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HomeMy WebLinkAboutA024MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD SECTION - BRICK GABLE / END WALL SCALE: 3/4" = 1'-0" @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 2x4 CONTINUOUS - REFER TO NOTES ON SECTIONS BRICK VENEER STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. BLOWN-IN INSULATION 312" MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 2x3 BLOCKS @ 24" O.C. ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 2x3 BLOCKS @ 24" O.C. 3 12" PER PLAN @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING - REFER TO NOTES ON SECTIONS BRICK VENEER 3/4" = 1'-0" SECTION - BRICK GABLE w/ EXTENDED RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. 3 8" SOFFIT BLOWN-IN INSULATION 15 8" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP 312" @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 3/4" = 1'-0" SECT - BRICK GABLE/END WALL w/ DOUBLE RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. - 2x3 BLOCKS @ 24" o.c. GABLE EXTENSION APPROVED FASTENER @ 3" o.c., TYP BLOWN-IN INSULATION - REFER TO NOTES ON SECTIONS BRICK VENEER MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE 01 02 03 04 05 07 06 08 09 MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP 2" @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING - ON 2" WIDE 5/4 NAILERS - REFER TO NOTES ON SECTIONS CULTURED STONE VENEER 3/4" = 1'-0" SECTION - STONE GABLE / END WALL SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. GABLE EXTENSION @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 2" PER PLAN @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 3/8" SOFFIT - REFER TO SHEET A1.0 FOR SIZE 1x GABLE FRIEZE ON 2" WIDE 5/4 NAILERS - REFER TO NOTES ON SECTIONS CULTURED STONE VENEER 3/4" = 1'-0" SECTION - STONE GABLE w/ EXTENDED RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. APPROVED FASTENER @ 3" o.c., TYP. BLOWN-IN INSULATION 15 8" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP FIBER CEMENT BOARD SIDING @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE BLOWN-IN INSULATION @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECTION - FCB SIDED GABLE / END WALL 3/4" = 1'-0" SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP 1'-0" @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHT'G 3/8" SOFFIT FIBER CEMENT BOARD SIDING 3/4" = 1'-0" SECT - FCB GABLE/END WALL w/ 12" EXT. RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. APPROVED FASTENER BLOWN-IN INSULATION 15 8" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES - REFER TO ELEVATION @ 3" o.c., TYP. MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BACK-UP MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP FIBER CEMENT BOARD SIDING @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE BLOWN-IN INSULATION @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECTION - FCB GABLE/END WALL w/ DBL RAKE 3/4" = 1'-0" SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. APPROVED FASTENER @ 3" o.c., TYP. MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP PER PLAN @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 3/8" SOFFIT FIBER CEMENT BOARD SIDING 3/4" = 1'-0" SECTION - FCB GABLE w/ EXTENDED RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION 15 8" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP FIBER CEMENT BOARD SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHEET A1.0 1x BAND BOARD 3 12" BRICK LADDER @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECTION - FCB GABLE OVER BRICK SCALE: 3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING STRUCTURAL SHT'G CONT. @ UNDERSIDE OF BLK'G, TYP. BLOWN-IN INSULATION HORIZONTAL SIDING @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE BLOWN-IN INSULATION @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECTION - VINYL SIDED GABLE / END WALL 3/4" = 1'-0"SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP 1'-0" @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 3/8" SOFFIT - ON 1x6 BACK-UP 1x8 GABLE FRIEZE - REFER TO NOTES ON SECTIONS HORIZONTAL SIDING 1x8 RAKE BOARD 3/4" = 1'-0" SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. - NO J-CHANNEL @ GABLE FRIEZE BOARD - 2x6 BLOCKS @ 24" o.c. ON 1x6's GABLE EXTENSION @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION SPECIFICATIONS GRAND ESTATES 15 8" BARGE MOULD 1'-0" @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 3/8" SOFFIT - ON 1x6 BACK-UP 1x8 GABLE FRIEZE - REFER TO NOTES ON SECTIONS HORIZONTAL SIDING 1x8 RAKE BOARD 3/4" = 1'-0" SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. - NO J-CHANNEL @ GABLE FRIEZE BOARD - 2x6 BLOCKS @ 24" o.c. ON 1x6's GABLE EXTENSION @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION MASTERPIECE SPECIFICATIONS DESIGNER and HORIZONTAL SIDING @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE BLOWN-IN INSULATION @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECTION - VINYL GABLE/END WALL w/ DBL RAKE 3/4" = 1'-0"SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. - REFER TO NOTES ON SECTIONS - NO J-CHANNEL @ GABLE FRIEZE BOARD APPROVED FASTENER @ 3" o.c., TYP. MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BACK-UP MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP PER PLAN @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHT'G 3/8" SOFFIT HORIZONTAL SIDING 3/4" = 1'-0" SECTION - VINYL GABLE w/ EXTENDED RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. - NO J-CHANNEL @ GABLE FRIEZE BOARD @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION 15 8" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHT A1.0 1x BAND BOARD 312" BRICK LADDER @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECTION - VINYL GABLE OVER BRICK SCALE:3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING STRUCTURAL SHT'G CONT. @ UNDERSIDE OF BLK'G, TYP. BLOWN-IN INSULATION SCALE: BASEMENT WALKOUT w/ BRICK TO GRADE 3/4" = 1'-0" WALL SECTION - 7'-7" OR 8'-7"(REFER TO FOUNDATION PLANS)T/ SLAB 2'-0" 1 4" OH @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 312" 11 2"T/ FOOTING T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FLASHING 4" Ø DRAIN TILE - w/ GRAVEL FILL - PIPE TO DAYLIGHT - TYPICAL 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 2x PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP.8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)DBL. 2x TOP PLATE BEVELED RIGID INSULATION FOUNDATION SUBWALL - THICKNESS VARIES - REFER TO PLAN RIGID INSULATION - 24" DEPTH - @ ALL AREAS WHERE GRADE COVERS 30" OR LESS OF THE FDN. WALL ABOVE T/ SLAB FOOTING WIDTH VARIES PER PLAN - w/ WEEP CARDS 09 WS-B2 02 WS-B2 FINISH GRADE - VARIES - HOLD DOWN MIN. 8 12" FROM TOP OF WALL 10 11 12 17 16 15 14 13 18 19 INDIANAPOLIS DIVISION4" Ø DRAIN TILE: - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)312" T/ FOOTING T/ SLAB SCALE: 3/4" = 1'-0" WALL SECTION - FDN. BRICK CURBS UP TO 48"2'-0"MAXIMUM DEPTHFOR 8" THICK WALL312" CURB T/ FDN. WALL NOTE: NO RE-BAR IS REQUIRED IN 10" FOUNDATION WALLS w/ A 4"w CURB AND 6"w STEM WALL. MAXIMUM DEPTH OF BRICK CURB IN A 10" THICK WALL IS 48". 