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Q�ao3 -C�u <br /> �: . _. . . <br /> Job No UIGFLOelA Date �/15;=C_'. <br /> 1`I U C O R Customer -:e:F.I,�Pi.E'1' CONSPRUCi i017 Designed ey ;Si <br /> HU1L07NG ,'•'YSTEMS �scription :'Ii; k0B9LEES <br /> � Im �I, f( t pase c� �y <br /> S T R U C T U R A L D E S I G N C A L C U i, A T I 0 1. � <br /> FOR <br /> t;'i'EELCRAFT CONSTRUCT?ON Nn•�/Ef <br /> P.:i. BOR 751 20250 :44tH L7i�: 1. S� 'C o <br /> �� wnsp�. <br /> ..',';I:INVILLE. WA 9<<r;,� ��pF L�r� o <br /> N <br /> �C � T. C.O <br /> PROJEC;' y r-- <br /> m <br /> .?(',:i: U10f1��6171 A ;.j5�)� �� ��� LL <br /> .,.:: iiOSBI.EES ��iF .4j���ICl1µ�� �� <br /> '5�.�:: PAINE AVF. � �_� ��t ��T - <br /> l�:Vt;RE'PT, WA 98201 <br /> BUILDING UATA <br /> i�.UI1.LIWG SIZE: <br /> i9idth (ft) = 37.29 <br /> Length (ft) �- 98.63 <br /> i',ack Eave Neight (ft) = 14 <br /> i'ront Eave Heioht (ft) = 13.22 <br /> I�oof Slope (rise/100) = 0.25:12 <br /> i�.'�ll;.fiIt4G LOAUS: <br /> Roof Dead Load Ipsf) = 3.000 <br /> Roof Live Load (psf) = 20.00 <br /> itigid Frame Live Load (psf) = 20 <br /> Cnllateral Load Ips.`.) = 2 <br /> IzooP Snow Load (psf) = 2G <br /> i•UILU7IJG CODE: <br /> tlind Code = I&C OG <br /> ��9ind Speed(mphl = 85 <br /> �;:losed/Opan = Clos��d <br /> I:xposurc = C <br /> importance - Wind = L O) <br /> impertance - Seismic = l.r'.:'� <br /> :-eismic CoeYt = 1.: 1 "; <br /> :seismic Zone = D <br /> ;L. . i , . !,i'�.i.�� - - . ..:, . _.� i��-� , -,> i,,". ._ _:;r,/7:,�. <br /> 'I'he 1'i.c1 cionr, l . .�ii�.�.�_. :�hc ... _,_al .3r�p�a .., on _f �., . <br /> Struetural Gesiyn C�1cul��tion:, ic er,�.plr�•,ed by h`�cer <br /> f3uilding Sys[ems and dce= not ser:ve as or represer,t the <br /> Engineer of Recorc: for r_hi� prcje��t. and shall not be <br /> construed a; such. <br />