Loading...
HomeMy WebLinkAboutA017SECTION 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 - 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 SILL PLATE, CENTERED ABOVE HOPPER WINDOW - TOE NAIL INTO SILL PLATE 1x6 TRIM 2x BAND BOARD 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 512" @ GARAGE DOOR 4. 112" x 5 12" (2x6) LEDGE FOR DRIVEWAY SLAB SUPPORT #4 RE-BAR - REFER TO D2.0 FOR SPACING 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 ISLESS 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 6"12" (1" SLOPE)1112"12"w x 20"d TURNED DOWN CONCRETE SLAB 3" x 5 12" NOTCH IN TURN DOWN FOR DRIVEWAY SLAB SUPPORT POURED CONCRETE FOUNDATION WALL (3) #4 RE-BAR's CONTINUOUS ELEVATION 3/4" = 1'-0"512"6"thk. CONC. GARAGE SLAB GARAGE FOUNDATION BEYOND PEA GRAVEL BASE - TO PROVIDE FINISH GRADE (3) #4 RE-BAR's CONTINUOUS 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 512" GARAGE DOOR SCALE: 1'-8"(APROX. DEPTH)SECTION DETAIL - GARAGE DOOR GRADE BEAM 3" 1112" 1"SLOPE 3" 3" 1'-0" 3" 3" 3" 1'-8"1'-212" 512"℄ ℄ (3) 2x8's TO FORM WALL & 3" LEDGE3"3"2'-1"3" ℄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 16 15 14 05 SECTION - HAUNCH @ 4'-0"d. STOOP SCALE:1/2" = 1'-0" 4'-0" 312" 3'-0"2'-214"4'-10"d. x 4'-0"h. ALUMINUM HAUNCH FORM - USE 2x TO HOLD HAUNCH @ 3'-0"d. #4 RE-BAR - MIN. 12" EMBEDMENT - STUBBED OUT & LOOPED CAST-IN-PLACE CONCRETE FOUNDATION WALL - REFER TO PLANS FOR HEIGHT & WALL THICKNESS HOLD T/ HAUNCH DOWN 3 1/2" 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 #4 RE-BAR - MIN. 2" COVER 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 - 912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING VARIES 912"MAX.DEPTH6"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 SLAB 912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING VARIES912"MAX.DEPTHDETAIL - FOUNDATION BRICK CURB SCALE: 1 1/2" = 1'-0"4"STRUCTURAL SHEATHING FLASH & SEAL' FLASH'G 10" BRICK VENEER @ 24" o.c. HORIZONTAL BRICK WEEPHOLES AIR SPACE, TYPICAL - SEAL AROUND ALL PENETRATIONS, TYP. - HOLD BTM OF SHEATHING 1" BELOW T/ SUBFLOOR SILL SEALER, TYPICAL - 18" WIDE 24" WIDE POLY FLASHING BAND BD. INSULATION - CONTINUOUS - HOLD T/ POLY - 4" OFF T/ SUBFLOOR - w/ WEEP CARDS 312" 612"912"(2) COATS SPRAY-APPLICATION - APPLIED TO CURB & BELOW GRADE BITUMINOUS DAMPPROOFING - REFER TO FOUNDATION PLAN FOR INFORMATION REGARDING WATERPROOFING GRADE VARIES- w/ APPROVED FASTENER @ 3"o.c., TYP. GROUT FIRST TWO COURSES SOLID (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 - FOOTER @ BSMT BEARING WALL 18" BEARING FRAME WALL 312"8" VAPOR BARRIER P.T. SOLE ⅊ 3 12" THICK CONCRETE SLAB 8"d. x 18"w. C.I.P. FOOTER NOTE: 4" MIN. GRAVEL BASE WILLIAM L.KAUF H OL Z ARCHITECTTALLYNS 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 9:52 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 SUPPORT sapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC----D2.1 05/16/19 Adam Schriner