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TABLE 2304.9. 1
<br />FASTENING SCHEDULE
<br />4" LAMINATE TO
<br />MATCH FLOORING
<br />M
<br />-IN
<br />II
<br />II
<br />II
<br />mil
<br />2P ��-I
<br />3F I I
<br />( II I I
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - --------�-JI
<br />I- - -- -- - J
<br />5' Il 3'-(o 0 �/
<br />�, I I IFLOOR FRAM IN
<br />4" HARDWOOD
<br />PLANK FLOORING
<br />/- alp PLYWOOD SUB FLOOR
<br />2x4 PT 7_ _� NOTCH TO ACCO!'11DATE
<br />2x12 f=VC PIPE FOR SOUND RUN
<br />EXISTING TERRAZZO FLOORY 2x12 PT JOIST's 0 16" O.C.
<br />■ M
<br />■
<br />0 1'
<br />( _�) q" tJL 1 WLC JLJ
<br />AROUND RADIUS
<br />3 I STAIR DETAIL
<br />61 - m4DIUS ARM4
<br />PLAN
<br />4" HARDWOOD
<br />PLANK FLOORING
<br />¢" PLYWOOD SUB FLOOR
<br />2x 12 PT JOIST'S 'a 10" O.C.
<br />t,.-.J-, 14 I TYP. PLATFORM DETAIL
<br />m s
<br />CONNECTION
<br />FASTENINGo,m
<br />LOCATION
<br />1. Joist to sill or girder
<br />3-8d common (2 1/2" x 0.131")
<br />3-3" x 0.131" nails
<br />toenail
<br />3-3" 14 gage staples
<br />2. Bridging to joist
<br />2-8d common (2 1/2" x 0.131")
<br />2-3" x 0.131" nails
<br />toenail each end
<br />2-3" 14 gage staples
<br />3. 1" X 6" subfloor or less to each joist
<br />2d-8d common (2 1/2" x 0.131")
<br />face nail
<br />4. Wider than 1 X 6 subfloor to each joist
<br />3d-8d common 2 1 2" x 0.131"
<br />face nail
<br />5. 2 subfloor to joist or girder
<br />2d-16d common(3 1/2" x 0.162
<br />blind and face nail
<br />6. Sole plate to joist or blocking
<br />16d (3 1/2" x 0. 135")at 16" o. c.
<br />3" x 0. 131" nails at 8" o. c.
<br />typical face nail
<br />3" 14 gage staples per 12"
<br />Sole plate to joist or blocking at braced wall panel
<br />3-16d (3 1/2" x 0.135")at 16"
<br />4-3" x 0.131" nails at 16" a. c.
<br />braced wall panels
<br />4-3" 14 cage staples per 16"
<br />7. Top plate to stud 2 - 16d common
<br />2-16d common 3 1 2 x 0.162
<br />3-3" x 0.131" nails
<br />end nail
<br />3-3" 14 a e sta les
<br />8. Stud to sole plate
<br />4-8d common 2 1/2 x 0.131
<br />4-3" x 0.131" nails
<br />toe nail
<br />3-3" 14 gage staples
<br />2-16d common (3 1/2" x 0.162"
<br />3-3" x 0.131" nails
<br />end nail
<br />3-3" 14 gage staples
<br />9, Double Studs
<br />16d 3 1/2" x 0. 162 at 24 0. c.
<br />3" x 0.131" nails at 8" o,c.
<br />face nail
<br />3" 14 gage staple at 8" o, c.
<br />10. Double top plates
<br />16d 3 1/2 x 0. 135 at 16 a. c.
<br />3" x 0.131" nails at 12" o, c.
<br />typical face nail
<br />3" 14 gage staple at 12" o. c.
<br />Double top plates
<br />8-16d common S3 1/2" x 0,162"
<br />12-3" x 0, 131' nails
<br />lap splice
<br />12-3" 14 clage typical face nail
<br />11. Blocking between joists or rafters to top plate
<br />3-8d common 2 1/2" x D.131 )
<br />3-3" x 0. 131" nails
<br />toe nail
<br />3-3" 14 gage staples
<br />12. Rim joist to top plate
<br />8d 2 1/2 x 0.131") at 6 0. c.
