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� <br />h�y ..., .. ,. _,�7', ,+; rn.,-ra..- . - _ . ,�.� -�, � .- „ . . . <br />,?; <br />� <br />atandard sash blocl:. Continue rein{orced bond <br />floors and roof across the controi �oints. <br />8, Lintels for clear openings up to 7'-�" <br />deep with two #IS bars in bottom, e:;tending 24" <br />openings. <br />beams at <br />to be 16" <br />beyond <br />**Ac* G. TIhIPER FFAMIIVG: <br />1. All lumber to be graded per Pool; No., 16 of the <br />4Jest Coast Lumber Inspection Bureau: <br />DF "No. 2" for .7oists, r�fters �nd light framing, pl�tess <br />hre�cing and 4" wide beams. <br />DF "No.i" �for posts and other beams. <br />Q,F "Stud" •Foi^ studs. <br />2. Comply viith latest edition of the N.F.f'.A. <br />"National Design Speciiication" as modified by the U.B.C. <br />for• all strur_turG�l timber requirements. . <br />3. Joists and rafters tu have �" thick solid blocl:ing <br />supports. <br />q. Frovide cut washers for all bolts bearing on wood. <br />5. Spil:e all l�minated members together with lOd <br />nails ;� 12" o.c. staggcred. Splice laminatins at supports <br />only. <br />b. All nails shall be common wire nails. <br />7, Glue-lzmin�t�d timbers, Douglas Fir. AITC-grading: <br />Combination 24F; dry condition of use, wet condition of use <br />for e::posed members. <br />Industrial appearance grzcie. <br />Fabricsting plant A.I.T.C. lnspected. <br />Ulrap individual membei^s. <br />Submit shopdraviings for approval prior tn faGrication. <br />8. Flywood: <br />Roof sheathiny to be 1 1/0" T u G Sturri-I-Floor EXT-AFA <br />plywood. Nailing lOd at 6" o.c. st panel edges, lOtl at 10" <br />n.c. at intermediate support>. <br />Subflooring to be 1 1/8" T u G STURD-I-FLOOF EXT-AFA <br />plyv�ood. Nailing 10d u� 6" o.c. at panel edges, i0d at li�" <br />o.�, at intei�mediate support�. <br />*ffi�* F{, STRUCTUI'iAL STEEL: <br />� 1. All s'teel. ASTM A-36 <br />Pip��: ASTM H-��,• type E or S, grzde R. <br />All bolts: AS'I'M A-���7 <br />�. All •fabrication, er�ction and Uetailing in <br />accord��nce with the latest edition of the "Ihanual of Steel <br />Construction" uf the American Institi.ite of S'teel <br />Construction. <br />�. All weldinc! by WAPO cert:fied welders in accordance <br />o-iith 'the "4JelrJing Handbook" by the American Welding <br />Society. <br />4. All welds �/16" min. cnntinuous fillet o-ields using <br />ASW A5. E70XX electrodes. <br />5. Provide washer� on bolted connections. <br />6. H11 steel not embedded in �oncrete or masonry to <br />re�eive one shop coat oF an �pproved primer paint. <br />7. Furnish complete shopdrawings prior to fabrication. <br />Page 3 <br />; � r 'rii;:: <br />� , c: <br />,; , <br /><; <br />;;i <br />?; <br />