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TYP 1/8 1.5"@16 2412 SMS @i6" ADD 16GA WALL STUDS PER 4 0 VAN <br /> OC,TYP TRACK,TYP SCHEDULE,TYP5-302 1 WIT T�,1 waiter <br /> r I AV,&TAI p moore <br /> METAL STUD WALL SCHEDULE <br /> ,•A <br /> L "DUCT/- MAX STUD Walter P Moore and Associates,Inc. <br /> ,OTHER, I STUD DEPTH STUD HEIGHT MINIMUM STUD SHAPE SPACING TOP/BOTTOM TRACK <br /> 203 North LaSalle Street,Suite 2100 <br /> STUDS PER #8 SMS @16" STUDS PER <br /> SCHEDULE OC EA FLANGE SCHEDULE 600S200-54 16 GA 24"O.C. 60OT200-54 Chicago,IL 60601 <br /> 6"WALLS 0'-0"TO 15'-0" ( ) <br /> WELD OPTION SCREW OPTION 10"x16GASTUD 0 3 s TYP <br /> EACH SIDE <br /> 5-300 5-300 <br /> JAMB STUD SCHEDULE 6"xl6GA STUD #8 SMS @i6"OC �_.AA <br /> 2"OC 312.260.2900 <br /> EACH SIDE TYP CAL NUMBER MAX MIN JAMB 6GA ACI Project Name <br /> OFSTUDS ALLOWABLE STUD DEPTH TOP AND BOT TOP AND BOT % <br /> AND GAGE OPENING (1) � j <br /> DOOR- <br /> ALL BRACING AT <br /> (2)STUDS �� / W <br /> 16GA 12'-0" 6"MIN L < 8' 8'< L < 12' MID HEIGHT PER 1IS-302 <br /> (3)STUDS 18,-0" 6"MIN JAMBE 4 /^\ <br /> 16GA NOTES: NV5 - ZAP <br /> TYP 5-300 '�\ 1. PROVIDE MIN(1)LAYER OF 5/8"THK GYPSUM WITH#8 SMS @12"OC FIELD NAILING <br /> AND @6 OC EDGE NAILING. <br /> 2. STUD YIELD STRENGTH: ENERGY <br /> Ld A. FOR 43 MIL(18 GA.)AND LIGHTER,MIN Fy=33KSI. <br /> B. FOR 54 MIL(16 GA.)AND HEAVIER,MIN Fy=50KSI. <br /> L 3. PROVIDE MID-HEIGHT LATERAL BRACING PER DETAIL 1/S-302 OR 2/S-302. <br /> NOTE: JAMB STUDS AT <br /> 1. JAMB STUD DEPTHS SHALL MATCH TYPICAL WALL STUD DETPHS, <br /> OPENING,SEE DETAIL4/S-300 <br /> UNLESS NOTED OTHERWISE. Client <br /> 2. MAX ALLOWABLE OPENING WIDTH IS THE COMBINED OPENING WIDTH <br /> L1+L2 AT ADJACENT OPENINGS. <br /> JAMBS n} HEADERS TYPICAL METAL STUD FRAMING ELEVATION METAL STUD WALL SCHEDULE ZAP ENERGY <br /> 4 NO SCALE NO SCALE 2 NO SCALE NO SCALE <br /> Keyplan: <br /> 1/2' 1/z" <br /> 1",k�\ EQ 1",k�\ EO <br /> 3"MIN TOP l\µ 1/2^ l\ 1/2" <br /> CRIPPLE TO NEAREST AND SOT j 1\ 3"MIN TOP 1'g\ <br /> STUDS PUNCH-OUT O AND BAT <br /> TO NEAREST <br /> PUNCH-OUT " <br /> 2"x2"xl6 GA CLIP <br /> ANGLES,ONE TOP CRIPPLE 2"x2"xi6 GA CLIP Issues/Revisions <br /> AND BOTTOM OF STUDS ANGLES,ONE TOP TRACK SECTION <br /> CENTER CEILING FRAMING OVER METAL FRAMING HEADER ill"LESS AND BOTTOM OF x HEADER DEPTH ISSUED FOR PERMIT- <br /> STUD FRAMING,TYP REFER PLAN THAN STUD WIDTH HEADERLESS WITH SMS <br /> WITH SMS THAN STUDD JAMB <br /> AN WIDTH TOOJ1 2ND REVIEW <br /> LEGWITH EACH LEG i% 34112 <br /> AS SIDE OF EACH <br /> SHOWN ABOVE <br /> I SHOWN ABOVE No. Date