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i <br /> 1111 arch itectu re- <br /> e- n g i n eLe r i <br /> n g <br /> eengineering <br /> plonn ing� j <br /> ASSOCIATED DESIGN & ENGINEERING m INC. <br /> 55 E. ESCALON III SUITE 107 12 FRESNO, CALIFORNIA 93710 W PH. (559)431-2389® FAX,(559)431-2074 <br /> l <br /> r <br /> STRUCTURAL CALCULATIONS <br /> FOR <br /> SNYDER INDUSTRIES INC. <br /> 35-500 GALLON DUAL CONTAINMENT TANK(DCT) SYSTEMS <br /> I <br /> i <br /> I <br /> i <br /> DESIGN DATA <br /> GOVERNING CODE 2007,2010 CBC12006,20091BC <br /> I <br /> I <br /> BASIC STRESSES <br /> CONCRETE F'e= 2300 PSI <br /> MASONRY F`5x= - PSI <br /> REINFORCING Fy= 40 KSI s <br /> STRUCT.STL. Fy= 36 KSI ' <br /> LUMBER DF 4.2 UN.0. <br /> ALLOWABLE SOIL PRESSURE I <br /> i <br /> DL+LL------------------------------ 1500 PSF <br /> eq,Act.Fluid Pres.----------------- - PCF <br /> eq.Pas. Fluid Pres. ----- ---------- PCF <br /> I <br /> l <br /> DESIGN LOADS <br /> SEISMIC (CAT. D ) 0.480 s DL j <br /> WIND I <br /> EXP. C 150 UP[] <br /> LOAD SEE CALCS. PSF E IaNA I <br /> 2©A <br /> N .S3 m i <br /> ENGINEER'S SEAL AND SIGNATURE ON PLANS IS LIMITED TO THAI'PORTION OP I III; *' <br /> PLANS RELATED TO SI•RUCTURAL CALCULATIONS ONLY POR THIS JOB AS CONTAINED Q. I <br /> W1"THIN. NO OTHER APPROVAL.LIABILIT'OR CONSENT POR ANI'OTI IER ASPECT OR (P <br /> PHASE OF THIS STRUCTURE IS IMPLIED OR EXPRESSED. U� O <br /> WTIiESE DRAWINGS ARE THE INSTRUMENT AND PROPERTY OF,ASSOCIATED DESIGN,', <br /> 9T� a CP �� <br /> ENGINEERING,INC.ANY USE,REUSIt Oft DISCLOSURE OF SAID DRAWINGS 11'ITHOU I'MUTTEN <br /> PERMISSION OF ASSOCIA'T'ED DESIGN C ENGINEERING.INC.IS STRIC"I"LY PRO11113)1'I:D 13Y LAW. <br /> I <br /> JOI3; E10-071 <br />