Loading...
HomeMy WebLinkAboutWagner-01-A Foundation DetailsH. G. McCULLOUGH DESIGNERS, INCDesigned For:Wagner ResidenceCarmel,INDate: 01-26-18Plan number #170814CONSTRUCTION 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 Thesedesignconceptsare thepropertyofGaryNanceDesign andmaynotbeusedwi thoutapproval fromGaryNanceDesign 3'-0"10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4)#4 HORZ. REBARS LAP 24" AS NECESSARY 9'-0"POURED CONCRETE WALL HEIGHTTOP OF GARAGE FOUNDATION FD1 FOUNDATION DETAIL FD3 FOUNDATION DETAIL FD2 FOUNDATION DETAIL 12"x18" ANCHOR BOLTS 48" O.C.4" CONC. SLAB W/ 6x6 #10 WWF INSUL. BATTS 512"MASONRY LEDGE FD4 FOUNDATION DETAIL 12"x18" ANCHOR BOLTS 48" O.C.1 2"x18" ANCHOR BOLTS 48" O.C. 512"MASONRY LEDGE INSUL. BATTS 21 2" #3 DOWELSx18" LONG AT 36" ON CENTER 10" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 18"x8" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK 3'-0"POURED CONCRETE WALL HEIGHT112"1116" SLOPESTEP10" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 1'-0" RUBBER FLASHING AS PER CONTR.2'-0"9'-0"1'-634"GRAVEL FILL POURED CONCRETE WALL HEIGHT1'-614"SCALE: 1/2"=1'-0"FOUNDATION DETAILS 01A SHEET NUMBER 02/19/18 Adam Schriner