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___ ____ _ _ ____,___ FIELD NAILING(FIN) <br /> -- --- - - --- ----'--- 12"OC TYPICAL UNO •` <br /> r ill iI NAIL EDGE SHEATHING TO ►w Tom,► waiter <br /> STAGGER _—II _____---II-- __.=I3:3=-- ATEACH�BLOCKING SCHEDU E HOLDOWN POST A&MAt p moore <br /> SHEATHING PANEL EDGE,TYPICAL lift <br /> HOLDOWN OFFSETSCREW <br /> ______ ____I TYPICAL CONNECTED HD, <br /> ~ AS SHOWN Walter P Moore and Associates,Inc. <br /> SHEATHING PANEL <br /> REF PLAN FOR - 203 North LaSalle Street,Suite 2100 <br /> - - ____ - - - - __= THICKNESS <br /> Chicago,IL 60601 <br /> NOM <br /> o <br /> --____ -- -g --I ______ —I--- OTHER PANEL EDGE EMBED w <br /> NAILING,REF PLAN -w <br /> z w <br /> i � I <br /> --- -- --- - - -- -- --- --- CONTINUOUS PANEL <br /> i <br /> EDGE NAILING(EN), <br /> REF PLANS WEDGE ANCHOR PER SCHEDULE g. THREADED ROD IN DRILLED <br /> HOLE FILLED W/EPDXY 7 3/4 <br /> --- ---- - - - --- ---- --- SHEATHING PANEL FACE MIN PER SCHEDULE,TYP MIN(SEE NOTE 4) Project Name <br /> GRAIN PERPENDICULAR <br /> a TO JOISTS,TYPICAL <br /> -_-_-_-_ -_-_ SINGLE"H OC D" B DOUBLE SIDED DOUBLE SIDED <br /> Z JOOR <br /> SIZE AND SPACING, <br /> TS,REF PLAN O O HOLDOWNS W/ HOLDOWNS W/ <br /> WEDGE ANCHORS EPDXY ANCHORS <br /> _____ _ = <br /> DIAPHRAGM TYPICAL ANCHOR NV5 - ZAP <br /> BOUNDARY MARK HOLDOWN ANCHOR DESCRIPTION ANCHOR EMBED <br /> NAILING(BN) . . . DIAMETER PER PLAN (NOTES) NOTES: ENERGY <br /> 2'I- p^MIN <br /> A S/HDU4 HILTI KB-TZ2 WEDGE ANCHOR 5/8" 41/2" 1. SEE PLAN FOR SIZES AND LOCATIONS OF URER T A HIEVESIMPSON DESIGNATIONS USED. <br /> 2. USE FASTENERS SPECIFIED BY MANUFACTURER TO ACHIEVE MAXIMUM DESIGN VALUE. <br /> NOTES: 3. FOLLOW ALL MANUFACTURER'S GUIDELINES NECESSARY TO ACHIEVE MAXIMUM DESIGN VALUES. <br /> 1. PROVIDE SCREW SIZE AND SPACING PER 8/S-301 B (2)S/HDU4 HILTI KB-TZ2 WEDGE ANCHOR 5/8" 4 1/2" 4. ADD SISTERED STUDS PER DIET 4/S-300 AS NEEDED TO OBTAIN THE MINIMUM SPACING BETWEEN <br /> 2. ALL SHEATHING END JOINTS SHALL BE STAGGERED 2'-0"MIN AS INDICATED. ANCHORS <br /> 3. LONG DIMENSION OF SHEATHING SHALL BE LAID PERPENDICULAR TO JOIST. O (2)S/HDU4 THREADED ROD W/HILTI HIT- 11.1 4 1/2" 5. ANCHOR EMBEDMENTS INDICATED ARE NOMINAL VALUES FOR WEDGE ANCHORS AND EFFECTIVE <br /> 4. ROV E MIN 8"ED E DIS NCE ORS ATHI EDG NAILI RE 500 V3 EPDXY ADHESIVE I I VALUES FOR EPDXY ANCHORS <br /> R R N N F H IN D Client <br /> 6. INSTALL PANEL EDGE BLOCKING ONLY WHERE REQUIRED PER SHEATHING NAILING <br /> SCHEDULE,SEE B/S-301 <br /> C R O S A I HOLDOWN AT FOUNDATION NOT USED <br /> 4 NO SCALE NO SCALE NO SCALE ZAP ENERGY <br /> A <br /> Keyplan: <br /> SHEATHING NAILING SCHEDULE <br /> MARK SCREW BOUNDARY CONTINUOUS STAGGERED DETAIL BLOCKING DIAPHRAGM EDGE SHEAR CLIP <br /> SIZE EDGE NAIL PANEL JOINT PANEL JOINT REQUIRED LEDGER NAILING SPACING <br /> SPACING EDGE NAIL EDGE NAIL (ORSCREWSAS 1/2"STAGGER WHERE SCREWS <br /> SPACING SPACING NOTED) ARE SPACED AT LESS THAN 3" <br /> #10 6" 6" 6" O NO #10 @ 6"OC LTPS @ 2'-0"OC <br /> _ _ __ w • RIM JOIST Issues/Revisions <br /> FSHEA <br /> WALL BELOW OCCURS w a=R CLIPS WHERE OR BLKG <br /> _ -_-_-_- <br /> ISSUED FOR PERMIT- <br /> E , NOTES: i do rn JOIST OR z BLOCKING MATCH <br /> 1. MINIMUM SHEATHING WIDTH IS 24". 