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A002
8'-1"T/ 1st FLOOR DBL TOP ⅊ T/ 2nd FLOOR SUBFLOOR T/ 2nd FLOOR DBL TOP ⅊10'-212" 8'-1"T/ 2nd FLOOR SUBFLOOR T/ 2nd FLOOR DBL TOP ⅊9'-1" T/ 1st FLOOR SUBFLOOR T/ 1st FLOOR DBL TOP ⅊ 1x6 WINDOW TRIM - DTL. 05/D1.3 - TYP.9'-212"WALL HEGHT AT GARAGE FRONT WALLT/ FOUNDATION 1x6 CORNER TRIM 1x8 RAKE BOARD - EXTEND 12" FROM SHT'G. 1/2" x 9 1/2" HARDBOARD FRIEZE - w/ BARGE MOULD - TRIM TO T/ WINDOWS 1x6 CORNER TRIM 1x6 SILL w/ 1x2 SYNBOARD CAP - DTL. 04/D1.0 1x6 WINDOW TRIM 12" x 912" HARDBOARD FRIEZE - w/ BARGE MOULD - TRIM TO T/ WINDOWS 1x8 GUTTER BOARD 12" x 9 12" HARDBOARD FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD - TRIM TO T/ WINDOWS FIBERGLASS / ASPHALT SHINGLES 1 2" x 9 12" HARDBOARD FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD - TRIM TO T/ WINDOWS BRICK DOOR THRESHOLD - DTL. 06/D1.1 BRICK ROWLOCK SILL - SLOPE 1" TO FRONT - PROJECT BOTTOM 1" 1x6 WINDOW TRIM - DTL. 05/D1.3 1x8 GUTTER BOARD 8 12" O.H. 812" O.H. 12 12 12 12 12 12 12 12 12 12 12 12 DRYWALL WINDOW 12" O.H. CURVED GABLE TRIM -SEE DTL. 06-07/A1.1 - HOLD TO BACK OF RAKE 4'-5"DIVERTER 1x8 GUTTER BOARD 1x8 RAKE BOARD - EXTEND 12" FROM SHT'G. CURVED GABLE TRIM -SEE DTL. 06-07/A1.1 - HOLD TO BACK OF RAKE 1x6 GABLE FRIEZE - w/ BARGE MOULD 9" BOX COLUMN - SEE DTL. 21/D1.0 FIBERGLASS / ASPHALT SHINGLES 1x6 WINDOW TRIM - DTL. 05/D1.3 3 5 8"h. X 6 5 8"d. CAST STONE SILL - PROJECT BOTTOM 1" BRICK SOLDIER COURSE - PULL 12" FROM FACE OF VENEER - SEE DTL. 08/D1.3 - TYP. 03/04 A1.1 12" O.H. 8'-0" FOUNDATION 1x6 GABLE FRIEZE - w/ BRICK LADDER - w/ BARGE MOULD 12 10 MILLED BRACKET - SEE DTL. 05/A1.1 MILLED BRACKET - SEE DTL. 05/A1.1 r=16'-3 38"6"6"2'-812"3 5 8"h. x 6 58"d. CAST STONE SILL - PROJECT BOTTOM 1"r=16'-33 8"7" 01 A1.1 1'-2"4'-5"6'-10316" 5'-8516" 4 4 12 4 12 4 9 10 1x4 CORNER TRIM 10 11 10 16 5 3 5 3 12 8 12 8 12 12 12 12 12 12 12 8 12 8 12 8 12 8 1x4 CORNER TRIM 5 1x4 CORNER TRIM 2'-0" 12 6 1x4 CORNER TRIM 1x4 CORNER TRIM 7 20 (2) 1X8 TRIM - LAPPED 18 (2) 1X8 TRIM - LAPPED 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. SQUARE FOOTAGE GROSS AREA NET AREA BASEMENT (FINISHED) BASEMENT (UNFINISHED) DECK FIRST FLOOR GARAGE PORCH SECOND FLOOR 1252 Sq.Ft. 921 Sq.Ft. 24 Sq.Ft. 2190 Sq.Ft. 426 Sq.Ft. 58 Sq.Ft. 1640 Sq.Ft. 1252 Sq.Ft. 921 Sq.Ft. 24 Sq.Ft. 2190 Sq.Ft. 426 Sq.Ft. 58 Sq.Ft. 1161 Sq.Ft.WILLIAM L.KAUF H OL Z ARCHITECTALL SIDES: