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ATTICVENTIN6�
<br />T311•-7.8 44AN-PPAIL
<br />CONTINUOUS 1-1/4" - 2"
<br />VIAMETER OANV.AIL
<br />`REQUIPEV ON AT LEAST ONE
<br />SIVE ANV TO DIE 133ETWEEN 34"
<br />{ENV 35" VE-RTICALL`( ¢tWVE
<br />TR VS zzz
<br />LSC CONNECTOR
<br />OR �QU�L
<br />-.311•7•5
<br />'PIS:R S- -ALL 13E NO WI07-:6 T}}AN -7.-7511
<br />-TREfAV S44ALL a:E NO LESS T44-AN 10"
<br />:ExcEEP T+I:E SM-ALLLT 13Y MO-R:E 1-4 %8"
<br />3/6" -1/2"TOOF OS13
<br />NAIL:EV ed AT V" O,C, :EV(�E
<br />ANV 12" O,C, FitLV 11,
<br />SIMTSON 441
<br />-lU.RIC{AN:E CL:
<br />AT EAST-A,FT�
<br />3/2)" -1/2" WALL C
<br />NAILEP Sd AT CV
<br />-LN n / 2'1 O,C, -r--ry
<br />'PA1 TEPS ANP TPUSSSES
<br />'P:6R'PLAN 07,"i-R(.ASS IM-FG�
<br />VfFULTEV NAT:T:E�R) CEILING
<br />TO 44Av1E".-3813-ATTS
<br />,EILIN6 TO 44Av:ET 4,1
<br />3LOWN IN INSULATION
<br />TOENAIL (5) 1(�d 13OX
<br />OR IN COMMON
<br />:EAC44 TRUSS 07,
<br />TAFTI.R TO ?L,QT:E
<br />(2) ON ONE SIVE ANV
<br />(1) ON O_"DSITE SIVE
<br />;.'PLAN
<br />./}TAD WALLS TO 13:E
<br />#2,AT 1V" O,C
<br />WIT}}'.-21 13ATTS
<br />FLL CONNECTIONS TAP
<br />'POUBLE TO-F'PLA :E
<br />WIT44 SPLICES OVbR STUDS
<br />MIN 24" S?ACIN(i OF S?LIC:ES
<br />NAILIN6?1RTA-DLE"RGP02.2(1) LINES12&13
<br />-1 l EA-P!ER i EP- i,LAN
<br />T•Cv02.•75
<br />JACK ANV
<br />KIND ST(UVS
<br />/§LL CONNECTIONS 1'i�R TA`DL:6T(p(
<br />-1(pd AT 1V O•C, SOLE
<br />? LATF1 TO FOISTS OR
<br />13LOCKIN6 *
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<br />I- SO LE 'P LATIE p
<br />7 ��1 TO? OF TO :w44 s-r p
<br />STATRS
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<br />UNpER STAIP_S
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<br />� 1-3 iIPICAL STAIRS
<br />WALL *
<br />'.403.1.3.1
<br />MIN (1) No. 413{A`. VEP-TICAL
<br />NOT mo?,f, T}{-AN 48" O,C,
<br />EXTENpEp TO T44:E OTTOM
<br />O'F ;=OOTIN , WIT44
<br />STANVA`.V OOK EXT:ENVIN6
<br />MIN 14" INTO STEM WALL,
<br />NOT -FEWER T44AN (1) #4 `DAR
<br />44O i zoNTAL WIT}l 12" o-F
<br />`.31; TR:E{}T:EV SILL -PLATE
<br />• T.A13 L:.4a3.1.Cv.1
<br />1/2." ANC44OP- FSOLT -7" INTO
<br />CONCRET76 MAX 72" O,C•
<br />MAX 12." �f OM WALL ENVS
<br />TO? O'F STEM WALL ANV (1) T.50(o
<br />#4 44oRizoNTAL 3-4" 1=ROlM 4" CONCRETE SLAB
<br />WTTOM OF FOOTING . , a,..; ® `RSa�•2,3
<br />WAIN 4" D-ASE
<br />;.•;;.sr.::d.•.ys;:;' COURS2E ANV
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<br />MIN V' ABOVE6PApE 1I®II1=•�. �a�';� �-II - �����I�h_ 13tTW�6N
<br />OR 2 A'DOV� CO N C?- T� T I =I �I I--� A NV S L¢}-D
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<br />�uuLlu
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<br />SVST:EM
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<br />`RIM FOIST TOE NAIL:E
<br />TO TO? 11LATE WIT{4
<br />gA AT (0" O.C. 11
<br />s#E-Ap- WALL s#EAT}}IN6
<br />LA?S`.IM JOIST
<br />?LYWOOV FLOOP_VIA-P4RA6jM
<br />6jLVEP AN-P NAIL:Ep WIT441-1/2."
