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ITEM
<br />DESCRIPTION OF BUILDING
<br />NUMBER AND TYPE OF
<br />SPACING AND LOCATION
<br />ELEMENTS
<br />III FAT El a, a. c
<br />!
<br />Roof
<br />--
<br />4-8d; box (2'/2" x 0.113") or
<br />1
<br />Blocking between ceiling joists or
<br />3-8d common (2'/2" x 0.13V); or 3-
<br />Toe hail
<br />rafters to top plate
<br />I Od box (3" x 0. i 28')-, or
<br />3-3N x 0.131 " nails
<br />4-8d box ('/" x 0.113"); or
<br />2
<br />ceiling joists to top plate
<br />3-8d common (21/2" x 0.13'1"); or 3-
<br />Per joist, foe nail
<br />10d box (3" x 0.128'); or
<br />3-3" x< 0.131' nails
<br />Ceiling joist not attached to parallel
<br />4-1 Od box (38 x 0.128"); or
<br />3
<br />rafter, laps over partitions
<br />a
<br />3-16d common (3/2" x 0.162), or 4-
<br />Farce nail
<br />(see Section R302.5.2 and Table
<br />g
<br />+^. rr }< 0.131' nails
<br />�S
<br />gg
<br />I�"i 802.5.2)
<br />Ceiling joist attached to parallel rafter
<br />4
<br />(heel joint),
<br />Table R3f12. .%
<br />Fa nail
<br />see Section R802.5.2 and Table
<br />R802.o_2.
<br />Collar tie to rafter, Mace nail or 1'/4" x 20
<br />4-1Od box (3" x 0.123"); or
<br />5
<br />ga. ridge strap to railer
<br />3-1 Od common (3" x 0.148'); or 4-3"
<br />Face nail each rafter
<br />x 0.13'1" nails
<br />3-16d box nails (33ix° x 0.135Y), or 3-
<br />2 to{f nails on one side and 1
<br />6
<br />Rafter or roof truss to plate
<br />10d common nails (3'x0A48"), or 4-
<br />�8"),
<br />toe nail on opposite side of
<br />:
<br />ci. (3"
<br />10d boxj x 0.12
<br />each rafter or truss`
<br />or 4-3" x 0.131' nails
<br />4-16d'(3'/2" x 0.135"); or
<br />3-10d common (3" x 0.148");
<br />Toe nail
<br />Roof rafters to ridge, valley or hid
<br />or4-10d box (3" x 0.128"); or
<br />7
<br />rafters or roof rafter to rninimum
<br />4®3" � 0.131" nails
<br />3-16d box 3'/2" x 0} 1r35"); or
<br />ridge beam
<br />2-16d common ('3/2 x 0.162")or 3-
<br />End nail
<br />10d box (3" x 0.128'); or
<br />0.131' nails
<br />ITEMJ
<br />DESCRIPTION F BUILDING�
<br />UMBER AND TYPE F
<br />SPACING AN LOCATION
<br />ELEMENTS
<br />A �' e' e
<br />Fall
<br />16d common (31/2' x 0.162")
<br />24" oa c. face nail
<br />8
<br />Stied to stud (not at braced wall panels)
<br />10c1 box (Y x 0.128"); or
<br />1 " o.c. face nail
<br />3" x 0,131 " nails
<br />Stud to said and abutting studs at
<br />16d box (3'/2' x 0.13 '); or
<br />12" o.c. face nail
<br />9
<br />intersecting wall cornea at braced
<br />6.13'1" nails
<br />w11 panels)
<br />16c1 common (3'/2" x 0.162")
<br />16' o.c. face nail
<br />Built-up header (2" to 2" header with /2"
<br />16d common (3/2" x 0.162")
<br />16" o.c. each edge face nail
<br />10
<br />sparer)
<br />16d box (j%" x 0.135")
<br />1" o.c. each edge face nail
<br />5-8d box (2Y2" x 0.113"); or
<br />11
<br />Continuous header to stud
<br />4-13d common (2'/2" x 0,13'1"); or 4-
<br />Too trail
<br />10d box (Y x 0.126")
<br />16d common (3'/2' x 0.162)
<br />16" o,c. face nail
<br />12
<br />Top plate to top plate
<br />10d box (3" - 0.128'); or
<br />3" x 0.131' nails
<br />3'
<br />12 face nail
<br />8-16d common RV2' x 0.162"); or 12-
<br />Face nail on each side of end
<br />1 3
<br />Double top plate splice
