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<br /> - FASTENING REQUIREMENTS -
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<br /> . r SPACING OF FASTENERS
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<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS '
<br /> 1 Intermediate
<br /> Edges supports`.`
<br /> 1 NUMBER AND TYPE OF DESCRIPTION OF BUl(_DING (inches)
<br /> FASTENER',b'` SPACING OF FASTENERS i REM MATERiALS DESCRIPTION OFFASTENERT''`'° (inches!'
<br /> !TEM DESCRIPTION OF BUILDING ELEMENTS i I --
<br /> Roof 1 Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing
<br /> 1 Blocking between joists or rafters to top plate,toe nail r = I 1 6d common(2"x 0-113")nail(subfloor walpi 6 IAF
<br /> 3/"_I/"
<br /> 2 Ceiling joists to plate,toe nail 3-8d(211,"x 0.113") - — 30 `a 2 j 8d common(21/�"x 0.131"}nail iroafj
<br /> Ceiling joists not attached to parallel rafrzr,laps over partitions, 3-10d - II 6d common(2"x 0.113")nail(subfloor,wail) 6 12E
<br /> 3 F p - `/ "_1/
<br /> face nail i 31 + to 2 8d common(21/4"x 0.131")nail(roof!'
<br /> 4 Collar tie rafter,face grail or 1'/4" x 20 gage ridge strap 3-104(3"x 0.128") - -- ;; J
<br /> I
<br /> ! 32. i 1`/32"-1" t 8d common nail(21/2"x 0.1.31") 6 12g
<br /> 5 Bai2-16d(3'12"x 0.135'") - i"
<br /> ter to plate,toe nail ____ -_.____ 1'
<br /> ! l Od common(3"x 0.148`)nail or 6 12
<br /> Roof rafters to ridge:~alley or!tip rafters: - ' ;' 11/$" 1 i1i.. '8d(21/4"x 0.131")deformed nail
<br /> 6 toe nail ( 4-16d(311,"x 0-135")
<br /> face nail 3-16d(31/2'x 0,1350 . , Other wan sheathing"
<br /> Wall ! ! I 1 "galvanized roofingnail;`/ crown or 1" 3 i
<br /> •
<br /> i "structural cellulosic /2 a !n" 6
<br /> 7 ;Built-up comer studs _ -— 104(3"x 0.128") i. 24"o.e. i 34 ! -2 t "
<br /> fiberboard sheathing ';crown staple 16 ga.,11/4"long
<br /> . 16d(3'r"x 0.135") 16"o.c.along eac t edge ; ; i
<br /> 8 j Btult ap.header:two pieces with 1/,"spacer z ; ; 125,32n structural cellulosic ;1�/4"galvanized roofing nail,7/15"crown or i" 3 6
<br /> i 164(3)12"x 0•135"j. 16"o.c along each edge l ' 35 fiberboard sheathing I(crown staple 16 ga.,11/2"tong
<br /> 9 Continued]leader,two pieces
<br /> 10 Continuous header to stud,toe nail 4-ad(2'/"x 0.113") - aple galvanized,
<br /> I l'/ gaivani ed roofing nail:staple 24"o c 36 11?"gypsum aka:thine 1'12"long;11/4 sroewType or S
<br /> 12 Dtxtble studs,face nail lOd(3"x O.12$") :
<br /> 1? 104(3"x 1.128=') 24 o-C. 5 " a 13/4"giavanited roofing[fail;staple galvaaiied. 7 7
<br /> 12 Double plates,face nail 37 /$ gypsum sheathing i s/,,"long; ize screws,Type tY or S
<br /> 13 Dcaable top plates,minimum 48-inch offset of end joints, 8-16d(31,12"x 0.135") - - i
<br /> fine nail in lalrped area i Wood structorntpatios,combination subfloor undertayment to Miming
<br /> i 15 - Soleplate joist or blocking,face nail !6d(3':!�"x 0.13a") !b"ac. " ,
<br /> tad deformed f2 x 0:.1211')nail or 12
<br /> 3-16d. 3/Z"is 0-135") l6"o>c. j 38 X14"anci.lss 1 " o
<br /> 15 Sole-plate to.joist or bloelting at braced w all panels ( I 1Sd moa(21/4"x 0.131"}nail
<br /> 3 8d:(2t12"x 0.1.13") - 8d common(211,"x 0-131)nail or 1 12
<br /> 16 Said to sole plate,toe'rail - 6
<br /> 7/"-1"
<br /> 2-1bd 3'1x 4.135") 39 s &d.deformed(2l2"x Q IZfJ").nail f ! '
<br /> i
<br /> 17 Tod:of sole plate to stud;end nail 2 1 (31/x"x'0.135") - 11k"-11/ 10d common(3"x 0.148")nail or ! 6 12
<br /> i - i 40 s Stf def©r3irred(2V,"x 0.12(x')nail I
<br /> 18 Iolr:$lutes,laps at corners and intersections,face nail
<br /> 2-]bd. 3"x 0:.12$") ' -
<br /> i 2-84(21/2."x 0.113") - I i For SI: I inch=35.4 tutu,1 four 3!14 8 rttrn,.i tulle perhour=(3447 rials:tics' b,fi95 W1Pa.
