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Home My WebLink AboutA013312" 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- 2x6 BLOCKS @ 24" O.C. ON 1x6's OR 1x GABLE FRIEZE ON 2x3 BLOCKS @ 24" O.C. GABLE EXTENSION - REFER TO NOTES ON SECTIONS BRICK VENEER 1x RAKE BOARD 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. 38" SOFFIT BLOWN-IN INSULATION 158" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE - 2x4 BLOCKS @ 24" O.C. ON 1x4's - REFER TO SHEET A1.0 FOR SIZE 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 1x8 RAKE BOARD ON 1x6 BACK-UP 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 1x GABLE FRIEZE - REFER TO NOTES ON SECTIONS BRICK VENEER OR - REFER TO SHEET A1.0 FOR SIZE 1x6 RAKE BOARD ON 1x4 BACK-UP - REFER TO SHEET A1.0 FOR SIZE 01 02 03 04 05 07 06 08 09 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 1x RAKE BOARD 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 - REFER TO SHEET A1.0 FOR SIZE 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 1x RAKE BOARD 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. GABLE EXTENSION APPROVED FASTENER @ 3" o.c., TYP. BLOWN-IN INSULATION 158" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION - 2x6 BLOCKS @ 24" O.C. ON 1x6's OR - REFER TO SHEET A1.0 FOR SIZE - 2x4 BLOCKS @ 24" O.C. ON 1x4's - REFER TO SHEET A1.0 FOR SIZE FIBER CEMENT BOARD SIDING 1x8 RAKE BOARD 1x BACK-UP @ 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. - REFER TO SHEET A1.0 FOR SIZE 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 1x GABLE FRIEZE ON 1x BACK-UP 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" MINIMUM. GABLE EXTENSION APPROVED FASTENER @ 3" o.c., TYP. BLOWN-IN INSULATION 158" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES - REFER TO ELEVATION - 2x6 BLOCKS @ 24" O.C. ON 1x6's OR 1x RAKE BOARD - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE - 2x4 BLOCKS @ 24" O.C. ON 1x4's - REFER TO SHEET A1.0 FOR SIZE FIBER CEMENT BOARD SIDING 1x8 RAKE BOARD 1x BACK-UP @ 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. 1x GABLE FRIEZE 2x BACK-UP APPROVED FASTENER @ 3" o.c., TYP. - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE 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 1x GABLE FRIEZE ON 1x BACK-UP 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. GABLE EXTENSION @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION 158" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION - 2x6 BLOCKS @ 24" O.C. ON 1x6's OR 1x RAKE BOARD - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE - 2x4 BLOCKS @ 24" O.C. ON 1x4's - REFER TO SHEET A1.0 FOR SIZE 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 1x RAKE BOARD 1x BACK-UP 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 - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE HORIZONTAL SIDING 1x RAKE BOARD 1x BACK-UP @ 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. - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE 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 158" 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 HORIZONTAL SIDING 1x RAKE BOARD 1x BACK-UP @ 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" MINIMUM. 