06 WS-B2 NOTE: EXTEND VERTICAL RE-BARS 18" BELOW BTM./ BRICK CURB 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. VERTICAL #4 RE-BARS - MAINTAIN MINIMUM 2" COVER @ 18" O.C., VERTICAL SPACING 22" O.C. VERT. (7 COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) CONC. FOUNDATION WALL 8" THICK CAST-IN-PLACE WATERPROOFING (2) COATS SPRAY- APPLICATION BITUMINOUS - APPLIED BELOW GRADE - REFER TO FOUNDATION PLAN FOR INFORMATION REGARDING DAMPPROOFING @ 24" O.C. HORIZONTAL BRICK WEEPHOLES - w/ WEEP CARDS FOR BRICK CURBS GREATER THAN 912"d. AND UP TO 2'-0"d. IN AN 8"thk. WALL: 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 1'-0" @ 16" o.c. PRE-ENGINEERED WD. ROOF TRUSSES DBL. 2x4 TOP PLATE @ 24" o.c. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING 3/8" SOFFIT HORIZONTAL SIDING 3/4" = 1'-0" SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE SCALE: STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN. - NO J-CHANNEL @ GABLE FRIEZE BOARD APPROVED FASTENER @ 3" o.c., TYP. BLOWN-IN INSULATION 'J' CHANNEL MAPLE STREET SPECIFICATIONS 2022 21 HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHT A1.0 1x BAND BOARD 312" BRICK LADDER @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECT - VNL GABLE OVER BRICK w/ 12" EXT.RAKE SCALE:3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING STRUCTURAL SHT'G CONT. @ UNDERSIDE OF BLK'G, TYP. BLOWN-IN INSULATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 3/8" SOFFIT APPROVED FASTENER @ 3" o.c., TYP. 'J' CHANNEL 1'-0" HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHT A1.0 1x BAND BOARD 312" BRICK LADDER @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECT - VNL GABLE OVER BRICK w/ 12" EXT. RAKE SCALE: 3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING STRUCTURAL SHT'G CONT. @ UNDERSIDE OF BLK'G, TYP. BLOWN-IN INSULATION 1'-0" 3/8" SOFFIT - ON 1x6 BACK-UP 1x8 GABLE FRIEZE 1x8 RAKE BOARD - 2x6 BLOCKS @ 24" o.c. ON 1x6's GABLE EXTENSION @ 3" o.c., TYP. APPROVED FASTENER MASTERPIECE SPECIFICATIONS DESIGNER and FIBER CEMENT BOARD SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHEET A1.0 1x BAND BOARD 312" BRICK LADDER @ 16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES @ 24" O.C. GABLE w/ STUDS 7/16" O.S.B. ROOF SHEATHING SECT - FCB GABLE OVER BRICK w/ 12" EXT. RAKE SCALE: 3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING STRUCTURAL SHT'G CONT. @ UNDERSIDE OF BLK'G, TYP. BLOWN-IN INSULATION MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's MAPLE STREET SPECIFICATIONS 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP 3/8" SOFFIT 15 8" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES - REFER TO ELEVATION 1'-0" APPROVED FASTENER @ 3" o.c., TYP. 23 SCALE: BASEMENT WALKOUT w/ SIDING TO GRADE 3/4" = 1'-0" WALL SECTION -7'-7" OR 8'-7"(REFER TO FOUNDATION PLANS)T/ SLAB 2'-0"312" 112"T/ FOOTING T/ FDN. WALL 6 MIL POLY VAPOR BARRIER 4" Ø DRAIN TILE - w/ GRAVEL FILL - PIPE TO DAYLIGHT - TYPICAL 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE2x PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP.8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)DBL. 2x TOP PLATE BEVELED RIGID INSULATION FOUNDATION SUBWALL - THICKNESS VARIES - REFER TO PLAN RIGID INSULATION - 24" DEPTH - @ ALL AREAS WHERE GRADE COVERS 30" OR LESS OF THE FDN. WALL ABOVE T/ SLAB FOOTING WIDTH VARIES PER PLAN OR FINISH GRADE - VARIES - HOLD DOWN MIN. 8 12" FROM TOP OF WALL OR FLASHING SIDING 13 WS-B2 05 WS-C2 13 WS-C2 05 WS-B2 WILLIAM L.KAUF H OL Z ARCHITECTTALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No. Sheet No.INHOMESITE NO. OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:5/8/2019 9:53 AM# TLR010160000 JOE ARRUDA 14368 TRAHAN DRIVEROOKWOOD 77-450-ROOKWOOD COASTAL ACADIAN WITH BRICK & STONE CARMEL, IN16 03/2017 BA---- ----------------------------------------Grand Estates fieldspecchange@fischerhomes.comREVISED BY:---- ---- ----ARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC----WS-B2 05/16/19 Adam Schriner