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PE JOIST MFR c <br />JOIST TOP CHO <br />AXIAL SEISMIC <br />SHOWN ON THE <br />FRAMING PLAN <br />4 i2ll SPECIAL JOIE <br />BEARING DEPTF <br />71" GIRDER <br />2 <br />BEARING DEPTH <br />SPLICE PL PER <br />INSTALL PRIOR <br />PLACEMENT OF <br />JOIST <br />SIDE PUS PER <br />STABILIZER PL <br />PER (& <br />HSS COL PER F <br />"T % <br />1 19 = 11-011 <br />IN <br />F <br />101 <br />)IA <br />W/ (2) 4" DIA <br />SPLICE PL PER <br />P.E. JOIST PER PLAT <br />PL Y2" x 6" x AS REQ'I <br />WF BEAM BEYOND <br />w � I I I, � iiiiii I I <br />' ME I I W � 11 <br />)ES EA <br />TO <br />WEB <br />PL I Y4" x 1 Y4" x 6 Y4" <br />P L)/2" x 6 Y2" x V-6" <br />(3) SIDES>— 3/8 5 TYP 3/8 <br />3/8 2-6 HSS 5 x 5 x Y8 BLKG <br />— _TYP73/8 <br />ti <br />3/875 _ r <br />H <br />5 x 5 x 3/ <br />ANGLE EMBED AT <br />TOP <br />OF PAN OP OF PANEL <br />— — — — — — — — — — — — <br />— — — — — — — — — 77— — — — — — — — 71— FT_ F — — — — — — <br />Z-O" NO WHS <br />TYPICAL SPACING PER PLAN 3" 3" 3" 3" CONNECTIONS <br />AND DETAILS <br />jjp� mil <br />1 11 = 1 1-09f <br />TILT -UP PANEL PER PLAN — <br />AND ELEVATIONS <br />TILT -UP PANEL BEYOND PER <br />PLAN AND ELEVATIONS <br />. JOIST MFR SHALL DESIGN <br />ST GIRDER TOP CHORD FOR <br />AL SEISMIC FORCE SHOWN ON <br />ROOF FRAMING PLAN <br />3 PL 3/" PER Q03 <br />)E PL 8" x AS REUD <br />SIDE OF COL <br />S COL PER PLAN <br />*ILIZER PL PER (& <br />GRIN <br />PE JOIST NIFR SHALL DESIGN - <br />JOIST TOP CHORD FOR AXIAL <br />SEISMIC FORCE SHOWN ON THE <br />ROOF FRAMING PLAN <br />Cip <br />1/4 V 10 <br />PL Y4" x 5" x V-6" <br />CL WF BM AND <br />EMBED PL 3/4 <br />JOIST TO EMBED <br />CONNECTION PER 54.01 <br />PE JOIST PER PLAN <br />00 <br />duo <br />0 00 <br />Ln <br />C) <br />x <br />OU 2 <br />V) <br />0 LU <br />7 'LL Q <br />20 : <br />Dim <br />I< <br />V) <br />LU 0 U-1 <br />Ileva <br />4 <br />c: <br />q) <br />0- <br />"N <br />> <br />ca <br />c:) <br />00 <br />ON M <br />t) <br />U <br />LL <br />QQ <br />Q <br />CD <br />A <br />51, <br />C) <br />00 <br />c; <br />es <br />0 <br />LL <br />Q <br />C1 <br />Uj <br />Q) <br />U <br />aj <br />_j <br />0 <br />-a <br />U <br />z <br />U) <br />U) <br />> <br />1 '60 <br />U) <br />4 <br />0 <br />TACOMA 9 SEATTLE SPOKANE TRI-CITIES <br />2215 North 30th Street, Suite 300 Tacoma, vVA984 V) <br />253,3832422TEL 253.383.2572FAX mmahbl.comWEB <br />