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HomeMy WebLinkAboutA002OMIT 203 8" 203 8" CAST STONE KEY 'Q-14A3S' - SEE DTL. 203 8" 203 8" 46" DETAIL - CAST STONE SCALE: JACK ARCH #Q-J231 3/8" = 1'-0"09 DETAIL - CAST STONE SCALE: JACK ARCH #Q-J227 345 8" 345 8" CAST STONE KEY 'Q-14A3' - SEE DTL. 345 8" 345 8" 7412" 3/8" = 1'-0" 08 P.T. 2x6 BLOCKING - TRIM w/ CURVE OF BOX WINDOW 12" x 8" TRIM - WRAP OVER CURVED BLOCKING 1 2" x 9 12" HARDBOARD FRIEZE w/ BARGE MOULD VENTED SOFFIT F.C.B. (SMOOTH) 1x4 TRIM 1x4 TRIM - TRIM TO 2" SYNBOARD (RAKE) - TRIM TO 7 1 4"4'-85 8" SYNBOARD (ROUGH) TRIM - TRIM TO 3 12" @ WINDOW & 2" @ OUTSIDE PERIMETER 31 2" 71 4" 2" 1'-03 4" 1/2" = 1'-0" WINDOW BEDROOM 4 SECTION - BOX BAY SCALE: P.T. 2x4 BLOCKING BELOW BOX BAY 63 4" 512" 12 1/8" STRUCTURAL SHT'G. 5/8" O.S.B. SCALE: DETAIL - BOX BAY @ BEDROOM #4 6 1 8" 2x4 FRAME WALL: w/ R-13 BATT INSUL. 3/4" = 1'-0" SOLID BLOCKING 2x6 FRAME WALL: w/ R-13 BATT INSUL. P.T. 2x6 BLOCKING 1/2" x 8" TRIM FIBER CEMENT BOARD - (ROUGH) - INSTALL BEFORE PADDING OUT BOX BAY - DTL. 02/D4.0 4'-01 4" 3'-0" BIRCH PLYWOOD SEAT 1'-03 4" F.C.B. (SMOOTH) 1x4 TRIM 1x4 TRIM - TRIM TO 2" 1 2" 13 6'-6" 1/2" = 1'-0" DETAIL - ENTRY SPRING ARCH SCALE: PREMANUFACTURED SPRING ARCH 14 1/2" = 1'-0" WINDOW BEDROOM 4 SECTION - BOX BAY SCALE: 3/4" BIRCH PLYWD. SEAT 2 1/4" CASING 3'-0" PREMANUFACTURED ARCH 4'-01 4" DOUBLE 2x8 SYP. #1 HEADER ABOVE T/ PLATE - HOLD TO INSIDE OF WALL F.C.B. (SMOOTH) 1x4 TRIM 1x4 TRIM - TRIM TO 2" 2x4 P.T. BLOCKING F.C.B. (SMOOTH) MILLED BRACKET 'F' METAL FLASHING BEHIND F.C.B & OVER WINDOW SYNBOARD (ROUGH) FOR ALL ARCHED TRIM PIECES 8" 11 512" 3 4"11 4" 3" 1" SCALE: 3" = 1'-0" DETAIL - MILLED BRACKET 'F'10 NOTE! SET CAST STONE SURROUND @ 12" OFF T/ FDN. WALL 9" 3" 12" 12"78" 9" 3" 12" 12" TRIPLE CAST STONE KEY 'Q-BTK4S' - SEE DTL. THIS SHEET 12"w. x 2"d. CAST STONE BLOCK 1/2" = 1'-0" DETAIL - CAST STONE ENTRY SURROUND #Q-5E9S SCALE: 9"w. x 2"d. CAST STONE BLOCK 12"w. x 2"d. CAST STONE BLOCK 02 412" 95 8" SCALE: DETAIL - CAST STONE KEY #Q-14A3 1" = 1'-0" 07 567 8" 11516" 567 8" CAST STONE KEY 'Q-14A3' - SEE DTL. THIS SHEET 567 8" 567 8" 119" DETAIL - CAST STONE SCALE: JACK ARCH #Q-J228 3/8" = 1'-0" 11516" 03 407 8" 11516"11516" 407 8" CAST STONE KEY 'Q-14A3S' - SEE DTL. THIS SHEET 407 8" 407 8" 87" DETAIL - CAST STONE SCALE: JACK ARCH #Q-J229 3/8" = 1'-0"04 412" 95 8" SCALE: DETAIL - CAST STONE KEY #Q-14A3S 1" = 1'-0" 05 13516" 512" 21116" 21116" SCALE: DETAIL - TRIPLE CAST STONE KEY #Q-BTK4S 1" = 1'-0"06 SCALE: 3/8" = 1'-0" FOUNDATION-PIER HEIGHT VARIES PER SOIL CONDITIONS - WING WALL FOUNDATION SHOULD MATCH FOUNDATION WALL HEIGHT @ GARAGE 2x4 BALLOON FRAME WALL TO ROOF SHEATHING - MATCH TO ROOF PITCH 1x RAKE BOARD - EXTEND FROM SHEATHING (PER ELEVATION NOTES) - DTL. 14/WW1 1x GABLE FRIEZE (PER ELEVATION NOTES) EXTERIOR VENEER TO MATCH ELEVATION 2x4 BALLOON FRAME WALL - TO BOTTOM OF ROOF SHEATHING O.H. PER ELEV. 1'-3"3'-1" 10" 3'-1" 1'-3" 5'-2" STONE ROWLOCK CULTURED STONE VENEER 10" 3'-1" FRAME 1'-3" HOLD T/ WALL @ OPENING DOWN 12" BELOW GRADE HOLD T/ WALL @ OPENING DOWN 12" BELOW GRADE 15 PREMANUFACTURED ARCH - SEE DTL. 11/A1.1 TRIPLE CAST STONE KEY 'BTK4S' - SEE DTL. 14/A1.0 CULTURED STONE VENEER - w/ METAL LATH & ASPHALT PAPER 18" STRUCTURAL SHT'G. CAST STONE ENTRY SURROUND - SEE DETAIL 02/A1.1 1x6 TRIM - TRIM TO FIT 3 8" HARDBOARD BARGE MOULD SURROUND 1x6 TRIM - w/ BARGE MOULD 1x6 TRIM HARDIPANEL - SMOOTH FINISH - NO SEAMS SECTION - RECESSED ENTRY SCALE: 3/8" = 1'-0" 5'-0" PORCH DEPTH 1x12 TRIM 21 4" BED MOULD 1x6 SYNBOARD CURVED BELOW ARCH 01 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 12:58 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