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t <br />ft Aw <br />SPECIAL INSPECTIONS i <br />CITY OF EVERETT BUILDING DEPARTMENT <br />DATE: blt%FiH TO E �a (0'y3' /cy <br />� <br />/4A <br />TO: <br />the Evergreen <br />CITY OF <br />PROJECT: Everett Employee Activity Center +o -- 2v 1 everett <br />ARCHITECT: BEGG <br />ENGINEER: BE&C PUBLIC' WORKS DEPARTMENT <br />OWNER: Boeing Aircraft Co. 1290 CEDAR STREET <br />CONTRACTOR: To Be Selected EVERETT, WASHINGTUN <br />9920t <br />-our firm has been selected to act as Special Inspector for the referenced <br />project in accordance wits: the provisions of the 1988 Edition of the Uniform <br />Building Code, permit documents and special inspection requiriment:s. <br />Failure to comply with these requirements IIr to utilize qualified personnel <br />may be cause for revocation of this authority. <br />Tne following designated items require special inspection in compliance wish <br />Section 306(a) of the Uniform Building Code. <br />_ 1. CONCRETE: During the taking of test specimens and placing of all <br />reinforced concrete and pneumatically placed concrete. <br />2. RBINFORCINC STEEL /AND PRESTRESSING STEEL: <br />A. Dtirin�; all stressing and grouting of prestressed concrete. <br />B. During placing of reinforcing steel, placing of tendons and <br />prestressing steel for all concrete required to have special_ <br />inspection by Item No. 1. <br />3. <br />WELDING: <br />Imam,,_ <br />A. Ductile moment -resisting steel frames as required by Section <br />2722(i) of the Uniform Building Code. <br />B. All structural welding, including welding of reinforcing steel. <br />80C1 <br />4. <br />HIGH STRENGTH BOLTING: During all bolt installations and tightening <br />operations. <br />5. <br />STRUCTURAL MASONRY: During preparation of masonry wall prisms, <br />_ <br />sampling and placing of all masonry units, placement of <br />reinforcement, inspection of grout space, immediately prior to <br />closing of A eanouts and during all grouting operations. Where the <br />f'm is less titan 2600 psi and special inspection stresses are used, <br />test specie.ens may consist of either one prism for each 5000 square <br />\. <br />feet of wall area or a series of tests based on both grout and mortar <br />for the first three consecutive days and each third day thereafter. <br />_ 6. <br />SPRAYED -ON FIREPROOFING: As required by Uniform Building Code <br />Standard No. 43-8. <br />