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VAN <br /> ►%F ut, waiter <br /> JOIST PER PLAN JOIST PER PLAN JOIST PER CUT AND BEND WEB JOIST PER END OF EACH BOX BEAM, r �nnI, p moore <br /> BLOCKING MATCH BLOCKING MATCH (4)#10 SMS AT JOIST SPLICE TRACK TO PLAN FOR ATTACHMENT W T/WALL PER ELEVATIONS <br /> TH PLAN 6"MIN 6"MIN ill"GAP MAX BETWEEN VIVATNJALL PER ELEVATIONS <br /> CEILING JOIST CEILING JOIST OVER DIVIDING WALL JOIST SIDS <br /> PER ELEVATIONS S (2)#12 SMS TO JOIST BOX BEAM ENDS. <br /> ------ Walter P Moore and Associates,Inc. <br /> I - i 203 North LaSalle Street,Suite 2100 <br /> Chicago,It.60601 <br /> CONT CEILING JOIST -------- <br /> BLOCKING MATCHING <br /> CONT TRACK REFER TO DETAIL B AT PROVIDE STIFFENER CONT TRACK CEILING JOIST CFMF SPLICE MATCHING BOX <br /> SPLICE LOCATIONS CONTINUOUS TRACK PER 10/S-300 BEAM CFMF SIZE AND GAGE. <br /> PROVIDE STIFFENER PROVIDE BLKG PER PLAN (2)#10 SMS BOT 312.260.2900 <br /> STIFFENER WHERE REQUIRED FLANGE OF SPLICE CFMF SPLICE ON EACH SIDE <br /> PER 10/S-300 PER 10/S-300 TO TOP TRACK OF OF BOX BEAM <br /> WALL (6)#11I SMS EACH SIDE OF Project Name <br /> (2)#10 SMS BOT BOX BEAM SPLICE <br /> WALL GYPSUM OR WALL GYPSUM OR WALL GYPSUM OR WALL GYPSUM OR FLANGE OF BLKG TO WALL GYPSUM OR <br /> PLYWOOD PER PLAN, PLYWOOD PER PLAN, PLYWOOD PER PLAN, PLYWOOD PER PLAN, TOP TRACK OF WALL PLYWOOD PER PLAN, PROVIDE STIFFENER <br /> NAILING NOT SHOWN SAD AS REQUIRED NAILING NOT SHOWN NAILING NOT SHOWN NAILING NOT SHOWN PER 10/S-300 <br /> NAILING NOT SHOWN <br /> NV5 - ZAP <br /> A.JOIST PERPENDICULAR TO WALL SUPPORT B.JOIST PERPENDICULAR TO WALL SUPPORT WITH SPLICE C.JOIST PERPENDICULAR TO WALL SUPPORT D.JOIST PARALLEL TO WALL SUPPORT E.BOX BEAM SPLICE PERPENDICULAR TO WALL ENERGY <br /> 2 <br /> NOTE: <br /> 1. ROOF AND CEILING JOISTS SHALL BE ALIGNED WITH WALL STUDS <br /> Client'. <br /> TYPICAL FRAMING DETAILS <br /> 4 ND SCALE ZAP ENERGY <br /> Keyplan <br /> JAMB STUD PER SHED DBJ JAMB WHERE OCCURS <br /> JOISTS OR RAFTERS 54MILx1/2"TRACK W/(2)#10 <br /> BOTTOM TRACK PER 1/S-300 0)#10 EA SIDE,EA.STUD SMS EA VERT STUD&#10 <br /> SMS EA FL EA JOIST WALL STUD <br /> PER SECTION <br /> JAMB STUDS JOIST PER SECTION <br /> OPENING ELEVATION VIEW Issues/Revisions: <br /> iv <br /> 2-#102GA WITH ISSUED FOR PERMIT- <br /> 2-#10 3"3"AP APART TO S. 3.9 3" S. <br /> JAMB STUD (4)SCREW ANCHOR AT <br /> 0 o EA JAMB WHERE TRACK 2ND REVIEW <br /> 0 <br /> - IS CONTINUOUS(3"MIN No. Date Description <br /> CONC EDGE DIST) <br /> 1 10/09/24 ISSUE FOR