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HomeMy WebLinkAboutA0131 03 SECTION - FCB SIDED GABLE / END WALL SECT - VINYL GABLE/END WALL w/ APPROVED STRUCTURAL SHT'G 7'-7" OR 8'-7"22x PRESSURE-TREATED SILL 3/8" SOFFIT @ 16" O.C. ROOF TRUSSES RIGID INSULATION - REFER TO PLAN RIGID INSULATION - @ ALL AREAS WHERE GRADE OR FROM TOP OF WALL 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 3 1 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 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 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 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 -REFERTO NOTES ON SECTIONS CULTURED STONE VENEER 3/4" = 1'-0" SECTION - STONE GABLE / END WALL SCALE: STRUCTURAL SHEATHING (STRUCTURAL&WATERREPELLENT) -GABLE SHT'G TO OVERLAPWALL 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 3/4" = 1'-0" SCALE: 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&WATERREPELLENT) - GABLE SHT'G TO OVERLAPWALL 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 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. 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: STRUCTURALSHEATHING (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 1x6 RAKE BOARD -w/1x4 BACK-UP 1x8 RAKE BOARD - w/ 1x6 BACK-UP FIBERCEMENT BOARDSIDING 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 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. 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 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 -REFERTO NOTES ON SECTIONS HORIZONTAL SIDING 1x8 RAKE BOARD 3/4" = 1'-0" SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE SCALE: STRUCTURALSHEATHING (STRUCTURAL &WATERREPELLENT) -GABLE SHT'G TO OVERLAPWALL 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. 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 HORIZONTALSIDING 3/4" = 1'-0" SECTION - VINYL GABLE w/ EXTENDED RAKE SCALE: STRUCTURALSHEATHING (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 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 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) STRUCTURALSHEATHING 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 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 T/SLAB FOOTING WIDTH VARIES PER PLAN - w/ WEEP CARDS 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 DEPTH FOR 8" THICK WALL312" CURB T/ FDN. WALL 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". 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 HORIZONTALSIDING 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 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. 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 31 2" 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 1 2 " FROM TOP OF WALL OR FLASHING SIDING OVERBROOK FARMS REASON FOR PLOT: PLOT DATE: Job No. Sheet No.INHOMESITE NO. 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: HOME TYPE:PLAN:5/10/2019 1:03 PM# LKHANNAA MAAMUUJAV3960 BEAR CREEK WAYMARSHALL 47-480-MARSHALL FRENCH MANOR WITH BRICK & STONECARMEL, IN91 05/2017 -------- ------------fieldspecchange@fischerhomes.com REVISED BY:---- ---- ----SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC----05/31/19 William Hohlt