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Existing ' • <br /> solid wall t 1Ceiling Joist ,gyp <br /> — ‘A.,.., Ai <br /> , , . <br /> Plates at Ceiling plate <br /> right angles attaches frame to Ceiling <br /> to joists joists above ceilingA G plate on <br /> exist) al <br /> A _ - <br /> Nail is driven <br /> diagonally "° i ' <br /> through the x <br /> stud and Existing <br /> plate Drywall / wooden <br /> Nail is driven upward / <br /> through thewall <br /> \ <br /> door support Drywall <br /> Stud and stud 1 <br /> (Vertical <br /> ........--- <br /> 4 <br /> support) <br /> Blocking , :, <br /> (horizontal <br /> support) Nail is <br /> Door jamb driven Heavy appliances <br /> will attach ,sideways would need <br /> to studthrough extra blocking <br /> wall framethe stud or studs for <br /> Nail is * and into support <br /> ,blocking <br /> driven <br /> ledger/Wall , <br /> diagonally <br /> through <br /> stud and , 1 Sole plate <br /> sole plate ;j ` attaches frame <br /> to joists under <br /> Baseboard the floor <br /> F <br /> ... ..,.... ,...,..,uz,.-�W .., ,k,nu�,,.+�.aAsr«aaee .«��Sr�,c't�....�.� ,._. . �, <br /> Floor <br /> \ ,,, Sole plate of <br /> existing wal. <br /> k� <br /> Ir Joist <br /> WAC 246-359-340:Nailing schedule wood framed construction and concrete masonry units. http://apps.leg.wa.gov/wac/default.aspx?cite=246-359-34( <br /> �._ WASHINGTON STATE LEGISLATURE ?p <br /> WAC 246-359-340 <br /> Nailing schedule wood framed construction and concrete masonry units. <br /> All nailing must be completed according to Table 340. <br /> Table 340 <br /> Nailing Schedule <br /> CONNECTION NAILING <br /> 1. Joist to sill or girder, toenail 3-8d <br /> 2. Bridging to joist, toenail 2-8d <br /> each end <br /> 3. 1" x 6" subfloor or less to <br /> each joist, face nail 2-8d <br /> 4. Wider than 1" x 6" subfloor <br /> to each joist, face nail 3-8d <br /> 5. 2" subfloor to joist or girder, <br /> blind and face nail 2-16d <br /> 6. Sole plate to joist or <br /> blocking, typical face nail 16d at 16" <br /> Sole plate to joist or blocking, o.c. <br /> at braced wall panels <br /> 3-16d per 16" <br /> 7. Top plate to stud, end nail 2-16d <br /> 8. Stud to sole plate 4-8d, toenail <br /> or 2-16d, end <br /> nail <br /> 9. Double studs, face nail 16d at 24" <br /> o.c. <br /> 10. Doubled top plates, typical <br /> face nail 16d at 16" //4: <br /> 1 of 3 4/21/2017 8:45 Pl'v <br />