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HomeMy WebLinkAbout01-FoundationDesigned For:Todd & Jenny YoungDate: 06-17-19Plan number #190116DESIGNED BY: 31 2"X3 1 2"X1 4" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 3 4" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZE N0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" * VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTOR 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" 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 4. GENERAL NOTES * ALL MASONRY LEDGES TO BE 5" (UNLESS OTHERWISE NOTED) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR3" CLEAR 4 PLY BLOCKING ANCHORED TO FOUNDATION w/1 2" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c. UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL CL 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. CL 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. CL 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. CL 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. CL 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. CL 20"x10" 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. 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. W16x36# STL. BEAM W16x40# STL. BEAM W10x30# STL. BEAM W16x57# STL. BEAM 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC. 10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.10" POURED CONC.3 3 9 9 1 1 8 8 2 8 2 8 FTG. DETAIL1 E 31 2x31 2x1 4" STL. COL. 5x5x1 4" STL. COL. 5x5x1 4" STL. COL. 5x5x1 4" STL. COL. 5x5x1 4" STL. COL.5x5x1 4" STL. COL. 5x5x1 4" STL. COL. FTG. DETAIL 1 D FTG. DETAIL 1 D FTG. DETAIL 1 B FTG. DETAIL 1 A FTG. DETAIL 1 D 6" CONC. BLK.6" CONC. BLK.12"x12"x12" DEEP SUMP PIT BOX w/ GRATE AS PER PVC VERIFY AT SITE 2'-234"16'-3" 2'-234" 3'-214"16'-3"2'-658"3'-4"1'-218"20'-812"26'-6" 46'-7"10'-212"4'-0"M.O. M.O. M.O.9'-0" 16'-5" 16'-0" 3'-4" 4'-0"6'-7" 18'-8" 3'-4" 9'-0" 13'-4"18'-0" 411 16" 59'-8" 28'-811 16" 29'-11"18'-5"14'-8"5'-0" 32'-0" 4'-0"28'-0" 4'-0" 6'-8" 39'-0" 11'-4" 13'-8" 5'-0" 13'-6" 12'-0" 13'-6"19'-4" 13'-4" 8'-8"2'-0"20'-0"11'-8" 14'-111 2"12'-01 2" 5'-81 2" 4'-71 2" 1'-81 2"1'-312" 5'-212"2'-0" 3'-1012" 12'-834"20'-9"13'-114"10"10'-212"9'-314" 3'-10"20'-9" 9'-212 "20'-034" 2'-712"19'-414"6'-7" 9'-5" 12'-10"18'-534"14'-31 2"25'-10"22'-2 1 4" 18'-01 2"10'-5"31'-103 4" 13'-21 2"26'-2"10'-111 2" 1'-111 2" 14'-31 2" 20'-61 2" 26'-41 2" 19'-13 4" 60'-41 4"29'-71 4" 18'-01 2" 2'-11 2" BEAM PKT. 10" POURED CONC. 5x5x1 4" STL. COL. 20"x10" THK. CONC. FTG W/(3)#4 BARS CONT. FOUNDATION DETAIL 1A FD1 FOUNDATION DETAIL1A FD2 FOUNDATION DETAIL1A FD3 FOUNDATION DETAIL1A FD4 FOUNDATION DETAIL1A FD5 4 8 4 8 5 01A 5 01A FOUNDATION DETAIL 1A FD5 FOUNDATION DETAIL 1A FD6 7 01A 6 01A 8 01A 9 9 10 9 CL CL CL CL CL 20"x10" 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. 20"x10" 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. 11'-111 4" 19'-11 4" 33'-9 1 4" 28'-6 1 2" 28'-51 2" 31'-103 4" 31'-103 4" 01SCALE: 1/4"=1'-0"FOUNDATION PLAN SHEET NUMBER H.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR.EVANSVILLE, IN 47720Telephone 812-428-0174Email designers@hgmccullough.comwww.hgmccullough.com06/21/19 Mike Sheeks