Description <br /> TOPTRACK 1 10/09/24 ISSUE FOR PERMIT <br /> HEADER ATTACHMENT fn 11/13/24 2ND REVIEW <br /> AS SHOWN IN AA-A EQ k <br /> DOUBLE STUD AT ENDS,BACK TO <br /> BACK <br /> k <br /> JAMB STUDS JAMB STUDS EQ <br /> 15/32"STRUCT(4-PLY) k <br /> SHEATHING <br /> 1 Y2" <br /> # EACH <br /> FL <br /> FLANGE SMS EACH <br /> #10 SMS PANEL EDGE FLANGE <br /> SCREWS@6"OC, L < 4' HEADER PER 4' < L < 18' HEADER ATTACHMENT <br /> TYPICAL DETAIL 3/S-300 HEADER PER A_A <br /> DETAIL 3/S-300 <br /> REFER TO 9/S-300 <br /> HEADER AND JAMB CONNECTION <br /> NO SCALE <br /> e <br /> `yy Project Number. Drawn By <br /> �I CONTINUOUS BOTTOM TRACK D24.24007.00 GB/MC <br /> PER SCHEDULE Approved By: Checked By: <br /> w` JOIST OIL OIL <br /> o- Certification Statement <br /> POST-INSTALLED ANCHOR PER TO THE BEST OF THE ENGINEER'S KNOWLEDGE, <br /> DIET 11/S-302,TYP THE PLANS AND SPECIFICATIONS COMPLY WITH <br /> z #10 PANEL FIELD SCREWS 6"x 12 GA WEB THE APPLICABLE MINIMUM BUILDING CODES. <br /> @12"OC,TYPICAL STIFFENER W/(3)#10 <br /> HOLDOWN AT JAMB COLUMNS, SMS(MIN)TO JOIST Seal and Signature <br /> PER PLAN <br /> a HOLDOWN ANCHOR PER TRACK IT <br /> 0 N <br /> (E)SLAB-ON-GRADE SCHEDULE,TYP EA END (4)#8 SMS TO <br /> WALL STUD <br /> 2 l STUD "I v, 11 3.2024 <br /> (3)#8 WOOD SCREWS ¢ <br /> — B TO BACKING EA SIDE po `�rrx" <br /> S u P' /ONAIENvx` <br /> a INTERIOR WALL I% .04.2025 <br /> ; <br /> 2 EQ s "ED EQ n EQ EQ 6"x 12 GA WEB <br /> STIFFENER WI "I 2x BACKING PER DETAIL Copyright(c)2024 by Walter P.Moore and Associates,Inc. <br /> (3)#10 SMS(MIN) JOIST This document and the information herein is the property of Walter P. <br /> TO JOIST Moore and Associates,Inc.No part hereof shall be copled, <br /> SIMPSON'WBAC' ce <br /> duplicated,distributed,disclosed or used to any extent whatsoever <br /> E CONNECTOR,TYP xPt as expressly authorized by Waiter R Moore and Associates, <br /> oRIM TRACK %i%'i' inc Any person,firm,or corporation receiving this document, <br /> %I I% however obtained,shall by virtue hereof,be deemed to have agreed <br /> %I WALL STUD PER PLAN to the d confidelncerestrictions suti subject onlynd o the <br /> this de use expressly reil bessly authorized in d t/ y private p you <br /> by Walter P.Moore and Associates,Inc. <br /> W <br /> Drawing Title: <br /> TRACK <br /> z <br /> g STUD TYPICAL METAL <br /> STUD DETAILS <br /> N � END WALL ` City of Everett Permit Services <br /> TYPICAL SHEAR WALL SHEATHING TYPICAL STIFFENER AT WALLS METAL STUD BACKING EVERETT Reviewed for Permit 12/09/2024 <br /> X &_�MI�AL 1 NO SCALE O NO SCALE <br /> S-300 <br />