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Table R602.3(1)
<br />FASTENING SCHEDULE
<br />MA 4
<br />DESCRIPTION OF BUILDING
<br />ELEMENTSI
<br />NUMBER AND TYPE OF FASTENER
<br />it, b, `
<br />SPACING AND
<br />LOCATION -OF
<br />FASTENERS
<br />Roof
<br />1
<br />Blocking between ceiling joists or rafters
<br />to to late;-tee�eail
<br />3-8d (2'/2 " x 0.113")
<br />at each end, toe nail
<br />2
<br />Ceilin joists to top plateT4ee-neil
<br />3-8d 2 %2 " x 0.113"per
<br />joisL toe nail
<br />3
<br />Ceilin joist not attached to parallel rafter
<br />fffj", laps over partitions €aee-xail
<br />(see Section R802.3.1. R802.3.2, Table
<br />3-10d (3" x 0.128")
<br />Face nail
<br />R802.5.I 9
<br />4
<br />Ceiling joist attached to parallel rafter
<br />Per Table R802.5.1(9)
<br />Face nail
<br />(heel joint) (see Section R802.3,1,
<br />R802.3.2 Table R802.5.1 9
<br />45
<br />Collar tie to rafter, €aeemil or 1 1/4" x 20
<br />gage ridge strap -to rafter
<br />3-10d (3" x 0.12871)
<br />Face nail
<br />56
<br />Rafter or roof truss to plate, toe mil
<br />3-16d box nails (3 '/2" x 0.135"); or
<br />3-10d common nails (3" x 0.148")
<br />2 toe nails on one side and
<br />1 toe nail on opposite side
<br />of each rafter or truss'
<br />57
<br />Roof rafters to ridge, valley or hip rafters:
<br />or. roof rafter to . "° 2-inch ridge
<br />beam tee -evil €see i iail
<br />4-16d (3 %2 " x 0.135")
<br />3-16d (3 '/2 " x 0.135")
<br />Toe nail
<br />End nail
<br />Wall
<br />78
<br />Stud to stud (not
<br />at braced wall panpW
<br />IOd (3" x 0.128")
<br />24" o.c. face nail
<br />89
<br />Abuoing iffterseeting
<br />16d (3 '/2 " x 0.135")
<br />12" o.c. face nail
<br />studs at wall eefaefg,
<br />€eee mil -Stud to stud and abutting studs at
<br />intersecting wall corners (at braced wall
<br />panels
<br />910
<br />4/Z
<br />spaeeFBuilt-ug header (_2-inch to 2-inch
<br />16d (31/2" x 0.135")
<br />16" o.c. alongeach edge
<br />face nail
<br />header
<br />44)
<br />atintled headef, two pieee
<br />IKA 62./2', v n 351",
<br />n .
<br />11
<br />Continuous header to stud, teem64
<br />4-8d (2 1/2 " x 0.113"
<br />Toe nail
<br />4-2
<br />Doable studs, fee
<br />24"-e.e.
