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DESIGN DATA <br />T&W Consultine Enoineers. INC <br />1168 N. San Gabriel Blvd.: #N <br />Rosemead, CA 91770 <br />1. CODE:2013 CALIFORNIA BUILDING CODE <br />2014 CITY OF LOS ANGELES BUILDING CODE <br />2014'COUNTY OFLOS ANGELES BUILDING CODE <br />2. MATERIAL STRENGTH <br />CONCRETE: Fc' = 2,500 PSI @ 28 DAYS <br />CONCRETE REBAR: ASTM A615 GRADE 40 Fy = 40,000 PSI <br />STEEL: <br />STRUCTURAL SHAPES: ASTM A36 Fy = 36 KSI <br />TUBING:STM A500 GRADE B Fy = 46 KSI <br />PIPE:ASTM A53 TYPE E GRADE B Fy = 35 KSI <br />WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C.) <br />JOIST & RAFTER #2 GRADE Fb = 875 PSI Fv = 95 PSI <br />BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI <br />(6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI <br />POST (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI <br />(6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI <br />STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI <br />SELECT STRUCTURAL (6x, LARGE) Fb = 1,450PSI Fv = 95 PSI <br />MASONRY: CONCRETE BLOCK ASTM C90 Fll = 1500 PSI <br />NO INSPECTION REQUIRED <br />3. SOIL REPORT: <br />fs' = 1,500 PSF/ OR SEE SOILS REPORT <br />4. LATERAL ANALYSIS: <br />A. SEISMIC LOAD <br />v =CB SEE ATTACHED. <br />E = 1.6 x 1,000,000 <br />E = 1.7 x 1,000,000 <br />E = 1.7 x 1,000,000 <br />E = 1.6 x 1,000,000 <br />E = 1.7 x 1,000,000 <br />E = 1.4 x 1,000,000 <br />E = 1.9 x 1,000,000 <br />B. WIND LOAD (SIMPLIFIED PROCEDURE) <br />MAIN WIND-FORCE RESISTING SYSTEM <br />Ps = AK.3#'330 (MINIMUM = 10 ps© <br />SIMPLIFIED DESIGN WIND PRESSURE FOR EXPOSURE "C" <br />h = 30 FT. '1 tomph <br />I = 1.0 FROM FIG. 6-2 <br />Cl V \ 0 <br />Kit = 1.0 <br />2 : ADJUSTMENT FACTOR PER FIG. 6-2 <br />COMPONENT AND CLADDING <br />Pner AK -1 IPnet3O 6¥[INIMUM POSITIVE +10 psf, NEGATIVE -10 psf)