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••` <br /> 4 ►T A.9, waiter <br /> An••f p moore <br /> SHIELDING PER PLAN 4B T <br /> SHIELDING PER PLAN <br /> 4C EDGE AND FALL ROOF SHEATHING PER 4B iT-0"OIIII, Walter P Moore and Associates,Inc. <br /> S-303 PROTECTION PER PLAN 5-303 ROOF SHEATHING PER S-303 203 North LaSalle Street,Suite 2100 <br /> TYP OWNER 9 15/16, PLAN,TYP ROOF JOIST PER P°°N JOIST PER Chicago,IL 60601 <br /> ROOF JOIST PER PLAN ROOF JOIST PER PLAN <br /> 14, " PLAN 14� 0" <br /> 1' (E)ENERGY <br /> ROOM WALL <br /> 12� SHIELDING PER 312.260.2900 <br /> v Z PLAN <br /> � 4C <br /> (E)PLYWOOD (E)CONCRETE <br /> SHEATHING S-303 Project Name <br /> SHIELDING WALL STUD WALL PER <br /> 8, (E)CEILING JOISTS PER PLAN PLAN <br /> (E)SUSPENDED WALL SHEATHING WALL SHEATHING <br /> WALL SHEATHING CEILING PER PLAN <br /> PER PLAN (E)STUD WALL PER N V 5 - ZAP <br /> (E)STUD WALL PER STUD WALL PLAN <br /> STUD WALL PLAN,TYP PER PLAN ENERGY <br /> PER PLAN 5/8"GYPSUM <br /> I <br /> BOARD 5/8"GYPSUM <br /> BOARD <br /> FIRST FLOOR FIRSTT ILOOR <br /> Client'. <br /> SECTION �/1 SECTION <br /> 4 NO SCALE ` NO SCALE ZAP ENERGY <br /> H H <br /> Keyplan: <br /> 4 <br /> SHIELDING PER PLAN <br /> SHIELDING PER PLAN 4C EDGE AND FALL ROOF SHEATHING PER <br /> 16'-0" 4D ROOF SHEATHING PER PLAN TYP 3-303 PROTECTION PLAN <br /> 5-303 PER OWNER, <br /> ROOF JOIST PER PLAN TYP ROOF JOIST PER PLAN <br /> Y Issues/Revisions: <br /> 12 1� ISSUED FOR PERMIT- <br /> (E)DEMISING WALL SHIELDING PER PLAN SOLID BLKG @ EA STUD, <br /> SEE TVP DETAIL 4D/S-303 <br /> 2ND REVIEW <br /> (E)CEILING JOIST TO 5/8"GYPSUM (E)RIGID INSULATION <br /> WALL CONNECTION PER SHIELDING PER <br /> BOARD No. Date Description <br /> DETAIL 5/S-303 PLAN (E)STUD (E)CEILING JOISTS 1 10/09/24 ISSUE FOR PERMIT <br /> WALL SHEATHING WALL STUD WALL <br /> PER PLAN (E)GWB CEILING PER PLAN 11/13/24 2ND REVIEW <br /> (E)DEMISING WALL TO STUD WALL PANELS <br /> REMAIN PER PLAN <br /> STUD WALL PER (E)STUD WALL PER 5/8"GYPSUM <br /> WALLSHEATHING PLAN PLAN BOARD <br /> PER PLAN <br /> (E)SHRINKAGE <br /> JOINT 5/8"HILTI KB-TZ2 WEDGE <br /> ANCHOR W/4"NOM EMBED <br /> @ 48"OC <br /> 0'� 0� <br /> FIRST FLOOR FIRST FLOOR <br /> NOTE: <br /> 2, SHORE EXISTING CEILING JOISTS PRIOR TO DEMOLITION OF <br /> EXISTING WALL <br /> R SECTION 7 SECTION 6 SECTION <br /> NO SCALE <br /> e <br /> CONT WALL BACKING Project Number: Drawn By <br /> �I D24.24007.00 GB/MC <br /> END,T N'WBAC' <br /> EA END,TYP Approved By: Checked By: <br /> W/ <br /> w #10 x 1 1/2"WOOD OIL OL <br /> o_ SCREW&WASHER Certification Statement: <br /> @AN L S TYP