<br />Table R602.3(1)
<br />1312
<br />Top_plate to
<br />IOd (3" x 0.128")
<br />24" o.c. face nail
<br />top plate
<br />4413
<br />8-16d (3 '/2 " x 0.135")
<br />Face nail on each side of
<br />end joint (minimum 24"
<br />effiet of eadjoints, faee nail in lapped
<br />ILLp Mlice length each side
<br />area Top plate to to plate at end joints
<br />of end joint
<br />4514
<br />16d (3 '/2 " x 0.135")
<br />16" o.c. face nail
<br />Bottom plate to joist, rim joist, band joist
<br />or blocking not at braced wall anels
<br />4-6
<br />3-16d (31/21' x 0.135")
<br />16" o.c. face nail
<br />waft panels Bottom plate to joist. rim joist,
<br />band joist or blocking at braced wall
<br />anels
<br />4716
<br />Stud to sale -bottom plate tee nail
<br />3-8d (21/2" x 0.113")
<br />Toe nail
<br />or
<br />2-16d 31/2" x 0.135"
<br />End nail
<br />4817
<br />Top or sele bottom plate to stud -:pan
<br />2-16d (31/2" x 0.135")
<br />End nail
<br />4918
<br />Top plates, laps at corners and
<br />2-1Od (3" x 0.128")
<br />Face nail
<br />intersections-, nee-xatl
<br />2019
<br />1" brace to each stud and lato�nail
<br />p
<br />2-8d (21/z x 0. 113
<br />"
<br />Face nail
<br />2 staples 13/4"
<br />--
<br />2420
<br />1" x 6" sheathing to each bearingf'aee-tail
<br />2-8d (21/2" x 0.113")
<br />Face nail
<br />2 staples, 1" crown 16 a. 13/4"lon
<br />-
<br />tqf
<br />�
<br />n n
<br />2 8d (244' v n 113 rr,
<br />n
<br />_
<br />2321
<br />I"x 8":
<br />Face nail
<br />blearing, €nee nail-1" x 8" and wider
<br />2-8d (2J2" x 0.113")
<br />--
<br />sheathing to each bearing
<br />3 staples. I" crown, 16 ga., 13/4"
<br />long
<br />Wider than l"x 8":
<br />3-8d (21/2" x 0.113")
<br />4 staples, 1" crown, 16 ga._ 13/4"
<br />ion
<br />Floor
<br />2422
<br />Joist to sill, top plate, or girder-,4ee-nail
<br />3-8d (21/2" x 0.1 t 3")
<br />Toe nail
<br />25;3
<br />8d (21/2" x 0.113")
<br />6" o.c. toe nail
<br />applieetiees alse)Rim joist, band joist, or
<br />blockingto sill or top Rlate �<
<br />8d (2 W, „ n 1 13")
<br />" e.e.
<br />2724
<br />1" x 6" subfloor or less to each joist,, nee
<br />2-8d (21/2" x 0.113")
<br />Face nail
<br />nail
<br />2 staples. 1" crown 16 iia., 13/41,lon
<br />2825
<br />2" subfloor to joist or girder;,A4H d-aad
<br />€aee-nail
<br />2-16d (31/2" x 0.135")
<br />Blind and face nail
<br />2926
<br />2" planks (plank & beam - floor & roof)
<br />2-16d (31/2" x 0.135")
<br />at each bearing, face nail
<br />3027
<br />Built-up girders and beams, 2-inch lumber
<br />IOd (3" x 0.12811)
<br />Nail each layer as follows:
<br />layers
<br />32" o.c. at top and bottom
<br />and staggered.
<br />Two nails at ends and at
<br />each splice.
<br />3428
<br />Ledger strip supporting joists or rafters
<br />3-16d (31/2" x 0.135")
<br />At each joist or rafter -face
<br />nail
<br />29
<br />Joist to band joist or rim joist
<br />4-10d (3" x 0.128")
<br />End nail
<br />30
<br />BJgjne to joist
<br />2-10d (3" x 0.128")
<br />Each end, toenail
<br />ITEM
<br />DESCRIPTION OF BUILDING
<br />DESCRIPTION OF FASTENER `' `
<br />SPACING OF
<br />Table R602.3(1)
<br />MATERIALS
<br />FASTENERS
<br />Edges
<br />Intermediate
<br />(inches)'
<br />supports
<br />inches "e
<br />Wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard wall
<br />sheathing to framing
<br />3231
<br />3/8" -1/2"
<br />6d common (2" x 0.113") nail (subfloor
<br />6
<br />128
<br />wall}'
<br />8d common 21/2" x 0.131" nail (roof)'
<br />3332
<br />19/32" - 1"
<br />8d common nail (21/2" x 0.13111)
<br />6
<br />129
<br />3433
<br />11/8" - 11/4"
<br />1Od common (3" x 0.148") nail; or
<br />6
<br />12
<br />8d 21/2" x 0.131" deformed nail
<br />Other wall sheathing
<br />3534
<br />1/2" structural cellulosic
<br />11/2" galvanized roofing nail, 7/16" erewn a
<br />3
<br />6
<br />fiberboard sheathing
<br />head diameter, or I" crown staple 16 ga.,
<br />11/4" lop
<br />3635
<br />25/32" structural cellulosic
<br />13/4" galvanized roofing nail, 7/16" erewn
<br />3
<br />6
<br />fiberboard sheathing
