SmartFrame Connection Details

SmartFRAME Floor Details - Page 1/8

RA1

PD1

RA2 C1C2

C3

RA3

RA4

F22

F9

F20

F20A

F16

F17 F17A

F19

F13F10

F14

F26

F12

F7

F8

F1

F22A

F23

F24

F27F28

F18

F25

F11

F11A

F18A

F15

F15A

F12A F12B

LB1

F2

F3

F5

F4F6

B1

CS1

SD1

F21A

SPH220

F21

Standard Details

N3

SD5SD4SD3SD2

N1 N2LB2

Notches, Cuts & Holes In LVL

Protectadeck

MultipleI-Joists

InvertedHanger

I-Joist To Timber

I-Joist SupportingOffset LBW

Load BearingCantilever

Brick-ledgeCantilever

I-JoistToWall Plate

Non-Load BearingCantilever

I-Joist To SteelConnections

I-Joist End/MidBlocking

SmartRim

I-JoistBevel/RafterCut

Web-Stiffener

TYPICAL FLOOR DETAILS

F13A

Multiple LVLs/GLs

LVSIA LVSIA300

SJ Face/TopMount Bracket

SPH220

I-Joist to I-Joist&

I-Joist setdown

F12C F12D

B2

C4

F17B

SD6

F19A

F17C

F29A

Solid-TimberEnd Blocking

F29B

F9A F9B

RA5

UB, UC orChannelSection

Rebate of12 mm Max

Min bearinglength of 35 mm

Joist span

***Concentrated Loads***

FLOOR: SmartJOIST Supporting Offset Load Bearing Wall Details

Web stiffeners requiredeach side of ALL joistswith reinforced cantileversSee detail F13

SmartJOISTLoad Bearing Cantilever Detail

NOTE:Block together full length with filler blocks as perdetail F15 of the SmartJoist Design Guide

CantileverSpan

2 x cantilever spanbut MINIMUM of 1200mm

SmartJoistblocking panel

NOTE:

Equal to cantilever spanbut MINIMUM of 600mm

CantileverSpan

15mm F11 structural ply is required on one or both sidesof the joist (See Tables). Depth shall match the full heightof the Smartjoist. Nail with 3.15 x 65 nails at 100mm ctrsin a staggered pattern.

Face grain of plyreinforcement parallelto the span

SmartJoistblockingpanel

17mm plywoodor SmartRim closure

Attach web-stiffenersto each side of joistover support

FLOOR: SmartJOIST Supporting Load Bearing Cantilever Details

Solid Timber(SmartLVL15, SmartLVL18 or similar)

Rebate as perengineering specification

Rebate as perengineering specification

UB,UC or PFCsection

Skew nail 2 of 3.15 x 75mmnails through to lower plate

70 x 35 F5 nailed to undersideof top flange of adjacent joistswith 3.15 x 60 nails.

90 x 45 F5 strut underconcentrated load.Number of struts to match numberof members in jamb stud or post

Stud or posts supportingtruncated girder truss orother concentrated roof loads


Refer todetail F15

***Tight Fit***

Jo is t Spa cing (mm)Jo is t Spa cing (mm)Jo is t Spa cing (mm)Jo is t Spa cing (mm) 300 400 450 600 300 400 450 600

Jo ist Span (mm)Jo ist Span (mm)Jo ist Span (mm)Jo ist Span (mm)

3500 6.9 6.4 6.2 5.3 3.1 2.9 2.8 2.4

4000 6.7 6.2 6.0 4.6 3.0 2.8 2.7 2.0

4500 6.6 6.0 5.7 3.9 2.9 2.7 2.5 1.7

5000 6.4 5.8 5.1 3.1 2.9 2.6 2.3 1.4

5500 6.3 5.3 4.6 2.4 2.8 2.4 2.0 1.1

**based upon worst case of 40mm flange width (conservative for wider flaged joists)

Sheet R o o fSheet R o o fSheet R o o fSheet R o o f T i le R oo fT i le R oo fT i le R oo fT i le R oo f

Max im um Roo f Ar ea Suppo rted (m2)Max im um Roo f Ar ea Suppo rted (m2)Max im um Roo f Ar ea Suppo rted (m2)Max im um Roo f Ar ea Suppo rted (m2)

Load bearing wall

***Maximum roof area supported***As per table below

InvertedFace-MountHanger25x10mm G.I. strap with

7/35x3.15 dia. nails each end

LVL Trimmer Beam

Web StiffenerNail with 4 of 3.15dia x 65mmnails and clinchedSee detail F13

25x10mm G.I. strap with7/35x3.15 dia. nails each end

3 rows of 3.75 dia x 40 mm nailsinto the web-stiffener each side

Small Gap( 3mm ± )

Nails, 4 of 3.15x65Clinched

Tight Fit50 mm ±

50 mm ±

Cantilevered SmartJoist

(With INVERTED Face-Mount Hanger)

Solid timberor LVL beam

SmartJoist shall be designedto support load-bearing wallabove when not stacked overwall below.


INVERTED (Upside-down)Face-MountJoist Hanger

Web-Stiffener to beinstalledSee detail F13

25x10mm G.I. strap with7/35x3.15 dia. nailseach end

F13

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

Web-Stiffeneras per detail F13

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

Small Gap( 3mm ± )

Nails,4 of 3.15x65Clinched

Tight Fit50 mm ±

50 mm ±

F13

Web stiffeners requiredeach side of ALL joistswith reinforced cantileversSee detail F13

Small Gap( 3mm ± )

Nails, 4 of 3.15x65

Clinched

Tight Fit50 mm ±

50 mm ±

F13


CantileverSpan

2 x cantilever spanbut MINIMUM of 600mm


Web Stiffener on both sideNail with 4 of 3.15dia x 65mmnails and clinchedSee detail F13

RimBoard end blocking

SmartJOISTSupporting Offset Load Bearing Walls Detail

UB, UCor Channelsection

Brickormasonrywall

Top Mount Joist hangerto match joist size

Load bearing wall

Joist span

RA1

Jo ist Spacing (mm)Jo ist Spacing (mm)Jo ist Spacing (mm)Jo ist Spacing (mm) 300 400 450 600 300 400 450 600

Joist Span (mm)Joist Span (mm)Joist Span (mm)Joist Span (mm)

3500 21.7 15.0 12.8 8.2 9.6 6.7 5.7 3.6

4000 21.1 14.5 12.3 6.9 9.4 9.4 5.5 3.1

4500 20.5 13.9 11.7 5.7 9.1 6.2 5.2 2.5

5000 20.0 13.4 10.4 4.4 8.9 5.9 4.6 2.0

5500 19.4 12.1 9.1 3.2 8.6 5.4 4.1 1.4

**based upon worst case of 40mm flange width (conservative for wider flaged joists)

Sheet RoofSheet RoofSheet RoofSheet Roof Tile RoofTile RoofTile RoofTile Roof

Max imum Roof Area Supported (m2)Max imum Roof Area Supported (m2)Max imum Roof Area Supported (m2)Max imum Roof Area Supported (m2)

***Maximum roof area supported***As per table below

30x6 gaugebugle-heador wafer-headwood screws

FOR CANTILEVERS SUPPORTING LOAD BEARING WALLSSEE DETAILS C1 or C2.

70 mmMIN.

Bearing

For 90 to 200mm deep balcony joist - 6 nails at each endFor 200 to 300mm deep balcony joist - 8 nails at each endFor 300 to 400mm deep balcony joist - 10 nails at each end

30mm

65mm

65mm

150 mm

Cantilever Span MINIMUM - 1.5 x Cantilever Span

Non Load bearing wall to amaximum height of 2400 mm

Min F8 - Durable ortreated timber(UNIFORM LOADSONLY).

Protectadeck to beinstalledRefer to detail PD1

ContinuousCut-to-lengthBlocking

A

A

Backer block - Nail with 2 rowsof 3.75 dia x 65 mm nails at150 centres and clinch

200 x 50 mm Min.Nail to backer block & joistwith 2 rows of 3.15 dia x 75 mmat 150 mm centres and clinch

Section A-A

35 mm

300mm Deep SmartJOIST to 250UB / 250PFC

250UB, UCor PFC Section

Min of one M12 bolt every 1200 mm centres and not less than3 bolts per filler block section, Min edge and end distance of 60 mm.***All bolts to be supplied by others***

Brick/masonry wall

300mm DeepSmartJoist

70x35mm or 70x45mmvertical softwood packerfixed to the steel web

Fixing plates: size dependentupon steel beam sizes, but not lessthan 25 mm bearing onto steel beam(Fix back to packers)

Face-Mount joist hangerto match joist size.



30x6 gaugebugle-heador wafer-headwood screws

Use 10 / 40x3.75mm galvanised nailsHanger Design CapacityDead + Live Load = 7.75kNWind Uplift = 5.6kN

F9

C3C1 C2 C4

FOR CANTILEVERS SUPPORTING LOAD BEARING WALLSSEE DETAILS C1 or C2.

70 mmMIN.

Bearing

Cantilever Span MINIMUM - 2 x Cantilever Span

Non Load bearing wall to amaximum height of 2400 mm

Protectadeck to beinstalledRefer to detail PD1

ContinuousCut-to-lengthBlockingRefer to detail F1

UNIFORM LOADS ONLY.

NOTE: SmartJoistsMUST BE PROTECTEDFROM THE WEATHER

70 mmMIN.

Bearing

All treated deck members are to belined and sealed with protectordeckand enseal spray as per detail PD1shown below

Solid cut-to-length blockingto be installed between joist(minimum blocking thickness of 25mm)

Trimmer to be installed at thecantilever end(minimum thickness of 25mm)

Protectadeck orsimilar imperviousmembrane toprevent waterponding on joist

Skew decknails slightlyto crossmultiple veneers(Galvanised helicalthreaded nails orscrews)

H3 treated SmartLVL joists

H3 treated orNatural Durabilityclass 1 or 2(sapwood removed)decking

NOTE:Deck/Balcony members to be sealedbefore & after installation.

