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HomeMy WebLinkAboutFrank-01 Foundation PlanUNEXCAVATED GRAVEL FILL UNEXCAVATED GRAVEL FILL 55'-5" 32'-612" 17'-312"3'-3" M.O. 2'-4"6'-8" 2'-734"18'-3" M.O.5'-412" 14'-212" 13'-5"55'-1"3'-4" 60'-1" 17'-4" 17'-4" 25'-5" 18'-712" 10" POURED CONCRETE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGESTONE LEDGECONCRETE WINDOWWALL w/ BRICK STAMPFORMSSTONE LEDGE STONE LEDGE 2'-3" 3'-1" 1'-4"2'-3"14'-112"2'-3"2'-8" 2'-8"4'-0"10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 20"x8" CONCRETE FOOTING 20"x8" CONCRETE FOOTING 20"x8" CONCRETE FOOTING1 7 1 7 2 7 3 7 2 7 W12x45# STL. BEAMFTG. DETAIL1 E 312x312x14" STL. COL.12'-434"20'-7" 4'-012"13'-4"14'-512"17'-012"9'-912"1'-8" 9'-9" 1'-8"4'-434" 30'-134"20'-1114" 414"1'-8"20'-03 4" 2'-412" FTG. DETAIL1 E 4 7 4 7 BEAM PKT. 2'-3" 4'-5"FTG. DETAIL1 A7'-1"55'-1"3'-612" 1'-8" 11'-7"13'-412"1'-4"22'-1012" 24'-212" 7'-6"9'-10"1'-214"5'-412" 27'-2"W10x17#STEEL BEAMW10x17#STEEL BEAM BEAM PKT. BEAM PKT. BEAM PKT. 3'-2"W16x45#STEEL BEAMFTG. DETAIL1 E 5'-314" 8'-734"15'-1134"5'-314" 5x5x1 4" STL. COL.8" POURED CONCRETE 31 2x31 2x 14" STL. COL. FTG. DETAIL1 E 31 2x31 2x 14" STL. COL.11'-612" 1'-134" FTG. DETAIL 1 A 5x5x1 4" STL. COL.11"CANTILEVER STL.BEAM TO CARRY BEAMABOVE312"X312"X 14" STL. COLUMN w/ 34"x12"x12" BASE PL. w/ (4) 34" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZE N0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" A 54"X54"X12" (5)#4's E.W. B 54"X36"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 ) 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 MAT'L. CONC. BLK. WALLS POURED CONC. WALLS INTERIOR COLUMN FOOTING TYPICAL DETAIL * ALL MASONRY LEDGES TO BE 51 2" (UNLESS OTHERWISE NOTED)H. G. McCULLOUGH DESIGNERS, INCDesigned For: Brendan & Emily Frank- 1 Mulberry LaneDate: 03-19-18Plan number #170715CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comGARY NANCE DESIGNArchitectural Concepts ByMake yourself at home4631LisbornDriveCarmel ,IN46033 317.663.4793Pgnance@garynancedesign.comgarynancedesign.com Thesedesignconceptsare thepropertyofGaryNanceDesign andmaynotbeusedwi thoutapproval fromGaryNanceDesign 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4)#4 HORZ. REBARS LAP 24" AS NECESSARY 9'-0"POURED CONCRETE WALL HEIGHTFD1 FOUNDATION DETAIL 12"x18" ANCHOR BOLTS 48" O.C. INSUL. BATTS 51 2"MASONRY LEDGE 21 2" #3 DOWELSx18" LONG AT 36" ON CENTER 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 18"x8" CONCRETE FOOTING @ 2500 PSI SCALE 1 2"-1'-0" SCALE: 1/4"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER 03/20/18 Mike Sheeks