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HomeMy WebLinkAboutPlan10 revised-01 FOUNDATION (3)Designed For: Kyle Baugh Date: 08-06-18 Plan number #170511 DESIGNED BY: 5 "X5 "X1 4" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 3 4" HEADED ANCHOR ASTM A325 F1554 GRADE 36 N0. FTG. SIZE REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" A 54"X54"X12" (5)#4's E.W. B 48"X48"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 REINFORCING TIMES 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" CLEAR 3" CLEAR 1'-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 SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR 4 PLY BLOCKING ANCHORED TO FOUNDATION w/ 1 2" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c. 10" POURED CONC. 10" POURED CONC. 8" POURED CONC. 10" POURED CONC. 8" POURED CONC. 8" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 8" POURED CONC. 10" POURED CONC. 10" POURED CONC. 24"x12" THK. CONC. FTG W/(3)#4 BARS CONT. 24"x12" THK. CONC. FTG W/(3)#4 BARS CONT. 24"x12" THK. CONC. FTG W/(3)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. FTG. DETAIL 1 C 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. CL BEAM PKT. UNEXCAVATED GRAVEL FILL 2'-11 2" 10'-3" 2'-0" 10'-3" 2'-0" 10'-3" 2'-1 1 2" 39'-0" 10'-0" 10'-0" 10'-0" 24'-8" 20'-0" 113'-8" 3'-0" 89'-4" 3'-01 4" 5'-8" 1'-71 2" 7 3'-5" 1 2" 4'-0" 5'-8" 2'-0" 24'-4" 6'-8" 11'-10" 32'-0" 31'-31 2" 3'-4" 4'-4 1 2" 4'-0" 6'-0" 39'-0" 10'-0" 44'-8" 20'-0" 1 6 1 6 3 6 3 6 6 4 6 4 2 6 2 6 24"x18" THK. CONC. FTG W/(3)#4 BARS CONT. 10" POURED CONC. M.O. M.O. M.O. M.O. M.O. 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. 2'-0" 54'-8" 4'-41 2" 15'-7 1 2" 16X67# STL. BEAM 5x5x1 4" STL. COL. 12X26# STL. BEAM 12X50# STL. BEAM 12X50# STL. BEAM 5x5x1 4" STL. COL. FTG. DETAIL 1 D FTG. DETAIL 1 D 5x5x1 4" STL. COL. 5x5x 1 4" STL. COL. FTG. 1 DETAIL D FTG. DETAIL 1 B 5x5x1 4" STL. COL. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 5'-03 2'-4 4" 3 20'-8 4" 1 4" 3'-6" 10'-41 2" CL 18'-1111 16" 18'-0 13 16" 18'-3 11 16" 9'-3 3 4" 6'-6" 23'-1" 8'-1" 1'-1 1 4" 22'-7 1 2" 20'-11 1 4" 36'-0" 4'-0" FOUNDATION DETAIL FOUNDATION DETAIL FD1 1 FD2 1 6 5 6 5 9'-0" 53 4" 1'-0" 1'-0" 10" CONC. WALL w/ VERT. #4 REBARS 16" o.c. & #4 HORZ. REBARS 16"o.c. 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR FD1 FOUNDATION DETAIL FD2 FOUNDATION DETAIL INSUL. BATTS POURED CONCRETE WALL HEIGHT 1 2"x18" ANCHOR BOLTS 48" O.C. 1 2"x18" ANCHOR BOLTS 48" O.C. 1'-4" 9'-0" 10'-4" FOUNDATION PLAN SCALE: 1/4"=1'-0" SHEET 01 NUMBER H.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR. EVANSVILLE, IN 47720 Telephone 812-428-0174 Email designers@hgmccullough.com www.hgmccullough.com FOUNDATION DETAILS SCALE: 3/8"=1'-0" 08/23/18 David Rutti