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LOADS FOR HEADER: SPAN=10', T.A.=8' <br />WLL 10 x 8' =80.0 #/FT <br />WDL 10 x 8' =80.0 #/FT <br />M =160 x 1018 = 2000#-FT <br />2000 x 12 <br />Sr =1200xl.25 <br />6 x 2000x12 <br />fb =3.5x9.52 <br />16.00 < 30.66 O.K. <br />456 psi < Fb = 1200 psi o.k. <br />L-10 x 12 <br />240 -240 <br />0.5" <br />USE: 4x8 DF-#1 <br />SEE COMP. PRINT OUT <br />WIND DESIGN FOR OPEN BUILDINGS <br />w/MONOSLOPE ROOF: PER [ASCE-7, 6.5.13.2] <br />qz = 0.00256 Kz Kzt Kd VI <br />Kz = 0.70 [T-6-31 <br />Kzt =1.0 EXPOSURE "C" <br />Kd = 0.90 [T-6-41 WIND SPEED = 110 MPH <br />V 2 = 110 = 12,100 <br />I = 1.0 [I[ T-1-1] <br />qz = 0.00256x0.70xl.0x0.85x7225xl.0 <br />qz = 18.43 <br />G = 0.85 <br />Cn = 2.7 FIG 6-18A <br />p = qh G Cn <br />p = 18.43 x 0.85 x 2.7 <br />gROFESs/ <br />= 43.0 psf 3*lm 11 <br />CE No 69170 /1 jg 11 <br />F=43 psf x3= 127 #/ft *06-30« * <br /> OF CAL\U <br />AH Consulting Engineers <br />2500 W Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 <br />COMPANY NAME ISELA SANCHEZ <br />JOB TITLE ATTACHED-OPEN PATIO <br />2145 W. BORCHARD Ave. <br />PAGE(S)C-2 JOB ADDRESS SANTA ANA, Ca. <br />0RAWN BY: GREG DATE 05-5-14 JOB #14023 <br />THESE DRAWINGS AS INSTRUMENTS QF SERVICE ARE THE <br />PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED <br />WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. <br />f <br />i