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HomeMy WebLinkAboutS001.0H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comGARY NANCE DESIGN Architectural Concepts ByMake yourself at home4631LisbornDriveCarmel,IN46033 317.663.4793Pgnance@garynancedesign.comgarynancedesign.com ThesedesignconceptsarethepropertyofGaryNanceDesign andmaynotbeusedwithoutapprovalfromGaryNanceDesign Designed For:287 WSVSavader/SchragerDate: 01-10-19Plan number #180628 FTG. SIZE N0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" 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 REINFORCING TIMES STEP TWO STEP(SEE PLAN)POURED CONCRETE WALL BASED ON A SAFE ALLOWABLE BEARING PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED ) TYPICAL DETAIL INTERIOR COLUMN FOOTING 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS * ALL MASONRY LEDGES TO BE 5 1 2" (UNLESS OTHERWISE NOTED) 1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL 3" CLEAR SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 4 PLY BLOCKING ANCHORED TO FOUNDATION w/ 1 2" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c. 16"x16" CONCRETE BLOCK PIER w/ (2)#4 VERTICAL REBAR IN CEMENT FILLED CORES SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-0" M.O.BRICK LEDGE UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL CRAWLSPACE CRAWLSPACE EJECTOR PUMP SUMP PUMP 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR.2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR.2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 8" POURED CONCRETE 8" POURED CONCRETE FTG. DETAIL1 E 8" POURED CONCRETE 8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 10" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. CL CL13'-218"12'-658" 9'-812" 13'-1012" 6'-412" 13'-634" 69'-3"22'-4"6'-0" 7'-0" 17'-4" 21'-4" 35'-4"13'-8"22'-6" 22'-5" 23'-4" 3'-812"16'-3"3'-412"4'-412" 18'-012"2'-63 4"9'-3"2'-21 4" 5'-0"19'-0" M.O. 14'-0"24'-0" 18'-8" 17'-4" 14'-103 4" 21'-11 4"4'-6" 15'-6" 25'-4"16'-634"11'-11"14'-514"11'-0" 2'-8" 1'-4"10'-0"12'-112" 8'-103 4" 21'-1034"13'-4"22'-0" 10'-41 2"11'-01 2" 8'-21 4" 9'-03 4" 10'-41 2"11'-01 2" 8'-21 4" 9'-03 4" 4'-834" 9'-812" 7'-612" 4'-412" 1'-1112" 6'-412" 8'-234" 5'-4"12'-51 4" 4'-93 4"21'-5" UNEXCAVATED GRAVEL FILL 2 8 3 9 1 8 2 8 3 9 1 8 5 7 5 7 4 9 4 9 6 7 7 7 8 8 8 8 20"x8" CONCRETE FOOTING @ 2500 PSI 20"x8" CONCRETE FOOTING @ 2500 PSI 20"x8" CONCRETE FOOTING @ 2500 PSI 20"x8" CONCRETE FOOTING @ 2500 PSI 20"x8" CONCRETE FOOTING @ 2500 PSI 2'-8"ACCESS 2'-8" ACCESS BRICK LEDGEBRICK LEDGE BRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE 2'-51 4"21'-0"2'-0"2'-412"2'-8" 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. FOUNDATION DETAIL 1A FD1 FOUNDATION DETAIL1A FD2 2'-0"8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY3'-0"POURED CONCRETE WALL HEIGHT9'-0"POURED CONCRETE WALL HEIGHT12"20"x8" CONCRETE FOOTING @ 2500 PSI FD1 FOUNDATION DETAIL FD2 FOUNDATION DETAIL TOP OF GARAGE FOUNDATION 4 MIL POLYETHYLENE VAPOR BARRIER 2 " RIGID INSUL. GRAVEL FILL 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR 1 2"x18" ANCHOR BOLTS 48" O.C. 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS 4" MASONRY LEDGE BRICK SILL (VERIFY w/ CONTRACTOR) 1 2"x18" ANCHOR BOLTS 48" O.C. 20"x8" CONCRETE FOOTING @ 2500 PSI 01SCALE: 1/4"=1'-0"FOUNDATION PLAN SHEET NUMBER FOUNDATION DETAILS SCALE: 3/8"=1'-0" 02/08/19 William Hohlt