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HomeMy WebLinkAboutS001.0 - Foundation312"X312"X14" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 34" 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 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. 16"x16" CONCRETE BLOCK PIER WITH CEMENT FILLED CORES SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-0"GRAVEL FILL WINDOW WELL 3-PLYx1178LVL HDR. 3-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. W16x40# STL.BEAM W8x13# STL.BEAM W12x26# STL.BEAM2-PLYx1178LVL HDR.3-PLYx14LVL HDR.2-PLYx1178LVL HDR.3-PLYx14LVL HDR.3-PLYx14LVL HDR.GRAVEL FILL 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. 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.CL CL 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT.7'-912"10'-3"2'-3"10'-3"2'-3"10'-3"3'-812"3'-3"2'-4" M.O. M.O. M.O. M.O.4'-0"48'-4"4'-0"40'-5"7'-11"52'-4"9'-5" 2'-7" 16'-1"2'-7"9'-5" 13'-4"18'-0" 40'-1"18'-0"13'-4" 17'-0"21'-4"6'-4"3'-0"23'-8"16'-0" 2'-412" 13'-712"7'-234" 4'-612" 11'-1034" FTG. DETAIL1 E FTG. DETAIL1 E FTG. DETAIL1 E 7'-11" 8'-1" 7'-2 34 " 4'-612" 11'-1034" 23'-0"634"7'-712" 634" 8'-9"15'-8" 19'-4" 23'-9"20'-0"26'-4" 32'-0" 6'-0" 10'-8" 8'-914" 13'-178"13'-178"26'-11" FTG. DETAIL1 EFTG. DETAIL1 EFTG. DETAIL 1 D FTG. DETAIL1 EFTG. DETAIL1 EFTG. DETAIL1 E FTG. DETAIL1 EFTG. DETAIL1 EFTG. DETAIL1 E 53'-4"39'-1"6'-212"3'-912"10'-1112"2'-412"2'-412"18'-812"15'-414"11'-334"11'-334"15'-414"14"15'-8"6'-614"16'-1012"2'-10"12'-4"2'-10"17'-8"18'-0"32'-8"9"5'-11"814"10'-0"6'-834"634"7'-8"12'-912"2 14" 814"612"31 2x31 2x 14" STL. COL. 312x312x14" STL. COL. 312x312x14" STL. COL. 31 2x31 2x 14" STL. COL. 312x312x14" STL. COL. 814"1'-91316"11'-1138"1'-111516"1018"6'-834"5'-334"12'-5"6'-714"7'-8"3'-4"3'-0"16'-114"16'-234"FTG. DETAIL 1 D FTG. DETAIL 1 C FTG. DETAIL 1 E 4'-9"18'-514"23'-134" 13'-2"13'-1014"11'-234"6'-6 12 " 9'-212" 4'-4" 20'-3"4'-2" 4'-914" 3'-10" 19'-334" 13'-2" 14'-114" 13'-414" 13'-412" 4'-0"13'-734"1'-714" 23'-112" 1'-7 14"16'-334"1'-4"12'-5"8'-314"18'-4" 25'-10"8'-2" 3'-0" 5'-012" 18'-8" 10'-812" 31'-4"34'-5" 714"6'-812"714"2'-8"22'-912"2'-8" 1034" 9'-8"17'-1 14" 28'-1 12"17'-514" 1034" 18'-0"26'-4"18'-4" 34'-0" 21'-8" 2'-8"31'-4" 8'-0"10'-0"29'-4"4'-0"10'-634"5'-612"15'-434"15'-2"3'-612"15'-2"5'-312"10'-3"7'-912"4'-0"2'-7"812"2'-7"812" M.O.312x312x14" STL. COL. 5x5x14" STL. COL.36" ACCESS24"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. FTGW/(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. 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. 1 9 1 9 2 9 3 9 2 9 3 9 4 9 4 9 5 5 10 10 312x312x14" STL. COL. 312x312x14" STL. COL. 5x5x14" STL. COL. 312x312x14" STL. COL. 31 2x31 2x 14" STL. COL. 312x312x14" STL. COL. 312x312x14" STL. COL. 31 2x31 2x 14" STL. COL. 8'-1"15'-8"17'-5"46'-4" POINT LOAD 6'-234"12'-8"23'-4"42'-4"10'-0"734"14'-1134"17'-814"96 9 6 GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED 10 11 10 11 11 11 11 11 9 10 9 10 10 8 108 10 12 10 13 FOUNDATION DETAIL1A FD2 FOUNDATION DETAIL1A FD1 FOUNDATION DETAIL1A FD3 FOUNDATION DETAIL1A FD6 FOUNDATION DETAIL1A FD7 FOUNDATION DETAIL1A FD4 FOUNDATION DETAIL1A FD5 FOUNDATION DETAIL1A FD8 1'-10"12'-3"4'-712"710 7 10 814" 16" X 8"CONC. PILASTER 16" X 8"CONC. PILASTER 134"2'-612" FOUNDATION DETAIL 1A FD9 10 13 10 12 POOL - 40'X18' POOL CONSTRUCTION AS PER POOL SUPPLIER 10" POURED CONC. 10" POURED CONC. 10" POURED CONC.10" POURED CONC.GRAVEL FILL UNEXCAVATED69'-4"12'-8" 62'-7" 10'-2"4'-11"2'-0"5'-5"4'-9" 12'-4" 10" POURED CONC. 10" POURED CONC.10" POURED CONC.23'-4"GRAVEL FILL UNEXCAVATED FOUNDATION DETAIL1A FD7 FOUNDATION DETAIL1A FD7 M.O.Date: 12-03-2021Plan number #210817Designed For:Craig House llc.H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comGARY NANCE DESIGNArchitecturalConcepts By200 South Rangeline Rd. Suite 214 Carmel, IN 46032317.710.0939gnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance Design3A 3B 3B 1SCALE: 1/8"=1'-0"FOUNDATION PLAN 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 detailsSHEET 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." 1 4 " SCALE FOUNDATION PAGE LEGEND 06/29/22