Laserfiche WebLink
YOUR VISION IS OUR MISSION <br /> <br /> <br /> <br />1215 W. Rio Salado Pkwy. <br />Suite 200 <br />Tempe, AZ 85281 <br />T: (480) 774-1700 <br />F: (480) 774-1701 <br />Job Name: Indo Chinese Islamic Center Solar <br />Canopy <br />Job No. : 24-0076 Sheet No.: BASIS <br />By: JKC Date: 01/2024 <br /> <br />BASIS OF DESIGN <br /> <br /> <br /> <br />BUILDING CODE: <br /> <br />2022 EDITION OF THE CALIFORNIA BUILDING CODE AND STANDARDS REFERENCED THEREIN, WITH CITY OF SANTA ANA, CA <br />AMENDMENTS. <br /> <br />LOADS: <br /> <br />GRAVITY: <br /> <br />ROOF LIVE LOAD = 12 PSF (NON-REDUCIBLE). <br />CANOPY DEAD LOAD = ACTUAL WEIGHT OF MEMBER: <br /> SOLAR PANEL, RAILS, ETC. = 3.0 PSF <br /> PURLIN = 4 PLF <br /> BEAM = SELF WEIGHT <br /> COLUMN = SELF WEIGHT <br /> <br />WIND: <br /> <br />ULTIMATE DESIGN WIND SPEED (3-SECOND GUST), V(ult) = 95 MPH. (ASCE 7-10/16) <br />RISK CATEGORY, II. (ASCE 7-10/16) <br />EXPOSURE C. <br /> <br />WIND LOAD FOR 10 DEGREE MAX SLOPE: (THESE VALUES ARE BEFORE MULTIPLYING BY 0.6 FACTOR IN LOAD COMBINATIONS) <br />C&C WIND LOAD = 23.5 PSF (TOWARD THE SURFACE). <br />C&C WIND LOAD = -25.9 PSF (AWAY FROM THE SURFACE). <br />MWFRS WIND LOAD = 23.5PSF / 5.6 PSF (TOWARD THE SURFACE). <br />MWFRS WIND LOAD = -22.1 PSF / 0.00 PSF (AWAY FROM THE SURFACE). <br /> <br />SEISMIC: <br /> <br />RISK CATEGORY, II. /16) <br />SEISMIC IMPORTANCE FACTOR, I = 1.0. <br />MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.284. <br />MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.458. <br />SOIL SITE CLASS, D. <br />DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 1.027. <br />DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.562. <br />SEISMIC DESIGN CATEGORY, D . <br />SEISMIC RESPONSE COEFFICIENT, Cs = 0.822. <br />RESPONSE MODIFICATION FACTOR (R)= 1.25. <br /> <br /> <br />STRUCTURAL STEEL: <br /> <br />LIGHT-GAUGE STEEL: Fy=80,000 PSI. <br />MISC. STRUCTURAL STEEL (A36): Fy = 36,000 PSI. <br />BOLTS: A325 OR A490 <br /> <br />CONCRETE: <br /> <br />FOUNDATIONS: F’c = 2,500 PSI <br /> <br />FOUNDATIONS: <br /> <br />SOIL BEARING = 1,500 PSF <br />1610 E First St - 101118465 & <br />201822505/7/2024