|
- FASTENING REQUIREMENTS - III u I
<br /> " 1 TABLE R802.3(1) TABLE R602.3(2) i ®/
<br /> I FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ALTERNATE ATTACHMENTS 1
<br /> NUMBER AND TYPE OF I SPAGNG`OFFASIQIER3
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER...4 I SPACING OF FASTENERS NOMINAL MATERIAL THICKNESS DESCRIPTON^°OF FASTENER AND LENGTH Ed9w Intermediate supports !
<br /> TABLE Roof (InehaL__ oche*) oche* (:'oO«) ('n�) 1 I I I I I I
<br /> REQUIREMENTS FOR WOOD STRUCTURAL TlN1Al PANEL Wood structural panels ablluor,root and wall alwe0g to framing end pertidehoand wait sheathing Io framing'
<br /> WALL QUIRESHEW EN USED TO OD RESIST UCT PRESSURES..PAN ES'^° I Blocking between joists or lofty.to top plate,toe nail 3-8d(2'/,"x 0.113") — I
<br /> Staple 15 ga.13/, 4 8
<br /> swum NAL MNaN a NMANM MD EDIUM WIND Sr® 2 Ceiling joists toplate,toe nail 3.8d(2'/,"x 0.113") — -
<br /> wapo NpeaNAL MANMN PANEL NAIL SPACING 6ePh) up to'/, 0.097-0.099 Nail 2'/ 3 6
<br /> h'T NICTUU NE L PAL WALL ROO Ceiling joists not attached toparallel rafter,laps over partitions, — 'Wind exp —
<br /> Per01,o) NE PANEL SPAN THICKNESS SPACING Ekes Neel 0r"^ 01y 3 face nail 3-10dStaple 16 ga.isle 3 6
<br /> 8bn (halve) RATING (bones) (nonce) (rareo.e) finenes as)l 0 8 C D
<br /> -
<br /> 4 Collar tie rafter,face nail or 144"x 20 gage ridge strap 3-10d(3"x 0.128") — '0.113 Nail 2 I 3 6 C
<br /> 6d Common
<br /> (z.0"x0.113") 1.5 24/0 3/8 16 6 I, 12 110- 90 ffi I5 Rafter to plate,toe nail 2-16d(3V,x 0.135") — 's/,,and sae L Staple 15 and 16 get 2 4 8 _ CI
<br /> WI co.„„„ 16 6 12 130 110 105 4 8
<br /> (sd co.IA')! L75 2at6 7n6 Roof tatters to ridge,valley or hip rafters: 0.(19'7-0.099 Nai12'/, /A
<br /> u 6 I 12 1 110 90 85 I 6 tee nail - 4-16d(34,'x 0.135") — Staple 14 get 2 4 8 aY,
<br /> For a: t inch.2 4 nun,i mete per hour 0..402 m/s. l face nail 3-I6d(39,'x0.135") — I - 0) e'3
<br /> a.Panelsnmatheaiepuatlea orpespood/colummppoos.TGmplyplrwood sheathing wi)hdats spaced norethan 16 inches on centers/lag be applied with panel Staple l5 ga.13/, 3 6 COCOI^�
<br /> wehgmads perpe"mewa o supports wan l0/ and a/4 W CI W ii
<br /> b.'nNeis based onwlndPmssv�actingtowardandawar from/an/ding R3ol.2.La.albacingreywamentsshanm;aarroma,mewimsee- 7 Built-up comer studs I 10d(3"x0.128") 24"o.c. 0.097-0.099 Nai12'!s 4 8
<br /> .mf0' Staple 16 a 2 4 8
<br /> g e.%Mbadmdv ehwithspanwingsofwall-14orWaU24sfie0bepennittedas&nattemaampanelswitha2NOspmnnng.Plywdodsidiasated16.0414 8 Built-up header,two pieces with 4,"spacer 16d(3V,"x 0.135") 16"o.e.along each edge P
<br /> a shall be permitted asap niternebmps-lee with a 26/16spaeating.WW-16 add Plywood siding 16ocshalt be ma/with suds spaced,marimumof/Pinches
<br /> on mum 9 Continued header,two pieces l6d(34,"x 0.135") 16"o.a along each edge _ Stank 14 ga 29, 4 E —
<br /> TABLE R60a-3(4) 10 Continuous header to stud,toe nail 4-8d(2'/,"x 0.113") — 1 0.113 Nail 29,
<br /> Staple 15 3 6
<br /> ALLOWABLE SPANB Fon PARTICLEBOARD WALL SHEATHING' 4 8
<br /> 11 Double studs,face nail 10d(3"x 0.128") 24"over. �'244 f
<br /> I STUD SPACING
