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DESIGN DATA <br />1. CODE: 2022 CALIFORNIA BUILDING CODE ASCE 7-16 <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: (AISC 360) 13 EDITION <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 E = 1.6 x 1,000,000 <br />BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.7 x 1,000,000 <br /> (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000 <br /> POST (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.6 x 1,000,000 <br /> (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000 <br /> STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI E = 1.4 x 1,000,000 <br /> SELECT STRUCTURAL (6x, LARGE) Fb = 1,450PSI Fv = 95 PSI E = 1.9 x 1,000,000 <br /> MASONRY: CONCRETE BLOCK ASTM C90 Fm = 1500 PSI <br /> NO INSPECTION REQUIRED <br />3. SOIL REPORT: <br />f’s= 1,500 PSF/ OR SEE SOILS REPORT <br />4. LATERAL ANALYSIS: <br />A. SEISMIC LOAD <br />W CV S SEE ATTACHED. <br />B. WIND LOAD (SIMPLIFIED PROCEDURE) <br /> (130 mph) EXP “C” <br />ULTIMATE <br />3105 S Rita Way <br />05/24/23