<br />16d box (3�e'2" x 0.1 "); or
<br />joint (minimum 24" tap splice
<br />12-10d box (3" x 0.128"), or
<br />length each side of end joint)
<br />12-3" x 0.131' nails
<br />Bottom plate to joist, rim joist, band
<br />16d common (3/2" x 0.162")
<br />16" o.c. face nail
<br />14
<br />joist or blocking (not at braced wall
<br />16d box (31/2" x 0.135"); or
<br />panels)
<br />3" x 0.131' nails
<br />12" o_c_ face mail
<br />13ittorn fate to titre Gist, hand
<br />" joist,'r
<br />3-16d box (3'/2" x 0.135"); car
<br />3 each 16" o.c. face nail
<br />l5
<br />C c �
<br />joist or blocking (a. braced .all panel)
<br />2-16d common (3s2" x 0.16a2"); or 4-
<br />2 each 16" o.c. face- nail
<br />3" 0.131" nailer
<br />4 each 16'° o:c. face nail
<br />4-8d box (2'/2" x 0.11'3"); or
<br />3-16d box (3'/2" x O. I35"), or
<br />4-8d common (21/2' x 0.13V); or 4-
<br />Toe nail
<br />10d box (3" x 0. `128')'; or
<br />16
<br />Top or bottom: plate to stun
<br />4-3" x 0.131' nails
<br />3-16d box (31/2" x 0,1 5"); or
<br />2-16d common (3%/_" x 0.162"), or
<br />End nail
<br />3-10d box (3" x 0.12i3'); or
<br />3-3' x 0.131' nails
<br />Top plates, laps at corners and
<br />3-10d box (J" x 0.'128"); or
<br />17
<br />intersections
<br />2-16d common (3i/2" x 0.162"); or 3-
<br />Face nail
<br />3" x 0.131" nails
<br />3-6d box (2'/2" x 0.113'); or
<br />16
<br />1 e' brace to each stud and plate
<br />2-8d common (21/2" x 0.131 "); or 2-
<br />Face nail
<br />m
<br />1Od box (3"_X 0.128"); or
<br />o staples 1-/4"
<br />3-3d box (2'/2" x 0.113"); or
<br />19
<br />1 "° ^ 6" sheathing to each bearing
<br />28r.1 common (21/2" x 0A3V ), or 2-
<br />Face nail
<br />10d box W x 0.123,,); or
<br />2 staples, 1" crown, 16ga., 13/' long
<br />3-8d box (21/2" x 0.113"); or
<br />3-8d common (212" x 0.131'); or 3-
<br />10d box (3" x 0.128"); or
<br />3 staples, 1" crown, 16 cga.,, 11f" long
<br />2O
<br />1� r 8" and wider sheathing to each
<br />Face nail
<br />bearing
<br />Wider than 1"- S" 4-8d box (2'/2' x
<br />0.113'); or
<br />3-8d common (21/2' x 0.13'i `°); or 3-
<br />1 Od box (3" x 0.128" ); or
<br />4 staples, 1" crown, 16 ga.; 'IY4' long
<br />ITEM
<br />DESCRIPTION OF BUILDIN
<br />NUMBER AND TYPE OF
<br />4,
<br />SPACING AND LOCATION
<br />ELEMENTSFloor
<br />FAQ ,
<br />4-8d box; (2'/2" x 0,11 Y); or
<br />3-d common (2'/2" x 0.13 1 "); or 3- Toe nail
<br />2/ Joist to sill, top plate or girder
<br />10d box (3" x 0:128"); or
<br />3-3° x 0.131" nails
<br />8d box (2/' x 0.1,13')
<br />4" o,o. toenail
<br />22
<br />Rim joist, bane joist or blocking to sill or
<br />8d common (2'!'' x 0.131"); or 1Od
<br />top plate (roof applications also)
<br />box (3" x 0.128"); or
<br />6" o.c. toe nail
<br />3" x 0A31" nails
<br />3-8d box (21/2" x 0113"); or
<br />23
<br />1 x 6" subfloor or less to each joist
<br />2-6d common (21/2" x 0.131 "); or -
<br />Face nail
<br />10d box (Y x 0.123"), or
<br />2 staples, 1" crown, 16 , a., 1%' long
<br />4
<br />2" subfloor to joist or girder
<br />3-16d box (31/2" 0.135"); or
<br />Mind and face, nail
<br />2-16d common 3/2" x 0.162)
<br />25
<br />2" plane (plank & beam --floor & rode)
<br />3-14Cd box,(31/2" x 0,'135');; or
<br />t bearing,
<br />At eachtJ"��, `�rtn face nail
<br />2- 6d common (31/2" X .i8. i�G�i.