<br /> THICKNESS0i41°al 12 Double top plates,-face nail 1Od(3"x 0.128") 24"over. 0.097-0.099 Nail 21/, a s E
<br /> SPACING`OF FASTENERS
<br /> _ J 0
<br /> poem GRADE when aiding a m ing is Men Mang Is mien to sheathing Double top plates,minimum 48-inch offset of end joints; x 0.135"
<br /> I Q C
<br /> 13 8-16d(3'/," ) — NOMINAL MATERIAL THICKNESS I DESCRIPTION".OF FASTENER AND LENGTH Edna Body of paneN
<br /> 34 M-1 Exterior glue 16 — face nail in lapped area (Inches) (Meehan) I (inches) (Inches) 1 () O)
<br /> '4 M-2 Exterior glue 16 16 14 Sole Plate to joist or blocldng face nail 161(39,"x 0.1351 16"o-c. poor uededaymenh plywood-h-dbowd-p tlstebooA - ID 1/1
<br /> For SI: I inch=25.4 ma. 15 Sole plate to joist or blocking at braced wall panels 3-16d(3'/,"x 0.135") 16"o.c. Plywood II (0 n 9
<br /> a.Wall sheathing not exposed to the we ether.If the panels art applied panels ny,theeed)oie l sofohep shag be onset so that fourpanekcorness will Mmea. Z Wt E
<br /> An panel edges must besuptxatea.Leave a'/„-Inc gap between popaneis a naitno closer du n-%inch 6nm panel edges. 3-8d(V,"x 0.113") — I V,,ring or screw shank nail—minimum 3 6
<br /> 16 Stud to sole plate.toe nail or 4,and 51,, _ 12'/,ga.(0.099")shank diameter O C'N .00
<br /> JZ
<br /> 2-I6d 3'/,°x 0.135") — Staple]s ga.,Tlg,s/,s crown width _ 2 5 Cl) O
<br /> 17 Top or sole plate to stud,end sail 2-16d(3'!,"x 0.135") — 14,ringt7
<br /> 11/32,g/g,r5/32,and I/rl orscrew shank nail—minimum m 1 6 8`
<br /> 18 Top plates,laps at corners and intersections,face nail 2-10d(3"x 0.128") — 12!e ga.(0.099'1 shank diameter I Cl
<br /> 19 1"brace o each stud and plate,face nail 2-8ri(2'!,"z 0.113") — v s 23 3 i 1'/,eiag or screw shank nail—minimum 6 8
<br /> 2 staples 1!," 'fY-,!g, /2,and/, Set-(0.1'199")shook diameter
<br /> 20 1"x 6"sheathing to each bearing,face nail 2-8d(2'/,"x 0.113") I _ Staple 16 ga.I'!, i 6 8
<br /> 2 staples 13!," HaNdbowd'
<br /> 2-8d(29,"x 0.113") I — i I'!,long ring-grooved underlayntent nail 6 1 6
<br /> 21 1"x 8"sheathing to each bearing,face trail 3 staples Isla' —
<br /> Wider Nan I'x 8"sheathing toeach bearing,face nail 3-8d(24"'x 0.113") — I - 0.200 le cement/,long sinker nail 6 6
<br /> [
<br /> 22 4 staples 1$," — Iate
<br /> Staple 18 ga.,%long(plastic coated) , 3 6
<br /> I Floor II Particleboard
<br /> 23 Joist to sill or girder,toe nail 3-8d(29,"x 0.113") — I', ! ;/a 4d ring-grooved underlaytnlent nail 3 6
<br /> I 2-8d(29,"x 0.113") — I Staple 18 ga.,V.long.3/,,crown 3 6 '
<br /> •
<br /> • 24 1"x 6"subfhyor or less to each joist,face nail 2 staples 13/," — , a/ 1 6d ring-grooved uoderlayment nail 6 10
<br /> • a • Staple 16 I4,long, s 3/crown 3 6 a
<br /> 25 2"subflonr to joist or gkder,blind and face nail 2-16d(39,"x 0.135") — tutu ga
<br /> tt
<br /> 26 Rim joist totop plate,toe Dail(roof applications also) 8d(29,"x 0.113") 6"o.c. r/,.,. 6d ring-grooved uoderlayment nail I 6 s 10
<br /> en27 2"planks(plank&beam—floor&roof) 2-16d(3V,"x 0.I35") at each bearing I saline h o ga.,rig tong,7,crown6 a I (
<br /> Nail each layer as follows: For Mt 1 inch=25.4 sum.
