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HomeMy WebLinkAboutS001WILLIAM L.KAUF H OL Z ARCHITECTUP CARPET 01 A6.0 08 D2.1 06 D2.1 08 D2.1 09 D2.1 REFER TO NOTE03 ON SHEET A2.0 FOR GARAGE SLAB THICKNESS AND REBAR REQUIREMENTS. REFER TO NOTE02 ON SHEET A2.0 FOR GARAGE SLAB THICKNESS AND REBAR REQUIREMENTS. 08 D2.1 PREF'D EJECTOR LOCATION PREF'D SUMP LOCATION WHFURNACE UNEXCAVATED BASEMENT FD 3" Ø PVC RADON REDUCTION PIPE - SEE DTL. 03/D2.1CONTROL JOINTCONTROL JOINTCONTROL JOINT 42" x 42" x 18" d. C.I.P. CONC. FOOTING - HOLD DOWN 3 12" FOR SLAB POUR THROUGH 4" Ø 11 GA. STEEL COL. W8x18 STEEL BEAM W8x18 STEEL BEAM W8x18 STEEL BEAMW8x18 STEEL BEAM 27" x 27" x 12" d. C.I.P. CONC. FOOTING - HOLD DOWN 3 12" FOR SLAB POUR THROUGH 3" Ø 11 GA. STEEL COL. 33" x 33" x 15" d. C.I.P. CONC. FOOTING - HOLD DOWN 3 12" FOR SLAB POUR THROUGH 3" Ø 11 GA. STEEL COL. 24" x 24" x 12" d. C.I.P. CONC. FOOTING - HOLD DOWN 3 12" FOR SLAB POUR THROUGH W8x21 STEEL BEAM W8x28 STEEL BEAM W8x28 STEEL BEAM 42" x 42" x 18" d. C.I.P. CONC. FOOTING - HOLD DOWN 3 12" FOR SLAB POUR THROUGH 4" Ø 11 GA. STEEL COL.CONTROL JOINT CONTROL JOINTCONTROL JOINT CONTROL JOINT 10" x 4" x 8 18" d. BEAM POCKET #4 RE-BAR @ 18" o.c. - FRONT TO BACK - PLACED ABOVE SIDE TO SIDE BARS IN SLAB #4 RE-BAR - STUBBED & LOOPED HOLD WALLS DOWN 312" #4 RE-BAR @ 11" o.c. - SIDE TO SIDE - PLACED BELOW FRONT TO BACK BARS IN SLAB 2x4 LET IN FOR SLAB SUPPORT TYP. 3" LEDGE FOR GRADE BEAM SUPPORT - SEE DTL. 06/D2.1 2x4 NOTCH SLOPED 3" FROM REAR TO FRONT FOR SLAB SUPPORT - SEE DTL. 11/D2.1 3" LEDGE FOR GRADE BEAM SUPPORT - SEE DTL. 06/D2.1 W8x21 STEEL BEAM HOLD T/ WALL DOWN 12" AND POUR SLAB THRU 3" Ø, 11 Ga ADJ. STEEL COLUMN - TYPICAL 30" x 30" x 12" THICK C.I.P. CONCRETE COLUMN FOOTING - HOLD T/FT'G DOWN 312" FROM T/SLAB HOLD T/ GARAGE SLAB DOWN 1" FROM T/ FDN. & SLOPE TO O.H. DOOR 2x4 NOTCH SLOPE 3" FROM REAR TO FRONT FOR SLAB SUPPORT - SEE DETAIL 10/D2.1 VERTICAL CONTROL JOINT - SEE DTL. 01/D2.1 10" C.I.P. CONCRETE FOUNDATION WALLS 8" x 20" C.I.P. CONCRETE FOOTINGS VERTICAL CONTROL JOINT - SEE DTL. 01/D2.1 VERTICAL CONTROL JOINT - SEE DTL. 01/D2.1 3" Ø, 11 Ga ADJ. STEEL COLUMN - TYPICAL 30" x 30" x 12" THICK C.I.P. CONCRETE COLUMN FOOTING - HOLD T/FT'G DOWN 312" FROM T/SLAB 33" x 33" x 15" THICK C.I.P. CONCRETE COLUMN FOOTING - HOLD T/FT'G DOWN 312" FROM T/SLAB 3" Ø, 11 Ga ADJ. STEEL COLUMN - TYPICAL 33" x 33" x 15" THICK C.I.P. CONCRETE COLUMN FOOTING - HOLD T/FT'G DOWN 312" FROM T/SLAB OPT. FULL BATH ROUGH-IN EGRESS WINDOW WELL - w/ DRAIN -HOLD T/ WINDOW 16" BELOW T/ FDN. WALL EGRESS 5040 SL UNFINISHEDUNEXCAVATED 15'-10"TO ℄ STEEL BEAM / COLUMN512" 11'-43 4" TO ℄ COLUMN 21'-714" TO ℄ COLUMN 