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�pOu� I Oj <br />. - Im <br />OF <br />TYPICAL TOP BEARING PLATE SPLICE <br />SHEAR PANEL: <br />Consists of 1/2" CDX plywood or better nailed w/ 8d common nails, at <br />3" ox. edges and 4" c.o. field also, glue when possible. All other <br />plywood between shear panels to be nailed w/ 8d common nails 4" ox. <br />edges and 8" ox. field. All plywood edges (in shear panel areas) <br />supported by 2" x — shear panel ends w/ (2) Simpson "CMST" straps <br />(or equal), nailed to each stud top and bottom. <br />2400 r r�arl I � <br />F <br />SCALE: N.T.S. <br />sw f <br />��Wl xe 1011 <br />1pob(lo <br />CT)"SIIDS, <br />TYPICAL SHEARWALL PANEL <br />SCALE: N.T.S. <br />rffl.r. <br />- <br />TYPICAL <br />IDOW SECTI1 <br />HEADER SCHEDULE <br />OPENM SUE <br />WAVIM SUR <br />UP TO 31- 41, <br />31- 5- TO 5- - 4- <br />2-711XF <br />51- 5" TO 8f - 6?1 <br />2 - 2" X 10" <br />81 - 7" TO I F 6" <br />L - 2" X 12'"' <br />I <br />r7p---4;0!im <br />01'4 WM <br />SCALE 3/4" T - OF' <br />e"I A <br />A TYPICL LOAD BEARING HEADER DETAIL <br />AT EXTERIOR WALL ONLY <br />SCALE: N.T.S. <br />Fiberglass shingles over 30 lbs felt over 1/2" plywood <br />sheathing or "opt"7/16" OSB sheathing with roof <br />structure spaced no more than @ 24" o.c.. See roof <br />framing layout and connection schedule for additional <br />information.. <br />III x6d'Fpsc <br />1�0,wp - <br />caj�,,XJT�-p <br />rl FRT - <br />=*ft=W,= <br />ICAL WALL SECTION <br />0 <br />5 <br />5 """OMNI <br />NN <br />SCALE: 31NI = it - at <br />C; <br />92 r" t <br />,x <br />C) mob s. <br />42 <br />ar <br />0 <br />M M <br />Lo 0) <br />CL C <br />C cc C <br />a) 0 (00 <br />C24 < 'M <br />W U) 0 0) <br />we <br />fY Cf) 0 <br />2: L Lu -j LL <br />(D 2 C LL <br />U) CL 55 <br />CM M <br />E (D .2 E <br />-0— M <br />0 = I.;;. <br />tF 6 2 cD co <br />b— < > CO <br />C CM <br />0 E <br />4- Ll 0 0)0 <br />E — <br />(0 E's i! - Co <br />0 M 4) <br />Cc <br />C: <br />0u 25 CS <br />,U- U) <br />- o <br />-r- <br />N a- <br />v- <br />CD <br />Uj <br />W <br />Uj <br />D D <br />F- F- <br />0 <br />n D <br />cc <br />F- <br />W <br />JOB NO. <br />MASTER <br />DATE <br />JULY 1, 2015 <br />DRAWN BY <br />Daniel M. Ossman <br />