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. . <br /> W <br /> HAREZLAK <br /> ENGINEERING <br /> O O OAve. <br /> HAREZLAK ENGINEERING <br /> 11745 87th A S. <br /> Seattle,WA 98178 <br /> 52'-0' <br /> / / PH:360.224.0627 <br /> / 29'6" / 22'-51" E:phil@harezlakengineering.com <br /> I I <br /> CONSULTANT STAMP: <br /> ��\° Hq <br /> ASReZ( <br /> DRAWN <br /> O AT <br /> 10 SS7'7 �`" <br /> TA <br /> 'e/VISTO,.,,c.,` <br /> MAI <br /> 8/S4.3) LOW ROOF FRAMING PER S22 s D uAL E� <br /> t v APPROVED 06.17.2022 <br /> I I I <br /> O J=C — T L O PaH <br /> O J <br /> El r <br /> 1 <br /> 11 <br /> 1 LEGEND <br /> U <br /> C--7 STRUCTURAL WALL BELOW <br /> I N., <br /> II � � W <br /> Li R o I V <br /> zqz <br /> WU¢a 11/04.3 Z§ W z Q <br /> ce <br /> na I <br /> a ROOF FRAMING PLAN NOTES: W <br /> 1. ROOF SYSTEM SHALL CONSIST OF 19/32"MINIMUM PLYWOOD SHEATHING Ce <br /> 11/S4 3 I CI <br /> (PANEL SPAN RATING 24/0).NAIL SHEATHING AT ALL FRAMED PANEL <br /> I I EDGES,DIAPHRAGM BOUNDARIES,STRUTS,BLOCKING,AND SHEAR WALLS <br /> BELOW w/10d @ 6'O.C.NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS <br /> LJ WITH 10d @ 12"O.C.U.O.N.INSTALL PANEL EDGE CLIPS PER GENERAL <br /> J STRUCTURAL NOTES AT ALL UNFRAMED,UNBLOCKED PANEL EDGES. <br /> 20 <br /> nI <br /> 2. ROOF FRAMING SHALL BE CONNECTOR PLATE TRUSSES @ 24"O.C.REFER <br /> <� r Ii TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS& <br /> L I ARCHITECTURAL DRAWINGS FOR HEIGHTS AND CONFIGURATIONS. M <br /> © — —7. — 7 — — — — ` — © 0Le <br /> 3. CONNECTOR PLATE TRUSS SHOP DRAWINGS TO BE APPROVED BY W N <br /> HAREZLAK ENGINEERING PRIOR TO MANUFACTURING AND INSTALLATION. Z H• a <br /> (121S4.3 • 4. ALL EXT.HEADERS TO BE 4x8 HF#2 UNLESS OTHERWISE NOTED,SEE O <br /> ROOF SHEATHING TYPICAL HEADER TYPICAL POSTS AND 10/S4.1. .. 0 = <br /> AND NAILING PER PER PLAN NOTE 4 JAMBS PER PLAN NOTE 5 F 2 1- ,. <br /> PLAN NOTE 1 5. POST OR JAMB STUDS AT END OF SUPPORTING BEAMS,GIRDER TRUSSES, $ .in <br /> N <br /> OR BELOW POSTS SHALL BE(3)STUDS AT A MINIMUM.TYPICAL HEADER o W W <br /> STUDS WILL BE(2)CRIPPLE STUDS AND(1)KING STUD. G J 9.CO Cg <br /> W <br /> 6. FLAT BLOCKING IS REQUIRED AT ALL UNFRAMED RIDGES,HIPS,AND ° m E r 1 <br /> VALLEYS,FOR SHEATHING CONNECTION. <br /> REVISIONS: <br /> 7. NON-STRUCTURAL WALL CONNECTION TO TRUSS PER 4/S4.3. <br /> 7.21122 <br /> Roof trusses to be designed o. DATE <br /> NO. DESCRIPTION GATE <br /> and drawing prepared by PROJECT NUMBER <br /> a State licensed structural 22-060 <br /> ISSUE DATE: <br /> engineer. 05.23.2022 <br /> CURRENT REVISION: <br /> PERMIT <br /> SHEET NAME: <br /> ROOF FRAMING <br /> EB ROOF FRAMING PLAN PLAN <br /> SCALE:1/4"=1'-0" <br /> SHEET NUMBER: <br /> S2.3 <br />