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sheet no. <br />1,` <br />project <br />by <br />location <br />date <br />jab no. <br />client <br />16015th Avenue, Sulte 1600 <br />Seattle, WA 98101 206622-5822 <br />HSS HANGER TO HSS BEAM WELD DEMANDS <br />PI <br />44 k BEAM PER PIAN <br />9.3 k , <br />4.7 k <br />X -- <br />1 <br />i <br />I <br />HSS HANGER PER PUN ( I <br />STD LONG SLOTTED S <br />I <br />111 k-in i <br />i <br />224 k-in i <br />i <br />NOTES. 1 <br />1. BOLTED CONNECTION SHOWN IS SCHEMATIC, 1 <br />CONTRACTOR SRALL COORDWATE RUNWAY BEAM 1 <br />CONNECTION WITH CRANE SUPPLER. PROVIDE j <br />CRANE SHOP DRAWINGS 10 ENGINEER FOR 1 <br />RENEW PRIOR TO FABRICATION. r <br />J� NOTE 1 <br />T/STL AT RUNWAY &A <br />I I <br />I I <br />I U I <br />I I <br />I U I <br />I <br />1 O 1 <br />1 1 <br />1 U 1 <br />} - J <br />RUNWAY BEAM PER <br />CRAM SUPPLIER <br />HSS HANGER <br />SCALE: 1 1/2"-1'—O" 5376 S415 <br />OCCURS IN ALL CASES <br />MNWW— NOT CONCURRENT <br />