Detail - PD1


Skew deck nailsslightly to crossmultiple veneers(Galvanised helicalthreaded nails orscrews)


H3 treated orNatural Durabilityclass 1 or 2(sapwood removed)decking

NOTE:Deck/Balconymembersto be sealedbefore & afterinstallation.

Detail - PD1

FLOOR: SmartJOIST Supporting Non-Load Bearing Cantilever Details

F9A F9B


RA2


RA3

SmartLVLSupporting Offset Load Bearing Walls Detail

RA4


RA5

SmartJOISTLoad Bearing Cantilever Detail

SmartJOISTLoad Bearing Cantilever Detail SmartJOIST

Load Bearing Cantilever Detail

SmartJOISTNon-Load Bearing Cantilever Detail

SmartJOISTNon-Load Bearing Cantilever Detail

SmartLVLNon-Load Bearing Cantilever Detail

3.7 x 75 mm nails,1 each side.

Load BearingStud Wall.

Load bearingstud wall.

SmartRimclosureper detailC1 & C2

Brick veneerlower storeywall.

Leave smallgap approx 6 mm

300 mmMin

SmartRim or ply webfillers, both sides

160 mm Max

Nail web filler with2 rows of 3.75 x 65nails , clinched.

Nail reinforcementwith 2 rows of3.75 x 65 nails,clinched.

300 mmMin

160 mm Max

50 mm Minfrom end of joist

SmartRim or Ply reinforcing.NOTE: For 360 and 400deep Joists, web fillers arerequired with reinforcement.

SmartRim web fillers(WHERE REQUIRED)See detail F23 Loadbearing

stud wall.

Trimmer Joists to be MINIMUM of600 mm from inside of bearingplate to support LVL floor Joist.

Use SmartLVL15support joist to matchSmartFrame I-Joist depths.

Between Joist blocking -I-Joist, or SmartRim

3.7 x 75 mm nails, 1 each side

FLOOR: SmartJOIST Brick Ledge Cantilever DetailsBetween Joist block I-Joistor SmartRim

50mm min.from end joist

NOTE: Refer to SmartJoist Design GuideFor The Maximum Roof Area SupportedFor Different Joist Size/Type***

NOTE: Refer to SmartJoist Design GuideFor The Maximum Roof Area SupportedFor Different Joist Size/Type***

SmartRim or ply webfillers, both sides(WHERE REQUIRED)See detail F23

NOTE:THIS DETAIL NEEDS TO BE READIN CONJUNCTION WITH DETAIL F23

NOTE:THIS DETAIL NEEDS TO BE READIN CONJUNCTION WITH DETAIL F23

SmartRim closureas per Detail C1 or C2.

Between Joist blockingas per detail F1, alternativematerial, SmartRim

SmartRim or ply webfillers, both sides(WHERE REQUIRED)See detail F23

Refer to F22Afor more details

F22

F11


F22A F23 F24 F25

75 x 50 x 5 Unequal Angle150 mm long support, longLeg vertical - SEE ADJACENTDETAIL.

SmartLVL Bearer/waling plateSkew nail top flange with3.15 x 65 mm nail toBearer/Waling plate

Fix SmartJoist to angleplate with a 10 x 30 mmlong type 17 counter - sunk screw.

Min thickness ofbearer/waling plate42 mm

Fix angle plate to beareror waling plate with6 No 12 x 35 mm longType 17 Hexagonalhead screws.

Notch bottom chord of SmartJoist55x5 mm for flush finish

Min distance from bothedges 10 mm

50mmminimum

6 of 7.0 mmdia holes

5.0 mm dia holecountersunkto underside

20mm

FLOOR: SmartJOIST to Solid Timber Fixing Details

Fix SmartJoist to LVSIA Anglewith 3 @ No. 10 x 30 mmType 17, Countersunk Screws

Notch bottom chord of SmartJoist55x5 mm for flush finish

Fix angle plate to beareror waling plate with

12 @ No. 12 x 35 mm longType 17 Hexagonalhead screws.

75 x 50 x 5 Unequal Angle300 mm long support, longLeg vertical - SEE ADJACENTDETAIL.

Min thickness ofbearer/waling plate42 mm

3mm GapAs per F13 Detail

3.75 x 75 nails at300mm spacing.As per detail F15/F15A

Tight FitContinuous FillerAs per Detail F15/F15A

150mm

SmartJOIST to LVL/Solid TimberWith Face/Top Mount Hanger Detail


If the sides of the hangerdo not support the top flange.Web stiffeners as perDetail F13 are required.

Face-mounthanger

Top-mounthanger

75mm

50mmminimum

12 of 7.0 mmdia holes

5.0 mm dia holecountersunkto underside

300mm

75mm

Min distance from bothedges 10 mm

20mm

****Tight Fit****

Top Flangeof SmartJoistRestrained

Max. 3mm Gap

Resist Lateral Movement

10mm Min.

30x6 gauge bugle-heador wafer-head wood screws

Fix top chord to supportwith 2/75x3.05mm nailsper joist

Face-Mount Hanger

SmartLVL15SmartLam GLbeams

3 rows of 3.75 dia x 40 mmnails into the web-stiffenereach side

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

Top Flangeof SmartJoistRestrained

Resist Lateral Movement

10mm Min.


Web StiffenerNail with 4 of 3.15dia x 65mmnails and clinchedRefer to F13 detail below

F13

Install web-stiffener &fix the face-mount hangerto the web-stiffener with3 rows of 3.75dia x 40mmnails to acheive greateruplift capacity

Min. 1mm, max. 3mm gap toeliminate contact betweenhanger and joist which maycause squeaks.

Min. 1mm, max. 3mm gapto eliminate contactbetween hanger and webstiffeners which maycause squeaks.

Face-mounthanger

F11A F13A F27 F28

FLOOR: SmartJOIST to Brickwall Fixing Details

Masonry anchors toengineers designand installed tomanufacturer'srecommendations.

Brick or masonry wall

SmartLVL or similarplate, depth to approxmatch joist depth.

Face-MountJoist hanger

Masonry anchors toengineers designand installed tomanufacturer'srecommendations.

Brick or masonry wall

SmartLVL or similarplate

Top-MountHanger

Plywood Packer Plate

3.15x50 FH NAILS@ 150CTS into wall plate


F20 F20A

SmartJOISTBrick-Ledge Cantilever Detail





SmartJOIST to LVL/Solid TimberWith Face Mount Hanger Detail

SmartJOIST to LVL/Solid TimberWith Face Mount Hanger Detail***Increased Uplift Capacity***

Single SmartJOIST to LVL/Solid TimberWith LVSIA Hanger Detail

Double/Triple SmartJOISTs to Solid TimberWith LVSIA300 Hanger Detail

SmartJOIST to Brick WallWith Face Mount Hanger & Wall Plate Detail

SmartJOIST to Brick WallWith Top Mount Hanger & Wall Plate Detail

Joist hanger as perthis Design Guide

FLOOR: SmartJOIST to Steel Fixing Details (With Hanger) - Steel Depth >= I-Joist Depth

Fixing plates: size dependentupon SmartJoist and steelbeam sizes, but not lessthan 25 mm bearingonto steel beam

70 mm verticalsoftwood packerat bolt location

Min of one M12 bolt every 1200 mm centresand not less than 3 bolts per filler block section,staggered where possible.Min edge and end distance of 60 mm.

***All bolts to be supplied by others***

Filler block depth mustfit all face mount nails***Minimum 35mm thick***

One bracket nailin every holeof the joist hanger.


Top-Mountjoist hangerto match joist size.

NOTE:IT IS IMPORTANT TO USE THE CORRECT NAIL SIZE.WOOD MAY SPLIT IF THE NAILS ARE TOO LARGE.Nails should be 3.75 x 40 mmWith a nail in EACH bracket hole.

**Recommended***Fixing plate to be bolted to steelBolt size as per eng. specificationBolts to be supplied by others

Minimum 3mm, maximum 6mmspace to eliminate contact betweenhanger and steel which may causesqueaks.


Sheet flooringCoach bolts

UB, UC, PFCor ChannelsectionTop mount

joist hanger

Fixing platebolted to steel(Bolts by other)

SmartJoistSmartJoist



Skew nail top flange tofixing plate with2/3.15mm dia x 65mm nails


Face-Mountjoist hangerto match joist size.

Fixing plates: size dependentupon steel beam sizes,but not less than 25 mmbearing onto steel beam(Fix back to packers)

Min of one M12 bolt every 1200 mm centresand not less than 3 bolts per filler block section,Min edge and end distance of 60 mm.

***All bolts to be supplied by others***

Skew nail top flange tofixing plate with2/3.15mm dia x 65mm nails 70x35mm or 70x45mm

vertical softwood packerfixed to the steel web


**Recommended***Fixing plate to be bolted to steelBolt size as per eng. specificationBolts to be supplied by others

Face-Mount joist hangerto match joist size.

Skew nail top flange tofixing plate with2/3.15mm dia x 65mm nails

Min of one M12 bolt every 1200 mm centresand not less than 3 bolts per filler block section,Min edge and end distance of 60 mm.***All bolts to be supplied by others***

Fixing plates: size dependentupon steel beam sizes, but not lessthan 25 mm bearing onto steel beam(Fix back to packers)

70x35mm or 70x45mmvertical softwood packerfixed to the steel web

Weld the top-mount hanger(steel top plate) onto the top flangeof the UB, UC or PFC steel beam(Refer to details below)


Top-Mount joist hangerto match joist size.



