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GRID <br />-1'-2" AT "INBOARD" PANEL <br />0`-6" AT "OUTBOARD" PANEL <br />CL COL <br />TOP OF PARAPET _ <br />ELEV PER ARCH a <br />I I <br />I I <br />I I <br />"OUTBOARD" <br />PANEL I vI _ <br />- C4 <br />CL EMBED PL <br />AND HSS <br />EMBED PL% x 12 x 1 "-0" W/ (4) %" DIA <br />x 5" WHS AT 4" GAGE CENTERED ON <br />EMBED PL - WHERE COLUMN ALIGNS <br />WITH PANEL JOINT PROVIDE EMBED <br />PL EA SIDE JOINT <br />1l4 V <br />TILT UP PANEL PER PLAN — <br />AND ELEVATION <br />EMBED F <br />" DIA x <br />CENTER! <br />TILT UP I <br />AND ELE <br />HSS <br />TO <br />/4 <br />PL% x COL WIDTH PLUS 3%" <br />x COL DEPTH PLUS 1" Wl (2) <br />4" DIA MB AT 5" GAGE <br />f <br />PRE-ENGR JOIST <br />GIRDER PER PLAN <br />DO NOT WELD <br />JOIST GIRDER TO <br />STABILIZER PL <br />STABILIZER PL % x <br />6 x 0'-6" WI t%6' DIA <br />HOLE <br />CONDITION AT PANEL JOINT <br />HSS 5x5x%6 <br />LH JOIST BEYOND <br />\ 3/0 1 \ 2-32 <br />PRE-ENGR JOIST <br />GIRDER PER PLAN <br />i <br />TOP OF PARAPET _ <br />ELEV PER ARC _ I <br />I I <br />I I <br />i I <br />"OUTBOARD" <br />PANEL <br />ARID <br />I <br />I <br />r TOP OF PARAPET <br />ELEV PER ARCH <br />I I � <br />I I <br />I I <br />I I <br />"OUTBOARD" <br />PANEL ----\H— <br />a <br />BOTT OF DECK <br />ELEV PER ARCH <br />TILT UP PANEL PER PLAN <br />AND ELEVATION <br />a <br />j —` —I — <br />BRG <br />ANGLE TO <br />EMBED <br />PRE-ENGR JOIST MFR SHALL - <br />DESIGN TOP CHORD FOR <br />AXIAL SEISMIC FORCE PER <br />PLAN TO BE TRANSFERED <br />THROUGH THE BEARING SEAT <br />— CONT LEDGER <br />PER(3 <br />1 /4 2 <br />METAL DECK PER PLAN <br />ATTACH <br />PER <br />SCHED <br />RF DECK PER PLAN <br />ADDL CHORD WHERE SHOWN ON <br />PLAN AT "OUTBOARD" PANEL - SPLICE <br />WITH CONTINUOUS LEDGER ANGLE <br />� <br />PERr-2--�AT WALL TRANSITION <br />S4.a2 <br />I <br />— CONT LEDGER L 4x4xlA Wt <br />1 <br />5/8" DIA EXP ANCHORS AT <br />24" OC WI 5" EMBED - SPLICE <br />AT PANEL JOINTS PER/ <br />S4°02 <br />CONDITION BETWEEN WALL <br />ANCHORAGE <br />SECTION <br />SRID <br />I <br />I <br />TOP OF PARAPET <br />ELEV PER ARCH r - - <br />I r <br />I I <br />I I <br />I I <br />I I <br />"OUTBOARD"� <br />PANEL <br />a <br />BOTT OF DECK - <br />ELEV PER ARCH <br />TILT UP PANEL PER PLAN <br />AND ELEVATION <br />TURN VERTICAL LEG DOWN — <br />ATL6x6xY8ATGRIDS B <br />AND G BTWN GRIDS 4 AND 5 <br />WELD TO EAR <br />SIDEEA <br />r 1/4 1/6 <br />JOIST GIRIR DER _ <br />JOIST GIRDER <br />TO BRG PL>—,,4+4 <br />TYPICAL <br />�J <br />BEARING PL %" x COLUMN <br />WIDTH PLUS V x AS REO'D - <br />GC COORDINATE W1 <br />PRE-ENGR JOIST MFR <br />STABILIZER PL FOR <br />PRE-ENGR JOIST NS AND FS <br />AS REQ'D BY JOIST MFR <br />112" TYP <br />ATTACH <br />PER <br />SCHED <br />— METAL ROOF DECK <br />PER PLAN <br />ADDL CHORD WHERE SHOWN ON <br />PLAN AT "OUTBOARD" PANEL - SPLICE <br />WITH CONTINUOUS LEDGER ANGLE <br />PER �AT WALL TRANSITION <br />54.02 <br />CONT LEDGER L 4 x 4 xY4 - INCREASE TO L 4 x 4 x <br />AT GRIDS 1 AND 4 BTWN GRIDS B AND G <br />INCREASE TO L 6 x 6 x 5/ AT GRIDS B AND G BTWN <br />GRIDS 4 AND 5 - ATTACH W/ %" DIA EXP ANCHORS <br />AT 24" OC WI 5" EMBED - SPLICE AT EVERY JOINT <br />CONDITION BETWEEN JOISTS <br />AT PARAPET PANEL <br />114 <br />KNIFE PL %" x JOIST <br />GIRDER BEARING DEPTH <br />MINUS)/2" x 1'-1" TYPICAL <br />PRE-ENGR JOIST MFR <br />SHALL DESIGN TOP CHORD <br />OF PRE-ENGR JOIST <br />GIRDER FOR AXIAL SEISMIC <br />FORCE SHOWN ON THE <br />ROOF FRAMING PLAN <br />7Y2" JOIST GIRDER BEARING <br />DEPTH <br />(2) %" DIA MB AT 5" GAGE <br />DO NOT WELD JOIST <br />GIRDER TO STABILIZER <br />PLATE - TYP <br />120, <br />PRE-ENGR JOIST GIRDER <br />PER PLAN - TYP <br />STABILIZER PL %4" x 6 x 0`4' <br />WI tI6" DIA HOLE <br />N <br />c! �0 <br />0 <br />�.�U <br />Qr�5 <br />xmo <br />r¢¢z <br />H <br />LU <br />Noa <br />Ln rq <br />, LL, <br />an <br />M <br />In <br />{' r r <br />�x <br />fu > <br />� z <br />>' <br />LLeCL <br />£s <br />My,CL<> <br />xj <br />3 Q, <br />Ln <br />ru <br />® C, <br />::3 Z' <br />< <br />co <br />x <br />m o <br />T <br />c <br />o��ao <br />aNga <br />W ^c�Una r^f <br />Cn0 �Z(h n <br />S aR N <br />C��OQ Y <br />dp4o <br />W U zocwi=Qo <br />`3a. s40 w W n - 1 <br />if wzo�Q µ <br />G oaa A a <br />QOQa <br />fi ) <br />co <br />0 <br />., <br />r <br />m <br />w (1) <br />u <br />.0 <br />fm � <br />a � <br />a� <br />� <br />a sd z (U <br />TACOMA • SEATTLE • SPOKANE TRI-CITIES � � � Go <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 ' <br />253.383.2422 Tr 253.383.2572 FAx www.ahbl.com Wes <br />