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TABLE FZ602.3(1)
<br />DESCRIPTION OF BUILDING ELEMENTS lUMiBER A140 TYPE
<br />ITEM
<br />DF8CRIPTION, OF BUILDING ELEMENTS OF rASTENJER",rl NUMBERANDTYPESPACING
<br />AND LOCATION
<br />Roof
<br />-
<br />4-Rd box ('2-1l2" x 0.113') or
<br />1
<br />Blocking %aemeen c ilin 'twists or rafters to top plate
<br />J 1
<br />3-9d coi'�ai� ono (2-1/2'" )0.131'); or
<br />'�;or
<br />Toy nail
<br />_l
<br />3-1(ldbox (3"x'0.12
<br />3-3" x 0,131"nails
<br />-
<br />4- d box (2-1/2" x 0.113 ") or
<br />iliii foists fly trip plat
<br />- d. c� innion (2-112 " x f1.131 '�: of
<br />"
<br />Per Joist, toe nail
<br />3-10d box (3 x [1.128 F"); car
<br />3-3as x 0.131'" nails
<br />Ceiling Joist not
<br />oistnot attached to parallel ratter, laps over
<br />4.-1C1d box (3 `° x [) ') 12 ", or
<br />``
<br />pattitions (see Section R8015,2 and Table R802.5.2)
<br />3-16d common (3-1/2" x 0,162')' or
<br />" "
<br />Face nail
<br />A-3 i, O, 1. 3 i nails
<br />4
<br />Ceiling joist attached to parallel rafter (peel joint)
<br />Tale R11102.5.2
<br />� Face trait
<br />(sec .Section 1 802.5a.2 and Table R802.5.2)
<br />.5
<br />tit" to ra.ftc r, face marl or 1-1/4 " x 2 ga. ridge strap to
<br />4-1 Od box (3" x: l�.12�. "�; or
<br />� ,f
<br />3-1 O' common (✓ x 0. t_4n ra ); or
<br />� :
<br />dace nail enc.h rafter
<br />rafter
<br />4-3" 0.1311"nails
<br />3-16d box hails (3-1ra2 .135 % of
<br />2 toe mails can one s-de. and I too
<br />6
<br />:Rafter or root Ituss to plat.
<br />3-10d common nails W' _, 0.148 "); or
<br />"f ; ,1
<br />Trail on opposite silo of each rafter
<br />e x .or
<br />3" (1.131"nails
<br />or amissl
<br />4-16d 0-1/2" X 0,135'), or
<br />3-1 Od con-inion (3 "" (d,148 "); or
<br />Toe iaail
<br />4-lfid box (a"y 0.12 % or
<br />r�,00f rafters to ridge, valley or hip rafters or roof rafter
<br />r- Y`
<br />4-3 ^ 0...131 " naifs
<br />3-16d box 3-1r2" a. U 35 "), or
<br />_ _
<br />2 "a
<br />to lnaiilinurn ridge beam
<br />2-16d common (3-1/2"x 0,1 2'), or
<br />End dart
<br />3-1[ld1`o (3"x [1.128%or
<br />3-3"P x 0.131"nails
<br />16d cotunori, (3-1/2" x 0.162f");
<br />24" o.c. face marl
<br />Stud to said (,afar at braced wall panels)
<br />IOd box (3 f' x 0. 128 or
<br />X
<br />3 "1 x.
<br />01.31 nails
<br />1 ).Pa o.G-< e nail
<br />a
<br />turd to stttd and abutting surds at intersecting wall corners
<br />3`16dil x Ci.1. box 1f2'" � [1.1.�5 "1; or (3a
<br />(331 -
<br />1=2"o.c , face n ait
<br />(at braced wall panels)
<br />nails
<br />l6d coil n-ion (3 1/2 " x 0.162
<br />1, "a o.c. face nail.