<br /> 28 Built-up girders and beams,2-inch lumber layers I Od(3"x 0.128" 32"over.at top and bottom and a.Nell is a general description and may be T--head,modified round head w round bead
<br /> P y ) staggered.Two nails at ends b.Staples shall have a minimum crown width of/,;inch on diameter except as soled.
<br /> and al each splice. c.Nagsorsmples shall be apace,at not more Mao 6inches on center ataltsnppobs where spans are48 inchuorgreater.Nails or staples shall be spaced at Fonurore
<br /> than 12 inches an center arimmediate supports for floors.
<br /> 29 I Ledger strip supporting joists or rafters 3-16d(3','x 0.135") At each joist or rafter d.Fasteners stall be placed in a grid pane=throughout the body of the panel
<br /> _...... e.For 5-ply panels,intermediate.nails shall be spaced not more than 12 iaches on motet ebb xay.
<br /> SPACING OF FASTENERSf.Hardboard uaderlayment shall conform toANSVAtIA A135.4.
<br /> Intermediate I
<br /> DESCRIPTION OF BUILDING l
<br /> ITEM MATERIALS DESCRIPTION OF FASTENER"'"'" di
<br /> ((neMa)' - (Isnob..)a
<br /> Wood structural panels,suhnaor,roof and interior wall sheathing to framing and particleboard wall Meanting to fawning Z
<br /> 30 34r.'!,^ 6d common(2"x 0.113')nail(subiloor wall); 6 12a ZQ
<br /> 8d common(2'!,"x 0.131")nail(roof) HEADER AS SPEC'D
<br /> 2X CASING • d
<br /> 31 sy16a_h/i, 6d common(2"x 0.113")nail(subfloor,wail) 6 12a
<br /> 8d common(21/2"x 0.131")nail(roof)'
<br /> 32 t'i."-1" 18d common trail(29,"x 0.131") 6 12a IHEAD M
<br /> JAMB SIZED FOR Z
<br /> •
<br /> • IOd common(3"x deformed
<br /> nail or i W
<br /> 33 Y/g"-1'/," 6 (2 •
<br /> WALL THICKNESS • (7
<br /> 8d(29,"x 0.131")deformed nail TRACK N —, F
<br /> I Other wailshathing^ — GARAGE DOOR FITTED WITH SEAL - p CI
<br /> 34 4,"structural cellulosic '/,"galvanized roofing nail,'/,,'crown or 1" 3 6
<br /> fiberboard sheathing croons staple 16 go,19,"long
<br /> I 35 25/3,"structural cellulosic 13I4"galvanized roofing nail, crown or 1" 3 6 TRACK-MOUNTS SIDING PANEL
<br /> fiberboard sheathing crown staple 16 ga.,1'/,"long
<br /> TO CASING TRIM
<br /> 36 '!,"gypsum sheathing" IV galvanized roofing sail;staple galvanized, 7 7 JAMB
<br /> CD
<br /> •
<br /> I'!,"long;14,screws,Type W or S JAMB
<br /> STOP Z
<br /> 37 54"gypsum sheathiogd 15/a('g(avaoized roofing nail;staple galvanized, III 7 7 ROLLERS MOUNTED O
<br /> 1/g Im !g g;1 "screws,Type W Or S TO GARAGE DOOR IL Q fA
<br /> Wood structural panels,combination nutgwertuaadayrrwm to framingipp I= Q
<br /> 3 6d deformed(2"x 0.1201 nail or THICKENED CONCRETE GARAGE DOOR FLOOR SEAL (ZLJ W
<br /> 38 1,"and less 6 12 SLAB EDGE AS SELECTED
<br /> _ 8d common(24z"x 0.1311 nail i I Z 0