Plan View

Section A:A

Leg Size

20mm

The requirements for welding top mount I-joist hangersto common steel section (UB, PFC etc) are as follows:1) Supporting steel section shall be cleaned throughly

to remove black scale, rust, oil, paint etc2) Clamp top flange of bracket hard up against steel section.3) Apply fillet weld to lap joint where the minimum weld length

shall be 20mm with a leg wize at least the thickness of thehanger metal. See diagram

4) Commence weld pool away from hanger steel to ensure

penetration into supporting steel section prior to penetrationinto hanger steel.

5) Finish connections with anti-corrosive paint to achieveappropriate corrosive protection.

6) It is essential that welding is conducted under the guidanceof an experienced welder

WELDING TO STEEL SECTIONS:AA

F17B F19 F19A

FLOOR: SmartJOIST to Steel Fixing Details (With Hanger) - Steel Depth < I-Joist Depth

F17 F17A

Weld the top-mount hanger(steel top plate) onto the top flangeof the UB, UC or PFC steel beam(Refer to details below)


Top-Mount joist hangerto match joist size.



Plan View

Section A:A

Leg Size

20mm

The requirements for welding top mount I-joist hangersto common steel section (UB, PFC etc) are as follows:1) Supporting steel section shall be cleaned throughly

to remove black scale, rust, oil, paint etc2) Clamp top flange of bracket hard up against steel section.3) Apply fillet weld to lap joint where the minimum weld length

shall be 20mm with a leg wize at least the thickness of thehanger metal. See diagram

4) Commence weld pool away from hanger steel to ensurepenetration into supporting steel section prior to penetrationinto hanger steel.

5) Finish connections with anti-corrosive paint to achieve

appropriate corrosive protection.6) It is essential that welding is conducted under the guidance

of an experienced welder

WELDING TO STEEL SECTIONS:AA

F17B F17C

Web Stiffener installedin contact with bottomflange as per detail F13

Min Bearing length 45 mm

1/No 10 x 30 mm LongType 17 Screw.


12 mm Max

To maintain the End Reaction capacities above,End notching of flanges at supports is limited to:

1. Notch depths no greater than 12 mm.2. Notches are not over cut.3. Notch does not exceed more than 5 mm past support.

DO NOT OVERCUT

Timber packer,minimum of 35mmbearing to steeland SmartJoist Packer to be securely

fastened to steel beam

UBSteel Beam

2 of 3.15 x 65mmnails, one each side,a minimum of 30mmfrom the end

SmartFrame I-Joist

FLOOR: SmartJOIST to Steel Fixing Details (Without Hanger)

D

20 mm (MAX)

Web notch to be the minnecessary for clearance.

Min Bearinglength 35 mm

UB, UCor Channel Section

Web Stiffener installedin contact with bottom flangeas per detail F13

D/2 (Max)

NOTE:Webs may be cut to accommodate the top flangeof steel sections, provided that web stiffeners are installedboth sides of the web as shown above and detail F13.

5 - 6 mm gap

Adequate lateral restraintEg: blocking to lower flangeor altenatively1/No 10 x 30mm longtype 17 screw as shown

22mmmaximumrebate

3-4 mm Gap

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

F16 F18 F18A

SmartJOIST to Steel Beam (UC,UB,PFC)With Top Mount Hanger

SmartJOIST to Steel Beam (UC,UB,PFC)With Face Mount Hanger






SmartJOIST to Steel Beam (UC,UB,PFC)With Web-Stiffener

SmartJOIST to Steel Beam (UC,UB,PFC)With Web-Stiffener

SmartJOIST to Steel Beam (UC,UB,PFC)With Timber Packer

Filler block,nail with 10 of3.75 dia x 75 nails

Packer block, nailwith 10 of 3.75 diax 75 nails.

SmartJOIST To SmartJOIST Connection Detail

Nail backer blockingwith 10 of 3.75 x 75 nails.

Backer blockrequired on both side

Top-mounthanger

Filler blockingnail with 10 of3.75 x 75 nails

Web-Stiffener Attachment Detail

WEB STIFFENERS:SJ20044: 15x60mm plySJ24040: 15x60mm plySJ24051: 19x60mm plySJ24070: 2/15x60mm plySJ24090: 2/19x60mm plySJ30040: 15x60mm plySJ30051: 19x60mm plySJ30070: 2/15x60mm plySJ30090: 2/19x60mm plySJ36058: 2/12x60mm plySJ36090: 2/19x60mm plySJ40090: 2/19x60mm ply

3 mm min. gap

Tight Fit

Concentrated Load From GT, TGT, Lintel etc

3 mm min. gap

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

NOTE:1. Web stiffeners are required at all concentratedload points (Eg, TG's, Girder trusses, at sides oflarge opening etc)2. Web stiffeners are NOT required at endbearing supports when span length are takenfrom the SmartFrame I-Joist Design Guide3. Web stiffeners may be required at innersuuports. Consult the appropriate tables.4. Web stiffeners ARE required where thejoist hanger does not support the top flange.

DO NOT bevel cutjoist beyondinside face of wall.

NOTE:SmartJoist blocking or timber X - bracingrequired at bearing for lateral support.

SmartJOISTPacker & Filler Blocks Detail

FLOOR: SmartJOIST Packer/Filler Block, SmartJOIST to SmartJOIST Fixing & SmartJOIST Set-Down Details

FLOOR: Web Stiffeners, Bevel Cut & Multiple SmartJOIST Details

Filler blockingAs per detailF15 or F15A

FACE-MOUNTHANGER

TOP-MOUNT HANGERSETDOWN ORCHANGE IN LEVEL

TIGHT FITNO GAPS

REFER TO DETAILF12B.3 OR FJ12B.4

REFER TODETAIL F12B.1


NOTE:THIS DETAIL NEEDS TO BE READIN CONJUNCTION WITH DETAIL F12B

F12B.2F12B.1

F12B.3

50 mm ±

50 mm ±

50 mm ±

50 mm ± 2 rows of3.75x75nailsat 150mmspacingClinched

Small Gap( 3mm ± )

50 mm ±

50 mm ±

50 mm ±

50 mm ±

2 rows of3.15x65 nailsat 150mmspacingClinched

Small Gap( 3mm ± )Small Gap

( 3mm ± )


Tight Fit50 mm ±

50 mm ±

50 mm ±

50 mm ±

50 mm ±

50 mm ±2 rows of 3.75x75nailsat 150mm spacing*each end*(Offset nails fromopposite face by 75 mm)Clinched

Small Gap( 3mm ± )

F12B.4

3mm Gap

Continuous filler block

3.75 x 75 nails at150 mm spacing.(Offset nails fromopposite face by 75 mm)

3mm Gap min.

3.75 x 75 nails at150 mm spacing.(Offset nails fromopposite face by 75 mm)

Tight FitTight Fit Continuous filler block

***Tight Fit******Tight Fit***

50 mm ±

50 mm ±

2 rows of3.75x75nailsat 150mmspacingClinched

50 mm ±

50 mm ±

2 rows of 3.75x75nailsat 150mm spacing****each end****(Offset nails fromopposite face by 75 mm)Clinched

50 mm ±

50 mm ±


50 mm ±

50 mm ±

2 rows of 3.75x75nailsat 150mm spacing****each end****(Offset nails fromopposite face by 75 mm)Clinched

BACKER BLOCK

FILLER BLOCK

Small Gap( 3mm ± )

Small Gap( 3mm ± ) Min. 3mm Gap Min. 3mm Gap




For 2/70mm 2/90mm & 3/SJswith 1/setdown joist attached

For 2/40mm 2/44mm & 2/51mmwith 1/setdown joist attached

For 2/70mm 2/90mm & 3/SJsFor 2/40mm 2/44mm & 2/51mmFor 2/70mm 2/90mm & 3/SJsFor 2/40mm 2/44mm & 2/51mm


F10 F11

SmartJOIST to LVL/Solid TimberWith Face/Top Mount Hanger Detail



Face-mounthanger

Top-mounthanger

Min. 1mm, max. 3mm gap toeliminate contact betweenhanger and joist which maycause squeaks.

Min. 1mm, max. 3mm gapto eliminate contactbetween hanger and webstiffeners which maycause squeaks.

Face-mounthanger

F12 F12AFiller Block Fixing Detail

SmartJOIST

F12B

With Face Mount Hanger Detail

Nail backer blockingwith 75 x 3.15mm nails.Refer to table belowfor no. of nails required

Backer blockon both sides

Face-MountHanger


Sid e Lo a d (kg ) N o . o f b ack e r n a ils Re q u ire d

227 8

340 12

454 16

567 20

680 24

794 28

907 32

SmartJOIST to SmartJOIST Connection


Face-MountHanger


S i d e Lo ad ( kg ) N o . o f b a ck e r n ai ls R e q u ire d

227 8

340 12

454 16

567 20

680 24

794 28

907 32

SJ40090



F12C F12D

FLOOR: SmartJOIST to SmartJOIST Fixing Detail

Min. 45mmend distance

1/75 x 3.15mm througheach side of the flangeinto the supporting memberor top plate.

2/75 x 3.15mm througheach side of the flangeinto the supporting memberor top plate.

