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MATERIALS NOTES <br /> CDNCRETE� 3000 PSI 2 z8 DAYS 1. PRIOR T� BACKFILLING, FOUNDATION <br /> AGGREGATE; FTG – 1�/2" MAX WALLS MUST BE LATERALLY <br /> WALLS – 3/4" MAX SUPPORTED BY FLO�R CONSTRUCTION <br /> REINF�RCING� ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TOP AND BOTTOM DR BY <br /> ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. <br /> BACKFILL: REFER TD S – 2 2. MAXIMUM WALL LENGTH ALLOWED WITHDUT <br /> A CONTROL JOINT IS 50 FEET. <br /> 3, FDUNDATION DRAIN TILE MUST COMPLY <br /> w/ UBC APPENDIX 1824,3 & 1824.4 ❑R <br /> AN APPROVED EQUAL. <br /> 4, SEE Si FOR FURTHER NOTES & <br /> CONSTRUCTION GUIDELINES, <br /> FRAMING <br /> 1/z" i� x 8" A.B. BY �THERS <br /> W/Cl> NUT & WASHER 2 x 6 TREATED <br /> OR SIMPSON MAB15 ANCH�R WOOD PLATE W/ <br /> OR APPROVED EQUAL MIN C2) A,B, WITH <br /> e 72" O,C. DNE WITHIN 12" <br /> SLOPE EACH END. <br /> GRADE AWAY 8,� X—X <br /> FR�M FDN. ' �I I�;,I I 1-1 <br /> ' '— I'– SLAB �N <br /> �II,;,II1=1 , Cl) �4 GRADE <br /> �4 x 2'-0" DOWELS HORIZ, o <br /> 2 72" D.C. 8�� C6" UP TD � <br /> ❑R , <br /> 2 FLOORS & RODF) � <br /> t/2 t/2 -----�� <br /> � `, a <br /> .-,�— . <br /> I � �� a �, � � <br /> .�-�F 1�� <br /> 0 <br /> DRAIN <br /> TILE <br /> 8" x 16" STRIP FOOTING (MIN) <br /> WALL SECTIDN <br /> AT GARAGE <br /> LUNDGREN BR�THERS CDNSTRUCTI�N `°ozooi� ULTEIG <br /> 545 INDIAN MOUND EAST o�+WN eY NGINEERS INC� u�r£�c � <br /> JHD 5201 East Rtier Rond SWte 30 S - 3B <br /> W A Y Z A T A, M N S S 3 91 CHECKED BY M�nneapol�s, MN 55421 O 1/O 1/0 2 <br /> P h o n e � C 9 S 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 <br />