<br />TINE 0?, SCP:Ew S44AN K MIN
<br />12-6 e 6i (0.0`6i ") S44A N K pl-A,
<br />'FLOOP_JOISTS T: R?LAN
<br />pOVDLE TO?'FLATE
<br />WIT{} (2) 1Cad YEN-P NAIL
<br />OR (3) 1COd TOE NAIL*
<br />{ALL CONNECTIONS `P:E:R T/}13LE Rfva2.3(1)
<br />ITEM
<br />DESCRIPTION F BUILDING
<br />NUMBER AND P F
<br />SPACING I�� LOCATION
<br />ELEMENT
<br />FA TENERa, 11, c
<br />Root
<br />4-8d box (21/2" Y 0.113") or
<br />1
<br />Blocking between ceiling joists or
<br />3-8d common (21/2" x 0.131 "); or 3-
<br />`roe nail
<br />rafters to top plate
<br />10d box (3" x 0.128"); or
<br />3-" x 0.131" nails
<br />4-8d box (2Y2' x 0.113" ), or
<br />2
<br />Ceiling joists to top plate
<br />3-8d common (2Y2" x 0.131"); or 3-
<br />Per joist, toe nail
<br />10d box (3" x 0.128"); or
<br />3-3" x 0.131" nails
<br />Ceiling joist not attached to parallel
<br />4-10d box (3" � 0.128"); or
<br />3
<br />rafter, laps over partitions
<br />" .
<br />3-16d common (3t2 x 0.162 ), or 4-
<br />Face nail
<br />(see section R802.5.2 and Table
<br />3" 0.131 "nark
<br />R802.5.2
<br />Ceiling joist attached to parallel rafter
<br />4
<br />(heel joint)
<br />Table R802.5.2
<br />Face nail
<br />(see Section R802.5.2 and Table
<br />R802.5.2)
<br />Collar tie to rafter, face nail or 11/4' x 20
<br />4-10d box (3" x 0.128"); or
<br />5
<br />3-10d common (3" x 0.148"); or 4-3"
<br />Face nail each rafter
<br />ga. ridge strap to rafter
<br />x 0,131" nails
<br />3-16d box nails (3%" x 0.135"); or 3-
<br />2 toe nails on one side and 1
<br />Rafter or roof truss to plate
<br />10d common nails (3"x0.148"); or 4-
<br />toe nail onopposite side of
<br />10d box (3" x 0.128");
<br />each rafter or truss
<br />or 4-3" x 0.131" nails
<br />4-16d (31/2" x 0.135"); or
<br />3-10d common (3" x 0.148" );
<br />Toe nail
<br />Roof rafters to ridge, valley or hip
<br />or 4-10d box (3" x 0.128" ); or
<br />7
<br />rafters or roof rafter to minimum 2"
<br />4-3" x 0.131"nails
<br />ridge beam
<br />3-16d box 31/2" x 0.13 "); or
<br />AA
<br />2-16d common (3/2 x 0.162 ), or 3-
<br />End nail
<br />10d box (3" x 0.128"); or
<br />3-3" x 0.131" nails
<br />ITEM I
<br />DESCRIPTION OF BUILDINGNUMBER
<br />AND E O
<br />SPACING N� LOCATION
<br />ELEMENTS
<br />A TENERa,',,
<br />'mall
<br />16d common (31/2" x 0.162")
<br />24" o.c. race nail
<br />8
<br />Stud to stud (not at braced wall panels)
<br />10d box (3" x0.128"); or
<br />1" o.c. face nail
<br />3" x 0.131" nails
<br />Stud to stud and abutting studs at
<br />16d box (31/2" x 0.135"); or
<br />12" o.c. face nail
<br />0
<br />intersecting wall corners (at braced
<br />3" x 0.131" nails
<br />wall panels)
<br />-
<br />-
<br />16d common (31/2" x 0.162r`)
<br />16" o.c. face nail
<br />Built-up header (2" to 2" header with %"
<br />16d common (31/2" x 0.162")
<br />16" o.c. each edge face nail
<br />10
<br />spacer)
<br />16d box (31/" x 0.135")
<br />12" o.c. each edge face nail
<br />5-8d box (21/2" x 0.11 3" ); or
<br />11
<br />Continuous header to stud
<br />4-8d common (2/2" x 0.131 "), or 4-
<br />Toe nail
<br />10d box (3" x 0.128")
<br />16d common (3/2" x 0.162")
<br />16" o.c. face nail
<br />10d box (3" x 0.128" ); or
<br />12" o.c. face nail
<br />12
<br />Top plate to top plate
<br />3" x 0.131" nails
<br />8-16d common (31/2' x 0.162" ), or 12-
<br />Face Hall on each side of end
<br />13
<br />rouble top plate splice
<br />16d box (31/2 x 0.135" ); or
<br />'
