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DESIGN CRITERIA GENERAL NOTES STEEL <br /> M My. <br /> ­N <br /> ij <br /> SNOW LOAD 41=ET­M� TM`El­o=lL.­TT. <br /> =7 �D <br /> N <br /> —DI <br /> WIND LOADS CONCRETE _TAT.....aN__ <br /> ­­—1— F.­­I—— <br /> E ­ <br /> D <br /> AL= <br /> - <br /> A­D R­ To` 'D <br /> ..P— .1­­11. —1. _."E_,. 7-E E' —E�-EL <br /> SEISMIC DATA '.r­E,.N'l,T­N=L_=D%-N.­ <br /> _E ­ <br /> R.­­.­aDC.�LCE.� TEo=R DMT.�.­UPEA`.`° <br /> = � <br /> ­ E_ET.�.�­ T.—1.—D-NL <br /> FC -TEM_A,lUmlEZmT.­1"X"E=11ml—V A. <br /> I—= �D, <br /> M. MATERIALS <br /> gh- <br /> MY=_T <br /> .- <br /> STEEL JOISTS <br /> LIVE LOADS 'ENER <br /> T.. <br /> D <br /> FOUNDATIONS IRE.— -D MU <br /> I ­U"TUME <br /> o`­p RLYDE­ED FIRE PROTECTION <br /> .,_ETE <br /> 03 <br /> O <br /> 8-0299 <br />