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WHERE BRACING TERMINATES AT BUILT-UPJAMB •` <br /> OR POST,EXTEND CHANNEL INTO PUNCH-OUT. MINIMUM 43MIL RUNNER TRACK SOLID BLOCKING A <br /> USE CLIP ANGLE,2HAANNEL I 1 1/4"SHORTER @ 10'-0"O.C.MAXIMUM.MAKE RUNNER TRACK ►VAT TA wa I to r <br /> �• <br /> THAN STUD WIDTH,Fy=33ksi.ATTACH USING 8"LONGER THAN STUD INSIDE SPACING.CLIP ��f moore <br /> A THAN SCREWS. FLANGES OF TRACK 4"FROM EACH END.BEND <br /> (4#10TRACK AT CLIPPED FLANGES. 1MA <br /> 1 1/4"1 STRAPPING,SCR Walter P Moore and Associates,Inc. <br /> 2 ATTACH TO EVH(i)t110-16 SCREW.ERY STUD FLANGE, <br /> BOTH SIDES WITH 203 North LaSalle Street,Suite 2100 <br /> (STRAPPING TO START AND END ON Chicago,IL 60601 <br /> %ENING WID TRACK PER DETAIL 3/S-300 FOR SPACING.15OU50-54 COLD ROLLED SOLID BLOCKING.) <br /> CHANNEL.SEE SECTION <br /> ANGLE 3x3x68 WITH(4)#10 <br /> SCREWS EACH LEG <br /> 312.260.2900 <br /> SMS PER DETAIL 3/S-300 <br /> Project Name <br /> CLIP ANGLE 2"x2"x54MIL.1/4" <br /> i2 SHORTER THAN STUD WIDTH,Fy--33ksi. <br /> STUDS PER DETAIL 3/S-300 ATTACH USING(4#10 SCREWS.CLIP SCREW ATTACH BOTH PARTS <br /> ANGLE TO BE PLACED AT EACH STUD. OF CUT FLANGE TO STUD ON <br /> JAMB PER DETAIL4IS-300 TRACK EACH SIDE WITH(2)ik10-16 <br /> SECTION A TYPICAL LATERAL BRACING SPLICE USE: SCREWS. N V5 — ZAP <br /> 0)12"LONG CRC INVERTED OVER ENERGY <br /> CENTER OF SPLICE WITH(3)#10 SCREWS AT BLOCKING OR SPLICE <br /> WALL STU ON EACH SIDE OF SPLICE. WALL STUD USE(6)#10-16 SCREWS <br /> SEE SECTION. ON EACH SIDE OF BLOCKING. <br /> NOTES: <br /> 1. PREPARE BRIDGING @ 4'-0"OC MAX NOTES: <br /> 1. PROVIDE BRIDGING AT 4'-0"OC MAX, <br /> Client <br /> TYPICAL METAL <br /> TYPICAL OPENING IN STEEL STUD WALL TYPICAL ALTERNATE LATERAL BRACING STUD WALL LATERAL BRACING ZAP ENERGY <br /> 4 NO SCALE � NO SCALE 1 NO SCALE <br /> Keyplan <br /> AT CONTRACTORS OPTION,A <br /> 3§"x6"x43 MIL SPLICE PLATE MAY AT CONTRACTORS OPTION,A <br /> BE USED IN LIEU OF TRACK LAP 3 1'W"x43MIL SPLICE PLATE MAY <br /> BE USED IN LIEU OF TRACK LAP <br /> WALL STUDS. <br /> LAP JOINT,COPE FLANGES SEE SCHEDULE <br /> OF TRACK AS REQUIRED RUNNER TRACK. LAP JOINT.COPE FLANGES <br /> AT CORNER. SEE SECTION SEE SCHEDULE. OF TRACK AS REQUIRED AT <br /> ( SCREWS A NOTE: FOR SPACING. (4)#10 SCREW— CORNER. <br /> CORNER. <br /> ER. 5/8"HILTI KB-TZ2 WEDGE ANCHOR ALL LOAD BEARING STUDS AT CORNER. Issues/Revisions <br /> W/4 1/2"NOM EMBED MUST BE FULLY SEATED IN <br /> (1 #10 SCREW AT EACH TRACK,GAP BETWEEN w <br /> STUD FLANGE. STUD WEB AND TRACK MAY mZ ISSUED FOR PERMIT- <br /> NOT EXCEED Ya" g¢ 2ND REVIEW <br /> RUNNER TRACK. w rn EACH SCREW AT <br /> SEE SCHEDULE. Z— EACH STUD FLANGE. <br /> �w No. Date I Description <br /> w PLAN VIEW 1 10/09/24 ISSUE FOR PERMIT <br /> (1)if10 SCREW @ EACH FLANGE. 