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Nfi��-MM G. TIMBER FRAMING: <br />1. h_] lumber to be graded per Eook: No. 16 of the <br />West Coast Lumber Inspection Bureau: <br />DF "No. 2" for �oists, rafters and light framing, plates, <br />hracing and 4" wide beams. <br />HF "Stud" fur studs. <br />2 Comply with latest edition of the N.F.P.A. <br />"Nation�l Design 5pecificatinn" as modiFi�d by the U.F.C. <br />for all structural timber requirements. <br />3. Joists and rafters to have 2" thicl: solid b1ocL:ing <br />supports. <br />4. Provide cut washers for all bolts 6earing on wood. <br />5. All nails =_hall 6e common wire nails. <br />6. Plywood: <br />Roof sheathing to be 1/2" C-D INT-AFA plywood with exterior <br />glue. P.I• 24/�7. Naili.ng 8d at b" o.c. at panel edges, 9d <br />at 12" o.c. at intermediate supports. <br />Subflooring to be 3/4" T°.G C-D INT-APA plywoad �aith <br />e;;terior glue� P.I. 40/24. Nailing 1�? � 6" o.c. at panel <br />edges, lnd at 10" o.c. at intermediate supports. <br />7. Pre-�abricat=d composite members to be designed by <br />a Washington State licensed structi�ral engineer and in <br />accordance with the specified load requirements. Subrtiit <br />complete shopdrawi.ngs with engineer's seal fcr approval <br />prior to faLrication. <br />� <br />� <br />� <br />H 1- <br />H "- <br />r. �- <br />�; <br />OC� <br />tT1 � <br />O� <br />� �. <br />F <br />�' <br />H � <br />�. <br />� t <br />� t <br />Y <br />� <br />2 <br />f-'�.q� ._ <br />