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SIDEWALL MEMBER SCHEDULE <br /> EAVE STRUTS (ES— ) 8C16 GAGE (TYP.) <br /> GIRTS (G- ) 6%116 GAGE (TYP.) <br /> SOLDIER COLUMN (SC— ) FLANGE 5 x 3/16 WEB 8 x 0.112 <br /> CABLE (SCB- ) % <br /> • BEAM (B— ) FLANGE 5 x 3/6 WEB 8 x 0.112 <br /> o co�- ao m i co i ° <br /> co <br /> col col i <br /> m <br /> 0 LUiI W 0I Cn LAW IL W �+- <br /> Is. I l ES— t ES— i ES— / ES— j ES— 11 <br /> E 6 • • � <br /> G <br /> \°-S---"\V-1 — <br /> 'n GG— G— G— G— <br /> \_FC-112 <br /> _ • FC-112 B— _ :_ <br /> h <br /> `y <br /> CR— o = G- G— <br /> W ' FC-1121> G— G— G— o Set `t FC-112 <br /> T' =Pn G0i S N J <br /> o a os < i ifs 7 ^ BA-10 (TYP) f NT /• <br /> W W • I <br /> • It .4-8 7-4 _ 4-8 <br /> 0 33 <br /> 4 16-8 16-8 16-8 16-8 16-8 4 <br /> O 84-0 OUT / OUT RED STEEL <br /> 4-1% CC— • C— C— C C BU5X8 <br /> CC— <br /> EC— <br /> ANOPY BU5X8 <br /> BU5X8 <br /> IZITCTTOW7ETTITEVETITS1 ELEVATION AT COL. LINE F <br /> VA TI O N AT COLUMN NETLE BRACING SIZES <br /> E L E Q 8c AND DETAILS SEE G3. <br /> LINES C D FOR FRAMING DETAILS SEE G4. <br /> 2-0 GIRT LAP. (-- __7 <br /> LDIER COLUMN TO BEAM. <br /> * 2) FC-101 AT END OF EACH BEAM (9C17) <br /> TO MAIN FRAME COLUMN. <br /> (ERECTION REQUIREMENTS ( (2) FC-101 AT TOP OF EACH <br /> SO <br /> FOR CANOPY DETAILS SEE G5. Q <br /> FOR CANOPY DETAILS SEE G5. 4 f, <br /> �4-0�WAs�ri� ,i_ • Q <br /> t r.F.? �x`6,1. 4`� CORPORATION <br /> SUNWARD <br /> y� N <br /> Buyer :EMERALD NORTHWEST Drawn By: EC3 <br /> '�� �� 12 Jule 99 <br /> r ,� 23041 f Cust. :DELTA BAPTIST CHURCH <br /> �`"'. 'Fcisa>t' 'G ,'� Descr.:83 x 84 x 20 2.00 :12 Check By: <br /> SIONALSite :EVERETT, WA <br /> EXPIRES 12-29-99 Scale :NONE <br /> P.O. :G22305 SHEET NO. E2 OF 13 <br />