PERMIT <br /> 11/13/24 2ND REVIEW <br /> 5/8"HILTI KB-TZ2 1/4"MAX GAP <br /> WEDGE ANCHOR W/4 <br /> 1/2'.NOM EMBED @ <br /> DOORJAMB <br /> I <br /> (2)WEDGE ANCHOR MAY (2)5/8"HILTI KB-TZ2 <br /> L90 CLIP,TYP EA END BE OMITTED AT DOOR JAMB WEDGE ANCHOR W/4 <br /> 16 GA(MIN)TRACK,MATCH 1/2"NOM EMBED @ <br /> JOIST DEPTH. TRACK STOPS AT DOOR JAMB DOORJAMB <br /> PLAN VIEW <br /> NOTE: <br /> 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION <br /> R TYPICAL JOIST BRIDGING DETAIL JAMB CONNECTION AT SLAB r��+ JAMB CONNECTION AT SLAB JOIST TO WALL DETAIL <br /> `' NO SCALE NO SCALE `� NO SCALE 5 NO SCALE <br /> e <br /> `yy Project Number. Drawn By <br /> �I <br /> D24.24007.00 GB/MC <br /> Approved By: Checked By: <br /> w` #10 SCREWS @ 12"OC TOP& OIL OIL <br /> c- BOTTOM(TYP) Certification Statement: <br /> TO THE BEST OF THE ENGINEER'S KNOWLEDGE, <br /> THE PLANS AND SPECIFICATIONS COMPLY WITH <br /> z THE APPLICABLE MINIMUM BUILDING CODES. <br /> Seal and Signature <br /> JOIST <br /> 4 BOOC T� <br /> 0 <br /> of <br /> 2 HEADER JOIST C- <br /> SHAPE INSIDE A <br /> rn TRACK 1! 3.POP4 <br /> ._ #10 SCREWS @ 12"OC <br /> TOP&BOTTOM(TYP) <br /> TRIMMER JOIS �S��pNA`E1aC>` <br /> 09 04.2025 <br /> 2 BLOCKING W/L90 HEADER JOIST Copyright c 2024 b Walter P.Moore and Associates,Inc. <br /> L90 CLIP W/(10)#10 CLIP EA END,TYP () y <br /> _ SMS EA END OF <br /> HEADER This document and the information herein is the property of Walter R <br /> m Moore and Associates,Inc.No part hereof shall be copled, <br /> E SEE DETAIL10/S-303. duplicated,distributed,disclosed or used to any extent whatsoever <br /> JOIST except as expressly authorized by Walter R Moore and Associates, <br /> OInc.Any person,firm,or corporation receiving this document, <br /> JOIST JOIST however obtained,shall by virtue hereof,be deemed to have agreed <br /> to the forgoing restrictions and that this document will be held in trust <br /> and confidence subject only to the private use expressly authorized <br /> CS14 STRAP,TYP EA by Walter P.Moore and Associates,Inc. <br /> w` <br /> SIDE OF OPENING <br /> a TRIMMER JOIST Drawing Title <br /> C-SHAPE INSIDE A IMMER JOIST _ <br /> ZTRACK(TYP.) <br /> g b TYPICAL METAL <br /> NOTE: <br /> 1. STRAP AT EDGE OF OPENING NOT SHOWN STUD DETAILS <br /> ryFOR CLARITY,SEE DETAIL 9/S-303 <br /> City of Everett Permit Services <br /> 0 <br /> EVERETT Reviewed for Permit 12/09/2024 <br /> ROOF HEADER AND TRIMMER DETAIL ROOF OPENING DETAIL Sheet No.: <br /> o NO SCALE 9 NO SALE S-3 0 3 <br />