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stresses and floor and roof deck welding and welded studs when <br />used for structural diaphragm or composite systems may have <br />periodic inspections in accordance with R -8.005-B-7.5. of these <br />regulations. For periodic inspection, the inspector shall check <br />qualifications of welders at the start of work and then make final <br />inspection of all welds for compliance prior to completion of <br />welding. <br />7.1.6. High -Strength Bolting: As required by U.B.C. Standard No. 27-7. <br />Exceptions: <br />7.1.6.1. The special inspector need not be present during the entire <br />installation and tightening operation, provided he/she has: <br />7.1.6.1.1. Inspected the surfaces and bolt type for <br />conformance to plans and specifications prior to start of bolting. <br />7.1.6.1.2. And will, upon completion of all bolting, verify <br />the minimum specified bolt tension for 10 percent of the bolts for <br />each connection with a minimum of two bolts per connection. <br />7.1.6.2. In bearing -type connections when threads are not required <br />by design to be excluded from the shear plane, inspection prior to or during <br />installation will not be required. <br />7.1.7. Structural Masonry: During preparation of masonry wall prisms, <br />sampling and placing of all masonry units, placement of reinforcement, inspection <br />of grout space, immediately prior to closing of cleanouts, and during all grouting <br />operations. <br />Exceptions: <br />7.1.7.1. Special inspection need not be provided when design <br />stresses have been adjusted to permit noncontinuous inspection. <br />7.1.7.2. For closed-end hollow -unit masonry where the fm is no <br />more than 1500 psi for concrete units or 2600 psi for clay units and <br />cleanouts are provided at the bottom course of every grout pour at each <br />vertical bar, special inspection for placing of units may be performed on a <br />periodic basis in accordance with R -8.005-B-7.5. <br />7.1.7.3. For open-end hollow -unit masonry where cleanouts are <br />provided at the bottom course of every grout pour at each vertical bar, <br />special inspection for placing units may be performed on a periodic basis in <br />accordance with Section R -8.005-B-7.5. <br />Administrative Order - Page 26 of 40 <br />