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All steel not embedded in concrete or masonry shall receive one shop coat of an approved <br /> primer paint. All bolts shall be ASTM A-307 unless noted otherwise on the plans. Any <br /> anchor bolts in pressure treated shall be triple galvanized. 2. SPECIAL INSPECTIONS REQUIRED FOR STRUCTURAL WOOD <br /> PER IBC 1705.12.2. } 4 <br /> SPECIAL INSPECTION REQUIRED FOR: (as a minimum) q a <br /> PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR N o <br /> 1. Any epoxied connections to existing concrete. NAILING, ANCHORING, AND OTHER FASTENING OF ELEMENTS v = o <br /> OF THE SEISMIC FORCE-RESISTING SYSTEM, INCLUDING WOOD e <br /> MISCELLANEOUS: SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, a o w <br /> A� <br /> The contractor shall verify all dimensions and conditions in the field. Verify the size and SHEAR PANELS AND HOLD-DOWNS. <br /> location of all openings in the floor, the roof and the walls with architectural, mechanical SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN THE t <br /> and electrical drawings. Provide temporary bracing as required until all permanent FASTENER SPACING IS MORE THAN 4 INCHES. ,y <br /> connections and stiffeners have been installed. r <br /> C � <br /> 0 <br /> � w <br /> w0. <br /> C � g <br /> N <br /> w � <br /> Q U U U <br /> LO <br /> > X ti <br /> O w <br /> L P. MCC <br /> h� <br />