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HomeMy WebLinkAboutA0101 7/16" O.S.B. ROOF 03 - w/ 1x4 BACK-UP ROOF TRUSSES @ 24" O.C. SECTION - FCB SIDED GABLE / END WALL SECTION - VINYL SIDED GABLE / END WALL 12" EXT. RAKE APPROVED 2" 16 15 OR 8'-8 20 STRUCTURAL SHEATHING ROOF TRUSSES 1x6 RAKE BOARD 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 31 2" 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 1x6 GABLE FRIEZE - w/ 2x3 BLOCKS @ 24" O.C. 1x8 GABLE FRIEZE - w/ 2x3 BLOCKS @ 24" O.C. 31 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 - 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 1 5 8" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION 1x6 RAKE BOARD - w/ 1x4 BACK-UP 1x8 RAKE BOARD - w/ 1x6 BACK-UP 31 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 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 1x6 GABLE FRIEZE 1x8 GABLE FRIEZE 01 02 03 04 05 07 06 08 09 1x6 RAKE BOARD - w/ 1x4 BACK-UP 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 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 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 1x6 RAKE BOARD - w/ 1x4 BACK-UP 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 SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP 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 1 5 8" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES - REFER TO ELEVATION @ 3" o.c., TYP. 1x6 RAKE BOARD - w/ 2x4 BACK-UP 1x8 RAKE BOARD - w/ 2x6 BACK-UP 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP 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 SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. APPROVED FASTENER @ 3" o.c., TYP. 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP 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 1 5 8" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION 1x6 RAKE BOARD - w/ 1x4 BACK-UP 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 1 2" 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 SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. 1x6 RAKE BOARD - w/ 1x4 BACK-UP 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 1 5 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 SCALE: 3/4" = 1'-0" 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. 1x6 RAKE BOARD - w/ 2x4 BACK-UP 1x8 RAKE BOARD - w/ 2x6 BACK-UP 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP 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 1x6 RAKE BOARD - w/ 1x4 BACK-UP 1x8 RAKE BOARD - w/ 1x6 BACK-UP HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHT A1.0 1x BAND BOARD 31 2" 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 7'-7" OR 8'-7" (REFER TO FOUNDATION PLANS) T/ SLAB SCALE: BASEMENT WALKOUT w/ BRICK TO GRADE 3/4" = 1'-0" WALL SECTION - 81 2" MIN. 1 4" O.H. @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 31 2" 11 2" T/ FOOTING T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL FLASHING 4" Ø DRAIN TILE - w/ GRAVEL FILL - PIPE TO DAYLIGHT - TYPICAL 31 2" 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 THE T/ SLAB FOOTING WIDTH VARIES PER PLAN - w/ WEEP CARDS 3" Ø DRAIN TILE - THRU SUBWALL @ 6'-0" O.C. - PLACE @ BOTTOM OF SUBWALL OR 10 11 12 17 16 15 14 18 13 19 INDIANAPOLIS DIVISION 4" Ø DRAIN TILE: - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 7'-81 2" OR 8'-8 1 2" UNBRACED WALL HEIGHT 8'-0" OR 9'-0" (REFER TO FOUNDATION PLANS) 31 2" T/ FOOTING T/ SLAB SCALE: 3/4" = 1'-0" WALL SECTION - FDN. BRICK CURBS UP TO 48" VERTICAL #4 RE-BARS - MAINTAIN MINIMUM 2" COVER @ 18" O.C., VERTICAL SPACING 2'-0" MAXIMUM DEPTH FOR 8" THICK WALL 31 2" CURB T/ FDN. WALL 22" O.C. VERT. (7 COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 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". GRAVEL FILL NOTE: EXTEND VERTICAL RE-BARS 18" BELOW BTM./ BRICK CURB 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 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 9 1 2"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 22 20 21 HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. - SPECIFIC TO ELEVATIONS, SHT A1.0 1x BAND BOARD 31 2" 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 31 2" 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 31 2 " 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 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP 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. OVERBROOK FARMS REASON FOR PLOT: PLOT DATE: Job No. Sheet No. HOMESITE NO. IN MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018 PH: (859) 341-4709 FIELD SPEC HOTLINE: (859) 341-4709 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. JOB INFO: DATE: HOME TYPE: PLAN: # 12/18/2018 3:40 PM PRADIPTYA SINHA 3984 BEAR CREEK WAY PAXTON 57-500-PAXTON FRENCH MANOR WITH BRICK & STONE CARMEL, IN 89 05/201 7 JMP/TJE ---- ---- ---- ---- fieldspecchange@fischerhomes.com RADHIKA MATHUR REVISED BY:---- SAPPHIRE TRADE SUPPORT sapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC f/k/a Fischer Homes Indianapolis II, L.P. 01/02/19 Adam Schriner