<br />3" x 0.131" nails at 6" o, c.
<br />toe nail
<br />3" 14 gage staples at 6" o. c.
<br />13. Top plates, laps and intersections
<br />2-16d comma 3 1/2 x 0. 162)
<br />3-3" x 0. 131' noi is
<br />face nail
<br />3-3" 14 qoqe staples
<br />14. Continuous header, two pieces
<br />16d common 3 1 2" x 0.162"
<br />16" a. c. along edge
<br />15. Ceiling joists to plate
<br />3-8d common t 2 1/2' x 0. 131
<br />5-3" x 0. 131' nails
<br />toe nail
<br />5-3" 14 gage staples
<br />16. Continuous header to stud
<br />4-8d common 2 1/2" x 0.131
<br />toe nail
<br />CONNECTION
<br />FASTENING 0,m
<br />LOCATION
<br />17. Ceiling joists, laps over partitions
<br />3-16d common 3 1/2 x 0. 16 2min,
<br />(see Section 2308, 10.4. 1, Table 2308. 10,4. 1)
<br />Table 2308.10.4.1
<br />face nail
<br />4-3"x 0,131" nails
<br />4-3" 14 gage staples
<br />18. Ceiling joists to parallel rafters
<br />3-16d common 3 1/2 x 0. 162)min,
<br />( see Sec t i on 2308, 10, 4. 1, Tab l e 2308. 10. 4. 1)
<br />Table 2308, 10. 4. 1
<br />face nail
<br />4-3% 0, 131" nails
<br />4-3" 14 gage staples
<br />19. Rafter to plate
<br />3-8d common 2 1/2 x 0.131
<br />( see Section 2308, 10. 1, Table 2308. 10, 1)
<br />3-3" x 0. 131' nails
<br />toe no i 1
<br />3-3" 14 gage staples
<br />20. 1" diagonal brace to each stud and plate
<br />2-8d common (2 1/2' x 0.131")
<br />2-3" x 0.131" nails
<br />face nail
<br />2-3" 14 gage staples
<br />21. 1 x 8 sheathing to each bearing wall
<br />3-8d common 3 1/2 x 0.162
<br />face noi1
<br />22. Wider than 1"X 8" sheathing to each bearing
<br />3-8d common (3 1/2" x 0.162")
<br />face nail
<br />23. Built-up corner studs
<br />16d common( 3 1/2" x 0. 162")
<br />24" o. c.
<br />3" x 0. 131" nails
<br />16" a. c.
<br />3" 14 gage staples
<br />16" o. c.
<br />24. Built-up girder and beams
<br />20d common (4 x 0.192") 32" a. c.
<br />f
<br />3" x 0.131" nail at 24" a. c.
<br />face nail at top and bottom
<br />3" 14 gage staple at 24" o.c.
