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- C <br /> .038 p <br /> AFG/ST EP <br /> J <br /> J <br /> c W ' o <br /> m U m < a <br /> E ~ k U <br /> W W <br /> 5801 U <br /> om <br /> io = a <br /> z <br /> aW � <br /> p <br /> 0 U IF 2x10 024"oc a0 <br /> TYP,U.O.N. <br /> o <br /> IZ z c <br /> IT 5001 r <br /> °I W 6 <br /> �A <br /> 3'Sx414 LSL HEADER BTL <br /> x m <br /> ®OPTIONAL WINDOW !hx15.GL5(PLUSH) T s15 OLIS(FLUSH 6- <br /> a 0 <br /> arc ENGINEERING <br /> jx0.Uj LSL HEADER rc <br /> i OPTIONAL WINDOW �o <br /> U <br /> Ib <br /> 5601 <br /> i N <br /> O <br /> Z <br /> U <br /> O <br /> W <br /> 777 <br /> U <br /> 0o V <br /> �a <br /> y N <br /> w m <br /> �; <br /> 6 a� -- <br /> saol �$ <br /> a <br /> oz `c <br /> wx Nmo <br /> ROOF FRAMING PLAN NOTE5: LEGEND CID <br /> � <br /> I. ROOF SHEATHING SHALL BE W THICK(PANEL SPAN <br /> RATING 52/16). FASTEN SHEATHING TO FRAMING <br /> WITH O.ISI'mx2)4'NAILS®6"oc,EDGES,AND®12"oc,FIELD. DETAIL GALL-OUT J <br /> DIAPHRAGM NAILING AS INDICATED ON THE DRAWINGS SHALL <br /> BE 0.1SI'9x2V2"NAILS®Wf AT UNFRAMED PANEL W <br /> EDGES,PROVIDE PSCA PANEL FRAMING CLIPS CENTERED . <br /> BETWEEN EACH PRAMING MEMBER SEE DRAWINGS FOR OTHER IPI-X SHEAR WALL BEIAW PER 50HEMLE OF I/SWO <br /> SHEATHIN6 NAILING REQUIREMENTS. FJ <br /> 2. EXTERIOR WALLS SHALL BE SHEAR WALL TYPE PI-6 WITH 2x& W <br /> STUDS•I6"oc,.U.O.N. BEARING OR SHEAR WALL BE-OW <br /> ., INTERIOR WALLS SHALL BE 2.4 STUDS®16"oc,UO.N. U <br /> MERE ADJACENT SHEAR WALLS ARE IN CONTACT,NAIL STUDS Q <br /> TOGETHER PER S/S900. SEE I/S900 FOR SPECIAL STUD POST BELOW H- Z REQUIREMENT5 AT SHEAR.AALL TYPES PI-S,PI-2,P2-4,P2-5, d <br /> AND P2-2. U 0 o <br /> 5. HEADERS SHALL BE(2)2x5 OR 4x5,UO.N. HEADERS SHALL BE Z yj a a <br /> SUPPORTED BY(U JAMB STUD AND(U FULL-HEIGHT STUD,U.O.N. p <br /> NUMBER OF STUDS AT HEADER SUPPORT SPECIFIED ON PLAN U <br /> INDICATES NUMBER OF JAMB STUDS BELOW HEADER PLUS(U <br /> +H rULL-HEIGHT STUD. SEE DETAIL I51SAOO. m Z F <br /> 3 <br /> 4. BUILT-UP IRZ STUD GROUPS IN WALLS SUPPORTING BEAMS,POSTS 0 = <br /> S OR 61RDER TRUSSES ABOVE SHALL BE(5)STUDS,UO.N. SEE 0 N <br /> GENERAL STRUCTURAL NOTES POP.PASTENIN6 REQUIREMENTS. 04 <br /> O <br /> O 6 <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT J <br /> € ROOF FRAMING PLAN <br /> Z' ° W �N IS) Q U 11 <br /> 3 <br />