<br />16d, c�rii`airion (3-1/2" x 11.16 `)
<br />1 C" o.c. each edge face Trail
<br />1(l
<br />Built-up header (2°'tcr 2"lleacler withla��," spat;�,r)
<br />`�
<br />l6d box (314/2 ", x [3,135')
<br />12" o.c. each edgy: face snail
<br />3-8d boox (2-1/2 "' 0.113'�. or
<br />I 1
<br />Continuous header to st d
<br />4- d common (2-1/2" x 0.131 "); or
<br />Toe Trail
<br />4-10 d box. (3" x 0, 128")
<br />16d coenmon (4-1/2 "r x 0.162 <P),
<br />16" 0.c face lia.it
<br />12
<br />Top flats to top plate
<br />1 Od bp^oy ",: O) 128'1: or
<br />1(3
<br />3" x�`,�Oy 131 "nails
<br />12" o.c= facto nail
<br />¢ p'�
<br />9-1 g. ii...1'�E..7i'�.i��aon (3-1/2" x 0.1 2%.or
<br />" ");
<br />Face Trail on Paoli sire o end joint
<br />13
<br />Doubly; top plate splice
<br />� 3
<br />i� d box 1$. I � 5 ; of
<br />1 � O d. x (3 " x
<br />PP)g
<br />(minin ium 24�" lair' splice length
<br />{1
<br />b
<br />12w1[ld L`i'Q�a (3'r �� "+i.1i5
<br />0 8 oi.
<br />", "nails
<br />each side, of t n joint)
<br />12-3 x 0,131
<br />1'6d common (3-1/211 x 0.16211)
<br />16 o.c::. face stall
<br />14
<br />l3ditc;r�i plate, it�trts`i5 iTn'E)rETs€, bandjoistor
<br />"):
<br />-
<br />blocking (trot at braced wall panels)
<br />I6d bcm (3_1/2" x [1.135 or
<br />12 o.c. face rzail
<br />3" r 0.131"nails
<br />4 .. �a _
<br />Bottom i�5 plate to loi. t, sir Joist, b nd pt�i5t Cri`
<br />3-16d box (3-1/2Y" x 0.t35% or
<br />a ra
<br />3 each 1 '' o,o. {ace: nail
<br />"i
<br />15
<br />blocking (at braced wall ptancl)
<br />,
<br />2.,11�t1 ccair�nicai� (3- 1/2 r 17:1��2 ), of
<br />2 each 9t� o.c. face nail
<br />f
<br />4;3 r,, x 0,131"1rafls
<br />4 each 16 cr,o. faro vial
<br />,,RR r� 7 7,„ ^y qq €�^^yy 1 t -y
<br />4-8d box (2u 1./2" x '0, 1 13'")gip or
<br />3-16d box (3_1f2" x 4.135')- or
<br />4-8d co ninion (2.1/2."x 0.131 "};. or
<br />Toe nail
<br />4-1 Od box (3 °` ` 0,128"); or
<br />16
<br />Top, or bottom plate to stud
<br />4-3 " x 0.131 "nails
<br />3-1 C1 box (3-1/2" x 0.135 ); or
<br />2-16d c"airirtion (3-1/ " x 0.1 ? /{)< or
<br />End nail
<br />3� 10d box (3" x 0.12 "); of
<br />3-3 €, x 0.131 "nails
<br />3-1 d.bo x (3" x 0. 128'); or
<br />17
<br />Trip plates, laps at corners and intersections
<br />2-16d coninion, (3_1/2." x 0.162"); or
<br />Face snail
<br />3 3 " x [),131 "na.ils
<br />3-8d box (2b'2" x 0 113 "); or
<br />18
<br />1 "brace Eo cacti stead and pltata
<br />l
<br />.2-8d ct�nril on (2a1t2" x f1,131 "); or
<br />pare 11ail,
<br />2-1 Od box (3" x 0. 128'); or.
