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<br /> <br />(DPT.) 6' STEP FASCIA W/ //10 Xl' <br />'16'aC. DR <br />2' X 2' X O. 040 <br />STIFFENER <br />NDTEI FDR OUTSI DE SPANS > <br />USE 2' x3' (VERT.) <br />OR 6' STEP FASCIA <br /> <br />(1) //10x5/8' W. HEAD <br />SMS. TOP OF <br />EACH RI SER. <br /> <br />~ <br />SEE DETAIL BELOW <br />WHEN HOST STRUCTURE IS MASONARY <br /> <br />ROOF PAN <br /> <br />FOR WOOD CONNECTION <br />II lOX 1 -1/2' W. HEAD <br />SMS. THRU ROOF PAN <br />& BOX HEADER 5' ON <br />CENTER I NTD HOST <br />STRUCTURE. <br /> <br />l' X l' X 2' X 0.060' <br />ANGLE CLIP W/ (2) <br />111 0 X 5/8' W. HEAD <br />SMS. EACH WA Y. <br /> <br />BEAM PER DESIGN <br />TABLE. <br /> <br />TYP. <br /> <br />S~CTI ON D~TAI LS <br />No To S. <br /> <br />II lOX 5/8' W. HEAD SHS <br />THRU ROOF PAN RISER ON <br />12' CENTER INTO STI FFENE. <br />A T EACH END OF ROOF. <br /> <br />NOTE' <br />A T CORNERS USE (1) 1/4' DI A. <br />X 2 1/4' EA. DIR. fi1 <br /> <br /> <br />l' Xl' X 1/16' X 2' <br />;ALUH. CLIP W/ (2) //10. <br />X 1/2' TEK SCREIIS IN <br />EA. DI RECTI ON <br /> <br />4-//10 Xl' S. H. S. <br />PER POST 1 NTO <br />1 NT€RI DR SCReW SPL/ NCS <br />l' X 2' OPEN RACK <br />/JDTTDH PLA T€ <br /> <br />........ . .. - ...... <br /> <br /> <br />2' X 2' POST SHlJIIN <br /> <br />2 X ALUM. COL. <br /> <br />(1) 1/4' DI A. X 2 1/4' CONC. <br />DR TAPCON , 24' a C. <br />