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NOTES <br /> MATERIALS <br /> 1, PRIOR TO BACKFILLING, FOUNDATION REINFORCING ASTM A615, GRADE 60 <br /> WALLS MUST BE LATERALLY CONCRETE 3,000 PSI AT 28 DAYS <br /> SUPPORTED BY FLOOR CONSTRUCTION <br /> AT BOTH TOP AND BOTTOM OR BY <br /> ADEQUATE TEMPORARY BRACING. <br /> /--BY OFLOOTR HERT❑SWALL CONNECTION <br /> 10" SLAB AT GARAGE <br /> SEE DETAIL S3 FOR REINF, <br /> GRADE PR❑VIDE POSITIVE <br /> / DRAINAGE AWAY <br /> -i —� _ FROM WALL. <br /> I 1-111,;,11. <br /> 4 HOOKS AT 48" D.C. <br /> GRANULAR <br /> BACKFILL <br /> J <br /> 7— 12" CONCRETE OR MASONRY WALL <br /> BY OTHERS <br /> 10" STRUCTURAL SLAB44 x 2'-0" DOWELS <br /> SEE DETAIL S3 77— AT 24" ❑,C, <br /> FOR REINF. <br /> ' <br /> 24" W X 24" D <br /> 44 HOOKS AT 48" ❑.C. , <br /> GRADE BEAM <br /> SEE DETAIL <br /> S4 FOR REINF, <br /> PILE SEE PLAN —/�, <br /> yY' <br /> TYPICAL WALL SECTI❑N /01 6 <br /> RESIDENCE UNDER C❑NSTRUCTI❑N COMMISSo11 6 +ID _J. H. Dahlmeier <br /> 1080 WILDHURST TRAIL DRAWN Engineering Inc. 2 <br /> ❑R❑N❑, MN CHECKED- 2434 Commerce Boulevard 952-472-4746 <br /> for R�/C HOMES Mound, MN 55364 Fax 952-472-4761 ' /26/01 <br />