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Home My WebLink Abouta0132" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD CAST STONE SILL, TYP. - PULL BTM. 1"± 1x TRIM BOARD - HOLD TRIM UP 1" ± - REFER TO ELEVATIONS FOR SIZES AND PROFILES 04 SCALE: BRICK VENEER, TYPICAL 3" = 1'-0" FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ TRIM 1 4" NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) STONE SILL w/ 1x TRIM - CULTURED STONE VENEER 1 1 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 1x TRIM BOARD - HOLD TRIM UP 1" ± - REFER TO ELEVATIONS FOR SIZES AND PROFILES 05 SCALE: SECTION - FIBER CEMENT BOARD PANEL @ CAST CULTURED STONE VENEER, TYPICAL 3" = 1'-0" FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ TRIM 1 4" 1 4" @ CAST STONE SILL w/ 1x TRIM - BRICK VENEER SECTION - FIBER CEMENT BOARD PANEL 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD CAST STONE SILL, TYP. - PULL BTM. 1"± 01 SCALE: BRICK VENEER, TYPICAL 3" = 1'-0" FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ SILL 1"± 1"± @ CAST STONE SILL - CULTURED STONE VENEER 1 1 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 02 SCALE: SECTION - FIBER CEMENT BOARD PANEL CULTURED STONE VENEER, TYPICAL 3" = 1'-0" FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ SILL 1"± 1"± @ CAST STONE SILL - BRICK VENEER SECTION - FIBER CEMENT BOARD PANEL 1 4" NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) 03 SCALE: @ FIBER CEMENT BOARD PANEL 3" = 1'-0" H-STRIP CONNECTOR OR BATTEN, TYP. - REFER TO PLANS FOR LOCATIONS FIBERGLASS ASPHALT SHINGLES OVER 7/16" ROOF SHEATHING METAL FLASHING - TURN OUT 3" ABOVE GUTTER FIBER CEMENT BOARD PANEL, TYP. - NOTCH FIBER CEMENT BOARD PANEL FOR FLASHING  +2/' 2)) 7 6+,1*/(6  ALUMINUM GUTTER - REFER TO ELEVATIONS 1x8 GUTTER BOARD, TYP. METAL DRIP FLASHING - NAIL & TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD METAL DRIP FLASHING - NAIL & TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD METAL FLASHING, TYP. - NAIL & TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 1x TRIM BOARD - HOLD TRIM UP 1" ± - REFER TO ELEVATIONS FOR SIZES AND PROFILES 06 SCALE: w/ 1x TRIM w/ ROOF BELOW 3" = 1'-0" FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ TRIM 1 4" 1"± ROOF PITCH VARIES - REFER TO PLANS METAL FLASHING, TYP. - NAIL & TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 07 SCALE: FIBER CEMENT BOARD PANEL w/ ROOF BELOW 3" = 1'-0" FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ ROOF 1"± 1"± ROOF PITCH VARIES - REFER TO PLANS 1 4" METAL DRIP FLASHING - NAIL & TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD FIBER CEMENT BOARD PANEL @ HORIZONTAL SEAM SECTION - 08 SCALE: 6" = 1'-0" NAILING PATTERN NOTE: 2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON PERIMETER and 12" o.c. IN THE FIELD - KEEP FASTENERS 2" AWAY FROM CORNERS & 3 8" MIN. FROM EDGE OF PANEL 'Z' FLASHING - DO NOT OVERLAP FLASHING @ JOINTS! - BUTT ENDS OF FLASHING TOGETHER FIBER CEMENT BOARD PANEL, TYPICAL - HOLD OFF T/ 'Z' FLASHING 1 4" FRAME WALL @ 16" o.c. 1 8" STRUCTURAL SHEATHING 1 4" 1 1 2 " 3" 115° 1 2 " 135° CAST STONE SILL, TYP. - PROJECT BTM. 3 4" ± - SLOPE 3 8" MIN. TO PROVIDE POSITIVE DRAINAGE 1"± 1"± 1 1 2 " 3" 115° 1 2 " 135° 1"± 3 4"± 3 8" MIN. 1 