<br />,
<br />3-16d common ( %' x 0.162") 4-10
<br />26
<br />Band or rim joist to joist
<br />box (Y x 0.1213"),,or
<br />,
<br />girl nail
<br />4-3" x 0.131" nails; or
<br />4-3' x 14 ga. staples, 7/16' crown
<br />Nail each layer as follows: 32"
<br />20d common (4" x 0.1 2"); or
<br />o.c. at top and bottom and
<br />staaciered.
<br />1Od box (3" x 0.128'); or 3" x O:131"
<br />24" o.c. face nail at top and
<br />7
<br />Built-up girders and beams, 2-inch
<br />nails
<br />bottom staggered on op osite
<br />lumber layers
<br />And:
<br />2-20d common W x 0.102'); or
<br />Face nail at ends and at each
<br />3-10d box (3' x 0.123'), or
<br />splice
<br />3-3' x 0.131' nails_
<br />_
<br />4-16d box (31/2' x O 135'), or
<br />8
<br />Ledger strip suppcartir g joists or rafters
<br />3-16d core mon (are/�' x 0.162"); or 4-
<br />At each joist or rafter, fare nail
<br />10d box (3" x OA 28"); or
<br />4-3'x 0.131" nails
<br />m
<br />2w10d box (3" x 0.128') or
<br />29
<br />Bridging or blocking to joist
<br />2-6d common (2 'o' x 0.131'; or
<br />Each end, toe nail
<br />2-3`' x 0.131 % nails
<br />BRACING OF FASTENERS
<br />Edges
<br />Intermediate
<br />ITENIDESCRIPTION
<br />F BUILDING
<br />NUMBER AND TYPE F FA TENT Ra,',
<br />ELEMENTS
<br />stapport -' a
<br />(inches)i,
<br />(inches)
<br />Wood structural parcels, subfloor, roof and interior wall
<br />sheathing to framing and particleboard wall sheathing to framing
<br />(see `able 02a3(3) for vtood structural panel exterior wallsheathing to wall framing)
<br />i
<br />bd common (2" x 0.113") nail (subfloor,
<br />30
<br />wall)' 8d common (2'/2' x 0.131') nail
<br />6
<br />12
<br />(roofj; or RSR -01 (2%' 0.113") nail
<br />(roof)
<br />31
<br />19/3 "'--1 "
<br />8d common nail (21/2" x 0.131'), or R`�RS
<br />6
<br />1 2f
<br />01; (2�/a" x 0. t 13') nail (roofy
<br />32
<br />1 %"®1 "/4"
<br />10d common (3" x 0.'146") nail; or 8d
<br />6
<br />12
<br />(21/2' x 0.131') deformed nail
<br />Other wall sheathing9
<br />structural cellulosic fiberboard
<br />1'/'' galvanized roofing nail, 7116" head
<br />33
<br />sheathing
<br />diameter, or 1'/_�" long 16 go. staple with
<br />3
<br />6
<br />7116" or V crov~<ri
<br />25/, " structural1
<br />3� cellulosic fiberboard
<br />�4" galvanized roofing nail, 7/16" head
<br />4
<br />sheathing
<br />diameter, or 11/2" long 16 ga, staple with
<br />3
<br />6
<br />7/16" or V crown
<br />T f' galvanized roofing nail; staple
<br />35
<br />1/2' gypsurn sheathings
<br />galvanized, 11/2" long; 1 v4" screws, Type
<br />7
<br />7
<br />W or ;
<br />11/" galvanized roofing nail; :staple
<br />36
<br />' i" gypsum sheathings
<br />galvanized, 'l a' long-, 1 ' screws, Type
<br />7
<br />7
<br />W or
<br />Wood structural, panels,
<br />combination subfloor a nder=laymerit
<br />to framing
<br />37
<br />3/4" and less
<br />6d deformed (2' x 0,120") nail, or 6d
<br />6
<br />12
<br />common (21/2" x 0.131') nail
<br />38
<br />%"®1 °
<br />8o common (21/2" x 0.131') nail; or 8d
<br />6
<br />12
<br />deformed (21W x 0.120')nail
<br />39
<br />1'f�"�1'/�
<br />l Od common (3' x 0.148") nail` or 6d
<br />6
<br />12
<br />deformed (2'/2" x 0.120") nail
<br />For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 YnA; 1 ksi = 6.895 MPa.
<br />a.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
<br />diameters 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 7/16-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 />£For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and
<br />ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on
<br />center where the ultimate design wind speed is 130 mph or greater but less than 140 mph.
<br />g.Gypsum sheathing shall conforms to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to
<br />ASTM C208.
<br />h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at 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 />i: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 />j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
<br />r
<br />04-10-2021
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