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QI CON?.800i150-43 1645 Village Center Circle Suite 10 <br /> QI 1466 COLUMN PER PLAN Las Vegas,NV 59134 <br /> 702.933,7000 wrightengineers.com <br /> (D IB GA.x 1 1/2"FL.TRACK WIDTH TO Q 3/4"x 6"x 1'-0"BASE PLATE w/ NV@wrightengineers.com <br /> MATCH STUD (4)1/2"DIA THREADED RODS <br /> EMBEDDED 4 3/4"w/HILTI NIT-RE <br /> Q 010 SCREWS AT 12"oz.FROM 500 V3 EPDXY rn <br /> TRACK LIP TO TOP PLATE <br /> N <br /> Q4 43 MIL.CLIP w/(4)-10 SCREWS TO I <br /> EACH JOISTS BOTH <br /> SIDES I/4 _ <br /> ® O <br /> VCAD <br /> j <br /> N <br /> BOTH <br /> LDS, SIDES I/4 1 O O <br /> 3/4" 3/4" <br /> 6" <br /> 105 JOIST AT STUD WALL 'P J BASE PLATE DETAIL < a <br /> 5y 1G5-2'.0143 NO SCALE 1 101-2I0143 NO SCALE Sb1S S <br /> (3)STUD WALL PER PLAN 0 PROVIDE HOLE LARGE ENOUGH <br /> ( STUD J015T PER PLAN w/(2)-10 FOR ANCHOR HEAD IN OUTSIDE <br /> FACE OF TUBE <br /> SCREWS AT 3"o.o.INTO EACH STUD <br /> 1/2"Q3 TOP TRACK TO MATCH GAUGE AND 02 AN DIA.HILTI 1/4"KLUI MBEDMUS-EZ SCREW <br /> WIDTH OF WALL STUD 4'-0"oozc M /4"EMBEDMENT AT <br /> 3 O 4 CEILING PER ARCH'L DU66 1 <br /> 2 03 EDGE OF SAWCUT OPENING w <br /> 4 ®(N)H 255 PER PLAN OR SCHEDULE w <br /> I O <br /> V q 6 LL <br /> MIN <br /> A STEEL BRACE 10 EXTEND FROM L <br /> FINISHED FLOOR TO 6"BELOW ' M <br /> LEDGER ABOVE. L ''fi^t Q <br /> B. PLACE lU BOLT WITHIN 6"OF EACH Q vJ 04 <br /> END OF BRACE. 7 <br /> 00 <br /> L 0" -I_; m <br /> C. INSTALL MEMBERS PRIOR TO w U U) Q <br /> CUTTING NEW OPENING. <br /> 106 JOIST TO WALL CONNECTION C <br /> TUBE STEEL BRACE AT TILT-UP PANEL LJ,J }' +' <br /> lob-UIOl43 NO SCALE 1 IO2-2I0143 NO SCALE C/) �/E � <br /> D U) <br /> r L <br /> C CONT.600TI50-43,SPLICE AS (D C CHANNEL PER PLAN O r <br /> REQ'D PER TYPICAL DETAIL <br /> Q2 (2)HILTI X-U FASTENERS,TOP ANCO2 IR"DIA HILTI 1/4"KWI EMBEDWUS-EZMENT <br /> SCREW w � Uj <br /> TRACK TO HS5 POST BOTH SIDES 4'-0"oz wMAXl/4"EMBEDMENT A7 <br /> I 2 <br /> ( WALL STUD PER PLAN ( EXISTING CONCRETE WALL Q <br /> Q HILTI X-U FASTENER AT 12"oc. ®EDGE OF 6AWGUT OPENING <br /> SND TO HSS POST <br /> Nt <br /> I II II I m <br /> II 4 0 <br /> C) <br /> I II II I <br /> I II II I <br /> II Q <br /> TYP � A INSTALL THIS DETAIL PRIOR TO � <br /> CUTTING OPENING IN WALL. <br /> I II II I <br /> 4 <br /> 107 TOP TRACK AT HSS POST 103 STEEL CHANNEL AT EXISTING TILT-UP PANEL <br /> 101-210143 NO SCALE I03-2I0143 NO SCALE <br /> K <br /> U <br /> (3)CONT SOOT150-43 (D HS5 PER PLAN a <br /> (1)EXISTNG WOOD STUD WALL OR Q2 C CHANNEL HEADER PER PLAN <br /> BEAM <br /> Q3 -10 SCREW EACH FLANGE EACH <br /> JOIST o <br /> I I <br /> Q(2)-10 WOOD SCREWS AT 16"oz. w <br /> 2 <br /> F CD <br /> I I <br /> 4 DATE: Apd130,2021 <br /> DESIGN BY: EBA <br /> PROJECT MGR: EBA <br /> ZA'I I I <br /> I PROJECT NO: 210743 <br /> I I <br /> 1 I I <br /> A INSTALL THIS DETAIL PRIOR TO DETAILS <br /> I/4 CUTTING OPENING IN WALL <br /> I I <br /> I I <br /> I I <br /> I I <br /> 10g CEILING JOIST AT WOOD WALL 104 STEEL CHANNEL AT TUBE STEEL ^ , <br /> v I08-2'0143 NO SCALE I04-I9'820002 NO SCALE J -I <br />