<br />2 staples 1-3/4"
<br />Mel box (2-1/2 `" ?; 0.113 "); or
<br />-
<br />2-8d common (2-1/2 ",i 0.1 3 1 ''); or
<br />19
<br />U' x 6"sheathing to cacti bearing
<br />2x10d box (3" x (i.12 ")° car
<br />pace, Trail_
<br />2 staples; 1 "crop` n, 16 ga., 1-3I4
<br />long
<br />3-8dlox 4;.i,-l/2 ().1l3)or
<br />3-8 d common 1,2-1/2" x ,131 "1_ or
<br />3a1Odbox (3€fxfl t281") or
<br />3 slTlrles, I "ci•ci4 n, 16 ga.. 1-3/4"a
<br />long
<br />2tl
<br />1 " "<'ri1c1 zrfid r sla atlrirr to a t t ai<iiT
<br />1 rice nail
<br />Wider than 1 1,
<br />le d box (2-1a'2"x .11 ')a or
<br />3-Rd common (2-1,12r' ; O1 1,34'� or
<br />3-1 Od box (3 " x 0.128'); or
<br />staples, I" crown, 16 ga., 1-3/4"
<br />loT,$
<br />- Flo or
<br />4-8d box (2- ill' x 0,113'): o
<br />°t
<br />Joist to sill, tole plate 'E girder
<br />3-9 d common (2-1f2"' x 0,131'�)i or
<br />31Od box (3" ` O..12 '); or
<br />1�� nail--
<br />3-3" X 013 1 t" nails
<br />-
<br />-
<br />-cf iox (2=1i2" x U l3')
<br />4" o.c. toe Trail
<br />22
<br />Ritri jo st, band joist or blocking to sill or top
<br />eta c ot'ril'sltli] C261�2 `" � (1.131'{)l �1r
<br />plate (rooa applications also)
<br />1 Od Lox (3" x 0. 128 ); or
<br />6" .c; We nail
<br />3 [),1 31"nails
<br />-
<br />[�
<br />2-1f2" x 0. 113 Fay, or -
<br />'v®8d box, (2-1/2
<br />�131
<br />-
<br />2- d common (2-112 "" x "l or
<br />23
<br />1 "'x 6" subfloor° or lass to each joist
<br />3-1 Od box (3 " x O1 128 "), or
<br />lace maid
<br />2 staples, I"ciovzn, 16ga., 1-'14"
<br />long
<br />Flo Dr
<br />24
<br />F! �- E fi
<br />2 .pub loor to �oist� or girder°
<br />g 3 1
<br />3-16d box (3m1a2" x 0,1 5 "); or
<br />� 5a
<br />a
<br />1311nd and face nail
<br />P"
<br />2n16d comirion (3-1{2 0.lfl2 )
<br />23
<br />2.a planks (plank & beam --floor &1od%..
<br />3-16d box (3-U2" x 1.13-11 Y)y -or
<br />f. �.. rr rr
<br />t e�.4:1�. bearing, face nail
<br /><x , r_
<br />2-1 6d con�inirait (. -1/2 [1.162 )
<br />3-16d t'ca...lrt.nton (3-.1/2"x 0. 162f)
<br />26
<br />Band o r'rini paint to 'oisi
<br />4-10 box (3 ' x 0. 128or
<br />End nail
<br />4-3"x 0.131" nails, or
<br />4-3 " x 14 ga. staples, /1 " crown
<br />--
<br />-
<br />20d common (40.1 2'); or
<br />%fail erica layer as fbllowsg .32"o. .
<br />at tap and bnt`coni and staggered.
<br />I Od box (3 " x OT.1.2 ' ); or
<br />24" o.c. face Trail at top and bottoin
<br />27
<br />Buih tip girdlers and beams, 2-inch lumber
<br />3" x 0,1 31"nails
<br />staggercd on opposite sides
<br />layers
<br />2-2 c1 common (4" ., 0.1.92"). or
<br />Face snail at ends and :at each tiplice.
