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o <br />30'-211" 30'-216" <br />1, a7n:l) <br />MATCHLINE <br />FRAMING PLAN - NORTH <br />26-1 <br />28'4' <br />a <br />T FACE <br />PANEL <br />— — n <br />C? <br />CL OF <br />PANEL <br />ES. SEE SHEET S0.03 FOR TESTING AND <br />)R TYPICAL DETAILS. <br />LESS INDICATED BY C = X" ON PLAN, WHERE X" IS <br />TALL ELEVATIONS WITH ARCHITECTURAL <br />AND HEIGHTS WITH ARCHITECTURAL DRAWINGS, <br />HANICAL PENETRATIONS WITH ARCHITECTURAL <br />UNLESS NOTED OTHERWISE. <br />3 TO CONCRETE TOPPED DECK WITH POWER <br />IALLS BELOW PER DETAIL 7/S0.03 <br />D BEARING HEIGHTS, STEEL DETAILER TO <br />WITH STEEL JOIST MANUFACTURER. <br />)DING FOR JOISTS PER STEEL JOIST INSTITUTE <br />DNS. <br />#T SHOTIN SEE DETAIL 81SO.03 <br />31�.W JT6 JOISIS ID �Olj <br />AND LOCATION OF LOADS. <br />SIGN STEEL JOISTS AND JOIST GIRDERS FOR ANY <br />ED ON THE STRUCTURAL DRAWINGS, THESE <br />MECHANICAL EQUIPMENT, AXIAL SEISMIC <br />)ADS IN JOIST AND GIRDER TOP CHORDS AS <br />0 SCHEDULE S1.31. <br />,ATE, SIZE AND PROVIDE ERECTION BOLTS AS <br />)RDINATE LOCATION OF BOLT HOLES IN ALL CAP <br />FOLLOWS UNO: AT SUPPORTS PERPENDICULAR <br />'4) WELDS PER 36" WIDE SHEET, AT SUPPORTS <br />MELDS AT 12" O.C., SIDE SEAM ATTACHMENT: <br />11- LONG SPAN FLOOR JOISTS (SPANS GREATER <br />DAD DEFLECTION UNLESS NOTED OTHERWISE, <br />,RE LOCATED WITH TOP OF STEEL ELEVATIONS 5" <br />:AL FLOOR JOISTS, <br />0) <br />CD <br />C' co <br />> <br />CD <br />0 <br />Q <br />LL q) <br />as <br />as <br />-0 <br />cu <br />LL <br />b� <br />0 <br />LU <br />0 <br />m <br />N <br />N <br />-0 <br />Uj <br />< <br />21- <br />-CH LINE <br />k. <br />TACOMA SEATTLE SPOKANE TRI-CITIES <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253.383,2422 TEL 253.3832572 FAX mvwmahbl,co B <br />Ill <br />1 0 - <br />11111 <br />Q <br />W <br />V) <br />0 <br />