<br /> •
<br /> I OPTIONAL DEPRESSED SLAB W Q it
<br /> T 8d common(23/,"x 0.131")nail or 1 • EDGE FOR RAIN SEAL CO O
<br /> 39 ,"-1" sd deformed(z4,^xo.lzr)nail 6 12 THRESHOLD' ,I • Z 5 co Co QO
<br /> I0d common(3"x 0.148")nail or L' I_ Ul— W
<br /> all 1'/a'-IV I 6 12 a Z
<br /> 18d deformed(29,"x 0.120")nail Z W (�
<br /> O W F Q
<br /> For SI: l loch=25.4 rum.lfool=304.8 mt.I mile per boar=0.447 m/s:lksi=6.895 MPa. - U C3 to Z
<br /> a.All nails are smooth-common,boxer deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum - I-. 0< Q
<br /> avenge heeling yield shengtln as show:801ai for shank diameter of0.192 inch(20d common nail),901csi for shank diameters lamer than 0.142 inch but not APRON/PAVING W C)LL C9
<br /> larger than 0.177 inch,and 100 ksi for shank diameters Of 0.142 inch or less. W
<br /> -
<br /> FOUNDATION AS,SPEC'D.
<br /> b.Staples are l6 gage wire and have a minimum'/ism ch diameter crown width. 1!2'EXPANSION 2
<br /> c.Nods shall be spaced at not more than 6 aches on I at all supports JOINT MATERIAL co
<br /> spa peons where spans are 48 Metes wgrealec TB e.Sparfoe fasteners
<br /> tablesshall eeapplied Cortisilty. SHEET
<br /> e.Sparing of festenen not included in this male shad be based on Table Rfi023(2). •
<br /> f.For regions havingbasic wind speed of 110 mph or greater,8d deformed(29,"x0.120)nails shall be used for anachingplywond and wood Dortmund panel roof IMI - -C
<br /> sheathing to framing within minimum 48-inch distance from(able end walls,if mean roof height is more den 25 feet,up to 35 feet maximum. - .
<br /> 8.For regionshavingbasic wind speedof100mphor less,nails for anaching wood antenna'panel roof sleathingtogaNeend wall t'mmingshallbespaced6 inches
<br /> co
<br /> on center.When basic wind speed is greater Man 100mph,Flails for attaching panel root'sheathing m interediate supports shall be spatxd6 lobes oncenter for
<br /> 1 7
<br /> minimum 48-inchdiamnce from ridgee.eaves and m gable cod ' )GARAGE DOOR DETAILS
<br /> h Gypsum sheathing shall conform In ASTM C 1396 and shall be installed ill accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 203. 1 O
<br /> i.Spacing of fasteners on floor sheathing panel edges applies o panel edges vted supp by framing members and required blocking and at all floor perimeters onl. _
<br /> Spacing of fasteners on roof Sheathing panel edges applies to panel edges suppwtedby framing members and required blocking.Blocking of roof w floor sheath ()
<br /> fag panel edges perpendicular totheframiog members need nwbepmsidedcxceptas requitedbyotharprovisionsof this code.Floor perimeter shall be supported 7
<br /> by framing members or solid blocking. OF
<br />
|