18'-314" TO ℄ COLUMN 7'-5"3'-11"11'-8" STAIR RUN 5" 10" 11'-7"TO ℄ STEEL BEAM10" 12'-0" 8"8'-912" 15'-912" 8"8"14'-2" 12'-11" 11'-11" 14'-7"13'-6" 12'-0" 76'-7" 1'-712" 9'-0" 1'-412" 23'-012" 26'-1" 23'-3"12'-2"11'-812"11'-612" 8" 8" 20'-212"10" 18'-612"15'-1058"12'-43 4" TO ℄ COLUMN 12'-212" 11'-612" 4'-378"10" 10" 15'-1114" TO ℄ COLUMN 23'-1112" 23'-812" 8" 22'-0" 10"10"10" 10"2'-11"63'-1"2'-0" 1'-4" 3'-9"2'-0"10"12'-11"15'-734"TO ℄ STEEL BEAM / COLUMN11'-3" TO ℄ COLUMN 22'-73 4" TO ℄ COLUMN 21'-812"18'-10"TO ℄ FLOOR DRAIN16'-45 8" TO ℄ FLOOR DRAIN 12'-103 4" TO ℄ RADON PIPE 13'-103 8" TO ℄ SHOWER DRAIN8'-1012"TO ℄ SHOWER DRAIN7'-418"TO ℄ TOILET DRAIN17'-03 8" TO ℄ TOILET DRAIN 2'-7" 11'-3" 6'-512" 8" 8" 6'-412" 4'-0" 8"4'-9"8"8'-9"17'-334"TO ℄ RADON PIPE8" 13'-514"TO ℄ STEEL BEAM / COLUMN6'-1112"58'-8" 76'-7"7'-3" 9'-0" FOUNDATION41'-1"1'-812"16'-0" 4'-312" 3'-512"63'-1"58'-2"ELECTRICAL PANEL WATER SOFTENER WET BAT RI CAP-OFF SINK DRAIN 32"x23" HOPPER 32"x23" HOPPER 7'-412" 3'-7" -HOLD T/ WINDOWS TO T/ FDN. WALL GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH @ 28 DAYS = 3500 PSI. · w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE. 6"thk. CONC. GARAGE SLAB. · #4 RE-BARS @ 12" o.c. EA. WAY w/ MIN. 3" COVERAGE. 02 GARAGE SLAB NOTES:12" 12" 2x4 NOTCH SLOPED 3" FROM REAR TO FRONT FOR SLAB SUPPORT - DTL. 10/D2.1 GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH @ 28 DAYS = 3500 PSI. · w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE. 6"thk. CONC. GARAGE SLAB. · #4 REBAR @ 9" o.c. IN THE SHORT DIRECTION · #4 REBAR @ 18" o.c. IN THE LONG DIRECTION · MIN. 3" COVERAGE **THE 9" o.c. BARS MUST BE ON THE BOTTOM OF THE STEEL MAT** 03 GARAGE SLAB NOTES:9"18" 2x4 NOTCH SLOPED 3" FROM REAR TO FRONT FOR SLAB SUPPORT - DTL. 10/D2.1 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:5/8/2019 9:50 AM# TLR010160000 JOE ARRUDA 14368 TRAHAN DRIVEROOKWOOD 77-450-ROOKWOOD COASTAL ACADIAN WITH BRICK & STONE CARMEL, IN16 03/2017 BA---- ----------------------------------------Grand Estates fieldspecchange@fischerhomes.comREVISED BY:---- ---- ----ARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC----A2.0 SCALE = 1'-0" FOUNDATION PLAN 1/4"01 FOUNDATION PLAN NOTE: 1. FOUNDATION WALLS SHADED AS TO BE SET AT T/ FDN ELEVATION PER PLOT PLAN 2. FOUNDATION WALLS UNSHADED TO BE DROPPED AS NOTED ON FOUNDATION PLAN FLOOR PLAN NOTE: 1. ALL EXTERIOR WALLS SHALL BE FRAMED @ 16" o.c. 2. INTERIOR WALLS SHADED AS INDICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @ 19.2" o.c. (UNLESS OTHERWISE NOTED ON PLAN) - ALIGN JOISTS w/ STUDS. 3. INTERIOR WALLS SHADED AS INDICATES INTERIOR WALLS TO BE FRAMED @ 16" o.c. 05/16/19 Adam Schriner