<br />3-1 Od box (3" 0.128'1-- or
<br />3-3 `x [1,131 rr retails
<br />4-16d box. 0-U2," x [1.13,5);, or
<br />2s€s
<br />Ledger strip supporting iatrrr polsta or rafters
<br />,�i46d i�C3Ftiiiion (_�a-11a2 " x 0.162 €`� or
<br />""
<br />s ,
<br />At each joist or ia�term face mail
<br />�:_104 box, (3 x 0.128'); car
<br />A-3"x O� 131 "Trails
<br />2-1 Od box (3" O, 128`r): or 2- d
<br />29
<br />Bridging or bloc.kirrs` to joist
<br />r - ra. c:c�iT:lri�iolT � aF €.
<br />(2-1/2 x 1.1.131 s or 2-:y x 0.1.11 )
<br />Each end, too Trail
<br />Trails
<br />TABLE R602.3(11-co ttlnu
<br />FASTENING D1ALE
<br />ITE46
<br />DESCRIPTION _OF BUILDW4G ELEMENTS
<br />KUMBER AND TYPE
<br />OF FASTENER
<br />SPACINGAND LOCATIGN
<br />SPACING "F FASTENERS
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUhfi5ER AND TYPE OF F TENSV,,
<br />Edge
<br />Wood structural panels., ambftor, r oral and interior wall sheathing to framing and particleboard gall sheathing to dressing
<br />ewes Table 13(3) for wood structural panel ev rporwall sheathing to wall frararing)
<br />6d ccanzr'iron (2"' 0.11,3") rail (°:orb=-
<br />0
<br />t fp}}
<br />.�'r' 'a_ 1:/2 EF
<br />,1S��a rk�{�5�e�-51.4k�I9, F} fg f 5 +{
<br />8d cVlll3d:.on (2-112 fd x 0,11 L PfJ ilai1
<br />{
<br />6
<br />(roar); or I1 S1 S-04 (2-3/9" x 0.11 e€')
<br />iiail (roof)i
<br />8d cons-mon na ll (2-1/2"x 0,131 "}; or
<br />31
<br />1 t �2Ya! In
<br />6
<br />(roof?
<br />2
<br />1:-1,f('` 1 1{ f I
<br />1 tad .2 aiT iirt ri f 3 /' x 0.14 "�1 Trail:: or
<br />Rd (� I/2" #- 0.1.31 "') d6tii-ned nail
<br />142" gial 'ani7ed roafitig frail, 7r16'
<br />33
<br />1/2 " structural celtulosi�. fiberboard
<br />head
<br />sheathing
<br />OF I-I/4" long 16 pas, staple
<br />N,;,.itli 7g16" or 1 "cro�mri
<br />25/32" struc" Aral cellulosic
<br />1-3/4" galvanize d rooirrnnail, 7/10"
<br />34
<br />fiberboard she lying
<br />head ilitaTn-teter, or 1-1/2" long M ga,
<br />3
<br />staple with W l 6 "or l ` crovgin
<br />-
<br />1.-1/2" galvanizcd roofing n a11; staple
<br />3.�
<br />1r'2"gyl,srisitl s1teatlrirgl�ar
<br />galvanized. /
<br />Pf JF
<br />1-1: lore 1-1/4 ,t.reo.Als, Type W
<br />or
<br />1- .r4,a t ltallr d Yooffing Tian. stable
<br />36
<br />5/ 'a gypsurn sheafflingd
<br />galvanized, PY
<br />1.-S: [ ion-; 1.5t�" „ere -%vs, Type W
<br />a
<br />or
<br />cod structural panels, cons inatir-n subfi or underlaympnt to framing
<br />, 7
<br />VW'and less
<br />sad delio ned (2" y 11.120') iE'aii, or
<br />6
<br />Ltd c mn, otr (2-1/2" 0,131 "°) na.il
<br />dcommon (2-1,12"131a`)Isail;i€r
<br />38
<br />7/811_lfl
<br />d cl6onn d (24/2 " x 01 1211") nait
<br />Cr
<br />39
<br />1r1'r1'{" -eyed{4F"
<br />1 cid C.fi�Iliii on { 3 " x 0.14 "") nail; of
<br />act Ticroli�t -cd (2-112'" 4 td.l20"") nail
<br />F'or• SE I Inch 25.4 min, 1 tidal = 304,. E3 m, 1 rnfli per hour - 0,447 Wads; l trsi = 6,895 hie -Pa.
