Loading...
HomeMy WebLinkAboutS001.2 - Foundation HouseGRAVEL FILL WINDOW WELL 3-PLYx1178LVL HDR. 3-PLYx117 8LVL HDR. 2-PLYx117 8 LVL HDR. 2-PLYx117 8 LVL HDR. 2-PLYx117 8 LVL HDR. 2-PLYx117 8 LVL HDR. 2-PLYx117 8 LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx1178LVL HDR. 2-PLYx117 8 LVL HDR. 2-PLYx117 8LVL HDR. W16x40# STL.BEAM W8x13# STL.BEAM W12x26# STL.BEAMGRAVEL 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 CO10" POURED CONC. 10" POURED CONC.10" POURED CONC.CL CL 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 9'-5" 2'-7"16'-1" 40'-1"18'-0"13'-4" 17'-0"21'-4"6'-4"3'-0"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 E FTG. DETAIL 1 D FTG. DETAIL1 EFTG. DETAIL1 EFTG. DETAIL1 E FTG. DETAIL1 EFTG. DETAIL1 EFTG. DETAIL1 E 39'-1"6'-212"3'-912"10'-1112"2'-412"2'-412"18'-812"15'-8"6'-614"16'-1012"9"5'-11"814"10'-0"6'-834"634"7'-8"12'-912"214" 612"31 2x312x 14" STL. COL. 31 2x31 2x 14" STL. COL. 31 2x31 2x14" STL. COL. 3 1 2x31 2x 14" 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'-612" 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'-714"16'-334"1'-4"12'-5"8'-314"18'-4" 25'-10"8'-2" 3'-0" 5'-012" 18'-8" 34'-5"714"6'-812"714"2'-8"22'-9 12" 2'-8" 103 4" 9'-8"17'-1 14"28'-112"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" M.O.31 2x31 2x 14" 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. 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 31 2x31 2x 14" STL. COL. 31 2x31 2x14" STL. COL. 5x5x14" STL. COL. 31 2x31 2x 14" STL. COL. 31 2x31 2x14" STL. COL. 31 2 STL. COL. 3 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"9 6 9 6 GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED 9 10 9 10 10 8 10 8 10 12 FOUNDATION DETAIL1A FD2 FOUNDATION DETAIL1A FD1 FOUNDATION DETAIL1A FD3 FOUNDATION DETAIL1A FD7 FOUNDATION DETAIL1A FD4 FOUNDATION DETAIL1A FD5 FOUNDATION DETAIL1A FD8 1'-10"12'-3"4'-712"7 10 7 10 814" 16" X 8"CONC. PILASTER 16" X 8"CONC. PILASTER 13 4" 2'-612" FOUNDATION DETAIL1A FD9 10 12 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 Design1-ASCALE: 1/4"=1'-0"FOUNDATION PLAN-HOUSE 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." 06/29/22