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ff , SEISMIC ANALYSIS: <br />[ASCE 12.8.1]V = CS X W <br />CS= <br />[ASCE 11.4-4]Sds = <br />[ASCE 11.4-11 Sms = <br />[ASCE Fig 22-3] <br />[ASCE T-11.4-11 <br />Sds = <br />CS= <br />Sds <br />(R/I) <br />2 x Sms <br />3 <br />Fa x Ss <br />SS = <br />Fa = <br />Sms = <br />2 x 1.316 <br />3 <br />Sds <br />(R/D <br />1.316 <br />1.0 <br />1.316 x 1.0 = 1.316 <br />= 0.87 <br />[ASCE T-12.2-1]R=1.5 <br />I =1.0 <br />CS= <br />0.87 <br />(1.5/1.0) <br />0.58 <br />N = 10 psY <br />1 = 0.58 x 10 psf/1.4 = 4.2 psf <br />X-DIRECTION: <br />W = 4.2 x 42 = 176 #/ft <br />F = 176 x 16/2 = 1411 # <br />1411 #/5 POST = 282 # <br />POST DESIGN: <br />M = 282 x 7' = 1,976 # ft <br />1976 #-FT x 12 <br />Sr = <br />1200xl.25xl.1 <br />SEISMIC FACTORS: <br />Sl = 0.57 <br />Ss = 1.316 <br />SDS = 1.0 <br />Longit. = - 117.8979 <br />Lat. =33.079 <br />14.37 <br />USE: 4"x6" POST DF-#1 <br />S = 17.64 <br />CONN. @ FNDN/POST DESIGN: <br />1976 #-FT x 12 <br />C=T = <br />5.5 4,311 # <br />06-30-1 <br />USE: "CBSQ66-SDS2" w/(14)-SDS 1/4"x2" SCREWS 14\ CIVIL / 1 <br />Cap = 6855 # > 4311 # o.k.46*f <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) (-3 JOB ADDRESS SANTA ANA, Ca. <br />DRAWN 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.