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HomeMy WebLinkAboutS001.0 - NVL 325 - 01 FoundationH. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM4631 Lisborn Drive Carmel, IN 46033317.574.7617 PDate: 11-23-2021Plan number #210224Designed For:Will and Emily Turner312"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 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 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/12" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c. CONSTRUCTION LEGEND 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE35'-4"17'-4"3'-0"8'-4" 33'-6" 17'-4" 8'-712"27'-6" 12'-6" 16'-10"9'-614"6'-5" 7'-5"11FTG. DETAIL 31 2x31 2x 14" STL. COL. FTG. DETAIL D 31 2x31 2x14" STL. COL. 1 FTG. DETAIL FTG. DETAIL1 D GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED 31 2x31 2x14" STL. COL. 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETEW14x34# STEEL BEAM 31 2x312x 14" STL. COL. FTG. DETAIL 1 FTG. DETAIL 1 E 31 2x31 2x14" STL. COL. FTG. DETAIL 1FTG. DETAIL 1 E 31 2x31 2x14" STL. COL. FTG. DETAIL 1FTG. DETAIL 1 D 31 2x31 2x14" STL. COL. FTG. DETAIL 1FTG. DETAIL 1 D 31 2x31 2x14" STL. COL. FTG. DETAIL 1FTG. DETAIL 1 D FTG. DETAIL 1FTG. DETAIL 1 D 31 2x31 2x 14" STL. COL. FTG. DETAIL 1FTG. DETAIL 1 B W10x15# STEEL BEAM W12x19# STEEL BEAM W10x15# STEEL BEAM W10x19# STEEL BEAM W10x15# STEEL BEAM W12x19# STEEL BEAM W12x26# STEEL BEAM W12x19# STEEL BEAM 312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1EFTG. DETAIL 1FTG. DETAIL 1 E GRAVEL FILL UNEXCAVATED 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1E31 2x312x 14" STL. COL. 312x312x14" STL. COL. 4'-0"9'-3" 2'-8" 9'-3" 2'-8" 3'-3" 4'-3" 2'-6" 9'-3" 1'-8" 9'-3" 2'-0"M.O. M.O. M.O.M.O. M.O.24'-8" 32'-113 4" 15'-10" 3'-0" 1'-114"14'-834" 4'-3"8'-5" 35'-4"26'-2" 12'-8" 10'-10" 26'-10" 10'-0" 1'-4" 4'-8"5'-4" 14'-8" 8'-4" 1'-3"23'-0"15'-0" 11'-0" 2'-8" 1 8 1 8 2 8 2 8 3 8 4 8 4 8 5 9 5 9 6 9 6 9 7 9 7 9 9 10 9 10 10 10 10 10 11 11 11 11 12 11 12 11 13 11 BEAM PKT. BEAM PKT. BEAM PKT. BEAM PKT. BEAM PKT. BEAM PKT. 22'-9"9'-3"3'-4" M.O.1'-534"10'-312" 12'-1034" 4'-7" 25'-10" 714" 22'-73 4"3'-214"16'-10"8'-434"9" 412"16'-414" 16'-834" 1'-0" 614"2'-534" 634" 31 2x31 2x14" STL. COL. 31 2x31 2x14" STL. COL. 312x312x14" STL. COL.5'-1112"6'-10" 4'-1012" 1'-10" 1'-4" 3'-0" 20'-714" 4'-034" 17'-334" 8'-3" 14'-1012" 13'-934" 4'-7" 4'-534"10'-312" 14'-012"5'-534" 24'-014" 3'-614" 3'-214" 1'-03 4"7'-8" 6'-0" 15'-814" 1'-1112" 20'-2" 6'-014"1 FTG. DETAIL 1 E 17'-1" 6'-634" 6'-412" 13'-912" 5'-5" 12'-634" 17'-412"BEAM PKT.134"26'-712"1" 6'-714" 12'-10" 14'-0" 1'-412" 912" 9'-10" 2'-10" 9'-10"9 12"1'-412"2'-0"6'-10" 912" 1'-412" 24"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. 24"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 24"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 24"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 24"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. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 24"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 10" 10"14" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETE 20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.16" POURED CONCRETE FOUNDATION DETAIL1-A FD1 FOUNDATION DETAIL1-A FD2 FOUNDATION DETAIL1-A FD3 FOUNDATION DETAIL1-A FD4 FOUNDATION DETAIL 1-A FD5FOUNDATIONDETAIL1-AFD64'-4" 9'-314"2'-8"12'-4" 10" POURED CONCRETE 8" 8"3'-9"9'-4"1'-11" M.O.1SCALE: 1/4"=1'-0"FOUNDATION PLAN SHEET NUMBER"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." 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 details01/04/22