HORIZONTAL OR SHAKE SIDING TO BE FIBER CEMENT BOARD SIDING MATERIAL: TALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No. Sheet No.INHOMESITE NO. OFFICE REVIEW: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: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/19/2019 2:19 PM# TLR010230000 ADAM SOLOMON3284 TAMERLANE PLACELELAND 57-442-LELAND COASTAL CLASSIC WITH BRICK & STONE CARMEL, IN23 05/2017 ----------------------------------------------------fieldspecchange@fischerhomes.com REVISED BY:----LORI SOLOMONSAPPHIRE TRADE SUPPORT sapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLCA1.0 MATERIAL LEGEND 1 3 1x8 RAKE BOARD 4 1x8 GUTTER BOARD - w/ ALUM. GUTTER & DOWNSPOUTS 1 2" x 9 12" HARDBOARD FRIEZE - TRIM TO T/ WINDOWS 5 FIBERGLASS / ASPHALT SHINGLES 6 PREFINISHED CORNER TRIM - TYPICAL w/ VINYL SIDING <OR> 1x4 CORNER TRIM - TYPICAL w/ FIBER CEMENT PLANK SIDING / PANELS 7 1x6 WINDOW JAMB TRIM 8 9 1x8 WINDOW JAMB TRIM 1x10 WINDOW JAMB TRIM 12 1x12 KICK PLATE - TRIM TO FIT 13 (2) 1x8 KICK PLATE - BUTTED TOGETHER 10 2 1 4"h. x 4"d. CAST STONE SILL - PROJECT BOTTOM 1"± HORIZONTAL SIDING - REFER TO BOX NOTE BELOW FOR MATERIAL - SEE DTL SHEETS WS-V OR WS-F SHAKE SIDING - REFER TO BOX NOTE BELOW FOR MATERIAL - SEE DTL SHEETS WS-V OR WS-F FIBER CEMENT BOARD PANEL - STUCCO FINISH - SEE DTL SHEET WS-F ALL MATERIALS ARE 'TYPICAL' UNLESS OTHERWISE NOTED FIBER CEMENT BOARD PANEL - SMOOTH FINISH - SEE DTL SHEET WS-F CULTURED STONE VENEER - REFER TO SELECTIONS - SEE DTL SHEETS WS-C BRICK VENEER - SEE DTL SHEETS WS-B WAVEY-EDGE CEDAR SIDING - SEE DTL SHEETS WS-V OR WS-F 11 BRICK SILL COURSE - SLOPE 1" - PROJECT BOTTOM 1" 2 1x8 GABLE FRIEZE NOTE: REFER TO A7.0 FOR THE ROOF PLAN, RIDGE VENT LOCATIONS, AND GUTTER AND DOWNSPOUT LOCATIONS. 14 2 1 4"h. x 23 4"d. CAST STONE SILL - PROJECT BOTTOM 3 4"± 15 12" x 912" HARDBOARD FRIEZE, LAPPED - TRIM TO T/ WINDOWS 16 1x8 BAND BOARD 17 1x6 CORNER TRIM 18 1x12 TRIM 19 1x8 TRIM 20 3 5 8 "h. x 65 8"d. CAST STONE SILL -PROJECTBOTTOM 1"± FIBER CEMENT BOARD PANEL - VERTICAL SIDING - SEE DTL SHEET WS-F 21 1x4 TRIM 22 1x10 TRIM 23 1x6 TRIM 24 BLOCKING @ TRUSS CANTILEVER NOTE: DASHED LINES BELOW T/ FOUNDATION DEPICT INSTALLED WINDOWS OR DOORS - LOCATED PER A2.0 SCALE = 1'-0" FRONT ELEVATION 1/4"01 SCALE = 1'-0" LEFT SIDE ELEVATION 1/8" 02 SCALE = 1'-0" REAR ELEVATION 1/8"03 SCALE = 1'-0" RIGHT SIDE ELEVATION 1/8"04 03/21/19 Adam Schriner