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HomeMy WebLinkAbout0726.95.2p-- FOUND/- -( ION NOTES: I. ALLOWABLE 501L PRESSURE 2000 PSI. 2. FLOOR SLAB AREAS TO BE COMPACTED TO ci5516' MAX. DRY DENSITY. 3. STANDARD BASEMENT AND GARAGE SLAB TO BE 4" GONGRETE ON 6 1-11L. BAPOR BARRIER OVER 4" GRAVEL FILL. 4. STRUCTURAL GONGRETE FOOTINGS TO BE 2500 P51, SLAB5 3500 PSI. 5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. 6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING ® 6" FROM EACH CORNER © 6-0" O.G. AND AT EAGH SIDE OF ALL OPENIN65, MIN. (2) PER PIEGE OF SILL. 7. GRAWL 5PAGE: A. PROVIDE MIN. 4" GRAVEL OVER 6 1,11L POLY VAPOR BARRIER. B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BOTTOM OF JOIST TO 6RAVEL. gMA50NRY GOND. PROVIDE 4 "X8" MASONRY LEDDGE SGALE: 1/4 I' -O" 1L C w ry MAIN LEVEL 1-1N. FLR = TOP OF FOUND. WALL I7 DETAIL OI NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. 0 Riffia-'rMil W, O T- v