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HomeMy WebLinkAboutFoundation PlanCL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 72'-8"26'-8"5'-0" 12'-8" 13'-0" 14'-018"71'-418"26'-8" 2'-8" CL CL CL 17'-734" 4'-73 4"5'-4"6'-934" 38'-234" 10'-7"1'-11 2"16'-312" 6'-514"8'-314"5'-134" 13'-312" 5'-5"39'-258"8'-014" 11'-514" 7'-212"12"x12"x12" DEEP SUMP PIT BOX W/ GRATE AS PER PVC VERIFY AT SITE 3'-3 1 16" 10'-4"1'-0" 10'-4" 1'-0" 10'-4" 8'-415 16" 44'-8"1'-4" 2'-11" 10'-4" 918" 1'-4"10'-4"1'-4" 7" 10'-4" 1'-9"1'-312"3'-4"412"M.O. M.O. M.O.M.O. M.O.M.O. M.O. 2'-11" 10'-4" 5'-718"3'-4"49'-2"M.O. M.O. 14'-1114" 8'-9316" 9'-6316" 9'-63 16" 9'-63 16" 6'-03 4" 4'-111 4" 8'-1316"4'-91 4"6'-41 2" 9'-834" 12" ROUND SONOTUBE 12" ROUND SONOTUBE 10" POURED CONCRETE20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 1 1 7 7 2 2 7 7 7 3 7 4 7 3 7 4 44'-818"6" CONC. WALL 20'-43 16"3'-4" 2'-111316"M.O. 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 ) 1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS 4. GENERAL NOTES * ALL MASONRY LEDGES TO BE 4" (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.Date: 12-18-19Plan number # 191020Designed For:KohliDESIGNED 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 buildingcodes. H.G. McCullough Designers Inc. is not liable for, nor does it guarantee orcontrol contractor or subcontractor's performance, nor their errors or omission.Customers should have qualified engineer or architect review construction detailsSCALE: 1/4"=1'-0"FOUNDATION PLAN "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." 2 1 4 6 G L E N V I E W D R .E V A N S V I L L E , I N 4 7 7 2 0T e le p h o n e 8 1 2 - 4 2 8 - 0 1 7 4E m a il d e s ig n e r s @ h g m c c u llo u g h .c o mw w w .h g m c c u llo u g h .c o mH. G. McCULLOUGH DESIGNERS , Inc .SHEET NUMBER 1 04/15/20 Adam Schriner