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WALL DIAPHRAGM <br /> <br />dse 15/32" ARA-rated plywood or 0S8, struct. II sheathing, <br />with 8d common $ 5" c.C. edges & 12" c.c. field. <br />A 4'-0" min. panel is required every 25' (1) <br /> <br />ROOF DIAPBRAGM <br /> <br />Use 15/32" ARA-rated plywood or OSB, struct. II sheathing, <br /> 6"o.0. edges & 12"o c field. <br />with 8d common ~ 4','o.0. boundaries, · · <br /> <br />FLOOR DIAPHRAGH ' <br /> <br />Use 5/8" min. ARA-rated plywood or OSB, struct. II sheathing, <br />with 8d common ~ ~"o.c. boundaries, 4" c.c. edges & 12"o.c. field. <br /> <br />Note:(1) Ali panel edges backed by 2" nominal framing <br /> <br />DATA: <br /> <br />LATERAL ANALYSIS-METHOD 2 <br /> <br />WIND-EXPOSURE "B"- 80 m~h <br /> P= Ce Cq qs I <br /> Ce= combined height, exposure &' gust factor. <br /> coefficient= 0.62, 0.67, 0.72, 0.76 <br /> Cq= pressure coefficient= 1.5 <br /> qs= wind stagnation pressure at the standard <br /> height of ~0 ft.= 15.4 <br /> I = importance factor: 1.0 <br /> <br />SEISMIC-ZONE "3" <br /> <br /> V= ZIC <br /> <br /> Z = seismic zone factor= ~ <br /> I = importance factor: 1.0 <br /> C = numerical coefficient: 2.75 <br /> RW= numerical coefficient= 8 <br />WEIGHTS- <br /> Roof dead load = 20 psf (comp. <br /> .Floor dead load : 10 psf <br /> Wall dead load = 10 psf <br /> Brick veneer load= 45 psf <br /> <br /> [DESIGN <br /> HEADQUARTERS <br /> <br />& shakes) <br /> <br />25135 SWStark + Gresham, Oregon 97030 + Office (503)666-4529 <br /> <br /> <br />