1 2 " 3" 115° 1 2" 135° 1"± 3 4"± 3 8" MIN. 1 1 2 " 3" 115° 1 2 " 135° CAST STONE SILL, TYP. - PROJECT BTM. 3 4" ± - SLOPE 3 8" MIN. TO PROVIDE POSITIVE DRAINAGE SECTION - SECTION - FIBER CEMENT BOARD PANEL DETAIL - GABLE FLASHING 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE - SMOOTH w/ APPLICATOR - INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G @ FIBER CEMENT BOARD PANEL FIBER CEMENT BOARD PANEL, TYPICAL 09 SCALE: 3" = 1'-0" SECTION - WINDOW SILL w/ SLOPED WOOD TRIM 1 4" BEAD OF 'SONOLASTIC NP-1' CAULK, CONT. BTWN FLANGE AND SHEATHING - TYPICAL, ALL (4) SIDES 1 1 2" NAIL @ EVERY OTHER NAILING HOLE IN WINDOW FLANGE - NAIL HEAD TO BE WIDER THAN HOLE IN FLANGE 1x TRIM, TYPICAL - w/ 10° BEVEL @ TOP EDGE - w/ FIBER CEMENT BOARD PANEL BACK-UP - REFER TO ELEVATIONS FOR SIZES AND PROFILES 1x2 SYNBOARD TRIM - EXTEND 1" BEYOND 1x BEVELED TRIM FIBER CEMENT BOARD SIDING @ CONC. FDN WALL SCALE: 3" = 1'-0" STRUCTURAL SHEATHING NOTE: THICKNESS VARIES REFER TO FOUNDATION PLAN 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN - HOLD POLY 1" BELOW T/FOUNDATION, TYP. 1 2" 1 2" 1" - EXTEND SHEATHING TO 1/2" BELOW T/ FOUND. SECTION DETAIL APPROVED FASTENER @ 3"o.c., TYPICAL APPROVED FASTENER @ 12"o.c. IN BTM 1/3 OF BAND BD. SILL SEALER, TYPICAL MUDSILL ANCHOR STRAP, TYP. 24" POLY FLASHING, TYPICAL FIBER CEMENT BOARD PANEL - TYPICAL 13 NAILING PATTERN NOTE: 2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON PERIMETER and 12" o.c. IN THE FIELD - KEEP FASTENERS 2" AWAY FROM CORNERS & 3 8" MIN. FROM EDGE OF PANEL 1 5 8" BARGE MOULD NOTE: FRONT TURNED GABLES ONLY - REFER TO ELEVATION @ GABLE END WALL w/ 12" EXTENDED RAKE SECTION - FIBER CEMENT BOARD PANEL 12 SCALE: 3" = 1'-0" 1x8 GABLE FRIEZE - w/ FIBER CEMENT BOARD PANEL BACK-UP FIBER CEMENT BOARD PANEL, TYPICAL STRUCTURAL SHEATHING: (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. @ GABLE END WALL SECTION - FIBER CEMENT BOARD PANEL 10 SCALE: 3" = 1'-0" 1x8 RAKE BOARD - w/ FIBER CEMENT BOARD PANEL BACK-UP FIBER CEMENT BOARD PANEL, TYPICAL STRUCTURAL SHEATHING: (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. @ GABLE END WALL w/ EXTENDED RAKE SECTION - FIBER CEMENT BOARD PANEL 11 SCALE: 3" = 1'-0" 3/8" SOFFIT 1x8 RAKE BOARD - 2x6 BLOCKS @ 24" o.c. ON 1x6's GABLE EXTENSION 12" 1x8 GABLE FRIEZE - w/ FIBER CEMENT BOARD PANEL BACK-UP FIBER CEMENT BOARD PANEL, TYPICAL STRUCTURAL SHEATHING: (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. 3/8" SOFFIT 1x8 RAKE BOARD - 2x6 BLOCKS @ 24" o.c. ON 1x6's GABLE EXTENSION PER PLAN 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 TALLYNS RIDGE REASON FOR PLOT: PLOT DATE: Job No. Sheet No. HOMESITE NO. IN OFFICE REVIEW: 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: PERMIT: SIGN-OFF: CONSTRUCTION: REVISION: REVISION: REVISION: REVISION: HOME TYPE: PLAN: # 9/28/2018 2:30 PM TLR010140000 GOPI VINOD AVVARI 1 4344 TRAHAN DRIVE PAXTON 57-500-PAXTON ENGLISH ELEGANCE WITH BRICK & STONE CARMEL, IN 1 4 05/201 7 JMP/TJE ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- fieldspecchange@fischerhomes.com KAVYA AVVARI REVISED BY:---- SAPPHIRE TRADE SUPPORT sapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC f/k/a Fischer Homes Indianapolis II, L.P. D1.5 10/08/18 William Hohlt