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_- <br />M <br />SIZES THAT MEET THE 5.7 SQ. FT. REQUIREMENT <br />SINGLE CASEMENT SINGLE / DOUBLE HUNG SLIDER <br />2-4 X 4-0 3-0 X 5-0 4-0 X 4-0 <br />2-6 X 3-6 3-0 X 5-6 5-0 X 3-6 <br />DOUBLE CASEMENT 2-4 X 6-8 6-0 X 3-0 <br />4-8 X 4-0 2-6 X 6-2 <br />5-0 X 3-6 2-8 X 5-8 <br />CORRECT(2) NEW DETAIL <br />SCALE: • <br />Minimum <br />Roof <br />Wind Design <br />Seismic Design <br />Subject <br />to Damage <br />From <br />Winter <br />Ice Barrier <br />Flood <br />Air <br />Mean <br />Snow <br />Special <br />Category <br />Weatherin <br />Frost line <br />Termite <br />Design <br />Underlayment <br />Hazards <br />Freezing <br />Annual <br />Load <br />Speed <br />S <br />To p g phic <br />Topographic <br />wind <br />Windborne <br />g <br />depth <br />Temp <br />Required <br />Index <br />Temp <br />(PSF) <br />Effects <br />region <br />debris zone <br />For prescriptive structural design <br />25 <br />under IRC, 110 mph shall be used. <br />See <br />D2 / D <br />Moderate - <br />12/23/71 <br />May <br />See IBC Wind Maps for structural <br />footnote c. <br />NO <br />NO <br />See Footnote d. <br />Severe <br />18" <br />Moderate <br />26° F <br />NO <br />6/19/20 <br />175 <br />50.5° F <br />increase <br />design under IBC.1 <br />Footnotes: <br />a. The roof snow load may be greater than 25 psf depending on site location. Verify the ground snow load with a Plans Examiner prior to design. Ground snow load will vary according to site and shall be applied as <br />the roof snow load when prescriptive structural design under the International Residential Code is used. The roof snow load may be reduced by a Washington State licensed design professional with a structural <br />analysis. The roof snow load used in design is not permitted to be less than 25 psf. <br />b. A wind speed of 110 mph shall be used for prescriptive structural design based on the International Residential Code (IRC). If the structural design is in accordance with the International Building Code (IBC), the <br />applicable wind map under the currently adopted and implemented International Building Code shall be used. Wind exposure category shall be determined on a site -specific basis either by the designer under the <br />IRC prescriptive structural design or by the Washington State licensed design professional under the IBC. <br />c. Topographic effects shall be included for buildings structurally designed in accordance with the International Building Code <br />d. Seismic Design Category D2 shall be used for prescriptive structural design based on the International Residential Code. If the structural design is in accordance with the International Building Code, Seismic <br />Design Category D shall be used. The Washington State licensed design professional is responsible in determining if a higher seismic design category is applicable at the site. <br />e. See Weathering Probability Map for Concrete in International Residential Code for site specific weathering. 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