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64 - Sheet RFS503. The plan at the working hoist crane Isvel and th2 plan on <br /> RFS1608 seem to Indicate the bottom chord bracing In the crane <br /> maintenance bay has been ralsed about 8 teet above tho m��in truss <br /> bottom chord level. For wind load acting on the exterior wall on Line R, • <br /> are the wind load reactions from the columns at R-9.25, R-9.5 and R•9.75 <br /> to be reaisted by the raisrd bottom chorcl bracing? If so, members for <br /> deNvering the loads to thfs level do not appear to be shown. View <br /> H/RFS604 and Sec'ion J/RFS504 seem to Indicate the wind loads are to <br /> be resleted by the W27 x 114 In weak way bending apanning tn the maln <br /> columm. 11 this is the Intended syatem, are ihe W27 x 114 ��nembera <br /> adequate for these loads7 <br /> Wind loads are intended to transfer from the wind columns into the W27 x 114 <br /> and in weak axis bending transfered in?o the fixeid spur rails anci through these <br /> into the Bottom CharC Bracing system (See Section G/RFS504). Enclosed is a <br /> calculation for the N/27 x 114 in weak axis bending. <br /> 65 - Section A,�RFS504 trom Detail 3/RFS504. It seems the stiffener plates <br /> shown In the detall need to be shown in the section. <br /> These Det��ils will be corrected in a future Drawing Release. <br /> 88 - Detai! 7/RFS504. It seems the mark for the section cut In the detall <br /> should be reviseci to Section D/RFS50d. <br /> These DetFiils will be corrected in a future C)rawing Release. <br /> 67 Section 0,/5619. Ilnless the tube frame columns can resisl the out of <br /> plane wln�i load on the door in cantilever bending from thE� foundation, it <br /> seeme the taps of the tube 4rame columns ahould be connected to the C- <br /> 6c door �amb calumns. <br /> The door jarr�os should be tied to the W14 columns using anf�les at each girt <br /> space as well a�, at the door head. Sections B/5619 and D/ti619 will be <br /> corrected in i� f��tuie Release. <br /> � <br />