<br />head diameter. or I " crown staple 16 ga.,
<br />11/2" lop
<br />3736
<br />1/2" gypsum sheathing
<br />11/2" galvanized roofing nail; staple
<br />7
<br />7
<br />galvanized, 11/2" long; 11/4 screws, Type W
<br />or S
<br />3837
<br />5/8" gypsum sheathing d13/4"
<br />galvanized roofing nail; staple
<br />7
<br />7
<br />galvanized, 15/8" long; Isle" screws, Type
<br />WorS
<br />Wood structural panels, combination subfloor underlayment to framing
<br />3938
<br />3/4" and less
<br />6d deformed (2" x 0.120") nail; or
<br />6
<br />12
<br />8d common 2i/2" x 0.131" nail
<br />40L9
<br />A" - 1"
<br />8d common (21/2" x 0.131") nail; or
<br />6
<br />12
<br />8d deformed 21/2" x 0.120" nail
<br />4440
<br />1 ds" - 11/4"
<br />1 Od common (3" x 0.148") nail; or
<br />6
<br />12
<br />8d deformed 21/21' x 0.120") nail
<br />For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 Ksi = 6.895 MPa.
<br />a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall
<br />have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters
<br />larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
<br />b. Staples are 16 gage wire and have a minimum 7h6-inch on diameter crown width.
<br />c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
<br />d. Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
<br />e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
<br />f. For regions having basic wind speed of 110 mph or greater, 8d deformed (2d2" x 0.120) nails shall be used for attaching plywood and wood
<br />structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to
<br />35 feet maximum.
<br />g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing
<br />shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate
<br />supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable
<br />end wall framing.
<br />h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to
<br />ASTM C 208.
<br />i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor
<br />perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.
<br />Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other
<br />provisions of this code. Floor perimeter shall be supported by framing members or solid blocking.
<br />j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter
<br />and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be
<br />required.
<br />Reason: This proposal is submitted by the ICC Building Code Action Committee (BCAC) The BCAC was established by the [CC
<br />Board of Directors to pursue opportunities to improve and enhance an assigned international Code or portion thereof. This includes
<br />both the technical aspects of the codes as well as the code content in terms of scope and application of referenced standards. Since
<br />its inception in July, 2011, the BCAC has held 6 open meetings and numerous workgroup calls which included members of the
<br />BCAC as well as any interested party to discuss and debate the proposed changes. Related documentation and reports are posted
<br />on the BCAC website at: http://www.iccsafe.org/cs/BCAC/Pages/default.aspx.
<br />SIMPSON H2.5 EACH
<br />OUTLOOKER TO GABLE
<br />END TRUSS
<br />JZDD
<br />TO r ST5
<br />RIDGE BEAM
<br />PER PLAN
<br />COMMON
<br />HANGER
<br />GABLE END
<br />RAFTER
<br />%2" CDX OR 3(em OSB ROOF
<br />SHEATHING. NAIL w/ 8d 0 6"
<br />o/c PANEL EDGE AND 8d 0 12"
<br />o/c PANEL FIELD
<br />EDGE NAILING
<br />UTLOOKER SPA
<br />2x HF#2 OUTLOOKERS 0
<br />24" o/c - SIZE AND
<br />SPAN PER TABLE
<br />SOLID BLOCKING
<br />BETWEEN OUTLOOKERS
<br />0 BEARING
<br />SIZE
<br />SPAN
<br />2x4 FLAT
<br />18"
<br />2x6 FLAT
<br />24"
<br />2x4
<br />36"
<br />2x6
<br />42" 71
<br />OU TLOOKER CONNECTION
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
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<br />OCT t 12021
<br />Drawn By. CHRIS
<br />Checked By. CHRIS
<br />Date:10-11-21
<br />D' JOB NO.
<br />9055
<br />STRUCTURAL
<br />DETAILS
<br />S-5.0
<br />
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