<br />it. T% its 'Ire scI"ooth-cons-T-11011, boxTar' C1c Harmed ��1iwiks exce fit. where other wise- stated.. Fels used for framirk,! and sheathing cC5tanections ;'hale liave €niniinrdn'E
<br />avcrage bending yield sirciigili,s as shown Mk E .fear shank diaincter• of 0 92 inch- (20d common nail). 90 ksi for shank diameters larger tetra r 0.142 inch but
<br />not l:ai°t;or- than 0.1 77 inch,and 100 lei for sh ink diarn tern of 0.142 users or Iuss.
<br />b, Stapl s are- 16 ,,age wke and have, a i`ainii-rails$ 7/1 6-inch on diamsrtir zE"smNvn, width.
<br />c, Mai is shall be spaend at not more than tt inches on centcr at all suppootis whore Spats ,are 48 inch os- or Freater..
<br />d, Four -foot by1f f oot. r 4-flbot'bfir 9-tbca ptncis shall be, applied vertically.
<br />o. Spacing of fasteners not included in ithis tat ale shall 1st, based on Table I2602 3(2):
<br />f. For'1voeud structural Pawl Coo Sheathing attached to gable end roof franning and to 1ntt rnn kaatc Supports within 4R incbes of roof edges s nazis.-# ridges, nails shall
<br />be spaced -at 6 indiess on center -where, tlic IThirrT,3tc, dosign wind speedis rtss trines 130 mph and shall be sro �d 4 incli s on c-cmer whety-, the ultimate desip,
<br />ra is d speed is 130 mph or gro ter but less thar, 140 &Wrier.
<br />. CEylis " Sheathing shears co foym to ASTNI CA3{?d and shall 13r installed in accordance .dill GA 251 Fiber opird shca(hirag shall ronclnn to AST_Ni,[ C20,S.
<br />lr Spacing CET aast�r°a�^r� can 11nr�E'slTcafll't7i't.-. ,�IzGI L,� _F"� applies .�13t';� it3'+eil's1�1 �C.��.S see i�Cii�(��1 %iv �P�Sa12d'1� membersand a�Ct�'Fl�t1 l�lfJCl*"<3E� 2c4ICI'P��.�CiC3f~ 7Ci2di�E;wr"s t:}Ptl'�.
<br />F �- la 1 t" t p� { 1
<br />Spacing of fasteners on rta€at` sheathing p{and cifg. s applies to parit l edges supported dy framing nIer3 be s and required blocking,. 131a�14iti of roof or floo �
<br />lieatlaing panel edges per°pendiinilar to the framing it cinbcrs hoed not be proi,=idad ;_x,;ept as r . 1.aircd by outer provisions othis code, Floor perimctcr sl`sall
<br />be supported by n`rGti intr niernbc r or solid: blcrkin
<br />i, Where a rafter i., f$st nc d to an a(tiacent Parallel l Coiling zt in accordance with this schcdiale; provide two tmr nails on mne sick of the rafter and toe nails
<br />l`rc-rrn Ille eeiliii� j gist' to #©p plaate in cir;c-c rd aria with this scliedule. `11ie roc rail on il,c espl rasit : srdc of the Eafiot shall not he required.
<br />:1., RSR -01 is a Roof Sheathing Ring Shank nail incs ting the sacs e'a ions lira AST M F 1 667
<br />03/30/22
<br />FET
<br />OF
<br />k t:> I EDA! E D FO R P E R M in
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