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HomeMy WebLinkAboutA008WILLIAML.KAUFH O L Z A RCHITECTVARIESVARIES 13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUM TO ℄ PIER / FT'G. 13'-0" MAXIMUM TO ℄ PIER / FT'G.13'-0" MAXIMUMTO ℄ PIER / FT'G.SLOPE 3" FROM REAR TO FRONT w/ 1" WEATHERLIP @ THE GARAGE DOOR 2x4 NOTCH SLOPED 3" FROM REAR TO FRONT FOR SLAB SUPPORT - DTL. 10/D2.1 12"w. x 20"d. C.I.P. CONC. GRADE BEAM - DTL. 06/D2.1 HOLD T/ FDN. WALL DOWN 12" FOR SLAB POUR-THRU - DTL. 07/D2.1 HOLD T/ GARAGE SLAB DOWN 1" FROM T/ FDN. & SLOPE TO O.H. DOOR - UNLESS OTHERWISE NOTED ON A2.0 UNEXCAVATED GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH @ 28 DAYS = 3500 PSI. w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE 36" x 36" x 12"d. C.I.P. CONCRETE FOOTING - SHOWN BELOW PIER 36" x 36" x 12"d. C.I.P. CONCRETE FOOTING - SHOWN BELOW PIER 24" x 24" PIER - DEPTH TO BEARING SOIL 24" x 24" PIER - DEPTH TO BEARING SOIL 6"thk. CONC. GARAGE SLAB - PROVIDE #4 RE-BARS @12"o.c. EA. WAY w/ MIN. 3" COVERAGE SCALE: 3/4" = 1'-0" DETAIL - 3-CAR SIDE ENTRY w/ EXPANSION GARAGE SLAB01 09 D2.1 TALLYNS RIDGEREASON FOR PLOT: PLOT DATE:Job No. Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 Olympic Blvd, suite 100Erlanger, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:8/14/2020 3:09 PM# TLR010050000TLR010050000#2 * MARKET HOME *14397 TALLYN WAYSTANTON57-460-STANTON AMERICAN CLASSIC WITH BRICKCARMEL, IN5 05/2017------------------------------------------------Masterpiecefieldspecchange@fischerhomes.comREVISED BY:-------- ----SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD2.0 09/10/20