<br /> - a.All nails are.smooih-cornmofn,b alt ordefgtnie .sltarrltansecept where otherwise stated-Naris used for framing andsheathia -00t reetions shall have minimum
<br /> • 19 1"brace to'each:stud and plate,face Bail 2.stattUs 1?/4".
<br /> j i average bending yreldstrengtha$s shown.801;si fcushmnk:diameter hf 0.192 tneh(20d common natal,90 ksi for shank diameter larges than0.142 incl~but not
<br /> 2.€ (21/2"x f.1 i:3") - ! i larger.than Cr:177 inch,and lookt for seal);dtatsteteis-of©:142 inch-or teas.
<br /> 20 1"x 6"sheathing to each beating,face nail 2..stapies til,z" - I, b Staples are-16 gme wire and have a_, ininrant'/ts-melt on diameter crown Width.
<br /> - I c.Nails shall be spaced at not'mora than b inches on center at all supports where spans are 48 inches orgreater.
<br /> 2 8d(2112"x'0.113") I d l ow-foot bg 8-foot or 4 foot bar 9 fact[panels shall be applied teeticaliq
<br /> 21 !1"x 8"sheathing to each bearing,face nail 3 laplet; i3/ ' - c.spacingefasteners not included inthis table shall be based on Table R6;02.3(2).
<br /> I - 1"x 8" nail 3-13d.(21l'"x 0.113") - ' I. For.reg.inns having basic wind speed of1.10..n ph or greater 8d deforrtred(21/="x 0120)Gaits shall be used for attacbrng plyWoc14 and wt =Ward paw-11'00f
<br /> VV'idt r than sheathing to each beating,face 2
<br /> 22 d Staples 131{" -- i she2Etiir to framing within tntnuntYrrt 4E itir h dtarrec from gable end walls,if meant roof height is'nor than 25 frit Up ur 3S feet rlwximum
<br /> i I; g.Foriegsens havingbaete w111d speedof lfl0mphorless,nails fornttaehing.woodshnchualpanet roof sheathing.tngabteend wall f ruling shall b•spaced('inches
<br /> Floor Si! on centerVF'henbaste winrlspeedrsffiteaterfhaul4lt)mmph.naisfor attaching panel roo_fsheathirrgtointetnediatesupperashaillYespared6iue eoaeenterfor
<br /> i _ a " "r - I I miiiniimutn 48-inch distance ffom ridges,mots and gable-ad sails:and4 inches ort Dania to gable cod wall fssmnig.
<br /> 23 !attl5t t0 Sill or girder,a,toe nal( 2-84(212_ 0.113 ) - h..Gypsum sheathing shall conform to ASTM C:1396 and:shall be installed in accordance with GA 253.Fiberboard sheatlang shall con#onn to ASTM C 26.
<br /> 2 8d(2112"x 0.113") I?• i. Spacing of fastet>ers on floor Sbt:athiitglfanel edges applies to panel edges supported by framing members and regairectblocking and:at all ftoorperinteiersRutty.
<br /> 24 1""x 6".subfloor or less to each joist,face nail 2 staples 1°3/,4" - l• Spacing of fasteners on roof sheatlu t edges lies to panel edgesfianthi -members and regwredblockrng'Bloelarugofrooforfloor sheath-
<br /> ingpanel.edges perpendieulartotheft-OW embeerp'sneed not beprondedcsupzoeptasrequired byother lnovi tar
<br /> s' luofttrrs¢ttFle.pklvep�tet�shallbestrgpiltteQ
<br /> 25 2"sybflitor to joist or girder,,blind and face nail if d.(`3!12"x 0,135") - I by framing members or solid blocking.
<br /> 26 Biro joist to top plate,toe nail(roof applications.also) -_..__ 8d(2.�/r"x 0.113") 6"a.c. .
<br /> ---- .. 2-100(02"x 0.135") at each beteg.
<br /> 27 2g moo(plank&beam-floor 8c:roofl
<br /> Nail each layer as follows: i
<br /> • 32"oz.at top and bottom and \
<br /> 28 B ilt- girders and beams,2-inch lumber layers 104(3"x 0.128") staggered.Two mita
<br /> ' and at each splice. t
<br /> i t0.135") i At tach joist or rafter ,,
<br /> 29 Ledger strip supporting]gists or rafters l 3 16d(3/2'x ] -
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