ALL TO THE BEST OF THE ENGINEER'S KNOWLEDGE, <br /> PANEL SIDES.SEE <br /> z NOTE 1 2"MIN THE PLANS AND SPECIFICATIONS COMPLY WITH <br /> Q TOP VIEW THE APPLICABLE MINIMUM BUILDING CODES. <br /> 2 TYP <br /> a g•_g^ Seal and Signature <br /> <a T <br /> 4 3/8"LAG SCREW& QUOC Tt, <br /> 2x8 CONT WALL BACKING W/ f wnsgti <br /> a <br /> o WASHER.EMBED 1 1/2" o <br /> SIMPSON'WBAC' _ <br /> ------------------ TO WALL BACKING a /, <br /> 2 — CONNECTOR TO STUD,TYP (I MIN),TYP.SEE NOTES ~ <br /> m ® y !! 3.POP4 <br /> — 1/8"GAP ° ° p <br /> TYP L <br /> of 6"WIDE STRIP OF 2"MI EDGE OF -" TVP S/ONALENG <br /> SHIELDING OVER SHIELDING 1/8"GAP .04,,2025 <br /> PANEL SEAMS,TYP a . <br /> o tv II ? Copyright(c)2024 by Walter P.Moore and Associates,Inc. <br /> WALL STUD PER PLAN <br /> This document and the information herein is the property of Walter R <br /> millm 1/4"HOLE FOR PLACEMENT _. 1"PANEL LAYER Moore and Associates,Inc.No part hereof shall be copied, <br /> E SCREW,SEE NOTE 3 BEHIND duplicated,distributed,csclosed or used to any extent whatsoever <br /> ————————————— except as expressly authorized by Waiter P.Moore and Associates, <br /> O1/8"GAP e ® ® ® Inc.Any person,firm,or corporation receiving this document, <br /> #10 x 1 1/2"@ 24"OC, TYP — —————— however obtained,shall by virtue hereof,be deemed to have agreed <br /> INSTALL ON(1)SIDE OF ° ° ° .11 to the forgoing restrictions and that nis document wlil be held in trust <br /> STRIP ONLY z 3"FLAT <br /> and confidence subject only to the private use expressly authorized <br /> HE <br /> w` <br /> WALL SHEATHING PER HEAD WOOD by Walter P.Moore and Associates,Inc. <br /> a PLAN SCREW,TYP.SEE Drawing Tile <br /> NOTE 3 <br /> SHIELDING PER PLAN NOTES: <br /> z 1. HOLE SIZE IN SHIELDING PANELS SHALL BE 5/8" <br /> S NOTE: 4'x8'x1"SHIELDING 5/8"HOLE IN SHIELDING IN DIAMETER.COUNTERBORING IN PANEL ELEVATIONS AND <br /> 1. PREDRILL SHIELDING PANELS WITH 1/4"DIAMETER HOLES PRIOR TO INSTALLATION PANEL,TYP PANELS(SEE NOTE SHALL BE 1/4"GREATER LARGER IN DIAMETER <br /> `y - FIN GRADE °'� ° ®'� LAG SCREW. <br /> 2. LAG SC EW INSTATHAN WASHER LLATION SHALL BE <br /> PERFORMED TO MINIMIZE THE CLAMPING SECTION <br /> FORCE EXERTED BY THE SCREW HEAD ON THE <br /> 6 SHIELDING PANELS. ` City of Everett Permit Services <br /> 0 3. HOLE SIZE OF TEMPORARY PLACEMENT EVERET <br /> Sheet T Reviewed for Permit 12/09/2024 <br /> it SIDE VIEW FRONT VIEW SCREWS SHALL BE 1/4"IN DIAMETER AT THE <br /> TWO EXTERIOR LAYERS BEING PLACED eet No.: <br /> &;YPICAL SHIELDING ATTACHMENT TO ROOF TYPICAL SHIELDING ATTACHMENT TO WALL S-200 <br /> ,"=1,_N, 10 1/2" <br />