Strap nail plateon each side

FLOOR: SmartJOIST Bearing Details

F29

F13 F14 F15 F15A

SmartJOIST To SmartJOIST Connection DetailWith Shower Setdown

With Face Mount Hanger DetailSmartJOIST to SmartJOIST Connection

SmartJOIST Bearing Detail

SmartJOISTBevel Cut Detail

SmartJOISTMultiple SmartJOISTs Fixing Detail Multiple SmartJOISTs Fixing Detail

Bolting Of Double/Triple SmartLVL/SmartLam

300 mm

600 mm2 pieces ofSmartLVL>= 58 mm

50 mm Min

50 mm Min

Bolt top and bottom at ends

55 mm diameterwasher as perAS1720.1 table 4.12

12 mm MS Bolts

2/58mm In Width Or Greater

Multiple Member of SmartLVL

Multiple members laminating of TOP loaded beams

Laminating Detail(2/45mm In Width Or Less)

300 mm spacing D

300 mm spacing

Nails driven on alternate sides

FLOOR: Multiple LVLs/GLs Laminating Detail & Protectadeck Detail

Protectadeck Detail


Skew decknails slightlyto crossmultiple veneers(Galvanised helicalthreaded nails orscrews)


H3 treated or Natural Durabilityclass 1 or 2 (sapwood removed)decking

Bead ofelastometricadhesive

Temporarywaterproofmembrane

NOTE:Deck/Balcony members to be sealedbefore & after installation.

3.75 d ia x 90mm na ils3.75 d ia x 90mm na ils3.75 d ia x 90mm na ils3.75 d ia x 90mm na ils

2 rows a t 300ctrs2 rows a t 300ctrs2 rows a t 300ctrs2 rows a t 300ctrs 3 rows a t 300ctrs3 rows a t 300ctrs3 rows a t 300ctrs3 rows a t 300ctrs

3400mm 5100mm

Maximum Floor Load W id th Suppor ted By Either Ouside Member (mm)Maximum Floor Load W id th Suppor ted By Either Ouside Member (mm)Maximum Floor Load W id th Suppor ted By Either Ouside Member (mm)Maximum Floor Load W id th Suppor ted By Either Ouside Member (mm)

Min. 50 mm

11000mm 10200mm

12mm dia. Bolts12mm dia. Bolts12mm dia. Bolts12mm dia. Bolts

Maximum Floor Load Width Supported By Either Outside Member (mm)Maximum Floor Load Width Supported By Either Outside Member (mm)Maximum Floor Load Width Supported By Either Outside Member (mm)Maximum Floor Load Width Supported By Either Outside Member (mm)

2 rows at 600mm ctrs2 rows at 600mm ctrs2 rows at 600mm ctrs2 rows at 600mm ctrs 2 rows at 300mm ctrs2 rows at 300mm ctrs2 rows at 300mm ctrs2 rows at 300mm ctrs 3 rows at 600mm ctrs3 rows at 600mm ctrs3 rows at 600mm ctrs3 rows at 600mm ctrs

5600mm

2

1 MIN

19 mm F11 Ply or SmartRim. Installreinforcement to both sides of joist usingadhesive meeting AS/NZS 4364:1996and nail using 14/75 x 3.75mm evenlyspaced as shown. Alternate nailing fromeach side and clinch.

Blocking

90 mmMin bearing

Top flange mustbe braced eitherby sheeting or100 x 50 forlateral stability.

115mm min.

600mm

FLOOR: SmartJOIST Rafter Cut Detail


LB1 LB2 PD1 F26

SmartJOISTSupporting External Load-Bearing Wall Detail

Load-bearing wall

Joist

Bearer

Small section of bearermaterial placed onstumps/piers tosupport joistssupporting parallelload-bearing walls

Backer for sidingattachment.

Use double joistsunder wall wherevertical loadexceeds 29 kN/m


SmartJoist shall be designedto support load-bearing wallabove when not stacked overwall below.

Detail F7 with blocking panel isrequired for bracing wall

NOTE:

Load bearing wallabove must stackover wall below 2 mm

FLOOR: SmartJOIST Supporting External/Internal Load Bearing Wall Details

F4 F6 F7 F8

Solid block all postsfrom above to bearing below.

FLOOR: SmartJOIST Blocking & Rimboard Blcoking Details

19mm ThickSmartRimRimboard

Butt sections togetherat centre of lowerstorey stud.

2 layers of19mm thickSmartRimRimboard

Single/Upper storey

Lower storey of two storey

Fix Rimbaord with1/60x2.8mm nail intotop & bottom flange

Fix Rimboard intotop & bottom plates30mm in and at 45degangle with 90x3.15mmnail @ 150mm crs

30mm

Fix bottom platewith 90x/3.15mmnails @ 150 crs intoflooring

SmartJOISTBlocking Detail


SmartJoistrim joist

Fix blocking to top platewith 2 nails each endand 2 skew nails totop flanges

Fix blocking to top platewith 2 nails each endand 2 skew nails totop flanges

Fix SmartJoists totop plate as perdetail F29

Fix SmartJoists totop plate as perdetail F29

F1 F2 F3 F5

SmartJOISTRafter Cuts Detail

SmartJOISTSupporting External Load-Bearing Wall Detail

SmartJOISTSupporting Internal Load Bearing Wall

And Bracing Wall Detail

SmartJOISTSupporting Internal Load Bearing Wall

And Bracing Wall Detail

SmartJOISTRim-Joist Detail

SmartJOISTRimboard Blocking Detail

SmartJOISTBlocking Detail

0.91 x 25mm galvanisedmild steel strap fastened tojoists, blocking panels andEND WALLS with 40 x 2.5mmgalvanised nails

SmartJoist betweenjoist blocking, skew nailedwith 3.15 x 65mm nails.

Floor sheetingglued AND nailedto joists and blocking

SmartJoistfloor joist

NOTE:THIS DETAIL NEEDS TO BE READIN CONJUNCTION WITH DETAIL B2


Method 1:1/3.15 x 65 nail at both side oftop & bottom flange at each endof the I-joist blocking.

Caution: effective toenailing may bedifficult to achieve due to limitedaccess of pneumatic nailers.The builder shall evaluate installationfor potential of nail squeak.

Method 2:Minimum 2 rows of 3.75 x 75mm nails thruOSB web of the I-joist blocking into the filler blockand clinched or nailed through the filler blockand clinched on back face of OSB web of I-joistblocking. In addition, nail through OSB web offull-length joist into filler block with minimum2/3.75 x 75mm nails.Repeat at opposite end of I-joist blocking

Mid span blocking may beused to reduce vibration.

Two possible methods ofattachment are shown below.

B1 B2

FLOOR: SmartJOIST Mid-Span Blocking Details

SmartJOIST BlockingUnder Concentrated Point Loads

Install web-stiffenersto both side of thejoist web.(see detail F13)

Concentrated point loadwhere it requires double/triplestuds under

Small Gap( 3mm ± )


Tight Fit

50 mm ±

50 mm ±

F13

SmartRimUnder Concentrated Point Loads

Concentrated point loads(eg, girder trusses, TG'sall beams & jamb studsper AS1684)

Fix 90x45mm F5compression blockto the rimboard

FLOOR: SmartJOIST/Rimboard Blocking Under Concentrated Load

F30A F30B

FLOOR: SmartLVL End Blocking Details

SmartLVL / Treated PineBlocking Detail

Solid-wood blockingbetween joists overlines of support

Floor Joists

***Tight Fit***

Solid block all postsfrom above to bearing below.

F29A F29B

FLOOR: SPH220 Split Hanger Fixing Detail

SPH220 Heavy Duty Beam HangerFixing Detail

*******10 Screws to each face************40 Screws required per pair*****(No.14 x 30mm min. length Type 17)

32mm min.edge distance

32mm min.edge distance

SPH220

SmartJOIST

Bracing (Tie Down) wall

90 x 45 seasoned timber bridging cleat.Cleats to be placed no closer than 1500 mm.

Nails to locate bridging cleatagainst top flange as shown

SmartJoist

M10 bolt

90 mm

NOTE :1. ULTIMATE LIMIT STATE UPLIFT CAPACITY IS 6.5 KN

blocking pieceSeasoned timber

Tie Down (Bracing Wall) Detail

2. DO NOT DRILL THROUGH EITHER FLANGE OF SmartJoistunless they are fully supported on wall plate or similar

NOTE :1. MAX force transfer of system 30.0 kN

2. DO NOT DRILL THROUGH EITHER FLANGE OFSmartJoist unless they are fully supported on wall plateor similar

M12 bolt

Bracing (Tie Down) wallSeasoned timberblocking piece FB58170 Joist hangers

(both up and down) with18 off 35 x 3.15mmGalvanised TimberConnector Nails into webstiffeners/joist web

17mm (minimum) F11 PlyMin of 170mm wide. Nailwith 4 off 4.5 x 75 nailsand clinch. Fit flush undertop flange of SmartJoist

Min 170x58mm SmartLVL15 bridging cleat.Cleat spacing to be governed by Joiststrength calculations with applied uplift loads.

It is IMPORTANT that this beamis nailed into joist hangers toprevent joists spreading under load

Cantilever Cyclone Strap Tie-Down DetailSmartJOIST

Web-stiffeners requiredeach side of ALL joistswith cyclone ties

CantileverSpan

Equal to cantilever spanbut MINIMUM of 600mm

Cyclone rod,nut and washerunder plate

SmartJoistblockingpanel

Prydacyclone strapor equivalent

FLOOR: SmartJOIST Tie-Down Details

F21A CS1F21

SmartJOISTMidspan Blocking Detail

SmartJOISTMidspan Blocking Detail

SmartLVL / Treated PineBlocking Detail

SmartJOISTTie Down (Bracing Wall) Detail

-DO NOT CUT OR NOTCH FLANGE-DO NOT OVER-CUT HOLES IN WEB

-HOLES WITH SHARP CORNER NOT ALLOWED

-RAFTER CUTS ARE REQUIRED TO HAVE MIN. OF D/3REMAINING AT THE OUTER FACE & A MAX.SLOPE DISTANCE OF 3xD.

