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T & W CONSULTING ENGINEERS, INC. <br />1168 N. San Gabriel Blvd., #N Job: <br />Rosemead. CA. 91770 By: <br />Tel: (626) 288-0708 <br />Date: //20 <br />Email: twengrs1168@gmail.com Sheet #: <br />LATERAL (2013 CALIFORNIA BUILDING CODE) <br />iRAL <br />DTIO' <br />R.ED F <br />SCAL <br />1 11991 9 <br />finy 0 <br />mission <br />WIND EXP "C", WIND SPEED: 110 mph. (C.B.C. SECTION 1609) <br />UPLIFT / WITHDRAWL FORCE FOR SOLAR PANEL <br />STANDOFF/FASTJACK Vup= 24.92 #/SQ. FT. <br />Non» Si <br />_£23i}/Sl# <br />50 @- s;4*A Q+Al" A <br />33- <br />vix-49*10 =9424/- r€44- <br />,== 3.0%6jVMer <br />92*.445»J ., <br />Er,:- <br />C,yABiAN ' <br />'2it <br />SEISMIC PER C.B.C. SECTION 3403.4 <br />/Asgr -5,01° <too <br />al< <br />f <br />O.K. USE 5/16" 0 X 3 H" LONG STAINLESS STEEL LAG SCREW WITH MIN. 1 14" <br />EMBED TO EXIST'G ROOF MEMBER. CAN RESIST WIND UPLIFT FORCE. <br />VALL = 274 X 1.5 <br />= 4110 > 2>05. 4/0 t,-k