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� <br /> i <br /> -3- i <br /> 3. Joists to have 2" thick solid blocking at supports. <br /> 4. Spike all laminated members together with lOd nails <br /> @ 12" o.c. staggered. Splice laminations at supports <br /> only. <br /> 5• Provide cut washers for all bolts and nuts bearing on <br /> wood. <br /> 6. All nails shall be common wire nails. <br /> 7. Plywood: <br /> Roof sheathing to be 5/8" C-D INT-APA with exterior glue, <br /> P. i. 30/12. Plywood nailing 8d @ 6" o.c. at panel edges, <br /> 6d a 12" o.c . at intermediate supports. Subflooring to <br /> be 5/8" C-D INT-APA with exterior glue, P. I. 32/16. Use <br /> T and G, if no underlayment. Plywood nailing 8d @ 6" o.c. <br /> at panel edges, 8d @ 10" o.c. at intermediate supports. <br /> 8. Pre-fabricated trussed members to bE designed by a Wash- <br /> ington State licensed engineer and in accordance with the <br /> requ.irements shown. Submit Complete shopdrawings for ap- <br /> proval prior to fabrication. <br /> Ii. MISCELLlNEOUS <br /> 1. Cont:ractor to verify all dimensions in the field. <br /> 2. Ver:ify size and location of all openings in floor, roof, <br /> and walls with mechanical and electrical work. <br /> 3. Provide temporary bracing as required until all permanent <br /> connections and stiffinqs have been installed. <br /> 9• Pre-fabricated items to be handled and installed per <br /> mfr' s recommendations. <br /> z �t <br /> yp fry '. <br /> ���' ` <br /> �T"'MT.d� , +nSMwr .. <br /> , .� . ^"�"'._ d_ _ . .. <br />