-MAX. HOLE DIMENSIONS & LOCATIONS WITHINTHE SPAN TO CONFORM TO Fig 4.1 OF AS1684.2-MAX. NOTCH (TENSION & COMPRESSION EDGE)DIMENSIONS & LOCATIONS WITHIN THE SPAN TOCONFORM TO Fig 4.1 OF AS1684.2

FOR BEARERS & JOISTS ONLY:

-DON'T MAKE HOLES WITH HAMMEROTHER THAN PRE-PUNCHED KNOCKOUTS

DO NOT START TOE NAIL INTOTHE CORNER OF THE FLANGEOR THE TOP OF THE FLANGE

NAILS SHOULD BE AS FARAS PRACTICAL FROM THEEND OF THE JOIST

MAXIMUM NAIL DIAMETER 3.15mm

START TOE NAILAPPROXIMATELY 2/3UP THE SIDE OF THEFLANGE

CORRECTNAILING

NAIL ATWRONG ANGLE

NAIL TOO LONG

NO WEB RESISTANCERESULTS IN ROTATION

60%of DMin.

WEB-STIFFENERREQUIRED

HANGER SIDE FLANGESHOULD BE AT LEAST 60%OF JOIST DEPTH.

WEB-STIFFENERNOT REQUIRED

HANGER SIDE FLANGESUPPORTS JOISTTOP FLANGE

WEB-STIFFENERREQUIRED

D

BOTTOM FLANGE PULLING OFF WHENBACKER BLOCK ON ONE SIDE ONLY

BACKER BLOCKS REQUIRED

BACKER BLOCKING EACH SIDE, HANGER NAILSMUST EXTEND PAST THE SUPPORTING JOISTS'SWEB MEMBER INTO THE BACKER BLOCKING.

I-JOIST TO I-JOIST CONNECTION

THE TOP FLANGE OF THE SUPPORTING JOISTMUST BE SUPPORTED BY BACKER BLOCKS TOPREVENT CROSS GRAIN BENDING AND ROTATION

WITH FACE-MOUNT HANGER

notch depth12mm max

WITH TOP-MOUNT HANGER



NOTCHES IN THE ENDS OF I-JOISTS

DO NOT OVERCUT FLANGES.SUBSTANTIAL REDUCTIONS IN CAPACITY MAY OCCURIF FLANGE ARE OVERCUT.

SmartFRAME Notches, Cuts & Holes In Beams, Bearer, Joists & RaftersD/2 max.

D/4 max.

Notch maybe oversupport

D 100mmmax.

Notch maybe oversupport

D min.

D/8 or25mmmax.

D/8 or 25mm max.

D/3max. D/8 or

25mmmax.

D/3 min.

D

D/2 max.

100mmmax.

D

D/4 max.

D

D/8 or25 mm max.

6Dmin. D/2 or

100mm max.

D

D/2 or100 mm max.

D/4 max.

D, lessthan 200mm

D/3min.

D, less than200mm

D, 200 mmor greater

D

B

50mmmin.

6B min.

NOTE: Not more than 3 holesper 1800 mm of span

50mm min.


50 dia. max


D/4 max.

NOTCHES, CUTS & HOLESIN BEAMS, BEARERS, JOISTS & RAFTERS

For SmartLVL products ONLY

B/4 max.

SmartFRAME "DO" / "DO NOT" details


SmartFRAME "DO" / "DO NOT" details

***INADEQUATE BEARING***CUT-TO-LENGTH BLOCKINGNOT FULLY SUPPORTEDON THE TOP PLATE

BOTTOM PLATE NOTFULLY SUPPORTED

SD1 SD2 SD3 SD4 SD5

SD6

N1



N2



N3

TYPICAL ROOF DETAILS

BG1 BG2

R2

R1

Birdsmouth Detail

Bevel Cut Detail

Box Gutter Detail

F26

Rafter Cut Detail

R11

R3A

R8

R7A

R7B

R4

Outriggersto SJ rafter

R3B

Rafter FixedTo Ridge Beam

Rafter SupportedOn Beveled Plate Roof Opening

R10B

R10A

R9A

Lateral RestraintAt Support

R9CR9B

R5A

Rafter OverhangWith Beveled Plate

R5CR5B

R6A

Rafter OverhangWith Birdsmouth Cut

R6B

SmartFRAME Roof Details - Page 1/3

R7C

R13

Outriggersto LVL rafter

B max

300 mm

A

90 x 45 F5 - 600 mm longboth sides of the SmartJoist

Fasten with 2 rows of 100 x 3.75mm nailsat 150mm centres. (***Stagger rows***)

A = 200*, 240 & 300 mm depthB = 50 mm when A = 240 mmB = 100 mm when A = 300 mm

Box Gutter Rebate DetailSmartJOIST

B = 50 mm when A = 240 mm

B = 100 mm when A = 300 mm

B max

300 mm

A

17 mm F14 ply - 600 mm longboth sides of SmartJoist

Fasten with 3 rowsof 100 x 3.75mm nailsat 100mm centres.

SmartJOIST Rafter Cut Detail

2

1 MIN

19 mm F11 Ply or SmartRim. Installreinforcement to both sides of joist usingadhesive meeting AS/NZS 4364:1996and nail using 14/75 x 3.75mm evenlyspaced as shown. Alternate nailing fromeach side and clinch.

Blocking

90 mmMin bearing

Top flange mustbe braced eitherby sheeting or100 x 50 forlateral stability.

ROOF: SmartJOIST Box-Gutter Details ROOF: SmartJOIST Rafter Cut, Birdsmouth cut & Bevel Cut Details

*200 mm - Requires ply infill, 90x45mmsolid timber reinforecement is NOT suitableRefer to detail BG2

A = 200*, 240 & 300 mm depth

*200 mm - Requires ply infill, 90x45mmsolid timber reinforecement is NOT suitable

115mm min.

600mm

SmartJOIST Birdsmouth Cut Detail

Birdsmouth cut shall bearfully and not overhang theinside face of the plate.

(At low end of joist ONLY)

(Limited to max. 600mm overhang)

2/65 x 3.15mm nails(one each side)

Web stiffeners required eachside of SmartJoist.Bevel cut stiffeners to matchroof slope. See Detail F13.

Exception : see raftercut details

Do not bevel cutjoists beyond insideface of wall.

NOTE:SmartJoist blocking is requiredat bearing to provide lateral support.

50mm width overhang rafters.Notch around SmartJoisttop flange.

L

L

600 mmMAX.

Joist shall be designed using designproperties when "L" exceeds joist spacing.

Beveled plateat bearing

1200 mm

Use 2 rows of 65 x 3.15mmnails at 200 mm centres

600mm max. overhang1200mm min. backspan600mm max. rafter spacing

50mm width cripple, cut under 90 x 45rafter extension (Web stiffener other side)

600 mmMAX

Web stiffeners requiredeach side

MAX600 mm

Extension rafter on both sidesfor facia support (cut to fit)

MAX600 mm

Web stiffener requiredboth sidesSee detail F13

50 mm beveled plate for slopesgreater than 1 degree.

Birdsmouth cutat bearing

Birdsmouth cutat bearing

.

50 mm beveled plate for slopesgreater than 1 degree.

Trim & add blocking(one each side)as desired for fascia support(cut to fit)

Note:Additional connectionmay be required forwind uplift.



Note:Additional connectionmay be required for wind uplift.


SmartJOIST

Note:Additional connection may be required for wind uplift.

Note:Additional connection may be required for wind uplift.Note:

Additional connection may be required for wind uplift.

Blockingbetween outriggers

Fix rafters to beveled platewith 1/75 x 3.15mm nail(one on each side)

minigrips as permanufacturerspecification

tie-down as permanufacturerspecification



600 mmmax.

Fascia fixed to end of rafterswith nail into web-stiffener,top flange & bottom flange

Web-stiffeneras per detail F13

.

Face-Mount Hanger(For roof pitch equal/lessthan 3 deg ONLY)

Variable Slope & SkewJoist Hanger

Small Gap( 3mm ± )

Nails,4/65 x 3.15mmClinched

Tight Fit50 mm ±

50 mm ±

F13

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

25x1.0mm G.I. strapwith 7/35 x 3.15mmnails each end


Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

SmartJOIST RaftersRafter Overhang With Beveled Plate Detail

SmartJOIST RaftersLumber Overhang With Beveled Plate Detail

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

.

ROOF: SmartJOIST Rafter to Ridge Beam Details

ROOF: SJ Rafter Overhang With Birdsmouth CutROOF: SmartJOIST Rafter Overhang With Beveled Plate Details

ROOF: Outriggers to SmartJOIST Rafter Detail

SmartJOISTOutriggers to Rafter Connection DetailRafter to Ridge Beam Connection Detail

Bevelled web stiffeneron both sidesas per detail F13



BG1

Box Gutter Rebate DetailSmartJOIST

BG2 F26 R1

SmartJOIST Bevel Cut Detail

R2

R3A

SmartJOISTRafter to Ridge Beam Connection Detail

R3B R4

R5A R5B


SmartJOIST RaftersRafter Overhang With Beveled Plate Detail

R5C

SmartJOIST RaftersRafter Overhang With Birdsmouth Cut Detail

R6A

SmartJOIST RaftersRafter Overhang With Birdsmouth Cut Detail

R6B


Lateral Restraint For Roof Purlins

SmartJoistblocking

4/35 x 3.15mm nailsper each blocking

Roof purlin

4/75 x 3.15mm nailsper each blocking

1/35 x 3.15mm nailper rafter

2/75 x 3.15mm nailsper rafter

Batten

Roof sheeting

Rim Board Blocking.(Toe nail to top plate at150mm on center.)Install as joists are set.

