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HomeMy WebLinkAboutA0015040TEMP 3060 3060 5834" 3712" 3712" RIGHT SIDE EXTERIOR04REAR EXTERIOR03 LEFT SIDE EXTERIOR 02 1/8" = 1'-0"SCALE: 1/8" = 1'-0"SCALE:SCALE: 1/8" = 1'-0" 16'-0"w. x 7'-0"h. SHORT PANEL ULTRA GRAIN CARRIAGE STYLE OH GARAGE DOOR W/ LONG SQUARE GRILLE GLASS INSERTS - INSULATED 8 12" 2020P 3060 3060 1x8 GUTTER BOARD - w/ ALUMINUM GUTTER & DOWNSPOUTS DIMENSIONAL SHINGLES 12" x 9 12" HARDBOARD FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD 5060P 3060 2020P 2020P 8 12" 2 14"h. x 5"d. CAST STONE SILL - PROJECT BOTTOM 1" EGRESSEGRESS 2 14" x 4" CAST STONE SILL -PROJECT BOTTOM 1" 22 34" 37 12" 37 12" 12" x 9 12" HARDBOARD FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD 3060 BRICK VENEER 22 34" 22 34" BLS 90802280-P BRICK THRESHOLD 3712" STEEL LINTEL - REFER TO GN SHEET FOR SIZING & BEARING REQUIREMENTS - TYPICAL F.P. COMBUSTION AIR DUCT 3134" 3134" 25'-0" RIDGE VENT 5'-0" R.V. 12 12 12 12 12 12 20'-0" RIDGE VENT 4416P 4634" 2040 2234" 1x6 GABLE FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD 1x8 RAKE BOARD - EXTEND 12" FROM SHEATHING 1x6 GABLE FRIEZE - w/ 1x4 BACK-UP - w/ BARGE MOULD 12:12 PITCH 12 8 12 8 12 8 12 8 10 A1.0 06 A1.0 06 A1.0 9'-712" GUTTER RETURN 8 12" 12 12" 12 12" 8 12" F.C. SHAKE SIDING 1x6 GABLE FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD 1x8 RAKE BOARD - EXTEND 12" FROM SHEATHING 24" STONE RETURN 24" STONE RETURN 1x6 TRIM (BEYOND) FIBER CEMENT PANEL - SMOOTH FINISH (BEYOND) - HOLD 1" OFF SHINGLES METAL FLASHING (BEYOND) DS INSTALL D.S. IN FRIEZE 36" 2'-1034" GUTTER RETURN 1x8 RAKE BOARD (BEYOND) - EXTEND 8" FROM SHEATHING A/C 06 A6.0 06 A1.0 BLS3080-2280-PTEMP 3060 12 8 3060 EGRESS 3060 EGRESS 3978" 1112" 10'-1"T/ FOOTING9'-0" T/ 1st FLOOR DBL. T/ PLATE T/ FDN WALL T/ 1st FLR SUBFLR. 1112" 10'-1"T/ FOOTING9'-0" T/ 1st FLOOR DBL. T/ PLATE T/ FDN WALL T/ 1st FLR SUBFLR. 5040 EGRESS 7'-0"7'-0"1x6 WINDOW TRIM - SIM. TO DTL. 05/D2.1 STEEL LINTEL - REFER TO GN SHEET FOR SIZING & BEARING REQUIREMENTS - TYPICAL 4334" 12 12" 06 A1.0 12 12" STEEL LINTEL - REFER TO GN SHEET FOR SIZING & BEARING REQUIREMENTS - TYPICAL BRICK VENEER BRICK SOLDIER - PULL 12" FROM FACE OF VENEER 6'-0"EGRESS 2'-1034" GUTTER RETURN BRICK SOLDIER - PULL 12" FROM FACE OF VENEER 3'-0" GARAGE FDN. WALL FCB SIDING - EXTEND 4 12" OVER BRICK 1x8 RAKE BOARD - EXTEND 12" - w/ BARGE MOULD 1x8 GABLE FRIEZE - w/ 1x6 BACK-UP 15'-0" RIDGE VENT 10'-0" R.V. 6060P 4014" 3978" 4014" EGRESSEGRESS 12 8 12 8 1x8 RAKE BOARD - EXTEND 16" FROM SHEATHING 1x8 GABLE FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD NOTE: TOP OF PATIO TO BE NO MORE THAN 16 12" BELOW DOOR THRESHOLD B194 DS 5040 EGRESS TRENCH FOOTER 36"h. METAL GUARDRAIL 6068 SGD TRENCH FOOTER2'-6" DS 