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T & W CONSULTING ENGINEERS. INC. <br />V <br />-3 - <br />b»f-t f-IP = )34 3>/ <pSQ'f?frs = 4112 41 / .1-ldi <br />6- <br /> %30.*45 - 51 2'0% /8 Gufttrt 570 *t> /4 <br />33 <br />1168 N. San Gabriel Blvd.. #N Job: <br />Rosemead, CA. 91770 By: <br />Tel: (626) 288-0708 Date <br />Einail: twengrsl168@gmail,com Shee <br />LATERAL (2013 CALIFORN-IA BUILDING CODE) <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 />hk 6-F <36}+A t>*Al'ELS <br />14- 1499--\-\5 = 149'f,f c> slfe€ 34% 4 <br />0 <br />7x€977J- =39€7 9 =307 / / 2-64/40& <br />SEISMIC PER C.B.C. SECTION 3403.4 <br />f b,11 'f n El- . .= dr, 0/10 < /0. ¢>fl 7 1 4-6,# <br />1 <br />21/A <br />O.K. USE 5/16"0 X3 14"LONG STAINLESS STEEL LAG SCREW WITH MIN. 1 M" <br />EMBED TO EXIST' G ROOF MEMBER. CANRESIST WIND UPLIFT FORCE. <br />VALL= 274 X 1.5 <br />= 412 > 3€j} P DA <br />: / / 20 <br />t #: <br />4-30 - <br />egr <br />1 <br />,Sl*T <br />* REGIS