Twist Strap on both sidesNo. of nails & nail size as permanufacturer specification

Panel backer blockon both sides(With 18 nails)

30 degrees max. angle

Beveled plate***Birdsmouth cut not permitted***

Double-beveledplate on beam or wall

600mm

RimBoard or filler block on both sides.(With 12 nails on each side of ridge)

Double-beveledplate on beam or wall

Beveled plate orBirdsmouth cutat bearing



Face-MountHanger


Side Load (kg) N o. of b acke r nails Re qu ire d

227 8

340 12

454 16

567 20

680 24

794 28

907 32

Strap

Fix rafters to supportwith 1/75 x 3.15mm nail(one on each side)

Tie-down as permanufacturer specification

Blocking panel

Blocking panel



Note:Additional connectionmay be requiredfor wind uplift.


Ceiling/Ceiling Batten To Rafter Detail

Ceiling battens fixed to underside(Max. batten spacing of 600mm)

Ceiling fixed to the top of the bottom flange

Ceiling fixed to underside

Roof batten

Roof batten

Roof batten

Rafter

Rafter

Rafter

Ceiling

Ceiling

Ceiling

Ceilingbatten

Beveled plate orBirdsmouth cut at bearing

Nail metal strap to raftersand supports with3/35 x 3.15mm nails

Metal strap over rafter

Roof batten

Beveled plate or Birdsmouth cut at bearing

Fix roof batten to rafter with 2/35 x 3.15mm nails

Fix cut-to-lengthblocking to supportwith 4/65 x 3.15mm nailper each blocking

Peak Connection Detail


Face-Mount Hanger(For roof pitch equal/lessthan 3 deg ONLY)


Variable Slope & SkewJoist Hanger

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13


Fix rafters to supportwith 1/75 x 3.15mm nail(one on each side)


Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13

Fix roof batten to blocking with 2/35 x 3.15mm nails

ROOF: SmartJOIST Rafter - Lateral Restraint At Support ROOF: SJ Rafters On Beveled Plate Details

ROOF: SmartJOIST Rafters - Peak Connection Details

ROOF: SmartJOIST Rafter Roof Opening Detail

Lateral Support Detail(Rimboard Blocking Panel) (Metal Straps)



Rafter Supported On Beveled Plate Detail



Multigrip bracket on both sides

Small Gap( 3mm ± )


Tight Fit50 mm ±

50 mm ±

F13


For 200mm & 240mm deep rafter-Install 1 multigrip bracket each sideFor 300mm, 360mm & 400mm deep rafter-Instal 2 multigrip bracket each side

ROOF: SmartJOIST Rafter - Lateral Restraint With Ceiling Attached

Outriggers to LVL Rafter Detail

Rafters

Trimmers/Outriggers


SmartJOIST Rafters

R7A

Peak Connection DetailSmartJOIST Rafters

R7BPeak Connection Detail

SmartJOIST Rafters

R7C

Peak Connection DetailSmartJOIST Rafters

R8

SmartJOIST Rafters

R9A

Lateral Support Detail(SmartJOIST Blocking Panel)

SmartJOIST Rafters

R9B


Lateral Support DetailSmartJOIST Rafters

R9C


SmartJOIST Rafters

R10A


Rafter Supported On Beveled Plate DetailSmartJOIST Rafters

R10B


Roof Opening DetailSmartJOIST Rafters

R11

SmartJOIST Rafters

R12

SmartLVL Rafters

R13

SmartJOIST Rafters

R12A

SPECIAL DETAILS

RH1

MT1

D1 D2 D3 D4 D5

MC1

RH3

MC2

RH2

AH1 AH2

CH1

EA1

HP1 HP2

AH3

Cosmopolitan Homes

Carlisle Homes

Langford Jones Homes

Henley Homes

Masterton Homes

Allam Homes

Rawson Homes

Metricon Homes

Decking as Floor Cladding

Tiles as Floor Cladding

I-Joist To I-Joist & Partywall

Bearing Details

Equal Angle Detail

MAJOR BUILDERS OTHERS

CLH1 CLH2 CLH3 CLH4 CLH5

LF1 LF2 LF3

D6 D7 D8 D9 D10

SP1 SP2

BD1 BD2 BD3 BD4 BD5 BD6

SmartFRAME Special Details - Page 1/5

MT2 MT3 MT4

SmartJoist (I-Beam)

Wall Frame

DeckJoist "H3"

Decking

Flooring

Bearer "H3"Face MountHanger

Joist Hanger

SmartJoist (I-Beam)

Wall Frame

Deck Joist

FC Sheet

Flooring

Face MountHanger

Joist HangerBearer

Wall Frame

DeckJoist "H3"

Decking

Flooring

Wall Frame

Joist Hanger

SmartJoist (I-Beam)

LVL15 "H3 Treated"

Wall Frame

DeckJoist

FC Sheet

Flooring

Wall Frame

Joist Hanger

SmartJoist (I-Beam)

Joist Running Parallel With Deck JoistsDecking as Floor Cladding

Wall Frame

Flooring

Bearer 'H3'

Decking

Ledger Plate "H3"

DeckJoist "H3"SmartJoist (I-Beam)

RimBoard "H3"

Wall Frame

Flooring

FC Sheet

Ledger Plate

Deck JoistSmartJoist (I-Beam)

RimBoard

Bearer

Wall Frame

DeckJoist "H3"

Decking

Flooring

Load Bearing Joist "H3 LVL"Minimum Width of 42mm

Joist Hanger

SmartJoist (I-Beam)

Wall Frame

Deck Joist

FC Sheet

Flooring

Load Bearing Joist (LVL) Joist Hanger

SmartJoist (I-Beam)

Wall Frame

DeckJoist "H3"

Decking

Flooring

Joist Hanger

SmartJoist (I-Beam)

Wall Frame

Wall Frame

Deck Joist

FC Sheet

Flooring

Joist Hanger

SmartJoist (I-Beam)

Wall Frame


Decking as Floor CladdingBalcony's or deck's which have decking over joists should be sized out of H3 treated timber or class 2 materials. Any timber that is in direct contact with the deck or deck ledger plate must also be H3 treated.If the deck adjoins on to a frame with brick work running up past the deck, there is no need for a treated structural rimboard.

Any hip bearers that do not run at a true 45 degrees angle must be supplied as a double bearer

Balcony's and deck's which have tile cladding over joists with a ceiling under should be sized out of F7 CCA pine, MGP12 pine, I-Beams, LVL or F27 material.The minimum joist width should be 45mm to allow for the fixing requirements of Compresses FC sheets

(Please confirm with supplier)RimBoard H3 is not availablein some area.

Minimum Width of 58mmMinimum Width of 58mm

Maximum Width of 42mmon 70mm Wall Frame

Minimum Width of 58mm


LVL15Maximum Width of 42mmon 70mm Wall Frame


D1



D2


D3Joist Running Perpendicular With Deck Joists




D5

Joist Running Parallel With Deck JoistsTiles as Floor Cladding

D6

Joist Running Parallel With Deck JoistsTiles as Floor Cladding

D7Joist Running Parallel With Deck Joists


D8

Joist Running Perpendicular With Deck JoistsTiles as Floor Cladding



D10

Beam-To-Beam ConnectionBearing Detail

Make sure hanger capacityis appropriate for each application.Hangers must be properlyinstalled to accommodatefull capacity.

Verify the required bearing areaand the ability of the supportingcolumn member to provideadequate strength.

Verify the required bearing areaand the ability of the supportingcolumn member to provideadequate strength.

Bearing on Exterior WallBearing Detail

Prevent direct contact of LVL products withconcrete. Consult local building codefor requirement

Bearing For Door/WindowsHeader - (1-Story Typical)

Bearing Detail

See "Bearing Length Requirements"For more details

Bearing For Door/WindowHeader - (2-Story Typical)

Bearing Detail

See "Bearing Length Requirements"For more details

Bearing details

Bearing details (Cont.)

Party Walls Detail

90mm STUD WALL

90mm STUD WALL

I-JOIST

DOUBLE SOLID FLOORJOISTS ALONG DIVIDING WALL

STRUCTURAL SHEETFLOORING AS SPECIFIED


BD1


BD2


BD3 BD4 BD5

BD6

SP2Shower Setdown Detail

SmartJOISTs To SmartJOISTs

FACE-MOUNTHANGER


TIGHT FITNO GAPS





BACKER BLOCK

FILLER BLOCK

SP1

Others

ITEMS NOT SUPPLIED BY

24/M12 Bolts with 55mm diameter washer2/150x150x10mm Equal Angles

Heavy Duty Beam Hanger Detail(150x150x10mm EA)

Minimum 58mm in width

M12 Bolt

150x150x10mm EAor 150x150mmSteel Plate or similar

D = Bolt Diameter

Min. 4D or 48mm

Min. 4D or 48mm

Min. 5D or 60mm

Min. 5D or 60mm

Min. 5D or 60mm

TILLING TIMBER PTY LTD

Min. 5D or 60mm

Min. 5D or 60mm

.

.

EA1

Typical Balcony Section(Timber Decking)

COSMOPOLITAN HOMES

CANTILEVER JOISTS OVERPFC BUTTED INTO LVL

300x35 END CAP FIXED TO TOP& BOTTOM OF JOIST WITH 1/M6COACH BOLT, COUNTERSUNK

SMARTJOIST

INVERTED FACE MOUNTJOIST HANGER, FIXEDTO LVL

GI STRAP UP LVL & FIXED OVER TOPOF JOISTS 6/2.8MM NAILS EACH END

BALCONY JOIST (150MM)

FROM TOP OF SMARTJOISTTO TOP OF DECK JOIST

150mm

300mm

22mm

FLOORING/DECKING

JOIST HANGER

POLL PLATE FIXED TO JOISTNOGGING WITH 1/M12 BOLTAT 900MM CRS.