<br />staggered on opposite sides
<br />2-20d common (4" x 0, 192")
<br />3-3" x 0.131" nails
<br />face nail at ends and at each
<br />3-3" 14 gage staples
<br />splice
<br />25, 2 planks
<br />16d common 3 1 2 x 0.162
<br />at each bearing
<br />26. Collar tie to rafter
<br />3-1Od common (3 x 0, 148)
<br />4-3" x 0.131" nails
<br />face nail
<br />4-3" 14 gage sta les
<br />27. Jack rafter to hip
<br />3-10d common 3" x 0,148
<br />4-3" x 0.131" nails
<br />toe nail
<br />4-3" 14 gage staples
<br />2-16d common (3 1/2" x 0.162")
<br />3-3" x 0.131" nails
<br />face nail
<br />3-3" 14 gage staples
<br />28. Roof rafter to 2-by ridge beam
<br />2-16d common (3 1/2 x 0.162
<br />toe nail
<br />3-3" x 0.131" noi Is
<br />3-3" 14 gage staples
<br />2-16d common ( 3 1/2" x 0. 162" )
<br />3-3" x 0.131" nails
<br />face nail
<br />3-3" 14 gage staples
<br />29. Joist to band joist
<br />3 - 16d common 3 1/2 x 0.162
<br />face nail
<br />5-3" x 0.131" nails
<br />5-3" 14 qaqe staples
<br />30. Ledger strip
<br />3 - 16d common (3 1/2" x 0,162'
<br />4-3" x 0.131" nails
<br />face nail
<br />4-3" 14 gaqe staples
<br />31, Wood structural panels and particleboard:b
<br />1/2" and
<br />6dc'1
<br />Subfloor, roof and wall sheathing (to framing):
<br />less
<br />2 3/8" x 0. 113" nailn
<br />1 3/4" 16 gage
<br />15/32"in to
<br />8d common (roofs in
<br />19/32q
<br />110-140 mph (Exp. B)
<br />19/32 to
<br />3/4"
<br />6 inch o, c. edges and
<br />8d d or 6d e
<br />intermediate. 4 inch o. c, at
<br />2 3/8"x 0.113 nailp
<br />component and cladding edge
<br />7/8" to 1"
<br />gage p
<br />strip #3 (referto Figure
<br />8da16
<br />6-3 of ASCE 7)
<br />Single Floor (combination subfloor-underloyment
<br />1 1/8" to 110dd
<br />or 8de
<br />to framing):
<br />1/4"
<br />3/4" and
<br />6de
<br />less
<br />7/8" to 1"
<br />8de
<br />1 1/8" to 1
<br />10d d 8de
<br />1/4"
<br />or
<br />32. Panel siding (to framing)
<br />112" or less
<br />6df
<br />5/8"
<br />8df
<br />33. Fiberboard sheathing: g
<br />1/2"
<br />No. 11 gage roofing nail
<br />6d common nail (2%
<br />113")
<br />No. 16 gage stapler
<br />No.
<br />2 5 /32"
<br />11 gage roofing nailh
<br />8d common nail (2 1/
<br />"x 0. 131")
<br />No. 16 gage stapler
<br />34. Interior paneling
<br />1/4"
<br />4dr
<br />3/8"
<br />6dk
<br />For S1: 1 inch = 25.4 mm.
<br />a. Common or box nails are permitted to be used except where otherwise stated,
<br />b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For
<br />nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing ore permitted to be
<br />common, box or casing.
<br />c. Common or deformed shank (6d - 2' x 0. 113' ; 8d - 21/2' x 0, 131' 10d - 3' x 0. 148' ).
<br />d. Common (6d - 2' x 0. 113' 8d - 21/2' x 0, 131' 10d - 3' x 0. 148' ).
<br />e. Deformed shank (6d - 2' x D. 113' 8d - 2112' x 0. 131' 10d - 3' x 0. 148' ).
<br />f. Corrosion -resistant siding (6d - 17/8' x 0. 106' ; 8d - 23/8' x 0. 128' ) or casing (6d - 2' x 0. 099' ; 8d - 21/2' x 0. 113' ) nail,
<br />g, Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing
<br />shall be 6 inches
<br />on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
<br />h. Corrosion -resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch sheathing and 1 3/4-inch length for 25/32-inch
<br />sheathing.
<br />i. Corrosion -resistant staples with nominal 7/16-inch crown and 1 1/8-inch length for 1/2-inch sheathing and 1 1/2-inch length for 25/32-inch
<br />sheathing. Panel supports
<br />at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
<br />j, Casing (21/2' x 0.080' ) or finish (21/2' x 0.072' ) noils spaced 6 inches on panel edges, 12 inches at intermediate supports.
<br />k. Pone] supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
<br />1. For roof sheathing applications, 8d nails (21/2' x 0.113' ) are the minimum required for wood structural panels.
<br />m. Staples shall have a minimum crown width of 7/16 inch.
<br />n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
<br />o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 5
<br />inches at
<br />intermediate supports for roof sheathing.
<br />p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
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<br />PROJECT NO.
<br />2011-20
<br />DWG NS1 0.
<br />6/7/2011 2:17:07 PM, Xerox 510 Series
<br />
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