03 CEILING JOIST 2ND REVIEW <br /> --- ----I --------- - 2. SEE PLAN FOR FIRE RETARDANT PLYWOOD/OSB GRADES AND THICKNESS. j x u BLKG ro JOIST PER PLAN <br /> FIRE RETARDANT <br /> 1 3. AT UNBLOCKED SHEATHING JOINT,JOINT SHALL BE COMPOSED OF O U • o No. Date Description <br /> r-- -- --- ------ - PLVWOODIOSB PANEL, m <br /> -- --- -_I - ------ FACE GRAIN MATCHING TONGUE AND GROOVE SHEATHING,OR PROVIDE PSCA/PSCL <br /> PERPENDICULAR TO JOIST SHEATHING CLIP OR EQUIVALENT,SPACED PER MANUFACTURER. �___ _________ ______________________________ 1 10/09/24 ISSUE FOR PERMIT <br /> ti ------ -I --- -- - T 4. SHEAR CLIP SPACING AT ROOF ONLY.FOR ALL OTHER CONDITIONS, • • • 11/13/24 2ND REVIEW <br /> EDGE NAILING AT _________I I— II PROVIDE SHEAR CLIPS PER SHEAR WALL SCHEDULE FOR SHEAR WALL z <br /> _-_ ---1 _ JOIST,TYP BELOW. • •---------------- CONT TRACK <br /> BOUNDARY PER --------- ---- ----n - <br /> SCHED A m <br /> ----___ --__I _ STAGGER PANEL JOISTS, • q <br /> - -- TYP o <br /> I PANEL JOINT <br /> CONTINUOUS PANEL F-- -- ---I ------- - SCREW SPACING LTPS @V24" PROVIDE STIFFENER <br /> FIELD NAILING 12"OC AT PANEL <br /> JOINT NAILING PER @ EDGE PER SCHED <br /> SCHED r==- --==1 =-_____ - ALL INTERMEDIATE <br /> SUPPORTS <br /> DETAIL PER SCHED IL _-_-_-_ - - --_-_ -_-_i �l1 ROW �1 NAILING@ �1 SHEAR CLIPS@ <br /> BLOCKING PER SCHED,SEE J EXTERIOR WALLS INTERIOR WALLS <br /> DETAIL"DIAPHRAGM <br /> -- PLYWOOD/OSB NAILING" <br /> GR DIAPHRAGM NAILING SCHEDULE <br /> `�' NO SCALE <br /> `yy Project Number: Drawn By: <br /> �I <br /> D24.24007.00 GB/MC <br /> Approved By: Checked By: <br /> QL QL <br /> w` <br /> a Certification Statement <br /> TO THE BEST OF THE ENGINEER'S KNOWLEDGE, <br /> THE PLANS AND SPECIFICATIONS COMPLY WITH <br /> z 4x12 BLKG(FLAT)W/ THE APPLICABLE MINIMUM BUILDING CODES. <br /> SIMPSON A34 @ EA Seal and Signature <br /> SIDE @ EA END <br /> o 4 c�F/,W0.S4 <br /> 2 (E)PURLIN BEYOND a <br /> r [? <br /> 9 <br /> 1! 3.204 <br /> 600T125-54 W/(8)#14x3" <br /> of WOOD SCREWS INTO <br /> BLOCKING /ONAIL <br /> 08.04.POPS <br /> 0 60 DEG(MAX) Copyright(c)2024 by Walter P.Moore and Associates,Inc. <br /> 60OS162-54 DIAG BRACE This document and the information herein is the property of Walter P. <br /> m W/(5)#10 SMS @BOTTOM Moore and Associates,Inc.No part hereof shall be copied, <br /> E &(4)#10 SMS @ TOP. duplicated,distributed,disclosed or used to any extent whatsoever <br /> LENGTH=8'-0"(MAX) xoept as expressly authorized by Waiter P.Moore and Associates, <br /> OInc.Any person,firm,or corporation receiving this document, <br /> (E)WALL STUD however obtained,shall by virtue hereof,be deemed to have agreed <br /> to the forgoing restrictions and that this document will be held in Wst <br /> and confidence subject only to the private use expressly authorized <br /> by Walter P.Moore and Associates,Inc. <br /> W <br /> Drawing Title <br /> z <br /> g TYPICAL METAL <br /> STUD DETAILS <br /> o ` City of Everett Permit Services <br /> X 9 TYPICAL WALL BRACING DETAIL EVERETT Reviewed for Permit 12/09/2024 <br /> 1 -p p. Sheet No.: <br /> S-301 <br />