FC SHEET OR BLUEBOARDFINISH OVER DOOR TIMBER REVEAL

JOIST HANGER

BEARER

PINE DECKINGCOVER

75 SHS

GARAGE PFC BEARERBOXED OUT ANDSHEETED IN

Major builder details - Cosmopolitan Homes

HENLEY PROPERTIES GROUPS

10mm PACKER AT SUPPORTONLY DESIGNED BY OTHERS

NOTE: ENSURE TIMBER PACKINGBEAM IS A TIGHT FIT

Major builder details - Henley Properties Groups

240mm I-JOIST

240mm I-JOIST

FACE MOUNT HANGER


2/230 PFC WELDEDTOGETHER DESIGNEDBY OTHERS

2/190x35mm MGP10PINE PACKERS


Major builder details - Carlisle Homes

CARLISLE HOMES

SINGLESMARTJOIST51mm WIDTHMINIMUM

19mm STRUCTURAL SHEETFLOORING AS SPECIFIED

70x35mm MERCH PINEPLASTER TRIMMERCLEAT TO FINISH PLASTER

GROUND FLOORTOP PLATE

115x12mm COACHBOLT @ 900mm CENTERSTO LAMINATE PINECLEAT TO STEEL BEAM

19mm SHEETFLOORING

SMARTJOISTON FACE MOUNT HANGERS

140x45 MGP10 PINE TOBOTH SIDES OF STEEL

NOTE:ENSURE TIMBER PACKINGBEAM IS A TIGHT FIT

CARLISLE HOMES

10mm PACKING UNDERUNIVERSAL STEEL BEAM

FACE MOUNTJOIST HANGERS

LOAD BEARING WALL

10mm SHEET FLOOR

GROUND FLOOR TOP PLATE

SMARTJOIST

"RIMBOARD" OR BOUNDARYJOIST ACROSS ENDS OF JOISTSAND BETWEEN WALL PLATES

1 NO. MINIMUM 50x2.8 GALVFH NAIL PER FLANGE

NOTE:NAILS SHOULD BE OF SUFFICIENT LENGTHTO PENETRATE THE FLANGES OF JOISTS(AT LEAST 30mm REQUIRED)

19mm SHEETFLOORING

SMARTJOIST

SMARTJOISTCUT-TO-LENGTHBLOCKINGS

PACKER BETWEEN SMARTJOISTWEB & LOADBEARING WALL BEAM

150x12mm COACH BOLTS@ 900mm CENTERS TOLAMINATE 2/SMARTLVL15BEAMS AND SMARTJOISTWITH PACKER BETWEEN

LOAD BEARING WALL

2/SMARTLVL15 BEAMLAMINATED TOGETHER

External Wall Detail

450mm

Overall Wall

SCREW PLASTER TO CLEAT

LOAD BEARING WALL

PLASTER

WALL FRAME

70x35mm PINE CLEATTO FINISH PLASTER

WALL FRAME

I-JOIST


PLASTER

WALL FRAME

240x42mmSmartLVL15


70x35mm MERCH PINEPLASTER TRIMMERCLEAT TO FINISH PLASTER



LOAD BEARING WALL

PLASTER

WALL FRAME

Joist Supporting Offset Load Bearing Walls***Concentrated Loads***

Skew nail 2 of 3.15 x 75mmnails through to lower plate

70 x 35 F5 nailed to undersideof top flange of adjacent joistswith 3.15 x 60 nails.

90 x 45 F5 strut underconcentrated load.Number of struts to match numberof members in jamb stud or post


Major builder details - Allam Homes

ALLAM HOMES

SmartJOIST to Steel Beam Fixing Detail

Web Stiffener installedin contact with bottomflange as per detail F13

Min Bearing length 45 mm

1/No 10 x 30 mm LongType 17 Screw.


12 mm Max



DO NOT OVERCUT

With Web Stiffener

3-4 mm Gap

DOUBLESMARTJOIST




LOAD BEARING WALL

PLASTER

WALL FRAME

ALLAM HOMES

AH1 AH2

SmartJOIST Running ParallelWith The Load Bearing Wall

ALLAM HOMES

AH3



CLH1

SmartJOIST to Steel Beam Fixing DetailWith Face Mount Hanger

CLH2

CARLISLE HOMESRimboard Detail

CLH3

CARLISLE HOMES

CLH4External Wall DetailCARLISLE HOMES

CLH5

CH1

SmartJOIST to Steel Beam Fixing DetailWith Face Mount Hanger

HP1

HENLEY PROPERTIES GROUPS

HP2


Major builder details - Rawson Homes

RAWSON HOMESSteel Beam Suporting Floor Joist250UB With Face Mount Hangers


FLOORING OFFCUTPACKING AS REQUIRED

300mm FLOOR JOISTSON FACE MOUNT HANGERS

CARPENTER TO TRIM 2X240X63mm LVLON FLOOR THEN INSTALL TIMBER BEAMINTO POCKET ON EACH SIDE AND FIX TOSTEEL BEAM WITH 16mm BOLT.

STEEL FABRICATOR TO PRE-DRILL BEAMAT 900 CTRS

NOTE: ENSURE TIMBER PACKING BEAM IS A TIGHT FIT RAWSON HOMESSteel Beam Supporting First Floor

Timber Walls And Floor250UB With Face Mount Hangers

90mm TIMBER FRAMED WALL

FLOORING OFFCUTPACKINGAS REQUIRED

STRUCTURAL SHEETFLOORINGAS SPECIFIED

CARPENTER TO TRIM 240X63 lvlON FLOOR THEN INSTALL TIMBERBEAM INTO POCKET AND FIX TOSTEEL BEAM WITH 16mm BOLT.

STEEL FABRICATOR TO PRE-DRILLBEAM AT 900 CTRS

NOTE: ENSURE TIMBER PACKING BEAM IS A TIGHT FIT

300mm FLOORJOISTS ONFACE MOUNTHANGERS

STEEL BEAMON POSTSAS PERENG'S DETAILS

RAWSON HOMESSteel Beam Supporting First Floor

Brick-Veneer Walls And Floor250UC With Face Mount Hangers

CARPENTER TO NAIL FIX TRIMMED70 X 45 PACKERS TO A TRIMMED240 X 63 LVL ON FLOOR THENINSTALL TIMBER BEAM INTOPOCKET AND FIX TO STEEL BEAMWITH 16mm BOLT.

STEEL FABRICATOR TO PRE-DRILL BEAMAT 900 CTRS

NOTE:ENSURE TIMBERPACKING BEAMIS A TIGHT FIT

300mm FLOOR JOISTSON FACE MOUNTHANGERS

250 BRICK VENEER WALLSTRUCTURALSHEET FLOORINGAS SPECIFIED

STEEL BEAMON POST

FLOORING OFFCUTPACKINGAS REQUIRED

Major builder details - Masterton Homes

Party Walls Detail

90mm STUD WALL

90mm STUD WALL

DOUBLE DOLIDFLOOR JOISTSALONG DIVIDINGWALL

STRUCTURAL SHEETFLOORINGAS SPECIFIED

Major builder details - Metricon Homes

Major builder details - Langford Jones Homes

Bolting of Multiple SmartLVL/SmartLam

600 mm2 pieces ofSmartLVL>= 58 mm

55 mm diameterwasher as perAS1720.1 table 4.12

12 mm MS Bolts

2/58mm in width or greater

Min. 50 mm

Beam Depth / 2(50mm Min.)

1 row of M12 BOLT @ 600 CTS. MAX.

(AS PER ENGINEERING SPECIFICATION)

Shower Setdown DetailSmartJOISTs To SmartJOISTs

FACE-MOUNTHANGER


TIGHT FITNO GAPS





BACKER BLOCK

FILLER BLOCK

Sub-Floor Joist Bearer Detail

LANGFORD JONES HOMES

Sub-Floor Setdown Detail

I-JOIST

I-Joist To Steel Beam ConnectionWith Face Mount Hangers

BOTTOM PLATE

STUD WALL

TIMBER PACKER

I-JOISTS

FACEMOUNTJOIST BRACKET

STEEL BEAMAS PER ENG.SPECIFICATION

Major builder details - Masterton Homes - Cont'd

MASTERTON HOMESI-Joist Parallel To Steel Beam

Steel Beam Supporting Stud Wall,Brickwork & Balcony Joists

STEEL BEAMAS PER ENG.SPECIFICATION

POCKET JOISTSINTO BRICKWORK

TIMBER PACKER

200 x 10 PLATEAS PER ENG.SPECIFICATION

I-JOISTS

BOTTOM PLATE

STUD WALL

BALCONYJOISTS

I-Joist To Steel Beam ConnectionWith Face Mount Hangers

TIMBER PLATE

FACEMOUNTJOIST BRACKET

I-JOISTSSTEEL BEAMAS PER ENG.SPECIFICATION

TIMBER PACKER


RH1 RH2 RH3

MT3

MASTERTON HOMES

MT4

MASTERTON HOMES

MT2

MASTERTON HOMES

MT1LF3

LANGFORD JONES HOMES

LF2

Sub-Floor Joist Bearer DetailLANGFORD JONES HOMES

LF1

METRICON HOMES

MC1

METRICON HOMES

MC2

F12B.2F12B.1

F12B.3

50 mm ±

50 mm ±

50 mm ±

50 mm ± 2 rows of3.75x75nailsat 150mmspacingClinched

Small Gap( 3mm ± )

50 mm ±

50 mm ±

50 mm ±

50 mm ±


Small Gap( 3mm ± )Small Gap

( 3mm ± )


Tight Fit50 mm ±

50 mm ±

50 mm ±

50 mm ±

50 mm ±

50 mm ±2 rows of 3.75x75nailsat 150mm spacing*each end*(Offset nails fromopposite face by 75 mm)Clinched

Small Gap( 3mm ± )

F12B.4




For 2/70mm 2/90mm & 3/SJswith 1/setdown joist attached

For 2/40mm 2/44mm & 2/51mmwith 1/setdown joist attached

Filler Block Fixing DetailSmartJOIST

F12B

TB2.1

TB3.2 TB3.3TB3.1

TB4.2 TB4.3TB4.1

TB5.2TB5.1

TB6.2 TB6.3TB6.1 TB6.5 TB6.6TB6.4 TB6.7 TB6.8

TB7.2 TB7.3TB7.1 TB7.5 TB7.6TB7.4 TB7.7

TB8.2TB8.1

TB9.2 TB9.3TB9.1

TB10.1

TB11.2 TB11.3TB11.1 TB11.4

TB12.2 TB12.3TB12.1

TB13.2TB13.1

TB14.1

TecBEAM Floor/Roof Details - Page 1/6


TB2.1TecBeam Tapered End Detail - T25, T30, T35, T40

TB3.1

TecBeam Strongback Connection Type 1

TecBeam Cantilever Balcony Detail

D/2

Max. 400 Max.