5'-0" 8"5040 EGRESS 3712" 12 8 FRONT EXTERIOR - 'COASTAL ACADIAN' w/ BRICK01 SCALE: 1/4" = 1'-0" 30603060 9'-0"w. x 7'-0"h. SHORT PANEL ULTRA GRAIN CARRIAGE STYLE OH GARAGE DOOR w/ LONG SQUARE GRILLE GLASS INSERTS - INSULATED 2440 2450 2440 2440 2450 2450 2450 2450 2416P 2416P 2416P METAL FLASHING 2030P 2030P 2030P SEE DTL. 05/A6.0 FOR DORMER DETAILS NOTE: 25'-0" RIDGE VENT 20'-0" RIDGE VENT 5'-0" RIDGE VENT 8 12"8 12" 712" 8 12"8 12" 8 12" 12" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10'-1"FIRST FLOOR PLATE HEIGHTT/ FOUNDATION WALL T/ FOOTING T/ 1st FLOOR SUBFLOOR T/ 1st FLOOR DBL. T/ PLATE 9'-0" 3'-0" 9'-012"GARAGE PLATE HEIGHTT/ GARAGE FOOTING T/ GARAGE DBL. T/ PLATE 8" 8" 1x8 RAKE BOARD - EXTEND 12" FROM SHEATHING 1x6 GABLE FRIEZE - w/ BARGE MOULD - w/ 1x BACK-UP 'FYPON' DECORATIVE LOUVER - LV12x24 - w/ 1x4 TRIM SURROUND PROVIDE FLASHING & WEEPS NOTE: AT LINTELS & SILLS - REFER TO DTL's, SHTS D1.0 & D2.1 ALIGN WEEPS IN CULTURED STONE NOTE: VENEER w/ WEEPS IN CMU BLOCK - @ 24" o.c. NOTE: ALWAYS PROVIDE STUD DIRECTLY BEHIND PANEL JOINT, 'H' STRIP CONNECTOR or BATTEN, INCLUDING ALL GABLE LOCATIONS, TYPICAL PAD OUT GABLE 6" 1x8 WOOD TRIM - w/ F.C.B. BACK-UP 1x6 GABLE FRIEZE - w/ BARGE MOULD 09 A1.0 FIBER CEMENT SHAKE SIDING 09 A1.0 6'-6"6'-6"09 A6.0 1x2 SYNBOARD SILL - SEE DTL. 11/A1.0 1x6 WOOD TRIM - w/ F.C.B. BACK-UP 2'-0" TYP. 2'-0" TYP.3'-8"4'-0"1x2 WOOD BATTENS FIBER CEMENT BOARD -SMOOTH FINISH - HOLD 1" OFF SHINGLES - W/ METAL FLASHING FIBER CEMENT BOARD -SMOOTH FINISH 6'-0" DIMENSIONAL SHINGLES 1x8 GUTTER BOARD - w/ ALUMINUM GUTTER & DOWNSPOUTS 12" x 9 12"HARDBOARD FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD 10 A6.0 10'-8" 9'-6" WOOD MILLED BRACKET 'A' - w/ 1x6 BACK-UP - SEE DTL. 08/A1.0 BRICK VENEER 3 58"h. x 6 58"d. CAST STONE SILL - PROJECT BOTTOM 1" BRICK SOLDIER - PULL 12" FROM FACE OF VENEER 'WEATHERLEDGE' CULTURED STONE VENEER ON 4" CMU BLOCK - METAL LATHE ONLY ON FOUNDATION - HOLD 2" ABOVE GRADE 1x6 WINDOW TRIM - SIM. TO DTL. 05/D2.1 BRICK THRESHOLD - DTL. 06/D1.0 11 A6.0 05 A1.0 07 A1.0 05 A1.0 05 A1.0 05 A1.005 A1.0 HOLD CMU 2" FROM DOOR FOR STONE CORNER DIMENSIONAL SHINGLES 1x8 GUTTER BOARD - w/ ALUMINUM GUTTER & DOWNSPOUTS 12" x 9 12"HARDBOARD FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD BRICK VENEER BRICK SOLDIER - PULL 12" FROM FACE OF VENEER 'WEATHERLEDGE' CULTURED STONE VENEER ON 4" CMU BLOCK - METAL LATHE ONLY ON FOUNDATION - HOLD 2" ABOVE GRADE 6'-0" 01 WW1 STONE WING WALL STEEL LINTEL - REFER TO GENERAL NOTES SHEET FOR SIZE & BEARING REQUIREMENTS - TYPICAL CAST STONE PIER CAP - #PCF22H (DTL. 03/WW1)1112" 1x10 WINDOW TRIM - SIM. TO DTL. 04/D2.0 1x6 WINDOW TRIM - SIM. TO DTL. 05/D2.13050 WINDOW HIDDEN FROM VIEW - SEE DTL. 08/A6.0 6'-0" CEILING LINE 12/12 DETAIL - 12/12 HEEL