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HomeMy WebLinkAbout01 FoundationDate: 08-16-2021 Plan number #201104 Designed For:Martin and Leslie Wessler NEW GENERATIONS HOMES, LLC.17406 Tiller Court Suite 800, Westfield, IN 46074 office@nghomesllc.com nghomesllc.com 317.896.5501 312"X312"X14" STL. COLUMN w/ 3 4"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. GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED W16x57# STL. BEAM FOOTING DETAIL 1 CFOOTING 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"1 1 8 8 2 8 2 8 3 8 3 8 9 4 9 5 6 6 8 8 7 9 7 9 8 10 8 10 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.12" 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" 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.2 4" PO U R E D C O N C. 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" 10'-212"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. 312x312x14" STL. COL. 31 2x31 2x14" STL. COL. 22'-634" 24'-5" 36'-914" 5'-5" 12'-734"21'-012" 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" CONCRETE BLOCK 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"12" POURED CONC. 10" POURED CONC.10" POURED CONC.12"x12"x12" DEEP SUMP PIT BOX W/ GRATE AS PER PVC (VERIFY AT SITE ) 6" CONC. BLK 5'-112" 4'-912" 1'-4" 1'-3 12" 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 32'-812" 10" POURED CONC. 10" POURED CONC. 3'-0" 7'-0" 1'-0" 3'-8" 10'-2" 3'-4"2'-0" 2'-0"31 2x31 2x14" STL. COL. 31 2x31 2x14" STL. COL. 14'-512" 15'-512" 23'-514" 4'-4" 9'-9 12"1 EFOOTING DETAIL 1 EFOOTING DETAIL FOUNDATION DETAIL 1-A FD1 FOUNDATION DETAIL 1-A FD4 FOUNDATION DETAIL 1-A FD5FOUNDATION DETAIL1-A FD6 634"634"634" 634"31 2x31 2x14" STL. COL. 31 2x31 2x14" STL. COL. 10 11 FOUNDATION DETAIL 1-A FD2 FOUNDATION DETAIL1-A FD3 FOUNDATION DETAIL1-A FD6 FOUNDATION DETAIL 1-A FD6 FOUNDATION DETAIL 1-A FD7 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