Laserfiche WebLink
D.W. Smith, M.S.P.E. #53608 <br /> Projects Consulting Engineer <br /> 9909 Wallaston Drive <br /> Dade City,Florida 33525 <br /> Phone/Text: (813)469-2289 Email: dwsflae(i0arthlink.net <br /> June 5, 2019 <br /> To: Whom it may Concern <br /> City of Zephyrhills Building Department <br /> 5335 8th Street <br /> Zephyrhills,Florida 33542 <br /> REF: Permit#: 80' x 125' x24' eve 10,000 sq ft Steel Building <br /> Shell only <br /> Address: 3905 Correia Drive <br /> Zephyrhills,Florida 33540 <br /> This letter is to certify that all structural steel framing components, <br /> connections and fasteners of the all steel building related to permit <br /> # 2-0 4`1 �p have been inspected and found to be installed in <br /> agreement with my approved sealed plans and specifications. <br /> I further state that all field welding was, to the best of my knowledge— <br /> based on the quality of the welds, performed by certified welders and <br /> the welded connections are in compliance with AWS Standards. <br /> Tightening torques for bolts used in this structure were found to be in <br /> agreement with following specifications. <br /> A307 grade bolts used @ purlins, laps & girts tightening torque=45 <br /> ft lbs <br /> 1/Z" A325 grade bolts used @columns tightening torque=100 ft <br /> lbs <br /> 5/8"A325 grade bolts used @end wall rafters tightening torque= 145 <br /> ft lbs <br /> %" anchor bolt nuts (Tyson or Simpson tightening torque =105 <br /> ft lbs <br /> f C t <br /> If you have an questi �` Uii9 ',ct me at any of the above numbers. <br /> espectfu11VI % �` <br /> W �. 608 s = <br /> '. STATE OF, <br /> David W. Smith p.e. - : ,c <br />