11/13/24 2ND REVIEW <br /> �N <br /> BUTT ENDS OF TRACK. CONCRETE SLAB 5/8"HILTI KB-TZ2 WEDGE <br /> CONCRETE SLAB AS SHOWN. ANCHOR W/41/2"NOM <br /> TRACK CONNX.TO SLAB EMBED @48"OC <br /> TYPICAL TOP TRACK CORN ER TIE TYPICAL BOTTOM TRACK SPLICE TYPICAL TOP TRACK INTERSECTION <br /> NO SCALE NO SCALE � NO SCALE <br /> e <br /> `yy Project Number. Drawn By <br /> �IADJACENT D24.24007.00 GB/MC <br /> ` f MEMBER Approved By: Checked By: <br /> w` (4)#10 #10 SCREWS AT QL QL <br /> o- SCREWS. >< TRACK '� TO STUD Certification Statement: <br /> ^q BLOCK 16"O.C.STUD TO THE BEST J THE ENGINEER'S KNOWLEDGE,THE PLANS AND <br /> SPECIFICATIONS COMPLY WITH <br /> 2#10 SCREWS STUD TYPICAL ADDITIONAL STUD THE APPLICABLE MINIMUM BUILDING CODES. <br /> Z () <br /> EACH SIDE AS REQ'D. Seal and Signature <br /> 1. 2-STUD 3-STUD 4-STUD <br /> POST POST POST <br /> o OUOC T(E. <br /> "�\C�' t�F�0.5Nh <br /> 2 w WALL TRACK y 11 3.2024 <br /> n a <br /> n SEE SCHEDULE <br /> TRACK BLOCK Q <br /> z #10 SMS EACH SIDE TYPICAL TRACK <br /> of so 6"LONG SECTION OF � G2 <br /> 1ce <br /> ; F n T125-33 TRACK S/ONALEN <br /> so TYPICAL CORNER 0204 E025 <br /> x BUILT-UP POST. + <br /> o w + Copyright(c)2024 by Walter P.Moore and Associates,Inc. <br /> LATERAL BRACING.EXTEND <br /> BRACING MEMBER INTO EACH #10 SCREWS AT This document and the information herein is the property of Walter R <br /> m a \ SIDE OF BUILT-UP MEMBER. 16"O.C.STUD Moore and Associates,lnc.No pan hereof shall be copled, <br /> 5/8"HILTI KB-TZ2 WEDGE duplicated,distributed,disclosed or used to any extent whatsoever <br /> E ANCHOR W/4 1/2"NOM ATTACH BRACING TO EACH TO STUD except as expressly authorized by Walter R Moore and Associates, <br /> $ SIDE OF POST.SEE TYPICAL lnc An <br /> m EMBED @ 48"OC y person,frm,or corporation receiving this document, <br /> g + DETAIL. STUD TYPICAL however obtained,shall by virtue hereof,be deemed to have agreed <br /> 52 TYPICAL TRACK ADDITIONAL STUD to the forgoing restrictions and that this document will be held in trust <br /> As REQi and confidence subject only to the private use expressly authorized <br /> W `a III by Walter P.Moore and Associates,Inc. <br /> #10 SCREW S AT Drawing Title: <br /> 16"O.C.STUD <br /> TO STUD <br /> j + ATTACH USING#10 <br /> Z + SCREWS EACH FLANGE <br /> g CONNECT ALL STUDS USING @ 16"Q.G. TYPICAL METAL <br /> TRACK BLOCK CONNECTORS <br /> AS SHOWN.(SEE INSET.) STUD DETAILS <br /> TYPICAL INTERSECTIONS <br /> TYPICAL WALL ` City of Everett Permit Services <br /> TYPICAL METAL STUD BOTTOM TRACK YPICAL BUILT-UP POST IN WALL CORNERS_AND EVERETT Reviewed for Permit l2/09/2024 <br /> XA Sheet No.: <br /> 11 NO SCALE &_I NO SCALE NO SCALE <br /> S-302 <br />