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MATERIALS N�TES <br /> CONCRETE; 3000 PSI e 28 DAYS 1. PRIOR T� BACKFILLING, F�UNDATION <br /> AGGREGATE� FTG — 11/2" MAX WALLS MUST BE LATERALLY <br /> WALLS — 3/4" MAX SUPPORTED BY FL❑OR CONSTRUCTION <br /> REINF❑RCINGc ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TDP AND BOTTOM DR BY <br /> ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. <br /> BACK FILL� REFER TO S-2 2, USE A MINIMUM OF C2)1/2"� x 8" A.B, <br /> w/ <1) NUT & WASHER OR A SIMPS�N <br /> MAB15 ANCHOR FOR EACH PORTION OF <br /> SILL PLATE. PLACE A ANCHOR WITHIN <br /> 12" OF EACH END, <br /> 3, MAXIMUM WALL LENGTH ALLOWED WITHOU <br /> A CONTRDL JOINT IS 50 FEET. <br /> 4. FDUNDATI❑N DRAIN TILE MUST COMPLY <br /> w/ UBC APPENDIX 1824,3 & 1824,4 DR <br /> AN APPROVED EQUAL, <br /> 5. SEE S1 FOR FURTHER NOTES & <br /> CONSTRUCTIDN GUIDELINES, <br /> 1/z" � x 8" A,B, <br /> w/ Cl> NUT & WASHER <br /> ❑R SIMPS�N MAB15 ANCHOR <br /> OR APPR�VED EQUAL WODD FRAME <br /> e 72" D,C, TYP, WALLS BY OTHERS <br /> FLODR <br /> SLAB <br /> o � e e � o <br /> 10" CONC, WALL <br /> FOR 2x4 WALLS <br /> 14" C�NC. WALL ° ° C1> #4 <br /> F❑R 2x6 WALLS HORIZ. <br /> �4 x 2'-0" DOWELS � <br /> 2 72" O,C, ' "v <br /> OR <br /> t/2 t/2 -----�\ . <br /> � . <br /> � �e <br /> '~ e� \ n <br /> �11�2�� �0 8" x 20" STRIP FOOTING CMIN> <br /> DRAIN TILE <br /> IF REQUIRED <br /> WALL SECTI❑N <br /> TOWNH❑USE COMM�N WALL <br /> LUNDGREN BROTHERS CONSTRUCTIDN �°ozooi� ULTEIG <br /> s4s INDIAN M❑UND EAST o�WN � ENGINEERS INC, ��rE,� � S — 3E <br /> W A Y Z A T A, M N S S 3 91 JH 5201 East RNer Road Sulte 30 <br /> P h o n e � C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY Mlnneapolls, MN 55421 O 1/O 1/0 2 <br /> JHD ; Phone 952-472-4746 Fax 952-472-476 <br /> 1 <br />