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i <br /> LSSUE A <br /> I 25 NN 84 <br /> 3. Work hours for the Special Inspec[or vill be according to the need. <br /> The Contractor must alloc+ adequa[e [ime for inspec[lon and needed <br /> corrections Lefore proceeding [o the next consttuction stage. <br /> I C. Payment: Costs of Special Inspections will be paid by the Owner, except <br /> Contractor shall pay for addir.ional inspections and tests required <br /> because of ill-tioed notices or defective work, re-lnspectlona following <br /> final inspection, laboratory setvices tequired [o qualify non-specified <br /> matetials. <br /> D. Concre[e: <br /> 1. Secure and deliver to the tes[ing agency, represencative samples of <br /> ma[erials Which are required by specifications. <br /> 2. Submit through the testing agency, to the Architec[, concrete mix <br /> designs proposed for use, and maki+. written request for approval. <br /> � 3. Furnish labor as necessary [o obtain and handle samples at the <br /> project, or at other sources of material; tepair s[ructures ftom <br /> which samples of solid materials have been taken. <br /> I 4. Pro[ect samples until :hey ate plcked up by labotatory. <br /> ( E. Reinforced Masonry: <br /> 1. Contractor shall make preliminary tes[s of mor[ar and grout in <br /> accordance wiCh UBC Standards 24-21, 24-2'l, 24-23 to insure <br /> �I compliance with stre�igth specified. <br /> i <br /> 2. Contractor shall make preliminary prisro teats of all [ypea and <br /> � thicknesses of structural masonty bearing walls to determine f'm, <br /> the masonry design strength. This [es[ing shall be done in <br /> accotdance with UBC, 197�, Section 2404 (c) Paragraph 2. <br /> I3. Preliminary tes[s shall be made by an approved testing agency. <br /> I F. Structural Steel; <br /> 1. Submi[ mill test reports to [he Atchitect and the inspection agency <br /> for material used in the work. <br /> I 2. Maintain complete records of all quality control and testing <br /> performed by the Contractor. <br /> , 3. Furnish all electrical power, [urning or moving of inembers, <br /> ' hois[ing, s[aging and other facilities required for inspec[ion. <br /> 4. Provide magnetic power machine and operator if magnetic patticle <br /> Cesting is tequired. <br /> 5. CertiEy [o the Architect that all welders are qualified according to <br /> the AWS B3.0-47 "Standard Qualification Procedure" covering the type <br /> of work to be performed. <br /> 014U0-4 <br /> 8301 <br /> (� <br />