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HomeMy WebLinkAboutA002- 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 FOUNDATION (4) RE-BARS - w/ 2" MIN. COVER DETAIL - GARAGE FDN WALL @ BASEMENT OVERDIG 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 GARAGE FOUNDATION FOOTING SCALE: 3/4" = 1'-0" A PEA GRAVEL BASE C.I.P. FOOTING 36" x 36" x 8"d. DETAIL - GARAGE SLAB PIER SOIL 24" x 24" PIER - DEPTH TO BEARING SCALE: 3/4" = 1'-0" 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: SLAB TO BE MIN. 12"thk. @ PIER 12" (1" SLOPE) ELEVATION 3/4" = 1'-0" SECTION SCALE: SECTION DETAIL - GARAGE DOOR GRADE BEAM 3" 3" 1'-0" 3" 3" 3" 3" SECTION DETAIL - RADON REDUCTION SCALE: 3/4" = 1'-0" 3" SCH 40 PVC PIPE - THRU ROOF PVC "T" IN GRAVEL BASE - : RUN PARALLEL TO FOOTING SCALE: 3/4" = 1'-0" DETAIL - THICKENED SLAB 16" BEARING FRAME WALL VAPOR BARRIER DETAIL - 8"d. FOUNDATION BRICK CURB SCALE: 1 1/2" = 1'-0" 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 STRUCTURAL 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 4" 6" (2) COATS SPRAY-APPLICATION - APPLIED TO CURB & BELOW GRADE BITUMINOUS DAMPPROOFING - REFER TO FOUNDATION PLAN FOR INFORMATION REGARDING WATERPROOFING - w/ APPROVED FASTENER @ 3"o.c., TYP. GROUT FIRST TWO COURSES SOLID 3/4" = 1'-0" SCALE: CAST-IN-PLACE CONCRETE FOUNDATION 312" 1'-4" 1'-4" 3" 1 4" 1 4" SECTION DETAIL - RADON REDUCTION SCALE: 3/4" = 1'-0" 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BTM./ FT'G. - TYPICAL 3" SCH 40 PVC PIPE - THRU ROOF - HOLD TIGHT TO FOUNDATION WALL PVC "T" IN GRAVEL BASE - : RUN PARALLEL TO FOOTING 04 03 02 01 09 08 06 13 10 17 16 15 14REASON FOR PLOT: PLOT DATE: Job No. Sheet No.INNEW RESIDENCE FOR: HOMESITE NO. MASTER BY: DATE: C DATE: FISCHER HOMES INDIANAPOLIS LP6602 E 75TH ST SUITE 400INDIANAPOLIS IN 46250317.348.2500FIELD SPEC HOTLINE: (859) 344-7100COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.JOB INFO: DATE: PHONE No: HOME TYPE: PLAN NO. EXTERIOR: 12/10/2018 3:18 PM OBF-071RAFAEL & ANNYMILIA BASSO14460 PEMBERTON LANEINGLENOOKG250AHOVERBROOK FARMS CARMEL, IN 46074071 ---- ---- 2016 859.344.3115 11/30/18 CHRISTINA BISHOPGRAND ESTATE COLLECTION fieldspecchange@fischerhomes.com REVISED BY: TEAM MANAGER:PHONE No:859.426.4223SHEZYRA SISKOWICA2.1 12/21/18 Mike Sheeks