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HomeMy WebLinkAbout0060.97.2tA'-All FOUNI��T I ON NO 1;75: I. ALLOWABLE 5O1L rRE55URE 2000 PSI. 2. I"LOOR SLAB ARE—A5 TO BE C.--MPAGTE—D TO q5% 3. STANDARD BASEMENT AND GARAGE 5LAB TO BE- 4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER 4" GRAVEL FILL. 4. STRUGTIJP.AL GONGRE I - FOOTIN65 TO BE 2500 P51, SLAE35 3500 PSI. 5. BOTTOM OF ALL FOOTINGS TO PE SET BELOW LOCAL FROST LINE. 5EE DETAILS. 6. PP.OVICr ANCHOR BOLTS 1/2 "PIA. x 10" STARTING © 6" FROM EACH GORNFR ® 6-0" O.G. AND AT EAGH 51DE OF ALL OrE- NING5, MIN. (2) PER PIECE OF 51LL. -7. GRAWL SPAGE: A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL POLY VAPOR BARRIER. B. DEPTH OF CRAWL TO BE 111N. 2' -0 ", BOTTOM OF JOIST TO GRAVEL. rim VZHERE N 24 (-I-YP. AI..L) DETAIL O IN LEVEL FIN. FLR. ' OF FOUND. WALL N @f-fA50NRY GOND. PROVIDE 4 "X8" ,- hIA50NRY LEDDOE MAIN LEVEL FIN. FLR. = TOP OF FOU "dD. WALL _ (V DETAIL � a t i a n o, n ri, n CD z Q 1 �Qa �n Z boo a �5L LU LL C11 LU W �1J D n� VJ W S E- 26, Iqq