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FTG. DETAIL1 D 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETETHICKEN SLABFTG. DETAIL1 D R-10 RIGID INSULATION R-10 RIGID INSULATION UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL MASTER SHOWER DROP 4" W.C. W.C. L. L.L. SINKSINKD.W.NO ANCHORSTRAPS3'-0"8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETEUNEXCAVATED - 4" MIN. CONCRETE SLAB- GRAVEL FILLTUB/ SHOWER 28'-4" 18'-8"8'-8"72'-4" 2'-103 16"9'-3" 1'-1013 16"2'-41 2" 16'-3" 2'-41 2"15'-612" 11'-0"16'-2" 1'-1112" 14'-0"21'-0" 13'-0" 7'-8" 19'-4" 12'-0"3'-0"9'-0" 9'-0"2'-0"3'-312" 6'-012" 8'-0" 44'-8" 14'-1112"6'-412" 5'-101 4"10'-63 4" 9'-11"16'-11 4"2'-112" 18'-51 4" 13'-9" 4'-11"13'-912" 6'-134"17'-634"17'-914"1'-4"91 2"1'-4"25'-212"1'-4" 15'-234" 1012" 2'-6"2'-6"8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETETHICKEN SLABTHICKEN SLAB R-10 RIGID INSULATION 1'-4"M.O. M.O. 1 7 1 7 2 7 2 7 3 7 3 7 4 8 4 8 5 8 5 8 W.C.L. BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGE BRICK LEDGEBRICK LEDGE 7 8 8 8 312"X3 12"X14" STL. COLUMN w/ 34"x12"x12" BASE PL. w/ (4) 34" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZE N0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" A 54"X54"X12" (5)#4's E.W. B 54"X36"X12" (4)#4's E.W. C 42"X42"X12" (4)#4's E.W. D 36"X36"X12" (3)#4's E.W. E 30"X30"X12" (3)#4's E.W. TYPICAL FOOTING REINFORCINGTIMES STEP TWO STEP(SEE PLAN)POURED CONCRETE WALL BASED ON A SAFE ALLOWABLE BEARING PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED ) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL TYPICAL DETAIL INTERIOR COLUMN FOOTING 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS INTERIOR COLUMN FOOTING TYPICAL DETAIL * ALL MASONRY LEDGES TO BE 4" (UNLESS OTHERWISE NOTED) SCALE: 1/4"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER 01/22/20 Mike Sheeks