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Flplan 017construction-01 Foundation
Date: 07-20-2021Plan num ber #201104 Designed For:Martin and Leslie Wessler312"X312"X14" STL. COLUMN w/ 34"x12"x12" BASE PL. w/ (4) 34" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZEN0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL w/ CONTRACTOR & MECHANICAL CONTRACTOR ALL MASONRY LEDGES TO BE 5" UNLESS OTHERWISE NOTED 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 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 MATERIAL CONCRETE BLOCK WALLS POURED CONCRETE WALLS 4. GENERAL NOTES 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. FOOTING DETAIL 1 D FOOTING DETAIL 1 D GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED W12x26# STL. BEAM W14x43# STL. BEAM FOOTING DETAIL1 D FOOTING DETAIL 1 AFOOTING DETAIL 1 C CL CLCL 5'-0" 10'-3" 2'-6" 10'-3" 3'-0" 10'-3" 2'-6" 10'-3" 5'-0"59'-0"2'-4" 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.2'-0" 10'-0" 18'-0" 17'-2" 5'-4" 14'-6" 10'-7"10'-0" 22'-5" 15'-1" 7'-0" 4'-6"7'-5" 8'-0" 7'-5" 3'-8" 19'-0" 8'-2" 22'-10" 15'-0" 23'-4" 26'-0" 4'-0" 13'-10" 5'-6"5" 2'-11" 1'-2" M.O. M.O. M.O. M.O. M.O.24" POURED CONC. 5'-1012"14'-3" 5'-1012" 15'-2" 13'-0" 26'-0"4'-1112" 15'-9" 5'-312" 28'-2" 15'-2" 16'-8" 6'-0" 24" POURED CONC.24" POURED CONC.10" POURED CONC.4'-8" 11'-334" 11'-114"10'-0" 16'-214"1'-4" 14'-734" 11" 9'-1"6'-0" 4'-8"1'-4" 7'-4" 15'-214" 14'-112" 23'-214" 4'-0" 10'-6"2'-034" 1'-412"13'-214" 13'-1012" 18'-114"5'-012"FOOTING DETAIL 1 D FOOTING DETAIL 1 D 5x5x14" STL. COL. 5x5x14" STL. COL. 31 2x312x14" STL. COL. 31 2x31 2x 14" STL. COL.31 2x31 2x14" STL. COL. 22'-634" 24'-5" 35'-1014" 6'-4"8"312" 5x5x14" STL. COL. 5x5x14" STL. COL.4'-2" 612" 6'-53 4"14'-812" 18'-312" 47'-014" 6'-4" 48'-0" 6'-312" 3'-5" 6'-312" M.O.10" POURED CONC. 10" POURED CONC.20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 12" POURED CONC. 12" POURED CONC.10" POURED CONC. W16x50# STL. BEAM 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/(2)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 24"x12" THK. CONC. FTG W/(3)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 4" CONC. BLK. 8'-2" 21'-10" 16'-0" 1'-0" GRAVEL FILL UNEXCAVATED 36"x12" THK. CONC. FTG W/(3)#4 BARS CONT.14'-0" 11'-1"1SCALE: 1/4"=1'-0"FOUNDATION PLAN SHEET NUMBERH.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR. EVANSVILLE, IN 47720 Telephone 812-428-0174Email designers@hgmccullough.com www.hgmccullough.com "C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction of this work, its technical aspects or creative content without the express written consent of H. G. McCullough Designers, Inc. This work is fully protected by copyright under U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." DESIGNED BY:Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc.assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction details09/17/21