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HomeMy WebLinkAboutA114- TIED TO RE-BAR TIE WIRE VINYL WATER-STOP FOR NOTCH FORMING 3/4" = 1'-0" RIP 1x2 AS DETAILED SCALE: CAST-IN-PLACE CONCRETE FOUNDATIONFDN. WALLVARIES(4) RE-BARS- w/ 2" MIN. COVER PLAN DTL - VERTICAL CONTROL JOINT 30.00° 1x2 RIPPED @ 30° TO FORM CONTROL JOINT ELEVATION - FDN STEEL GROUNDING SCALE: 3/4" = 1'-0" STUB RE-BAR UP IN FRONT CORNER ON THE UTILITY SIDE OF HOME 4 AWG WIRE CLAMPED TO RE-BAR STUB FOR GROUNDING STUB UP 20'-0" LONG PIECE OF CONTINUOUS FOOTING RE-BAR 3" ABOVE T/ FOOTING FOUNDATION WALL 3"NOTE 8" x 8" BOX-OUT IN SLAB @ RE-BAR STUB HOPPER WINDOW HEAD @ SIDING SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING 8"thk. C.I.P. CONCRETE FDN WALL - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN - EXTEND SHEATHING TO 1/2" BELOW T/ FOUNDATION WALL HORIZONTAL SIDING, TYPICAL 24" POLY FLASHING, TYPICAL 2x4 P.T. SILL PLATE 4'-0" LONG P.T. 2x4 NEXT TO SILLPLATE, CENTERED ABOVE HOPPER WINDOW- TOE NAIL INTO SILL PLATE 1x6 TRIM HOPPER WINDOW - RIP TO FIT SECTION - NOTE: - HOLD POLY 1" BELOW T/FOUNDATION, TYP.4"112" 8"FOOTING- 1" ADDITIONAL FALL IN LAST 12" OF RUN 3. ALL STEEL TO BE COVERED w/ A MIN. 1. 6" CONCRETE SLAB 5. WEATHER LIP AT GARAGE DOOR 2. 8" PEA GRAVEL BASE GARAGE SLAB NOTES: OF 3" OF CONCRETE 1" = 1'-0"6"1"SLOPE12" 1" SLOPE SCALE: 512" 8"x18" CONCRETE FOOTINGVARIES - REFER TO PLANGARAGE WALL DEPTHVARIESREFER TO PLANSECTION DETAIL - FOUNDATION @ GARAGE DOOR 12" EXPANSION JOINT DRIVEWAY CONCRETE SLAB - MIN. 4" THK. - THICKENED TO 5 12" @ GARAGE DOOR 4. 1 12" x 5 12" (2x6) LEDGE FOR DRIVEWAY SLAB SUPPORT #4 RE-BAR - REFER TO D2.0 FOR SPACING SCALE: DETAIL - GARAGE FDN WALL @ BASEMENT OVERDIG312"LENGTH OF OVERDIG 4'-0" MIN. RE-BAR EMBEDMENT APPROX. LINE OF OVERDIG UNDISTURBED SOIL℄2'-0" MIN. RE-BAR EMBEDMENT (2) #4 RE-BARS - CONTINUOUS (2) #4 RE-BARS - EXTEND PAST AREA OF OVERDIG 312"℄GARAGE FOUNDATION FOOTING SCALE: 3/4" = 1'-0" A A6"PEA GRAVEL BASE DEPTH VARIESC.I.P. FOOTING 36" x 36" x 8"d. DETAIL - GARAGE SLAB PIER SOIL 8"FOOTING24" x 24" PIER - DEPTH TO BEARING SCALE: 3/4" = 1'-0" 6"thk. CONC. SLAB w/ #4 RE-BAR @ 12" o.c. - EA. WAY, TYP. - MIN. 3" COVER IF PIER DEPTH TO BEARING SOIL IS LESS THAN 2'-0"d., THE PIER WILL BE POURED BY THE FLATWORK SUBCONTRACTOR IF PIER DEPTH TO BEARING SOIL IS 2'-0"d. OR GREATER, THE PIER WILL BE POURED BY THE FOUNDATION SUBCONTRACTOR GARAGE PIER NOTES:TO BEARING SOIL 1'-0"SLAB TO BE MIN. 12"thk. @ PIER 3/4" = 1'-0" SCALE: SECTION DETAIL - GARAGE DOOR GRADE BEAM 6" 12" (1" SLOPE)912"8"w x 18"d TURNED DOWN CONCRETE SLAB 3" x 5 12" NOTCH IN TURN DOWN FOR DRIVEWAY SLAB SUPPORT POURED CONCRETE FOUNDATION WALL (3) CONTINUOUS #4 RE-BARS (DRILLED) ELEVATION512"6"thk. CONC. GARAGE SLAB GARAGE FOUNDATION BEYOND PEA GRAVEL BASE - TO PROVIDE FINISH GRADE (3) CONTINUOUS #4 RE-BARS (DRILLED) SECTION #4 RE-BAR - REFER TO D2.0 FOR SPACING 12" EXPANSION JNT. 8" CONC. FDN. WALL BEYOND DRIVEWAY CONC. SLAB - MIN. 4" THICK - THICKENED TO 5 12" GARAGE DOOR 1'-6"(APROX. DEPTH)3" 912" 1"SLOPE 3" 1'-5" or1'-9" @ SPLITLEVEL HOMES8"3" 1'-6"1'-012" 512"℄ 3"6" 2"2"2"2" ℄ ℄5"1'-0" VARIES 114" 6" SECTION DETAIL - GARAGE SLAB APPROXIMATE LINE OF 3'-0" OVERDIG UNDISTURBED SOIL SCALE: PEA GRAVEL BASE 3/4" = 1'-0" 312" 114" 6"thk. CONCRETE SLAB ON GRADE 2x4 KEY IN GARAGE FOUNDATION WALL - REFER TO SHEET D2.0 #4 RE-BAR @ 12" o.c. - EA. WAY, TYP. - MIN. 3" COVER 3" VARIES 114"6" GARAGE SLAB 12'-0" WIDE OR LESS SCALE: 3/4" = 1'-0"312"114" 6"thk. CONCRETE SLAB ON GRADE 2x4 KEY IN GARAGE FOUNDATION WALL - REFER TO SHEET D2.0 #4 RE-BAR @ 9" o.c. - SHORT DIRECTION - PLACED @ BTM. OF STEEL MAT - MIN. 3" COVER 3" SECTION DETAIL - #4 RE-BAR @ 18" o.c. - LONG DIRECTION - MIN. 2" COVER APPROXIMATE LINE OF 3'-0" OVERDIG UNDISTURBED SOIL PEA GRAVEL BASE SECTION DETAIL - RADON REDUCTION SCALE: 3/4" = 1'-0"312"8" 312" THICK CONCRETE SLAB 3" SCH 40 PVC PIPE - THRU ROOF 6 MIL POLY VAPOR BARRIER MINIMUM 4" GRAVEL BASE PVC "T" IN GRAVEL BASE - NOTE: RUN PARALLEL TO FOOTING 04 03 02 01 09 08 07 06 13 12 11 10 15 14 05 6" GARAGE SLAB @ BRICK CURB APPROXIMATE LINE OF 3'-0" OVERDIG UNDISTURBED SOIL SCALE: 3/4" = 1'-0" 6" CONCRETE SLAB ON GRADE EXTEND REBAR 2" INTO FOUNDATION WALL - PROVIDE TIGHT / FRICTION FIT OR EPOXY #4 RE-BAR @ 12" o.c. - EA. WAY, TYP. - MIN. 3" COVER 3" PEA GRAVEL BASE SECTION DETAIL -VARIES 612" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING 612"MAX.DEPTHNOTE: NO KEYWAY TO BE FORMED IN WALL WHERE THERE IS A BRICK CURB6"12'-0" WIDE OR LESS @ BRICK CURB SCALE: 3/4" = 1'-0" EXTEND REBAR 2" INTO FOUNDATION WALL - PROVIDE TIGHT / FRICTION FIT OR EPOXY 3"6"thk. CONCRETE SLAB ON GRADE #4 RE-BAR @ 9" o.c. - SHORT DIRECTION - PLACED @ BTM. OF STEEL MAT - MIN. 3" COVER #4 RE-BAR @ 18" o.c. - LONG DIRECTION - MIN. 2" COVER APPROXIMATE LINE OF 3'-0" OVERDIG UNDISTURBED SOIL PEA GRAVEL BASE SECTION DETAIL - GARAGE SLABVARIES612" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING 612"MAX.DEPTHNOTE: NO KEYWAY TO BE FORMED IN WALL WHERE THERE IS A BRICK CURB (2) BARS #4 RE-BAR TO BE PLACED IN DRIVEWAY 6" IN FROM OUTSIDE EDGE - MIN. 2" COVER (2) BARS #4 RE-BAR TO BE PLACED IN DRIVEWAY 6" IN FROM OUTSIDE EDGE - MIN. 2" COVER SCALE: 3/4" = 1'-0" DTL - FOOTING @ BSMT BEARING WALL 18" BEARING FRAME WALL 4"8" VAPOR BARRIER P.T. SOLE ⅊ 4" THICK CONCRETE SLAB 8"d. x 18"w. THICKENED SLAB NOTE: 4" MIN. GRAVEL BASE SECTION - HAUNCH @ 4'-0"d. STOOP SCALE: 1/2" = 1'-0"2'-212" 3'-0"1'-0"#4 RE-BAR - MIN. 12" EMBEDMENT - STUBBED OUT & LOOPED CAST-IN-PLACE CONCRETE FOUNDATION WALL - REFER TO PLANS FOR HEIGHT & WALL THICKNESS FROM T/ FDN. WALL - MIN. 2" COVER NOTE: WHEN PLACING STOOP, CUT THE LOOPED RE-BAR & SPREAD IN EITHER DIRECTION SO THAT THE STEEL IS LOCATED ON BOTH SIDES OF THE HAUNCH IN THE STOOP 312"HOLD T/ HAUNCH DOWN 3 1/2"1'-212" 2'-0" 1'-0" SECTION DETAIL - RADON REDUCTION SCALE: 3/4" = 1'-0"312" 8" 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BTM./ FT'G. - TYPICAL 4" Ø DRAIN TILE - TYPICAL 312" THICK CONCRETE SLAB 3" SCH 40 PVC PIPE - THRU ROOF - HOLD TIGHT TO FOUNDATION WALL 6 MIL POLY VAPOR BARRIER MINIMUM 4" GRAVEL BASE PVC "T" IN GRAVEL BASE - NOTE: RUN PARALLEL TO FOOTING 3/4" = 1'-0"SCALE: CAST-IN-PLACE CONCRETE FOUNDATION FDN. WALLVARIESDETAIL - DOVETAIL @ SIDING TO GRADE TREATED 2x4 RIPPED @ ANGLE TO FORM DOVETAIL - @ 16" o.c. 312" 1'-4" 1'-4" ℄℄ ℄ 3" HORIZONTAL SIDING 14" 14"112"17 WILLIAML.KAUF H OL Z A RCHITECTOVERBROOK FARMSREASON FOR PLOT: PLOT DATE:Job No. Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVD ERLANGER, 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:2/25/2021 10:55 AM# OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLUSAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD2.1 04/01/21