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1645 Village Center Circle Suite 10 <br /> Las Vegas,NV 89134 <br /> (D 1/2"MIN.CAP PLATE UN.O. 702.933.7000 wrightengineem.com <br /> NV@wrightengineers.com <br /> Q MIN,WELD 51ZE PER AISC 360, <br /> TABLE J2A <br /> O Q2 4 MIN. 03 CAP PLATE TO COLUMN WEB N <br /> 2 4 MIN. 2 MIN. ® O CAP PLATE TO COLUMN FLANGE, <br /> TYP.BOTH FLANGES AT BOTH <br /> SIDES OF COLUMN WEB <br /> COMECiKNN FASTENERS <br /> ©CAP PLATE THICKNESS SHALL BRIDGING TO JOIST SEE TYPICAL DETAIL 05 <br /> ��� BE EQUAL TO COLUMN WALL BOTTOM TRACK TO RIM OR TOP TRACK(AT SHEAR <br /> /1 WDE FLANGE COLUMN 15THICIcNESSGREATER <br /> OR D. WIICHEVER WALL$,SEE SHEAR WALL SCHEDULE) 010 x 1 Id"AT 16"oz. <br /> 15 GREATER UNA. BOTTOM TRACK/TOP TRACK TO STUD (2)-8 x 1/2" <br /> TOP AND BOTTOM TRACK TO POST (2)3 x 1/2"SCREWS,EACH MEMBER <br /> TOP TRACK,LAPS AND INTERSECTIONS COPE INTERSECTING TRACK AND FASTEN w/(2)-8 SCREWS <br /> 7CAL TOP TRACK SPLICE SEE TYPICAL DETAIL 06 <br /> IR"MAX JAMB STUD TO HEADER SEE CPS BUILT-UP HEADER SCHEDULE <br /> O TYP A ADJOINING FRAMING AS OCCURS <br /> NOT NOUN FOR CLARITY A. MINIMUM FASTENERS THIS SCHEDULE APPLIES UNA.ON PLANS AND DETAILS. <br /> I I <br /> I I <br /> B HSS OR PIPE COLUMN o <br /> -J <br /> 04 TYPICAL COLUMN CAP PLATE 01 TYPICAL CFS FASTENER SCHEDULE 1y1s 5 aF`�5 <br /> SOWS 010514 NO WALE 1 01-210143 NO BOALE s Q� <br /> (D CEILING FINISH PER ARCHITECT QI 150005 0-5 4,33 U-CHANNEL <br /> ( CEILING JOIST PER SCHEDULE BRIDGING <br /> (D SIMPSON SUBH325 BRIDGING <br /> Q3 16 GA.x 2"CONT.U CHANNEL, CONNECTOR AT 33 MIL TO 54 MIL <br /> ATTACH TO WALL STUD AT EA.END STUDS. SIMPSON MSU514325 Z <br /> ®90 SCREW EA JOIST BRIDGING CONNECTION AT 68 MIL W <br /> 10 S1 MIL STUDS <br /> 4 2 Q3 (2)r11 SCREW W <br /> '` ®COPED XXXT150-43 AT EACH END > <br /> x OF WALL,AT 12'-0"oz,ADJACENT O <br /> TO W SH ALL OPENINGS AND EAR <br /> WALL JAMB STUDS n/ <br /> (1)CONT.20 GA.x 2"HORIZONTAL LaL <br /> STRAP,EACH SIDE OF WALL <br /> 1 ©(4)-INI/2"SOWS,STRAP TO <br /> BLOCK <br /> (2)-10xl/2"SCREUA,STRAP TO Z O <br /> STUD Q U) N <br /> 81)METAL STUD,8"MAX DEPTH 33 MIL _ 00 <br /> BL�G TO 54 MIL w r^ < <br /> DI w vpJ <br /> 0 CEILING JOIST LATERAL BRACING 0 <br /> 05-210113 NO SCALE D U) <br /> 0 V/ <br /> Q TRACK AT TOP OF W Z:ALL r ; <br /> 2 <br /> (E)STUD SECTION i0 MATCH SIZE AND W � w <br /> GA OF TOP TRACK W/(5)-8 0/ <br /> _ ______ SCREW EACH SIDE <br /> Q <br /> W <br /> 2 0 <br /> U <br /> T" T" 2 <br /> Q <br /> ELEVATION FA7 BRIDGING <br /> A SECTION <br /> O6 TYPICAL TOP TRACK SPLICE 02 CFS STUD WEB BRACING <br /> 415-192 2 2 5 N05CALE 6501-19 200125 NO SCALE <br /> O <br /> QI WALL STUD PER PLAN <br /> Q2 1 1/2"BOTTOM TRACK TO MATCH <br /> GAUGE OF STUDS w/(1)-10 SCREW <br /> EACH FLANGE EACH STUD a <br /> Q HILTI X-GN FASTENERS AT <br /> 24"oc. <br /> ®SLAB ON GRADE z <br /> I I <br /> DATE: Ap130,2021 <br /> n I DESIGN BY: EBA <br /> < PROJECTMGR:EBA <br /> PROJECT NO: 210743 <br /> 11nTmT , TYPICAL DETAILS <br /> A. HILTI X-GN FASTENERS SHALL BE <br /> PER ESR-PI52. <br /> 03 BOTTOM TRACK AT SLAB ON GRADE <br /> yY111 -///�) <br /> 103-I105le I O■ <br />