1x GABLE FRIEZE 2x BACK-UP - REFER TO NOTES ON SECTIONS - NO J-CHANNEL @ GABLE FRIEZE BOARD APPROVED FASTENER @ 3" o.c., TYP. - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE 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 HORIZONTAL SIDING 1x RAKE BOARD 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 GABLE EXTENSION @ 3" o.c., TYP. APPROVED FASTENER BLOWN-IN INSULATION 158" BARGE MOULD NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION - 2x6 BLOCKS @ 24" O.C. ON 1x6's OR 1x GABLE FRIEZE ON ON 1x BACK-UP - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE - 2x4 BLOCKS @ 24" O.C. ON 1x4's - REFER TO SHEET A1.0 FOR SIZE 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 1x RAKE BOARD 1x BACK-UP 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 - REFER TO SHEET A1.0 FOR SIZE - REFER TO SHEET A1.0 FOR SIZE 7' - 7 " OR 8' - 7 " (R E F E R TO F O U N D A T I O N PL A N S ) T/ SLAB SCALE: BASEMENT WALKOUT w/ BRICK TO GRADE 3/4" = 1'-0" WALL SECTION - 02 WS-B4 8 1 2 " MI N . 14" O.H. @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 3 1 2 " 1 1 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 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 " (R E F E R TO F O U N D A T I O N PL A N S ) 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 09 WS-B2 3" Ø DRAIN TILE - THRU SUBWALL @ 6'-0" O.C. - PLACE @ BOTTOM OF SUBWALL 02 WS-B2 OR 09 WS-B4 OR 10 11 12 17 16 15 14 18 19 IN D I A N A P O L I S DI V I S I O N 4" Ø DRAIN TILE: - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 7 '-8 1 2 " OR 8' - 8 1 2 " UN B R A C E D WA L L HE I G H T 8' - 0 " OR 9' - 0 " (R E F E R TO F O U N D A T I O N PL A N S ) 3 1 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 " MA X I M U M DE P T H FO R 8" TH I C K WA L L 312" CURB T/ FDN. WALL 22" O.C. VERT. (7 COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 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 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 06 WS-B4 OR FOR BRICK CURBS GREATER THAN 912"d. AND UP TO 2'-0"d. IN AN 8"thk. WALL: 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 GABLE EXTENSION APPROVED FASTENER @ 3" o.c., TYP. BLOWN-IN INSULATION 'J' CHANNEL MSH & DESIGNER SPECIFICATIONS - 2x6 BLOCKS @ 24" O.C. ON 1x6's OR 1x RAKE BOARD - REFER TO SHEET A1.0 FOR SIZE - 2x4 BLOCKS @ 24" O.C. ON 1x4's - REFER TO SHEET A1.0 FOR SIZE RE A S O N FO R P L O T : PL O T D A T E : 6 /1 4 /2 0 1 8 10 : 3 5 AM -- - - W I L L I A M L . K A U F H O L Z A R C H I T E C T Job No. Sheet No. IN NE W R E S I D E N C E FO R : HO M E S I T E NO . OF F I C E R E V I E W : MA S T E R BY : DA T E : C DA T E : F I S C H E R HO M E S I N D I A N A P O L I S II , LP 39 4 0 O L Y M P I C B L V D E R L A N G E R , KY 41 0 1 8 PH : (8 5 9 ) 34 1 - 4 7 0 9 F I E L D SP E C HO T L I N E : (8 5 9 ) 34 4 - 7 1 0 0 CO P Y R I G H T A L L RI G H T S R E S E R V E D FI S C H E R HO M E S , In c . JO B IN F O : DA T E : PR O J E C T CO O R D I N A T O R : PH O N E No : P E R M I T : S I G N -O F F : CO N S T R U C T I O N : RE V I S I O N : RE V I S I O N : RE V I S I O N : RE V I S I O N : HO M E TY P E : PL A N NO . E X T E R I O R : OBF-003 Ti m o t h y J. & Li n d s e y Wr i g h t 37 5 3 D U N E L L E N CI R C L E R O O K W O O D G 1 1 1 AM E R I C A N H E R I T A G E O v e r b r o o k Fa r m s Ca r m e l , IN 46 0 7 4 00 3 -- - - -- - - # 20 1 4 8 5 9 .3 4 4 .3 1 1 5 3 -2 5 -1 8 CH R I S T I N A BI S H O P 6 -1 1 -1 8 -- - - -- - - -- - - -- - - -- - - GR A N D E E S T A T E C O L L E C T I O N fi e l d s p e c c h a n g e @ f i s c h e r h o m e s . c o m R E V I S E D BY : # TE A M MA N A G E R : PH O N E No : 85 9 . 4 2 6 . 4 2 2 3 S H E Z Y R A SI S K O W I C WS-B3 06/29/18 Adam Schriner