CUT - w/ 12" OVERHANG SCALE: 3/4" = 1'-0" 1'-0" O.H.1'-0"HEEL CUT05 NOTE: BRICK @ GARAGE DOOR HEAD TO BE FLASHED & WEEPED w/ 316" WEEPS @ 24" o.c. CEILING LINE 8/12 DETAIL - 8/12 HEEL CUT - w/ 16" OVERHANG SCALE: 3/4" = 1'-0" 1'-4" O.H.101116"HEELCUT06 COLUMN 8:12 PITCH 8:12 PITCH 4'-0"4'-0" 7'-0"6'-0"1x8 RAKE BOARD - EXTEND RAKE 16" FROM SHT'G - ON 2x6 BL'KS @ 24" o.c. ON 1x6's 1'-0" 6"6'-6"6" 1/2" = 1'-0" DETAIL - GABLE TRIM SCALE: 1x6 TRIM LAPPED UNDER RAKE - NAIL TO FIBER CEMENT BOARD - 5" REVEAL 1x6 TRIM BOARD - NAIL TO 1x6 BAND BOARD - w/ 2x6 BL'KS @ 24" o.c. FIBER CEMENT BOARD (SMOOTH) METAL FLASHING THERMO-PLY SHEATHING (STRUCTURAL & WATER REPELLENT) 2x4 BLOCKING @ 16" o.c. 3/8" SOFFIT 1x6 WOOD TRIM - w/ BARGE MOULD 09 1"= 1'-0"SCALE: DETAIL - 1x WINDOW SILL 1x2 SYNBOARD TRIM 1x TRIM - EXTEND 1" BEYOND 1x BEVELED TRIM - PROVIDE 1 1/8" x 1" NOTCH @ EACH END 1"158"12"118" FOR J-CHANNEL - REFER TO ELEVATIONS FOR SIZES AND PROFILES - w/ 10° BEVEL 10.00° 11 08 A6.0 10 A6.0 8" ROOF CRICKET CEILING LINE 12/12 DETAIL - 12/12 HEEL CUT - w/ 16" OVERHANG SCALE: 3/4" = 1'-0" 1'-4" O.H.1'-4"HEEL CUT07 1'-10 58"2"1'-10 58" 2" 512"512"2' - 0 1 4"3 1 2" 1' - 1 0 3 16"31 2 "21 2 "45°r=1'- 1 1 3 8"r =2 5 1 6" r=2 5 16"1'-10 58"312" SCALE:3/4" =1'-0" DETAIL - MILLED BRACKET 'A' 45° 08 4'-0"STONE ADDRESS PLAQUE 1x6 WINDOW TRIM - SIM. TO DTL. 05/D2.1 3'-0" GARAGE FDN. WALL SQUARE FOOTAGE 1ST FLOOR: 2ND FLOOR: S.F FINISHED BASEMENT: GARAGE: S.F S.F S.F GROSS S.F S.F S.F S.F NET UNFINISHED BASEMENT: S.F S.F Note: All square footage calculations are taken to face of veneer. Gross square footage: Includes square footage that takes into account floor space in a two-story volume. Net square footage: Gross square footage minus the floor space in a two-story volume. Net square footage should be used for determining appraisal value. FRONT PORCH: DECK: S.F S.F S.F S.F PATIO: S.F S.F 3368 -- 2369 918 3368 -- 2084 918 819 819 179 206 179 206 196 196 CEILING LINE 8/12 DETAIL - 8/12 HEEL CUT - w/ 16" OVERHANG SCALE: 3/4" = 1'-0" 1'-4" O.H.101116"HEEL CUT4/12 10 WILLIAM L.KAUF H O L Z A RCHITECTREASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: FISCHER HOMES INDIANAPOLIS II, LP6602 EAST 75TH STREET, SUITE 400INDIANAPOLIS, IN 46250(317) 348-2500FIELD SPEC HOTLINE: (859) 344-7100COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.JOB INFO: DATE: PROJECT COORDINATOR:PHONE No:PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN NO.EXTERIOR: 12/20/2018 4:43 PM TLR-024 JULIE & JASON PATEL14410 TALLYN WAYROOKWOOD G111 CA TALLYNS RIDGECARMEL, IN 46071024 ---- -------- -------- 12/14/18---- ----------------GRAND ESTATES COLLECTION fieldspecchange@fischerhomes.com REVISED BY: TEAM MANAGER:PHONE No:859-426-4223SHEZYRA D. SISKOWICA1.0 01/04/19 William Hohlt