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' ROOF CALCS <br />D.L.COLD ROOF = 1.0 PSF <br />SHrG. 1/2" =1.5 <br />T&G =1.5 <br />ROOF RAFTERS =2.0 <br />BEAM HEADER =3.0 <br />MISC =1.0 <br />TOTAL D.L. =10.0 <br />LL APPENDIX 1 [1104.1] =10.0 <br />TOTAL LOAD =20.0 <br />LOADS FOR R.R @ 16"ok: SPAN=16'-0" <br />WLL 10 x 16/12 =14.0 #/FT <br />WDL 10 x 16/12 =14.0 #/FT <br />2 <br />M = 28 x 16 /8 = 896 #-FT <br />896 x 12 <br />Sr = = 9.83 < 13.14 O.K.875xl.25 <br />6 x 896x12 <br />fb = = 765 psi < Fb = 875 psi o.k.1.5x7.52 <br />L 16 x 12 <br />=I .-0.8" <br />240 240 <br />USE: 2x8 R.R @ 16"ok <br />SEE COMP. PRINT OUT 1/rt MOA,13 r'®f69170 /1 19 <br />* Exp. 06-30-1*7%+..23%·002: <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-1 JOB ADDRESS SANTA ANA, Ca. <br />0RAWN BY: GREG DATE 05-5-14 JOB #14023 <br />THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE <br />PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED <br />WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E.