<br />joint (minimum 24" lap 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 (,.MY2'r x 0.162"]
<br />16" o.c. race nail
<br />16d box (1/2" x 0.135" ); or
<br />12" o.c. face nail
<br />14
<br />joist or blocking (not at braced wail
<br />panels)
<br />3' x 0,131" nails
<br />Bottom plate to joist rim joist band
<br />3-16d box (3''/2" x 0.135"); or
<br />3 each 16" o.c. face nail
<br />15
<br />'
<br />joist or blocking (at braced wall panel)
<br />2-16d common (31/2" x 0.1 2" ); or 4-
<br />2 each 16" o.c. face nail
<br />3" x 0.131" nails
<br />4 each 16" o.c. face nail
<br />4-8d box (2'Y2" x 0.113"); or
<br />3-16d box (31/2" x 0.135"); or
<br />4-8d common (2"Y2" x 0.131'); or 4-
<br />Toe nail
<br />10d box (3" x 0.128"); or
<br />16
<br />Top or bottom plate to stud
<br />4-3" x 0.131" nails
<br />3-16d box (3J2" x 0.135"); or
<br />2-16d common (3/2" x 0.162"); or
<br />End nail
<br />-10d box (Y x 0.128" ), or
<br />3-3f, x 0.131" nails
<br />Tofates, p p laps at corners and
<br />3-10d box (3" x 0.12d8")y or
<br />17
<br />intersections
<br />,
<br />2-16d common (3/2 x 0.162 ), or 3-
<br />Face nail
<br />3" x 0.131" nails
<br />3-8d box (21/2" x 0.113" ); or
<br />18
<br />1"bravo to each stud and plate
<br />2-8d common (2Y2" x 0.131'); or 2-
<br />Face nail
<br />10d box (3" x 0.128'8)y or
<br />2 staples 1 %'
<br />3-8d box (2Y2" x 0.113" ), or
<br />10
<br />1" � 6" sheathing to each bearing
<br />2-8d common (2%2" x 0.131")y or 2-
<br />"d
<br />Face nail
<br />0128" 1 Od box (3 x )
<br />.; or
<br />2 staples, 1" crown, 16 ga., 13/4' long
<br />3-8d box (21/2" x 0.113"); or
<br />3-8d common (21/2" x 0.131'); or 3-
<br />10d box (3" x 0.128" ); or
<br />3 staples, 1 Fd crown 16 ga., 13/�" long
<br />20
<br />1" x 8" and wider sheathing to each
<br />Face nail
<br />to „ Ad
<br />bearing
<br />x 4 - 1 x
<br />Wider than 1 8 8d box (2/2
<br />0.113"); or
<br />3-8d common (21/2" x 0.131'); or 3-
<br />10d box W x 0.128"); or
<br />4 staples, 1" crown, 16 ga., 13f" long
<br />ITEM
<br />DESCRIPTION
<br />DESCRIPTION OF BUILDINGNUMBER
<br />A PE F
<br />SPACING I LOCATION
<br />F TENERa,b,a
<br />Floor
<br />4-8d box (21/2" x 0.113r'); or
<br />21
<br />Joist to sill, top plate or girder
<br />3-8d common (21/2" x 0.131"); or 3-
<br />Toe nail
<br />l ad box (3" x 0.128" ); or
<br />3-3' x 0.131' nails
<br />8d box (2/2" x 0.113")
<br />4' o.c. toenail
<br />22
<br />Rim joist, band joist or blocking to Sill or
<br />8d common (2"Y2" x 0.131 "); or 10d
<br />top plate (roof applications also)
<br />box (3" x 0.128" ); or
<br />6" o.c. too nail
<br />3' x 0.131" nails
<br />3-8d box (21/2" x 0.113"); or
<br />23
<br />1 " 6" subfloor or less to each joist
<br />2-8d common (2Y2" x 0.131 "); or 3-
<br />Face nail
<br />10d box (3" x 0.128"); or
<br />2 staples, 1" crown, 16 a., 13/" long
<br />24
<br />2" subfloor to joist or girder
<br />3-16d box (31/2" x 0.135"); or
<br />Mind and face nail
<br />2-16d common 3/2 0.162
<br />25
<br />2" planks (plank & beam -floor & roof)
<br />3-16d box (31/2" x 0.135" ), or
<br />At each bearing, face nail
<br />2-16d common 31/2" x 0.162"
<br />3-16d common (31✓2" x 0,162") 4-10
<br />26
<br />Band or rim joist to joist
<br />box (3" x 0.128"), or
<br />End nail
<br />4-3" x 0.131" nails, or
<br />4-3" x 14 ga. staples, 7/16" crown
<br />Marl each layer as follows. 32"
<br />20d common (4" x 0.102"), or
<br />o.c. at top and bottom and
<br />sta er d .
