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MATCH LINE m <br />i <br />g <br />TYP Al <br />JST <br />TYP <br />BTWN <br />JST <br />ROOF FRAMING PLAN - SOUTH <br />3/32" ® l g-Ogg <br />,L NOTES. SEE SHEET S0.03 FOR TESTING AND <br />).05 FOR TYPICAL DETAILS. <br />WN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE LIVE <br />IS SHOWN AS TOTAL LOAD IN KIPS OVER LIVE LOAD IN <br />)IST GIRDERS, STEEL JOLT MANUFACTURER SHALL <br />-L JOIST GIRDERS FRAMING INTO COLUMN. <br />IGE BEAM SUPPORTING STEEL JOISTS, STEEL JOIST <br />E BEARING DEPTHS OF ALL JOISTS FRAMING INTO JOIST <br />MAY HAVE NON-STANDARD BEARING HEIGHTS, STEEL <br />f OF BEARING SEAT WITH JOIST MANUFACTURER, <br />_ JOISTS SHALL HAVE 5" JOIST BEARING. <br />_L PROVIDE BRIDGING FOR STEEL JOISTS PER STEEL <br />RERS RECOMMENDATIONS. IN ADDITION TO LOADS <br />NG SHALL ALSO BE DESIGNED FOR A NET UPLIFT OF 12 <br />,LL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR LOADS <br />TRACTOR SHALL COORDINATE AND PROVIDE JOIST <br />AND LOCATION OF LOADS. JOIST MANUFACTURER <br />sCH JOIST U.N.O. CONTRACTOR SHALL ATTACH POINT <br />PROVIDE ADDITIONAL FIELD INSTALLED ANGLE WEB; <br />,LL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR ANY <br />DICATED ON THE STRUCTURAL DRAWINGS. THESE LOADS <br />JECHANICAL EQUIPMENT, AXIAL SEISMIC FORCES, CHORD <br />ST AND GIRDER TOP CHORDS AS INDICATED, SEE <br />JLE. <br />,LL LOCATE, SIZE AND PROVIDE ERECTION BOLTS AS <br />LL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP PL, <br />ATION AT THE LOCATION INDICATED <br />OANUFACTURER SHALL DESIGN STEEL JOISTS FOR'1000 <br />OTTOM CHORD PANEL POINT AND STEEL JOIST GIRDERS <br />0 ADJACENT TOP CHORD PANEL POINTS TO ACCOUNT <br />,LL BE FRAMED WITH L 5 x 5 x 16 UNDER EDGES OF <br />.71 <br />r� <br />Ln <br /><u <br />V) <br />ai <br />r <br />E <br />w <br />Lnr-. <br />CD <br />M <br />ca <br />v <br />r" <br />i= <br />00 <br />® <br />0 <br />0 <br />U <br />a <br />a- s� <br />oa"�a <br />R. <br />�zzzoa <br />zQ <br />W <br />o-3 <br />O�VindF� <br />� <br />�2NQ <br />s0 <br />CS <br />SHU <br />m�R <br />z oT <br />r <br />�sz <br />m`® <br />x <br />C) <br />s <br />cv <br />s� <br />LL <br />v <br />L OF WALL <br />�E <br />CL <br />x� <br />U <br />zk <br />ra <br />TYP <br />BTWN L <br />�s <br />0 <br />I� <br />A�G: 6) <br />— EXT FACE <br />OF PANEL <br />i <br />- € <br />V- <br />TACOMA SEATTLE SPOKANE TRI-CITIES a N <br />�� cv <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 c`fn <br />253.383.2422 TEL 253.383.2572 FAX mvw ahhl.com VtEB <br />