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Generator Enclousre Wall Design <br />Wall Demands <br />H =11 ft Height of wall <br />W p =21 psf Weight of wall <br />SDS =1.05 Short period spectral acceleration <br />Ie =1 Importance factor <br />Fp =8.8 psf Out-of-plane wall seismic demand <br />pwind =25.6 psf Wind demand (See calculations) <br />Wall Stud Design <br />L =11 ft Length of stud <br />tw =1.33 ft Tributary width of stud <br />pmax,ASD =15.36 psf Maximum lateral ASD level demand <br />See Attached CFS Designer Report <br />HSS Member Design <br />H =11 ft Height of post <br />pseis =8.8 psf Seismic demand on post <br />pwind =25.6 psf Wind demand on post (Controls Design) <br />Δlim =1.1 in Deflection limit for canatilver post (2*L/240) <br />See Attached RISA3D Model <br />HSS Post Footing Design <br />See Pole Foundation Calculations <br />HSS Post Anchorage At (E) Wall Footing <br />pwind =25.6 psf Wind demand (See calculations) <br />H =11 ft Height of post <br />tw,post =2.5 ft Trib width for posts at (E) wall footing <br />Mu =7744 lb-ft Moment demand at base of post <br />Vu =704 lbs Shear demand at base of post <br />See Attached Anchorage Calculations <br />PROJECT <br />CLIENT <br />LOCATION <br />ITEM <br />McGuff TI <br />KPRS Inc <br />Santa Ana, CA <br />Enclosure <br />S24-0254 <br />SHEET # <br />ENGINEER <br />DATE <br />JOB # <br />3/12/2025 <br />C. Landis <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH