Installation Guide for Floor and Roof Framing...September 2011 Reorder TJ-9001 MPORTANT: PLEASE READ CAREFULLY!I INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING TJI® 110 TJI® 210 TJI®

IMPORTANT: PLEASE READ CAREFULLY!September 2011 ■ Reorder TJ-9001

INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING

TJI® 110TJI® 210TJI® 230TJI® 360TJI® 560

Joists

WARNING:DO NOT walk on joists until braced. INJURY MAY RESULT.

WARNING:DO NOT stack building materials on unsheathed joists. Stack only over beams or walls.

WARNING:DO NOT walk on joists that are lying flat.

August 2014 • Reorder TJ-9001

woodbywy.com 1.888.453.8358

La Seguridad Ante Todo

ADVERTENCIAPor Favor Lea Cuidadosamente

• Lasviguetassoninestableshastaqueseanreforzadaslateralmente.VealaguíadeinstalacionesantesdeinstalarlasviguetasTJI®.

• Nocaminesobrelasviguetashastaqueseanapuntaladas.• NopongamaterialesdeconstrucciónsobrelasviguetasTJI®antesdeinstalareltriplay.Pongamaterialsúnicamentesobrevigasomuros.

LaSécuritéAvantTout

AVERTISSEMENTLire Attentivement

■ Lessolivesnoncontreventéeslatéralementsontinstables.Voirleguided’installationavantlaposedessolivesTJI®.

■ NepascirculersurlessolivesTJI®avantqu’ellesnesoientadéquatementcontreventées.Risquedeblessure.

■ Nepasempiléesdesmatériauxsurdessolivesavantd’avoirinstallélessous-plancher.Lesentreposertemporairementau-dessusdespoutresetmurs.

WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut Lines

Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines:1. Properlyinstallallblocking,hangers,rimboards,andrimjoistsatTJI®joistendsupports.2. Establishapermanentdeck(sheathing),fastenedtothefirst4feetofjoistsattheendofthebayorbracedendwall.3. Safetybracingof1x4(minimum)mustbenailedtoabracedendwallorsheathedareaandtoeachjoist.4. SheathingmustbecompletelyattachedtoeachTJI®joistbeforeadditionalloadscanbeplacedonthesystem.5. Endsofcantileversrequiresafetybracingonboththetopandbottomflanges.6. Theflangesmustremainstraightwithin½"fromtruealignment.

This guide is intended for the products shown in dry-use conditions.

1FloorAllowable Holes: Trus Joist® TJI® Joists . . . . . . . . . . . . . . 1

TJI® Joist Nailing requirements at Bearing . . . . . . . . . . . 2

Installation recommendations . . . . . . . 2

TJI® Joist Floor Framing . . . . . . . . . . . . 3

Fastening of Floor Panels . . . . . . . . . . . 3

rim Board Details and Installation . . . . 4

Floor Details . . . . . . . . . . . . . . . . . . 4–5

Cantilever Details . . . . . . . . . . . . . . . . 5

Filler and Backer Blocks . . . . . . . . . . . 5

Web Stiffeners . . . . . . . . . . . . . . . . . . . 6

Framing Connectors . . . . . . . . . . . . . . . 8

rooF AND WAllAllowable Holes: Trus Joist® TimberStrand® lSl Wall Studs . . . . . . . . . . . . . . . . . . . . . . 2

Web Stiffeners . . . . . . . . . . . . . . . . . . . 6

Typical roof and Wall Framing . . . . . . . 6

Ceiling Joists . . . . . . . . . . . . . . . . . . . . 6

roof Details . . . . . . . . . . . . . . . . . . . . . 7

Framing Connectors . . . . . . . . . . . . . . . 8

Shear Blocking and Ventilation Holes . . 8

TJI® Joist Nailing requirements at Bearing . . . . . . . . . . . 8

BeAm AND ColumNAllowable Holes: Trus Joist® TimberStrand® lSl, Parallam® PSl, microllam® lVl Headers and Beams . . . . . . . . . . . . . . . 2

Beam and Column Details . . . . . . . . . . 9

Beam and Header Bearings . . . . . . . . . 9

TJI® 110 joists TJI® 230 joists TJI® 560 joists

1¾"

3⁄8" 3⁄8" 3⁄8" 3⁄8" 7⁄16"

21⁄16" 25⁄16" 25⁄16" 3½"

1¼"–13⁄8" 1¼"–13⁄8" 1¼"–13⁄8" 13⁄8" 13⁄8"

CONTENTS

PRODUCT IDENTIFICATION

ALLOWABLE HOLES—TJI® JOISTS

9½" 117⁄8" 14"

9½" 117⁄8" 14" 16"

9½" 117⁄8" 14" 16"

9½" 117⁄8" 14" 16"

9½" 117⁄8" 14" 16"

We at Weyerhaeuser are committed to working safely and want to remind you to do the same. We encourage you to follow the recommendations of OSHA (www.osha.gov) in the U.S. or provincial regulations (www.canoshweb.org/en/) in Canada regarding:– Personal protective equipment (PPE) for hands, feet, head,

and eyes – Fall protection – Use of pneumatic nailers and other hand tools – Forklift safety Please adhere to the Weyerhaeuser product installation details, including the installation of safety bracing on unsheathed floors and roofs.

BUILD SAFELY

OR

Min. distance from Table A

1½" hole may be cut anywhere in web outside of hatched zone

L1 D12 x D1

minimum (applies to all holes except knockouts)

No field cut holes in hatched zone

No field cut holes in hatched zone

Min. distance from Table B

D22 x L2

minimum6"

6"

6"6"

6"

Do not cut holes larger than 11/2" in cantilever

DO NOT cut holes in cantilever

reinforcement.

DO NOT cut or notch flange.

L2Closely grouped round holes are permitted if the group perimeter

meets requirements for round or square holes

TJI® 210 joists TJI® 360 joists

JoistDepth TJI®

Round Hole Size Square or Rectangular Hole Size2" 3" 4" 61⁄2" 87⁄8" 11" 13" 2" 3" 4" 61⁄2" 87⁄8" 11" 13"

91⁄2"

110 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 1'-6" 2'-6" 4'-6"210 1'-0" 1'-6" 2'-6" 5'-6" 1'-0" 2'-0" 2'-6" 5'-0"230 1'-6" 2'-0" 2'-6" 5'-6" 1'-0" 2'-0" 3'-0" 5'-0"360 1'-6" 2'-0" 3'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5'-6"560 1'-6" 2'-6" 3'-6" 7'-0" 2'-0" 3'-0" 4'-0" 6'-0"

117⁄8"

110 1'-0" 1'-0" 1'-6" 2'-6" 5'-6" 1'-0" 1'-6" 2'-0" 4'-6" 6'-0"210 1'-0" 1'-6" 2'-0" 3'-0" 6'-0" 1'-0" 1'-6" 2'-6" 5'-0" 6'-6"230 1'-0" 1'-6" 2'-0" 3'-0" 6'-6" 1'-0" 2'-0" 2'-6" 5'-6" 7'-0"360 1'-6" 2'-0" 3'-0" 4'-6" 7'-0" 1'-6" 2'-6" 3'-6" 6'-6" 7'-6"560 1'-6" 2'-6" 3'-0" 5'-6" 8'-0" 2'-6" 3'-6" 4'-6" 7'-0" 8'-0"

14"

110 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-6" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 8'-0"210 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-6" 8'-6"230 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 7'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 9'-0"360 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 6'-0" 8'-0" 9'-6"560 1'-0" 1'-0" 2'-0" 4'-6" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 7'-0" 9'-0" 10'-0"

16"

210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 8'-0" 11'-0"230 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 4'-0" 7'-0" 1'-0" 1'-0" 1'-0" 3'-6" 7'-0" 9'-0" 11'-0"360 1'-0" 1'-0" 1'-0" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 5'-0" 9'-0" 10'-0" 11'-6"560 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 7'-6" 10'-0" 1'-0" 2'-0" 3'-0" 6'-6" 10'-0" 11'-0" 12'-0"

■ Leave1⁄8"ofweb(minimum)attopandbottomofhole.DO NOT cut joist flanges.■ Tablesarebasedonuniformloadtablesincurrentdesignliterature.■ Forsimplespan(5'minimum),uniformlyloadedjoistsusedinresidentialapplications,onemaximumsizeroundholemaybe

locatedatthecenterofthejoistspan provided that no other holes occur in the joist.

Table B—Intermediate or Cantilever SupportMinimumdistancefromedgeofholetoinsidefaceofnearestintermediateorcantileversupport

Table A—End SupportMinimumdistancefromedgeofholetoinsidefaceofnearestendsupport

JoistDepth TJI®

Round Hole Size Square or Rectangular Hole Size2" 3" 4" 61⁄2" 87⁄8" 11" 13" 2" 3" 4" 61⁄2" 87⁄8" 11" 13"

91⁄2"

110 2'-0" 2'-6" 3'-6" 7'-6" 1'-6" 2'-6" 3'-6" 6'-6"210 2'-0" 2'-6" 3'-6" 8'-0" 2'-0" 3'-0" 4'-0" 7'-6"230 2'-6" 3'-0" 4'-0" 8'-6" 2'-0" 3'-6" 4'-6" 7'-6"360 3'-0" 4'-0" 5'-6" 9'-0" 3'-0" 4'-6" 5'-6" 8'-0"560 3'-6" 5'-0" 6'-0" 10'-0" 4'-0" 5'-6" 6'-6" 9'-0"

117⁄8"

110 1'-0" 1'-0" 1'-6" 4'-0" 8'-6" 1'-0" 1'-6" 2'-6" 7'-0" 9'-6"210 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 1'-0" 2'-0" 3'-0" 8'-0" 10'-0"230 1'-0" 2'-0" 2'-6" 5'-0" 10'-0" 1'-0" 2'-6" 3'-6" 8'-6" 10'-6"360 2'-0" 3'-0" 4'-0" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 9'-6" 11'-0"560 1'-6" 3'-0" 4'-6" 8'-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12'-0"

14"

110 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 5'-0" 9'-0" 12'-0"210 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 13'-0"230 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 6'-6" 11'-0" 13'-6"360 1'-0" 1'-0" 2'-0" 5'-6" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0"560 1'-0" 1'-0" 1'-6" 5'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 10'-0" 13'-6" 15'-0"

16"

210 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 4'-6" 10'-0" 12'-6" 16'-0"230 1'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 5'-0" 10'-6" 13'-6" 16'-6"360 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 7'-6" 13'-0" 14'-6" 17'-0"560 1'-0" 1'-0" 1'-0" 2'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 9'-0" 14'-6" 16'-0" 18'-0"

2

5⁄8"minimumedgedistance Maximum notch: 7⁄8"for3½"thickwalls 13⁄8"for5½"–117⁄8"thickwalls

ALLOWABLE HOLES—BEAMS and STUDS

TimberStrand® LSL Wall Studs

DO NOT cut, notch, or drill holes in headers or beams except as indicated in the illustrations and tables.

Maximum diameter: 13⁄8"for31⁄2"thickwalls(11⁄8"inCanada); 23⁄16"for5½"–117⁄8"thickwalls(113⁄16"inCanada)

DO NOT cut a notch and a hole in the

same cross section.

Other Trus Joist® Headers and Beams

1 .55E TimberStrand® LSL Headers and Beams

2xdiameterofthelargesthole(minimum)

d

Microllam® LVL and Parallam®PSL allowedholezone middle1⁄3span

d

1.3E TimberStrand® LSL

holezone1⁄3depth

Header or Beam Depth

Maximum Round Hole

Size

43⁄8" 1"51⁄2" 1¾"

71⁄4"–20" 2"

Microllam® LVL and Parallam®PSLholezone

1.3ETimberStrand®LSLallowedholezone

■ Seeillustrationforallowedholezone.

Header or Beam Depth

Maximum Round Hole

Size

91⁄4"–91⁄2" 3"111⁄4"–117⁄8" 35⁄8"

14"–16" 45⁄8"

d

■ Allowedholezonesuitablefor headersandbeamswithuniform loads only.

■ Noholesincantilevers.

■ Roundholesonly.■ Noholesinheadersorbeamsinplank

orientation.

GENERAL NOTES

One notch may be cut anywhere except the middle 1⁄3 of the length of the stud or column. Holes may be drilled anywhere along the length of the stud or column but must be at least 5⁄8" from the edge.

2xdiameterofthelargesthole(minimum)

8" 8"

Allowedholezone1⁄3depth

■ Seeillustrationforallowedholezone.

Other Trus Joist® Beams

■ Roundholesonly.■ Noholesinheadersorbeamsinplank

orientation.

■ Allowedholezonesuitablefor headersandbeamswithuniform and/or concentrated loadsanywherealongthemember.

GENERAL NOTES

1.55E TimberStrand® LSL

Shear transfer nailing: Use connections equivalent to floor panel nailing schedule. See page 4.

11⁄8" TJ® Rim Board, 11⁄4" TimberStrand® LSL, or TJI® 110 rim joist: One10d(0.131"x3")nailintoeachflangeTJI® 210, 230, and 360 rim joist: One16d(0.135"x3½")nailintoeachflange

One10d(0.128"x3")nailintoeachflange

TJI® Joist to Bearing Plate

Rim to TJI® Joist

Squash Blocks to TJI® Joist (Load bearing wall above)

TJI® 560 rim joist: Toenailwith10d(0.128"x3")

nails,oneeachsideof TJI®joistflange

RECOMMENDED ADHESIVES■ Weyerhaeuserrecommendsusingsolvent-basedsubfloor

adhesivesthatmeetASTMD3498(AFG-01)performancestandards.Whenlatexsubflooradhesiveisrequired,carefulselectionisnecessaryduetoawiderangeofperformancebetweenbrands.

INSTALLATION RECOMMENDATIONS

Top View

TJI®560floorjoist

TJI®560rimjoist

Also see detail B2, page 5

RECOMMENDED COMPONENTS■ WeyerhaeuserEdgeGold™floorpanels■ TJI®joists■ 11⁄8"TJ®RimBoardor1¼"TimberStrand® LSL

■ Increasedbearingcapacitiesmaybeachievedwithincreasedbearinglengths.Seeplansforrequiredbearinglengths.

Locate rim board joint between joists

TJI® JOIST NAILING REQUIREMENTS AT BEARING

1¾"minimumbearing

Nailpaneltojoistat12"on-centerinfieldand6"on-centeralongpaneledges.Applyfasteners3⁄8"frompaneledges.■ For¾"panels,use8d(0.131"x2½")or6d(0.120"x2")

deformed-shanknailsorothercode-approvedfasteners.■ For7⁄8"panels,use8d(0.131"x2½")or8d(0.120"x2½")

deformed-shanknailsorothercode-approvedfasteners.■ Fullynailfloorpanelwithin10minutesofapplyingadhesive

(orsoonerifrequiredbyadhesivemanufacturer).■ Screwsmaybesubstitutedforthenailsnotedaboveifthe

screwshaveequivalentlateralloadcapacity.

Applya¼"orlargerbeadofadhesive

Maintain a 1⁄8"gapatallpanelendsandedgestoallowforexpansion.T&Gedgesself-gapto1⁄8".

Installpanelsright-sideup

3½"minimumintermediate bearing;5¼"mayberequired

formaximumcapacity

1¾"minimumendbearingforsingle-familyapplications

11⁄8"TJ®RimBoardor1¼"TimberStrand® LSL

One8d(0.113"x2½")naileachside.Drivenailsatanangle atleast1½"fromend.

Atabuttingpaneledges,applytwo¼"beadsofadhesive

3

DO NOT use sawn lumber for rim board or blocking as it may shrink after installation. Use only engineered lumber.

TJI® joist floor framing does not require bridging or mid-span blocking

INSTALLATION TIPS■ Subflooradhesivewillimprovefloorperformance,butmaynotbe

required.■ Squashblocksandblockingpanelscarrystackedverticalloads

(detailsB1andB2).PackingoutthewebofaTJI®joist(withwebstiffeners)isnotasubstituteforsquashblocksorblockingpanels.

■ Whenjoistsaredoubledatnon-loadbearingparallelpartitions,spacejoistsapartthewidthofthewallforplumbingorHVAC.

■ Additionaljoistatplumbingdrop(seedetailatright).

TJI® JOIST FLOOR FRAMING

WARNING Joists are unstable until laterally braced. See Warning on cover.

L4

H1

P

L5

A2

E2 A1 H2

E1

B4B3

B2B1

CS L3

L1

LAH3

A3_

H1

L2Safety bracing (1x4 minimum) at 8' on-center (6' on-center for TJI® 110 joists) and extended to a braced end wall. Fasten at each joist with two 8d (0.113" x 21⁄2") nails mini-mum (see Warning on cover).

See Filler and Backer Blocksonpage5

Joistsmustbelaterallysupportedatcantileverandendbearingsbyblockingpanels,hangers,ordirectattachmenttoarimboardorrimjoist.

See Allowable Holes

onpage1

TJI® rimjoist

11⁄8"TJ®RimBoardor 1¼"TimberStrand® LSL

Bearingplatetobeflushwithinsidefaceofwallorbeam

1½"knockoutsatapproximately12" on-center

Protectuntreatedwoodfromdirectcontactwithconcrete

Rimboardjointbetweenjoists

Structuralsheathing See Exterior Deck

Attachment on page4

UseB1orB2at intermediatebearingswithloadbearingorbraced/shearwallfromabove

Endofjoists atcenterlineofsupport

Plumbingdrop

Additionaljoistisrequirediffloorpaneledgeisunsupportedorifspanratingisexceeded.

Joistmaybeshiftedupto3"iffloorpaneledgeissupportedandspanratingisnotexceeded.

Do not cut joist flanges.

■ Recommendednailingis12"on-centerinfieldand6"on-centeralongpaneledge.Fasteningrequirementsonengineereddrawingssupersederecommendationslistedabove.

■ Forrecommendednailingandadhesives,seeINSTALLATION RECOMMENDATIONS onpage2.

■ Nailingrowsmustbeoffsetatleast½"andstaggered.■ 14ga.staplesmaybesubstitutedfor8d(0.113"x2½")

nailsifminimumpenetrationof1"intotheTJI®joistorrimboardisachieved.

■ MaximumnailspacingforTJI®joistsis18"on-center.

Guidelines for Closest On-Center Spacing per Row

DETAIL SCHEDULE

Webstiffenersrequiredoneachsideofjoistatbearing.RefertoyourJavelin®framingplan.BearingrequirementsasshownontheJavelin®framingplanarejob-specificandsupersedeminimumbearingrequirementslisted.

JAVELIN® SOFTWARE FRAMING PLANS

(1)Staggernailswhenusing4"on-centerspacingandmaintain3⁄8"joistandpaneledgedistance.Onerowoffastenersispermitted(twoatabuttingpaneledges)fordiaphragms.Fastenerspacing for TJI® joists indiaphragmapplicationscannotbelessthanshownintable.Whenfastenerspacingfor blockingislessthanspacingshownabove,rectangularblockingmustbeusedinlieuofTJI®joists.

(2) Fornon-diaphragmapplications,multiplerowsoffastenersarepermittediftherowsareoffsetatleast½"andstaggered.(3)With10d(0.148"x1½")nails,spacingcanbereducedto3"on-centerforlightgaugesteelstraps.(4)Canbereducedto5"on-centerifnailpenetrationintothenarrowedgeisnomorethan13⁄8"(toavoidsplitting).(5)Canbereducedto4"on-centerifnailpenetrationintothenarrowedgeisnomorethan13⁄8"(toavoidsplitting).

FASTENING OF FLOOR PANELS

Nail SizeTJI®(1)(2) Rim board 11⁄2"

TimberStrand® LSL or wider

Microllam® LVL

Parallam® PSL110, 210,

and 230360 and

560 11⁄8" TJ® 11⁄4" TimberStrand® LSL

8d (0.113" x 21⁄2"), 8d (0.131" x 21⁄2") 4" 3" 6" 4" 3" 3" 3"10d (0.148" x 3"), 12d (0.148" x 31⁄4") 4"(3) 4"(3) 6" 4" 4" 4" 4"

16d (0.162" x 31⁄2") 6" 6" 16"(4) 6"(5) 6"(5) 8" 6"

End bearings (seepage4)

withblockingpanels

withTJI®rimjoist

withrimboard

Intermediate bearings* (seepage5)

withblockingpanelstosupport loadbearingwallabove

withsquashblockstosupport loadbearingwallabove

withoutblockingpanelsor squashblocks(nowallabove)

Cantilever details (seepage5)

noreinforcement

¾"reinforcementononeside

¾"reinforcementbothsides

joistreinforcement

deckcantilever

permanentbracing

Cantilevers less than 5" (seepage5)

¾"reinforcementononeside, withverticalblocking

¾"reinforcementbothsides, withverticalblocking

¾"reinforcementononeside, withhorizontalblocking

¾"reinforcementonbothsides, withhorizontalblocking

horizontalblocking,noreinforcement

Hanger Details (moreconnectorinformationonpage8)

TJI®joisttobeam(seepage8)

TJI®joisttojoist(seepage5)

TJI®joistonmasonrywallorsteelbeam(seepage8)

Other details

buttingjoistswithblockingpanels(seeabove)

columnsupport(seepage4)

exteriordeckattachment(seepage4)

webstiffeners(seepage6)

beamdetails(seepage9)

columndetails(seepage9)

*Load bearing wall must stack over wall below. Blocking panels may be required at braced/shear walls above or below.

A1

A2

A3_

E5

E8

E9

E6

E7

H1

H2

H3

B1

B2

B3

E1

E2

E3

PB1

E4

F1

B4

CS

LA

W

L

P

A_ W

E_ W

B_ W

4RIM BOARD DETAILS AND INSTALLATION

2x4or2x6studwallat16"on-center

WebstiffenerrequiredonbothsidesatA3._WONLY Webstiffenerrequiredon

bothsidesatA3.4WONLY

SheathingmaybeattachedasshowninA3.4

Floorpanelnail

Platenail

11⁄8"TJ®RimBoardor 1¼"TimberStrand® LSL

(seenailingschedulebelow)

Whenpanel thickness exceeds7⁄8", trimsheathingtongue at rimboard

Toenail

Platenail

Floorpanelnail

Attachsheathingpernailingschedule(below)

Toenail

12"minimum

Installproperblockingtosupportallpaneledges

2x4or2x6studwallat16"on-center

1¼"TimberStrand® LSL rimboard

Whenpanel thickness exceeds7⁄8", trimsheathingtongue at rimboard

RimboardtoTJI®joist

RimboardtoTJI®joist

TJI®joisttoplate

TJI®joistspanningineitherdirection

RimboardtoTJI®joist

RimboardtoTJI®joist

TJI®joisttoplate

A3.1 W

A3.2 W

A3.3 W

A3.1 A3.2 A3.3 A3.4 W

A3.4

TJI®joistspanningineitherdirection

SpecificationsRim Board Installation Detail(1)(2)

A3.1 A3.2 A3.3 A3.4 Minimum Rim Board Thickness 11⁄8" 1¼" 1¼" 1¼"Plate Nail—16d (0.135" x 31⁄2") 16"o.c. 16"o.c. 16"o.c. 16"o.c.

Floor Panel Nail—8d (0.131" x 21⁄2") 6"o.c.Rim Board to TJI® Joist—10d (0.131" x 3") Oneintoeachflange

Toe Nail—10d (0.131" x 3") 6"o.c. 6"o.c. 4"o.c. 6"o.c.TJI® Joist to Plate—8d (0.113" x 21⁄2") Twonailsdrivenatanangleintobottomflange,oneeachsideofwebatleast1½"fromend

Wall Framing

Sheathing

Percode Percode

7⁄16"structural1 sheathing(3)

3⁄8"structural1 sheathinginallareas(4)

Boundary Nailing 8d(0.131"x2½") at6"o.c.

8d(0.131"x2½") at4"o.c.

Intermediate Nailing 8d(0.131"x2½")at12"o.c.Maximum Lateral Load (plf) 220(5) 300(5) 350(6) 560(6)

(1)Allsheathingmustbeproperlyblockedandnailed.(2)Verifythelateralcapacityofthewall.Notalltypesofcode-allowedwallconstructionprovidethesamelateralresistance.Checkwithyourlocalbuilding

officialsorthedesignprofessionalofrecord.(3)DetailA3.3mustbeasegmentedwall,locationoffull-heightstructuralsheathingpercode.(4)Sheathingmustbecontinuousoverallplate-to-plateandplate-to-rimboardinterfacesandmaybutttogetheratmid-depthofrimboardasshownin

A3.4.Atfoundation,fastenthebottomedgeofthesheathingtothesillplate.(5)Maximumlateralloadcapacitiesareforseismicdesignapplications.Nofurtherincreasesfordurationofloadareallowed,exceptloadsmaybeincreased

byafactorof1.4forwinddesignapplications.(6)Capacitiesmustnotbeincreasedfordurationofload.

Must have 1¾" minimum joist bearing at ends. Attach rim joist per A3.1 in rim board installation table above.

Attach blocking per A3.1 in rim board installation table above

Exterior Deck Attachment Shimmed Deck Attachment

Structuralexteriorsheathing 11⁄8"TJ®RimBoardor

1¼"TimberStrand® LSL

Staggeredbolts

Flashing

Treated2x_ledger

Corrosion-resistant fasteners required for wet-service applications

FLOOR DETAILS

A2A1 W

A2 WA1

Use 2x4 minimum squash blocks to transfer load around TJI® joist

2x4minimumsquashblocks;matchbearingareaofcolumnabove

Loadfromabove

1⁄16"

CS

LA

Blocking panel: 11⁄8"TJ®RimBoard, 1¼"TimberStrandLSL, orTJI®joist

Platenail

Toenail

WebstiffenerrequiredonbothsidesatA1WONLY

TJI®rimjoist

Platenail

Rim-to-joistnail

Toenail

WebstiffenerrequiredonbothsidesatA2WONLY

SidingWeather-resistivebarrier

Flashing

Washersorprefabspacerstoallowfordrainage.Maximumairspaceis½".Addsealant.

Staggeredbolts

Treated2x_ledgerStructuralexteriorsheathing

Treatedsillplate

11⁄8"TJ®RimBoardor1¼"TimberStrand® LSL

Maintain 2" distance (minimum) from edge of ledger to edge of fastener. Stagger bolts.

Two 2½" screws for 2x_ strapping connections

Apply subfloor adhesive to all contact surfaces

Two 8d (0.113" x 2½") nails or 2½" screws, typical

When specified on the layout, one of the bracing options shown at right is required

Backer block both sides of web with single TJI® joist

DOUBLE TJI® JOIST FILLER BLOCK■ Single-Family Applications: Attach with

ten 10d (0.128" x 3") nails, clinched. Use ten 16d (0.135" x 3½") nails from each side with TJI® 560 joists.

■ Multi-Family Applications: Attach with fifteen 10d (0.128" x 3") nails, clinched. Use fifteen 16d (0.135" x 3½") nails from each side with TJI® 560 joists.

Load bearing or braced/shear wall above (must stack over wall below)

Blocking panel: 11⁄8" TJ® Rim Board, 1¼" TimberStrand LSL, or TJI® joist

Web stiffener required on both sides at B1W or B2W ONLY.

2x4 minimum squash blocks

1⁄16"

Web stiffener required on both sides at B3W ONLY.

Nail rim to blocking panel and blocking panel to plate with connections equivalent to floor panel schedule (E7/E8/E9)

8" diameter maximum hole for 117⁄8"–16" deep blocking panels; 6" diameter maximum for blocking panels 9½" deep or shorter than 12" long. Do not cut flanges.

11⁄8" TJ® Rim Board or 1¼" TimberStrand® LSL, typical. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange.

At PB1, cantilever back span must be permanently braced with either direct-applied ceiling along entire length or permanent bracing at 1⁄3 points. See detail below for connections.

Wood backer

Blocking panel between each joist. Full depth vertical blocking at E5 and E6, horizontal blocking at E7/E8/E9.

Web stiffener required on both

sides at E1W ONLY

11 ⁄2 times cantilever le

ngth

Cantilever length

4'-0" maxim

um

(uniform loads only)

1 ⁄3

8' max., typical

1 ⁄3

1 ⁄3

Less than 5"

11⁄8" TJ® Rim Board or 1¼" TimberStrand® LSL closure, typical

4'-0" length of ¾" reinforcement (2'-0" maximum

cantilever) on one side at E2, both sides at E3. Attach to joist

flange with 8d (0.131" x 2½") nails at 6" on-center. When

reinforcing both sides, stagger nails.

FLOOR DETAILS 5

CANTILEVER DETAILS

FILLER AND BACKER BLOCKSHANGER BACKER BLOCKInstall tight to top flange (tight to bottom flange with face mount hangers).■ Single-Family Applications: Attach with ten 10d (0.128" x 3") nails, clinched

when possible.■ Multi-Family Applications: Attach with fifteen 10d (0.128" x 3") nails, clinched

when possible.

Directly applied ceiling

Blocking panels may be required with braced/shear walls above or below—see detail B1

Blocking panels may be required with braced/shear walls above or below—see detail B1

B1WB1

B2WB2 B3WB3

E5

E6

H2

E8

E7

F1

E4

E3

E2

E1

E1W

PB1

PB1

6'-0" length of TJI® joist reinforcement (2'-0" maximum cantilever) and filler block at E4. Attach to joist web with 3 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Use 4'-0" length with 9½" and 117⁄8" TJI® joists, and attach to joist web with 2 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Not for use with TJI® 560 joists.

Nail through 2x_ cantilever, wood backer, and TJI® joist web with 2 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Use 16d (0.135" x 3½") nails with TJI® 560 joists. F1 applies to uniformly loaded joists only.

12" length of ¾" reinforcement on one side at E5/E7, both sides at E6/E8. Attach to joist flanges with one 8d (0.131" x 2½") nail at each corner.

No load bearing wall above

(1) If necessary, increase filler and backer block height for face mount hangers and maintain 1⁄8" gap at top of joist. See detail W. Filler and backer block dimensions should accommodate required nailing without splitting. The suggested minimum length is 24" for filler and 12" for backer blocks.

TJI® 110 210 230 or 360 560

Depth 9½" or 117⁄8" 14" 9½" or

117⁄8" 14" or 16" 9½" or 117⁄8" 14" or 16" 9½" or

117⁄8"14" or

16"

Filler Block(1)

(Detail H2)2x6 2x8 2x6 + 3⁄8"

sheathing2x8 + 3⁄8" sheathing

2x6 + ½" sheathing

2x8 + ½" sheathing

Two 2x6

Two 2x8

Cantilever Filler

(Detail E4)

2x6 4'-0" long

2x10 6'-0" long

2x6 + 3⁄8" sheathing 4'-0" long

2x10 + 3⁄8" sheathing 6'-0" long

2x6 + ½" sheathing 4'-0" long

2x10 + ½" sheathing 6'-0" long

Not applicable

Backer Block(1)

(Detail F1 or H2)

5⁄8" or ¾" ¾" or 7⁄8" 7⁄8" or 1" net 2x6 2x8

Filler and Backer Block Sizes

E9

2x4outriggerandfillerwith birdsmouthcut

2x4outriggerwithoutfiller

2x4outriggerwithfiller

2x4outriggerwithfillerandwebstiffeners

ridgedetail

ridgedetail,withwebstiffeners

Roof details (seepage7)

onbevelplate

onbevelplatewithwebstiffeners

withvariableslopeseatconnector

withseatconnectorandwebstiffeners

withbirdsmouthcut

intermediatebearing

intermediatebearingwithwebstiffeners

Other details

2x_overhangatendwall

shearblocking(seepage8)

webstiffeners

Hanger details (seepage8)

slopeadjustedhanger

headeronslope

6

Gap: 1⁄8"minimum 2¾"maximumThree8d(0.113"x2½")nails,clinched.Usethree16d(0.135"x31⁄2")nailsforTJI®560joists.

Web stiffener both sides. Seesizesbelow.

Tightfit

Only required at intermediate bearing locations when noted

on framing plan.

Required if the sides of the hanger do not extend to l aterally support at least 3⁄8" of the TJI® joist top flange.

WEB STIFFENER REQUIREMENTS

Required at all sloped hangers.

Required at all birdsmouth cuts.

WEB STIFFENERS—FLOOR AND ROOF APPLICATIONS

TYPICAL ROOF AND WALL FRAMING

Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist.

DETAIL SCHEDULE

1" (1½"forTJI®560joists)

R1

R1W

R3

R3 W

R5

R7

R7 W

R8

R10

R10 W

R14

R14 W

R9

O

SB

W

H5

H6

W

WEB STIFFENER SIZES■ TJI® 110 joists: 5⁄8"x25⁄16"minimum(1)

■ TJI® 210 joists: ¾"x25⁄16"minimum(1)

■ TJI® 230 and 360 joists: 7⁄8"x25⁄16"minimum(1)

■ TJI® 560 joists:2x4,constructiongradeorbetter

(1)PS1orPS2sheathing,facegrainvertical

2x4blockforsoffitsupport

Safetybracing. Lack of proper

bracing can result in serious

accidents.

TimberStrand®LSLblocking: –1rowat10'–16'height –2rowsat16'–24'height –3rowsat24'–30'height

Doublejoistmayberequired

See Allowable

Holes, page1

Let-inbracing

Studsmustbe doubledwhen

notchedinmiddlethirdoflength.

Refertoholechartsforallowableholes

andnotches.

Notcharound TJI®joisttop

flange

See Filler and Backer Blocks,page5

Installcripplestighttokingstudateachendof

header

Safety bracing (1x4 minimum) at 8' on-center (6' on-center for TJI® 110 joists) and extended to a braced end wall. Fasten at each joist with two 8d (0.113" x 21⁄2") nails minimum. (See Warning on cover).

Ceiling Joists

Donotbevelcutjoistbeyondinside

faceofwall

Ceilingjoistmustbebracedat18"on-center

Lateralbracingrequiredat endbearings

24"

maximu

m

Blockingpanelsorshearblockingoptionalforjoiststabilityat

intermediatesupports

WARNING Joists are unstable until

laterally braced. See Warning on cover.

H5

H6

R7

R9

R1

R1

R8

R3

R14

R10

R10

O

Joistsmustbelaterallysupportedatcantileverandendbearingsbyshearblocking,hangers,ordirectattachmenttoarimboardorrimjoist

24"max.

R5

7

Intermediate Bearing

TwiststrapandbackerblockrequiredatR7Swithslopesgreaterthan3:12.SeeNailing Requirements,page8.

Blocking panels or shear blocking may be specified for joist stability at intermediate supports

WebstiffenerrequiredonbothsidesatR7WONLY

Beveledbearingplaterequiredwhenslopeexceeds¼:12

Beveledbearingplaterequiredwhenslopeexceeds¼:12

Shear blocking : 11⁄8"TJ®RimBoard, 1¼"TimberStrand®LSL, orTJI®joist

WebstiffenerrequiredonbothsidesatR1WONLY

1⁄3adjacentspanmaximum

Variableslopeseatconnector

V-cut shear blocking: 1¼"TimberStrand® LSL rimboard

1⁄3adjacentspanmaximum

ROOF DETAILS

2x4blockforsoffitsupport

Birdsmouth cutmustnotoverhanginsideface ofplate

2'-0"

maximu

m

Beveledwebstiffenerrequiredonbothsides.Cuttomatchroofslope.

TJI®joistflangemustbearfullyon

plate

Birdsmouth cut allowed at low end of joist onlyR5 R7

R1 R3R1 W

R3 W

WebstiffenerrequiredonbothsidesatR3WONLY

R7 W

R7 S

Beveled2x4block

2x4oneside.Use2x6 ifjoistspacingisgreaterthan24"on-center.

2'-0"

maximu

m

4'-0"

minimum

10d(0.128"x3")nailsat8"on-center

Beveledwebstiffeneronbothsides

2'-0"

maximu

m

4'-0"

minimum

2x4oneside.Use2x4bothsidesifjoistspacingisgreater than24"on-center.

2rows8d (0.113" x 2½")

nailsat8" on-center

Beveled2x4blockwithbeveledwebstiffeneronoppositesideofweb

1½"

Doublebeveledbearingplatewhenslopeexceeds¼:12

WebstiffenerrequiredonbothsidesatR14WONLY

Strap nails: Leave23⁄8"

minimumenddistance

LSTA18(SimpsonorUSP)strapwithtwelve

10d(0.148"x1½")nailsAdditional blocking may be required for

shear transfer

Birdsmouth cut allowed at low end of joist only Birdsmouth cut allowed at low end of joist onlyR8 R9

R10 R10 W

R14 WR14

Beveled2x4block.SecondbeveledwebstiffenerrequiredonoppositesideatR10WONLY

Filler

2'-0"

maximu

m

4'-0"

minimum

1½"

2x4oneside.Use2x4bothsidesifjoistspacingisgreaterthan24"on-center

Beveledbearingplaterequiredwhenslopeexceeds¼:12

2rows8d (0.113" x 2½")

nailsat8" on-center

8

Flushbearingplaterequired.Maximum¼"overhangpermittedatbeam.

Topmounthanger

Webstiffenersrequiredifthesidesofthehangerdonotlaterallysupportatleast3⁄8"oftheTJI®joisttopflange

Hanger height must be a minimum of 60%

of joist depth

CONNECTOR INSTALLATION AND SQUEAK PREVENTION TIPS■ Nailsmustbecompletelyset.■ Leave1⁄16"clearancebetweenthememberandthesupport

memberorhanger.■ Joisttobeamconnectionsrequirehangers;donottoenail.■ Installthesupportedmembertighttothebottomofthehanger.

Reducesqueaksbyaddingsubflooradhesivetothehangerseat.

■ OnSimpsonStrong-Tie®VPAconnectors,bendthebottomflangetabsoverandnailtoTJI®joistbottomflange.

Facemounthanger

APPROVED HANGERS■ Thefollowingmanufacturersareapprovedtosupplyhangers

forTrusJoist®products: – SimpsonStrong-TieCo.,Inc.:1-800-999-5099 – USPStructuralConnectors:1-800-328-5934■ Hangerdesignloadsdifferbysupporttypeandmayexceedthe

capacityofthesupportand/orsupportedmember.ContactyourWeyerhaeuserrepresentativeorrefertoWeyerhaeusersoftware.

NAILING REQUIREMENTS■ Fillallround,dimple,andpositiveangleholeswiththeproper

nails.Hangernailsareusuallyaheaviergaugebecauseofthehigherloadstheyneedtocarry.

■ Unlessspecifiedotherwise,fullcapacityofstrapsor connectorscanonlybeachievedifthefollowingnail penetrationisprovided:

FRAMING CONNECTORS

LSTA24(SimpsonorUSP)strapwithtwelve10d(0.148"x1½")nailsrequiredatH5Swithslopes

greaterthan3:12

Variableslopejoisthanger.Beveledwebstiffenerrequiredonbothsides.

Strap nails: Leave23⁄8"minimumenddistance

Additional blocking may be required for shear transfer

H1

H3

H5 H5S

■ TopmounthangersshouldbefastenedtoTJI®joistheaderswith10d(0.148"x1½")nails.Fastenfacemounthangersto3½"orwiderTJI®joistheaderswith10d(0.148"x3")or16d (0.162"x3½")nails.

FACE MOUNT TOP MOUNT

10d(0.148"x1½") 1½"minimum 1½"minimum

10d(0.148"x3") 1½"minimum, clinched 3"minimum

16d(0.162"x3½") 1¾"minimum, clinched 3½"minimum

Filler block:Attachwithten10d (0.128"x3")nails,clinched.Useten16d(0.135"x3½")nailsfromeachsidewithTJI®560joists.

Variableslopejoisthanger.Beveledwebstiffenersrequiredonbothsides.

Strap nails:Leave23⁄8" minimumenddistance

Backer block:Installtighttobottomflange(tighttotopflangewithtopmounthangers).Attachwithten10d(0.128"x3")nails,clinchedwhenpossible.

LSTA18straprequiredatH6Swithslopesgreaterthan3:12

TJI® Joist to Bearing PlateEND BEARING

(1¾" minimum bearing required)INTERMEDIATE BEARING

(31⁄2" minimum bearing required)

Blocking to Bearing Plate

One8d(0.113"x2½")naileachside,1½"minimumfromend

Slopes 3:12 or less: One8d(0.113"x2½")naileachside.SeedetailR7.Slopes greater than 3:12: Two8d(0.113"x2½")nailseachside,plusatwiststrapandbackerblock.SeedetailR7S.

11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL: Toenailwith10d(0.131"x3")nailsat6"on-centeror16d(0.135"x3½")nailsat12"on-centerTJI® joist blocking: 10d(0.128"x3")nailsat6"on-centerShear transfer nailing: Minimum,useconnectionsequivalenttosheathingnailschedule

When slope exceeds ¼ :12, a beveled bearing plate, variable slope seat connector, or birdsmouth cut (at low end of joist only) is required.

When slope exceeds ¼ :12 for a 2x4 wall or 1⁄8 :12, for a 2x6 wall, a beveled bearing plate or variable slope seat connector is required.

SHEAR BLOCKING AND VENTILATION HOLES (Roof Only)

TJI® JOIST NAILING REQUIREMENTS AT BEARING

TJ®RimBoardorTimberStrand®LSLforshearblocking(betweenjoists).Fieldtrimtomatchjoistdepthatouter

edgeofwallorlocateonwalltomatchjoistdepth.

MaximumallowableV-cut

1⁄3 1⁄3 1⁄3

½

½For TJI® joists with slopes of 10:12 to 12:12, the vertical depth of shear blocking at bearing will require 11⁄8" TJ® Rim Board or 11⁄4" TimberStrand® LSL that is one size deeper than the TJI® joist. DO NOT use 11⁄8" TJ® Rim Board in ventilation-hole applications.

SB

H6 H6S

P1 P2

P3L4

L5

L3

L3

L2

L1

9BEAM AND COLUMN DETAILSBearing length is extremely critical and must be considered for each application. See Minimum Bearing Length table below for minimum end and intermediate bearing lengths, and your Javelin® framing plan, if applicable.

This guide is intended for the products shown in dry-use conditions

Topmounthanger

Rimboardblockingforlateralsupport

Strappercodeiftopplateisnotcontinuousoverheader

Intermediatesupport

Optionalnon-shrinkgrout

Parallam®PSLorTimberStrand® LSL

columnwithcolumncap

Cutonlyroundholesandonlyinthecenterofbeam(seeAllowable Holes,page2)

Protectuntreated woodfrom

directcontactwithconcrete

Span

Ifshort

spanis

lessth

an1 ⁄3of

adjacen

tspan,

addition

al

conside

rationm

aybere

quired

Parallam®PSLorTimberStrand® LSL

column

MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams.

(1)10dnailsare0.128"diameter;12d–16dnailsare0.148"–0.162"diameter;screwsareSDS,SDW,USPWS,orTrussLOK-EWP™.

(2)Anadditionalrowofnailsisrequiredwithdepthsof14"orgreater.(3)Whenconnecting4-plymembers,naileachplytotheotherandoffsetnailrowsby2"

fromrowsintheplybelow.

Piece Width

# of Plies

FastenerType(1) Min. Length # Rows O.C. Spacing Location

1¾"

210dnails 3" 3(2)

12"Oneside12d−16dnails 3¼" 2(2)

Screws 33⁄8"or3½" 2 24"

3

10dnails 3" 3(2)12" Bothsides

12d−16dnails 3¼" 2(2)

Screws33⁄8"or3½"

2 24"Bothsides

5" Oneside

4

10dnails(3) 3" 3(2)12" Oneside

(perply)12d−16dnails(3) 3¼" 2(2)

Screws5"or6"

2 24"Bothsides

6¾" Oneside

31⁄2" 2Screws

5"or6"2 24"

Bothsides6¾" Oneside

1⁄2"bolts 8" 2 24" –

L6 Multiple pieces can be nailed or bolted together, up to a maximum width of 7"

MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS■ Additionalnailingorboltingmayberequired

withside-loadedmultiple-memberbeams.Refertocurrentproductliterature.

When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side.

Strappercodeiftopplateisnotcontinuousovercolumn

Facemounthanger

Minimum Bearing Length for Beams and Headers

■ Minimum bearing length:1½" atends,3½"atintermediatesupports.■ Bearingacrossfullbeamwidthisrequired.■ BearinglengthsshownarebasedonbearingstressforTimberStrand®LSL,Microllam®LVL,or

Parallam®PSL.Ifthesupportmember’sallowablebearingstressislower(e.g.,whenbearingonaflatwoodplate),bearinglengthsmayneedtobeincreased.

■ Tableassumesmaximumallowableuniformload.Forotherconditions,contactyourWeyerhaeuserrepresentative.

■ Beamsandheadersrequirelateralsupportatbearingpointsandalongthetop(orcompressionedge)at24"on-centerorcloser.

■ 1¾"-thick members that are 16" or deeper must be used in multiple-ply units only.

BEAM AND HEADER BEARINGS

DO NOT overhang seat cuts on beams beyond inside face

of support member

Beam Depth BearingSpan of Header or Beam

4' 6' 8' 10' 12' 16' 20' 24' 28'51⁄2" End/Int. 2¼"/4½" 1½"/3½" 1½"/3½" 1½"/3½" 1½"/3½"71⁄4" End/Int. 3½"/6¼" 2¼"/5½" 1¾"/4¼" 1½"/3½" 1½"/3½" 1½"/3½"8 5⁄8" End/Int. 3½"/8½" 2¼"/5¾" 1¾"/4¼" 1½"/3½" 1½"/3½" 1½"/3½" 1½"/3½" 1½"/3½"

91⁄4", 91⁄2" End/Int. 4¼"/8" 3¼"/7½" 2½"/6¼" 2"/5¼" 1½"/4" 1½"/3½" 1½"/3½" 1½"/3½"111⁄4", 117⁄8" End/Int. 4"/9¼" 3¼"/8" 2¼"/6" 1¾"/43⁄4" 1½"/4" 1½"/3½"

14" End/Int. 4½"/10¾" 31⁄4"/8¼" 2½"/6½" 2"/5½" 1¾"/4¾"16" End/Int. 4¼"/10½" 3¼"/8½" 2¾"/7" 2¼"/6"18" End/Int. 4¼"/10½" 3¼"/83⁄4" 2¾"/7½"20" End/Int. 4¼"/10¾" 3½"/9¼"

Drivenailsatanangletominimizesplittingofplate

Beam Attachment at Bearing11⁄8"TJ®RimBoardor1¼"TimberStrand® LSL

One10d(0.128"x3")naileachsideofmemberatbearing, 1½"minimumfromend

DETAIL SCHEDULEBeam and header details

bearingatwoodwall

bearingfordoororwindowheader

beamtobeamconnection

bearingatconcretewall

bearingatwoodorsteelcolumn

connectionofmultiplepieces

Column details

beamoncolumncap

columnbase

elevatedcolumnbase

L1

L2

L3

L4

L5

L6

P1

P2

P3

, Weyerhaeuser, Javelin, Microllam, Parallam, TimberStrand, TJ, TJI, and Trus Joist are registered trademarks and Edge Gold is a trademark of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Printed in the USA.

1∕8 0 4 8 12 16 20 24 28 32 36 40 ¼20 18 16 14 12 10 8 6 4 2 0

August 2014 • Reorder TJ-9001This document supersedes all previous versions. If this is more than one year old, contact your dealer or Weyerhaeuser rep.

OUR GUARANTEE

woodbywy.com

Have a damaged joist or beam?Fileadamagereportonlineforpromptservicefromyourregionaltechnicaloffice.ScantheQRcodewithyoursmartphoneorgotowoodbywy.com/support.

For conditions not shown in this guide, or other assistance, contact your Weyeraheuser representative or call

1-888-453-8358

WARNING: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coatings on this product may contain titanium dioxide. Wood dust and

titanium dioxide are substances known to the State of California to cause cancer.

For more information on Proposition 65, visit wy.com/inform.

CODE EVALUATIONS, SeeTJI® Joists

■ICCESESR-1153■CCMC13132-RpendingTimberStrand® LSL

■ICCESESR-1387■CCMC12627-RParallam® PSL

■ICCESESR-1387■CCMC11161-RMicrollam® LVL

■ICCESESR-1387■CCMC08675-RTJ® Rim Board

■ICCESESR-1387■CCMC13261-R

PRODUCT STORAGE

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888.453.8358

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888.453.8358

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888.453.8358

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888.453.8358

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Protect products from sun and water.

Store and handle joists in vertical

orientation.

Use 6x6 (or larger) support blocks at 10' on-centre to keep products out of mud and water.

CAUTION: Wrap is slippery when wet or icy.

Align 2x3 (or larger) stickers directly over support blocks.