 5' - 6 1 / 2 " 16 ' - 0 " 1' - 0 1 / 2 " 3' - 1 " 17 ' - 5 " 145 8' - 0 " CL G 9' - 0 " CL G 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 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 7 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 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 l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.110 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y 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 A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 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. 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. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 145 SHELF AT FINISH FLOOR LEVEL. SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 425 SF LIVABLE 1681 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 119 SF NON-LIVABLE 491 SF ELEVATION A 2172 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. DN 16 RISERS A-2 A1.400 6' - 11 1/2" 11' - 9" 2' - 6" 31' - 0"6' - 0" 20' - 2" 31' - 0"6' - 0" 2 - 30 5 0 D H 4' - 9 1/2"3' - 11 1/2"4' - 5 1/2"5' - 4"5' - 6" 8' - 5"10' - 10" 6' - 1 0 1 / 2 " 5' - 3 " 12 ' - 1 1 / 2 " 37' - 0" 37' - 0"PER SITE CONDITIONS22' - 0" A-1 A1.400 5' - 9 " 4' - 1 1 / 2 " 2' - 0 " 18 ' - 0 " 2' - 0 " 22 ' - 0 " 134 11' - 9" 123 22 ' - 0 " 10 ' - 0 " 12' - 10 1/2"4' - 1" 2' - 2 1/4" 1 A1.500 26 6 8 16 6 8 26 6 8 2668 2040 DH TEMP 2040 DH 2668 26 6 8 26 6 8 2040 FX 2040 FX 2040 DH 6' - 8 1/2"8' - 8 1/2"2' - 3"5' - 4"5' - 6" OWNER'S BEDROOM OPT 4010 FX OPT 4010 FX 30 5 0 D H 30 5 0 D H (2) 1668 (2) 1668 122 122 108 122 110 116 113 110 111111 121 118 119 (2) 2068 BEDROOM 3 BEDROOM 2 W.I.C. OWNER'S BATHBATH 2 LA U N D R Y 11 7 131 124 12 2 6' - 1 0 " 3' - 0 " 3' - 0 " 6' - 6 1 / 2 " 9' - 6 1 / 2 " 2' - 7 1 / 2 " 9' - 1 0 " 22 ' - 0 " 10' - 10" 2X6 WALL 5' - 2 1/2"3' - 2 1/2"2' - 1"4' - 3 1/2"4' - 5 1/2" 4' - 1 1 / 2 " 5' - 1 1 / 2 " 3' - 6 1 / 2 " 3' - 5 1 / 2 " 5' - 9 " 12 ' - 0 " 134 PER SITE CONDITIONS22' - 0" 3' - 2 1/2"10' - 10" 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 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 8 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 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 l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.120 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y 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 A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 425 SF LIVABLE 1681 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 119 SF NON-LIVABLE 491 SF ELEVATION A 2172 SF FLOOR PLAN KEYNOTES 108 BASE CABINETS. 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. 124 HANDRAIL. 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 134 LINE OF FRAMING BELOW. 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. MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 10 " 11 1 / 2 " 8 12 8 12 211 212 205 213 222 215 216 211 202 214 215 7 AD.1 10 AD.2 3 AD.2 1 AD.2 AD.3 2 8' - 0 " 8 AD.1 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 11 1 / 2 " 10 " 8 12 8 12 211 212 213 202 214 10 AD.2 7 AD.1 1 AD.2 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 10 AD.2 7 AD.1 4 AD.2 213 202 211 212 214 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 213 202 212 211 10 AD.2 7 AD.1 4 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 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 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 o t 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 l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.200 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 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. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Rear Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Farmhouse 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 -Garage SCALE: 1/4" = 1'-0" Front Elevation -Garage MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 10 " 4 12 GARAGE PLATE 9' - 1 1 / 8 " 8' - 0 " 222 211 212 213 214 202 211 212 215 223 222 202 213 211 212 7 AD.1 11 AD.2 4 AD.2 1 AD.2 AD.3 2 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 10 " 4 12 GARAGE PLATE 9' - 1 1 / 8 " 222 211 212 213 202 214 223 215 AD.3 2 1 AD.2 4 AD.2 7 AD.2 11 AD.2 8' - 0 " T.O.F. 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 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 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 o t 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 l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.201 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 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. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. Elevation A -Farmhouse 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. A-2 A1.400 8: 1 2 8: 1 2 4:12 4: 1 2 4: 1 2 RAKE 1' - 0" TYP. EAVE 1' - 0" TYP. A-1 A1.400 A-3 A1.400 682 SF ZONE 1 264 SF ZONE 3 108 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 12/5/2023 10:23:00 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-10_R2019 (MABEL WAY).rvt A1.300 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t ROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A 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 1 682 SF 1 / 300 1.14 SF 1.14 SF ZONE 2 108 SF 1 / 150 0.72 SF 0.00 SF ZONE 3 264 SF 1 / 300 0.44 SF 0.44 SF 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" 10" 9' - 1 1/8" 11 1/2" TOP OF FOUNDATION ? MECHANICAL UNFINISHED BASEMENT OWNER'S BEDROOM LIVING ROOMFOYER FAMILY ROOF TRUSSES @ 24" O.C. 22' - 0" 8 12 8 12 HEEL 1' - 4" OWNER'S BATH A1 B1 C1 C1 D1 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION GARAGE PLATE HEEL 4" OWNER'S BEDROOM FOYER DINING KITCHEN 1-CAR GARAGEPORCH 9' - 1 1/8" 8' - 8" 11 1/2" 9' - 1 1/8" 10" 8' - 1 1/8" W.I.C.HALL BEDROOM 2 A1 B1 C1 C1 D1 D1 B1 A1 ROOF TRUSSES @ 24" O.C. 6' - 0"31' - 0" 22' - 0" 37' - 0" T.O.F. BASEMENT FLOOR TOP OF FOUNDATION GARAGE PLATE 9' - 1 1/8" ROOF TRUSSES @ 24" O.C. 12' - 0" 4 12 4 12 1-CAR GARAGE A1 B1 D1 HEEL 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 12/5/2023 10:23:00 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-10_R2019 (MABEL WAY).rvt A1.400 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t BUILDING SECTIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Building Sections Elevation A -Farmhouse SCALE: 1/4" = 1'-0" Section A-2 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-1 SCALE: 1/4" = 1'-0" Section A-3 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION 11 1/2" 9' - 1 1/8" 10" 8' - 1 1/8" 13 RISERS 15 RISERS 1 RISER 16 EQUAL RISERS 12 TREADS @ 10" EA. = 10' - 0" 3'-2" MAX. 2'-10" MIN. LANDING MIN. CLEARANCE 6' - 8" MIN. CLEARANCE 6' - 8" 3'-2" MAX 2'-10" MIN 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 12/5/2023 10:23:00 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-10_R2019 (MABEL WAY).rvt A1.500 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y 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"