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® THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES® <br />k S' <br />4 � C <br />4 4: St <br />t <br />t <br />1� <br />} <br />i 3 <br />f } i <br />d{ � <br />fir. l' 4 <br />L � 4 <br />t t f i t 4 ' S i <br />t xt t <br />112. CONCRETE COMPRESSIVE <br />P #,s DESIGN STRENGTHS AT 28 DAYS 1 i SHALL BE: <br />CONCRETE EXPOSURE & COMPRESSIVE <br />DESIGN <br />STRENGTHS� <br />IDESIGNATION� CONDITIONS I EEC ASSRE I Mtosil c <br />a CEMENT SHALL CONFORM TO ASTM1 g TYPE 1, CSC NORMAL. <br />n <br />1 <br />t i L <br />v <br />.P <br />A <br />r <br />e <br />e� <br />5+ t <br />4 d <br />w <br />a t ! y. <br />S { ! S! , , 5 <br />t <br />, r <br />E <br />�rk r <br />f <br />t k <br />a <br />s i <br />l <br />g <br />g f fi. <br />w <br />J t t. � f <br />14. CONCRETE EXPOSED TO SULFATES, CONCRETE WITH LOW PERMEABILITY REQUIREMENTS, AND CONCRE <br />NTH CHLORIDE ION CONTENT REQUIRE ADDITIONAL MIX DESIGN CONSIDERATIONS. IN THE EVENT OF THES <br />REQUIREMENTS <br />.,,> P.,d5 € M THE ENGINEER SHALL BE NOTIFIED BY THE i E}. IN A WRITING AND DESIGN 4- <br />'p ?`— PROVIDED PER 'F <br />NOTE .g <br />: MIXES SHALL BE <br />R'nONED TO PRODUCE <br />s'a ,j SLUMP -_ R LESS. NO <br />tea' <br />PLUS TOLERANCE SHALL BE ALLOWED. <br />g ENTRAINMENT <br />r4- 3 OR ALL CONCRETE WEATHER. AGGREGATE <br />AN <br />ENTRAINMENT ,? <br />�, REQD. s - AGGREGATE AN <br />AIR ,`� ENTRAINMENT Ft. E.� siR "" g. <br />t11110m I4 <br />� i R d` <br />- M-3 <br />y '� 59 <br />PREFABRICATED <br />_,fir.gr 1. THE JOISTS SHALL BE MANUFACTURED BY TRUSS —JOIST MACMILLAN, INCORPORATED OR APPROVED <br />EQUAL AND SHALL BE FABRICATED IN ACCORDANCE NTH ASTM D 5055. (SUBSTITUTIONS MUST BE <br />APPROVED PR <br />IOR <br />TO INSTALLATION <br />PLANS <br />2. SEE SIZE, LOCATIONS i <br />> 04 <br />g <br />00 <br />oar <br />a. <br />Ld <br />LLI <br />Lu <br />LLJ <br />�✓Lu <br />IA , <br />A:fild'�b <br />NOTES <br />S-2.0 <br />