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FOOTING DESIGN: <br />PER SECTION CODE CBC 2013: [APPENDIX I SECTION I 104.2] <br />(10x16x42/2)/5 Col. = 672 # per col. <br />672 # < 750 #o.k. TO USE SLAB <br />KNEE BRACE Calcs.: <br />HEADER PER PLAN <br />6x6 KNEE BRACE <br />w/(1)-5/8" Dia. <br />THRU BOLT w/. <br />WASHER & NUT <br />11 <br />t1 <br />0 <br />== <br />TYPICAL ALL POSTS <br />SIMPSON STRONG TIE <br />"CCT" COLUMN CAP <br />OR "CC' with "GLT" <br />POSTS <br />PER PLAN <br />Force = <br />HB = <br />282 # <br />282 # x 8' <br />X <br />2 <br />1595 # <br />As = <br />0.9xlx0.8x24000 <br />USE: 1/2" Dia. THRU BOLT, WASHER & NUT Exp. 06-30-14·' <br />As = 0.19 > 0.10 o.k...I-(-F-Ce/trill. <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.PAGECS) C- 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 <br />B C <br />= 1595 # <br />6' <br />= 0.10 sq. in. <br />A 11 0/ e 1/ <br />AQ17n XX .- 833