<br />10d box (3" x 0.128"'); or 3" x 0.131 fA
<br />24" o.c. face nail at top and
<br />27
<br />Ptrilt®tip girders aria beams, 2-inch
<br />nails
<br />bottom staggered onopposite
<br />lumber layers
<br />And:
<br />2-20d common (4" x 0.1 92"), or
<br />Face nail at ends and at each
<br />3-10d box (3" x 0.128"); or
<br />splice
<br />3-3" x 0.131" nails
<br />4-16d box (31/2" x 0.135"); or
<br />28
<br />Ledger strip supporting joists or rafters
<br />3-16d common (31/2" x 0.162"); or 4-
<br />At each joist or rafter, face nail
<br />10d box (Y x 0.128" )y or
<br />4-3" x 0.131" nails
<br />2-10d box (3" x 0.128"), or
<br />29
<br />Bridging or blocking to joist
<br />2-8d common (2MV x 0.131 "; or
<br />Each end, toe nail
<br />2-3" x 0.131'; nails
<br />IYiN
<br />M
<br />DESCRIPTION OF BUILDING
<br />ELEMENTS
<br />NUMBER AND TYPE OF FASTENER",
<br />Wood structuralsubfloor, roof
<br />sheathing
<br />,see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing]
<br />6d common (2" x 0.113") nail (subfloor,
<br />%ft-1/2r, wall)' 8d common (2Y2" x 0.131 ") nail
<br />(roof); or R R -01 (2%' x 0.113") nail
<br />(roof)
<br />6
<br />in
<br />31 10/32"®1" 8d common nail (2Y2" x 0.131"); or R R � 6 121
<br />01; (2/u" x 0.113") nail (roof)
<br />32 1%"_11/:" 10d common (3" x 0.148") nail; or 8d
<br />(21/2' - 0.131 ") deformed nail 6 12
<br />Other wall sheathingu
<br />1/2" structural cellulosic fiberboard 1 Y2" galvanized roofing nail, 7/16" head
<br />33 sheathing diameter, or 1'/4" long 16 ga. staple with 3 6
<br />7/16" or 1" crown
<br />25/32" structure! cellulosic fiberboard 13/4" galvanized roofing nail, 7/16" head
<br />34 sheathing diameter, or 1'Y2" long 16 ga. staple with 3 6
<br />7/16" or 1" crown
<br />11/2" galvanized roofing nail; staple
<br />35 1/2" gypsum sheathing' galvanized, 11/2" long; 11/4" screws, Type 7 7
<br />W or
<br />1%" galvanized roofing nail; staple
<br />36 ifs" gypsum sheathing' galvanized, I%' long; 1%' screws, Type 7 7
<br />W or
<br />Wood structural panels, combination subfloor un erlayment to framing
<br />6d deformed (2" x 0.120") nail; or 8d
<br />37 3✓4" and less 6 12
<br />common (21/2" x 0.131') nail
<br />38 l3"�1 Ad 8d common (21.�2' x 0.131 ") nail; or 8d 6 12
<br />deformed (21ra" x 0.120") nail
<br />30 1 /"- 11/4't
<br />10d common (3" x 0.148") nail; or 8d 6 12
<br />deformed (21/2" x 0.120") nail
<br />For SI: 1 inch = 25.4 rum, 1 foot = 304.3 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.595 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: SO 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 />f.For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 45 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 conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to
<br />ASTM C20S.
<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.
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<br />-4sREVISED
<br />04-23-2022
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