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MATERIALS NOTES <br /> C❑NCRETE; 3000 PSI 2 28 DAYS 1, PRIOR TD BACKFILLING, FOUNDATION <br /> AGGREGATE� FTG - 11/2" MAX WALLS MUST BE LATERALLY <br /> WALLS - 3/4" MAX SUPPORTED BY FLOOR CDNSTRUCTIDN <br /> REINFORCING; ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TOP AND BOTTOM OR BY <br /> ASTM A615 GRADE 60 FDR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. <br /> BACKFILL: REFER T❑ S - 2 2, MAXIMUM WALL LENGTH ALLOWED WITHDUT <br /> A CDN�ROL JDINT IS 50 FEET. <br /> 3, FOUNDATION DRAIN TILE MUST CDMPLY <br /> w/ UBC APPENDIX 1824,3 & 1824,4 DR <br /> AN APPR�VED EQUAL. <br /> 4. SEE S1 FDR FURTHER NOTES & <br /> CONSTRUCTION GUIDELINES. <br /> �/z" � x 8" A,B. <br /> W/Cl> NUT & WASHER <br /> OR SIMPSON MAB15 ANCHOR <br /> ❑R APPROVED EQUAL <br /> 2 72" O,C, WOOD FRAME <br /> WALL BY ❑THERS <br /> SLOPE <br /> GRADE AWAY 8„ <br /> FR❑M FDN. ° <br /> MIN. <br /> ���=1 I i_ <br /> �II,;,III-1 o Cl> �4 a <br /> H�RIZ, � <br /> e ' <br /> 8" C6" UP TD o <br /> 2 FL�ORS & ROOF> a . � <br /> #4 x 2'-0" DOWELS FLDOR <br /> 2 24" O,C. EMBED 5" MIN SLAB <br /> e <br /> DRAIN ° � ` <br /> a o <br /> TILE 8" x 16" STRIP FOOTING CMIN) <br /> > <br /> WALL SECTI�N <br /> LUNDGREN BR�THERS C�NSTRUCTI�N COAIMISSION N0. ULTEIG <br /> ozooi ENGINEERS INC <br /> S 4 S I N D I A N M 0 U N D E A S T °f�'"" JH 5201 Enst Rlver Rond Sulte utrErc � S - 3A <br /> W A Y Z A T A, M N S 5 3 91 CHECKED BY Mlnneapolls, MN 55421 <br /> P h o n e � <9 5 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 O 1/O 1/0 2 <br />