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ARID ARID <br />t <br />TILT -UP WALL PANEL AND <br />REINF PER PLAN AND ELEV <br />ATTACH <br />PER <br />SCHED <br />COMPOSITE METAL DECK <br />6" OC PER PLAN <br />9" TYP <br />CHORD STEEL PER PLAN <br />CONT LEDGER L 4x4x1/4 VV/ <br />5/8" DIA EXP ANCHORS AT <br />24" OC VV/ 5" EMBED <br />111 11V®l1 <br />EMBED PL % x 12 x BEAM - <br />DEPTH PLUS 4" W/ (4) %" DIA <br />x5"WHS AT8"GAGE <br />CENTERED ON EMBED PL <br />CL EMB <br />= CL BM - <br />31' <br />Will If 51 <br />�$ <br />111 11-011 <br />NOTE: <br />WHEN BEAM JOIST <br />CONNECTION IS WITHIN 7 <br />10" OF PANEL JOINT, SEE <br />TILT -UP WALL PANEL AND <br />REINF PER PLAN AND ELEV <br />SUPPORTED BM PER PLAN <br />"K" DISTANCE FROM AISC <br />MANUAL OF STEEL <br />CONSTRUCTION, 1-1/2" MIN <br />-- x x <br />1 -- "K" DISTANCE FROM AISC <br />MANUAL OF STEEL <br />CONSTRUCTION <br />SHEAR PL - MATCH <br />THICKNESS OF BM WEB - %" <br />MIN W/ %" DIA ASTM A325 (N) <br />BOLTS <br />l - . <br />pil Oil <br />111 I1gO91 <br />TILT -UP WALL PANEL AND <br />REINF PER PLAN AND ELEV <br />ATTACH <br />PER <br />SCHED <br />COMPOSITE METAL DECK <br />PER PLAN <br />6" OC <br />TYP <br />a <br />CHORD STEEL PER PLAN <br />CONT LEDGER L 4x4xl/4 W/ <br />5/8" DIA EXP ANCHORS AT <br />24" OC W/ 5" EMBED <br />EMBED PL % x 12 x BEAM - <br />DEPTH PLUS 4" W/ (6) %" DIA <br />x 5" WHS AT 8" GAGE <br />CENTERED ON EMBED PL <br />LU <br />CL EMB <br />= CL BM - <br />NOTE: <br />WHEN BEAM JOIST <br />CONNECTION IS WITHIN 7 <br />10" OF PANEL JOINT, SEE <br />ill 1 1-011 <br />w <br />EMBED PL 3/4 x 12" x - <br />1'.0" W/ (6) %" DIA x 5" <br />WHS AT 9" GAGE - <br />SPACE AT 10'-0" O.C. - <br />CENTER AT CL JOIST <br />0 <br />0 <br />0 <br />0 <br />C3 <br />0 <br />0 <br />�- <br />1 11 1 W-011 <br />TYPICAL AM/JOIST CONIC TO CONC <br />WALL m W16 BEAMSGREATER <br />NOTE: <br />DECK SPANS OPPOSITE <br />DIRECTION AT SIM <br />CONDITION <br />ON <br />TILT -UP WALL PANEL AND <br />REINF PER PLAN AND ELEV <br />SUPPORTED BM PER PLAN <br />"K" DISTANCE FROM AISC <br />MANUAL OF STEEL <br />CONSTRUCTION, 1-1/2" MIN <br />"K" DISTANCE FROM AISC <br />MANUAL OF STEEL <br />CONSTRUCTION <br />SHEAR PL, BOLTS AND WELD <br />PER e <br />DO <br />NOT <br />SLOT HOLES <br />2 <br />CLR <br />--x X x x x <br />L6x4xl/2"0'4' LLV Wl%° <br />STIFFENER PL -CENTER <br />STIFF AND EMBED ON CL <br />JOIST <br />NOTE: <br />WHEN JOIST CONN IS WITHIN <br />10" OF PANEL JOINT, SEE <br />CONK PL AND BOLTS — <br />PER�AND <br />111 11-011 <br />1 a1 0 1 1-011 <br />" <br />5„ 5„ 4 <br />I l <br />,oa <br />TYPICAL FLOOR JOIST BEARING WITHIN 10" <br />EMBED PER <br />` - OR <br />TYPICAL BEAM/JOIST CONK TO CONC <br />WALL m WITHIN 10" OF PANEL JOINT <br />CD <br />co <br />a <br />r <br />ro <br />a <br />U <br />LL <br />Uj <br />LL <br />¢ <br />U <br />ri <br />a <br />c <br />1 <br />1 <br />Ul <br />c; <br />0 <br />TACOMA SEATTLE SPOKANE ° TRI-CITIES <br />cL1 <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253,383,2422 TEL 253.383.2572 FAX wMj.ahbl.cw WEB <br />" a s.�, '' �` <br />