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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 /> 7—FLOOR TO WALL CONNECTI❑N <br /> BY OTHERS <br /> 10" SLAB AT GARAGE <br /> SEE DETAIL S3 FOR REINF. <br /> • <br /> #4 HOOKS AT 48" D.C. <br /> 12" CONCRETE OR MASONRY WALL <br /> BY OTHERS <br /> J #4 x 2'-0" DOWELS <br /> AT 24" O,C. <br /> ao <br /> N <br /> 10" STRUCTURAL SLAB-- <br /> SEE DETAIL S3 \` <br /> FOR REINF, 1 <br /> l - � 2 <br /> 44 HOOKS AT 48" O.C. GRAE BEAM <br /> SEE DDETAIL <br /> S4 FOR REINF, <br /> 24" W X 24" Dom/ —— 2 "S" <br /> GRADE BEAM <br /> SEE DETAIL <br /> S4 FOR REINF. <br /> PILE SEE PLAN —/ <br /> TYPICAL SECTI❑N AT STEP <br /> RESIDENCE UNDER CONSTRUCTION CO01111N NO. �TU J. H. Dahlmeier <br /> 1080 WILDHURST TRAIL DRAWN BY UD Engineering Inc. S — 6 <br /> ❑R❑N❑, MN <br /> CHECKED 2434 Commerce Boulevard 952-472-4746 4 601 <br /> for RUC HOMES Mound, MN 55364 Fax 952-472-4761 <br />