T25 - 125mm Max.T30 - 150mm Max.T35 - 175mm Max.T40 - 200mm Max.

Extended web-stiffenersNailing to manufacturer's spec.

Solid blocking

Load bearing stud wall

Solid blocking

Extended web-stiffenersNailing to manufacturer's spec.

Rafter line

SECTION A-A

Strongback

Strongback

Timber wedges gluedand naild or screw fixed


Strongback

(Alternative: Wedges fixed on top)

Max. Strongback SizeT25 - 150PFC, 150UB14, 2/140x45, 150x63 LVLT30 - 180UB, 200PFC, 2/190x45, 200x63 LVLT35 - 180UB, 200PFC, 2/190x45, 200x63 LVLT40 - 180UB, 200PFC, 2/190x45, 200x63 LVL

TecBeam Strongback Connection Type 2

SECTION A-A

Strongback

Strongback



Strongback

(Alternative: Wedges fixed on top)

Max. Strongback SizeT25 - 150PFC, 150UB14, 2/140x45, 150x63 LVLT30 - 180UB, 200PFC, 2/190x45, 200x63 LVLT35 - 180UB, 200PFC, 2/190x45, 200x63 LVLT40 - 180UB, 200PFC, 2/190x45, 200x63 LVL

TecBeam Strongback Support At Perimeter Wall

Fix rafter to wall frame

Setback load bearing wall

Double joist(triple if required)

Fix strongback to rafterif direct packing to loadbearingwall not feasible

Rafter line

Strongbacks at tecbeamhole centres

Loadbearingwall

Secondary Joists In Cantilever

Taperif required

This joist supports the cantilever loads & backspanreaction. Locate on a load bearing wall or reducethe span or provide an extra joist to eng's design

Strongbacksat tecbeamhole centres

CantileverSpan

Backspan:Min. Cantilever Span x 2

CantileverSpan

Backspan:Min. Cantilever Span x 2

TecBeam Cantilever Balcony DetailJoists In Cantilever

If a step-down is required, addpacking to match floor depth oruse a Tecslab floor(required depth)

Install web stiffeners each side ofjoist and blocking to every third bayover line of support

Strongback to manufacturer'sspecification

TecBeam Cantilever Balcony DetailSolid Timber Extension

Web stiffenersStrongback tomanufacturer'sspecification

Fixing to engineer's design

CantileverSpan

Backspan:Min. Cantilever Span x 1.5Blocking to every third bay

over line of support

Blocking to every third bayover line of support

SECTION A-A

TecBeam Flat Roof Framing Detail

Sloping metal deck roof

Sloping metal deck roof

Purlins

70 x 35 posts fixed to Tecbeamwith 12g x 75 screws.Add bracing between posts wherepurlin is more than600mm above joist

Strongbacks for bracing

Box Gutter-Joist End Detail

SECTION A-A

Packing strip pre-fixedto extension & fixed to web

T25 - 2/120x35 MGP12T30 - 2/140x35 MGP12T35 - 2/170x35 MGP12T40 - 2/190x35 MGP12

T25 - 85mmT30 - 117mmT35 - 115mmT40 - 144mm

MIN. 600mmMAX. 400mm

Bracing strongback

Load bearing wall

TB3.2 TB3.3

TB4.1 TB4.2 TB4.3

TB5.1 TB5.2


FLOOR: TecBEAM Tapered End Details FLOOR: TecBEAM StrongBack Fixing Details

FLOOR: TecBEAM Cantilever Balcony Details

ROOF: TecBEAM Box-Gutter End DetailROOF: TecBEAM Flat Roof Framing Detail

Studs In-Line With Joists

Tecbeam Wall Support Type 1

Load bearingstud wall

Blocking min.every third bay

Stud wall over

Stud wall over



Top plate

Top plate

Studs Offset From Joists

Tecbeam Wall Support Type 2



Stud wall over

Stud wall over



Double top plate

Double top plate

Studs Offset From JoistsTecbeam Wall Support Type 3



Stud wall over

Stud wall over



Top plate

Top plate

Bridging

Bridging

Load Spreader Replaces Blocking & DoubleTecbeam Wall Support Type 4

Top Plate OR Bridging For Offset Stud


Top plate

Continuous 12mm F14 PlywoodLoad Spreader & floor plan brace(Bearing fit between wall plates)


Min. nailing to each joist8 / No. 2.7 x 65mm(Increase for heavy loads)

Continuous 12mm F14 PlywoodLoad Spreader & floor plan brace(Bearing fit between wall plates)

Min. nailing to each joist8 / No. 2.7 x 65mm(Increase for heavy loads)


Joists can beoffset from studs

Joist setback 15mm

Studs Offset From JoistsTecbeam Wall Support Type 5

Continuous rim boardfixed to joists(Alternative load spreader)

Continuous rim boardfixed to joists(Alternative load spreader)


Top plateMin. 45mm bearing

Min. 45mm bearing


Top plate



FIXING OPTION:-Nails-Screws-Trip-L-Grips-Joist Hangers(For higher loads)

Joist Hanger Connection To Waler PlateTecbeam Wall Support Type 6

Waler plate fixedwith masonryanchors toengineers design

Waler plate fixed withmasonry anchorsto engineers design

Load bearingmasonry wall

Joist hanger tomanufacturer's spec

Joist hanger tomanufacturer's spec

Shelf AngleTecbeam Wall Support Type 7

Continuous angle fixedwith masonry anchorsto engineer's design

Continuous angle fixedwith masonry anchorsto engineer's design

Solid blockingbetween joist


Wall Plate On Masonry WallTecbeam Wall Support Type 8


Top plate fixed withmasonry anchorsto engineer's design



Top plate fixed withmasonry anchorsto engineer's design

Butting Into Timber BeamTecbeam Beam Connection Type 1

Timber support beam

Timber support beam

Joist hanger tomanufacturer'sspecfication

Joist hanger tomanufacturer'sspecfication

Notched Into Steel Beam Of Similar DepthTecbeam Beam Connection Type 2

Tek screw, bolt orpower fasten to web

Block alternate bays

Trip-L-Grip or skew nailing



Notched Into Steel Beam Of Greater DepthTecbeam Beam Connection Type 3

Block alternate bays



Bearing plate -Bolt or powerfastern to web


Bearing plate -Bolt or powerfastern to web


Timber Packer To Steel UBTecbeam Beam Connection Type 4

Continuous timber packingbolts to engineer's design

Beam braced against rotation

Joist hanger tomanufacturer's specs


Beam braced against rotation

25mm max. overhang

25mm max. overhang

Timber Packer To Steel PFCTecbeam Beam Connection Type 5

Continuous timber packingbolts to engineer's design



TB6.1 TB6.2 TB6.3 TB6.4 TB6.5

TB6.6 TB6.7 TB6.8

TB7.1 TB7.2 TB7.3 TB7.4 TB7.5


FLOOR: TecBEAM Wall Suport Details

FLOOR: TecBEAM Wall Suport Details (Cont'd)

FLOOR: TecBEAM Beam Connection Details

Joists Butting Over BeamTecbeam Beam Connection Type 6

Blocking at alternate bays


Packing plate 90x35 or 90x45M10 bolts at 900 centres


Skew nail to plateor use Trip-L-Grip

Skew nail to plateor use Trip-L-Grip

Joists Continuous Over BeamTecbeam Beam Connection Type 7





Intermediate web stiffnereach side90x35 min. , 90x42 max

Trimmer Connection To Single Tecbeam

2/140x42 web blocksMin. 8 No. 2.7 x 65mm nails

Trimmer

Trimmer


2/140x42 web blocksMin. 8 No. 2.7 x 65mm nails


TOP VIEW

SIDE VIEW

Trimmer Connection To Double Tecbeam Joists

SECTION A-A

SIDE VIEW

Double Tecbeam floor joists3/140x42 web stiffeners

Double Tecbeam floor joists3/140x42 web stiffeners

Joist hanger with 2M12galvanised boltsplus 3.15 x 35 flat headnails each leg(14g screws each legfor heavy loads)

Trimmer

Trimmer

Supporting Stair Void OR Smilar

Tecbeam Double Joist ConnectionTo Masonry Wall Type 1

SECTION A-A

SECTION B-B


Waler plate

50mm

Waler plate fixedwith masonry anchors

60mm

50mm

50mm

Waler plate fixedwith masonry anchors

Double Tecbeam joists

90x90x6 MS angles x 300 long (T30),250 long (T25), 4-D16 (M12 thread)dynabolt anchors 60mm embedmentat 180 centres (T30), 130 centres (T25)2/M12 galvanised bolts at 60 centresor M12 all thread

Supporting Stair Void OR Smilar

Tecbeam Double Joist ConnectionTo Masonry Wall Type 2

SECTION A-A

50mm

50mm

60mm

40mm

Double Tecbeam joists

Fold back leg of joist hanger & addmin. 4 No. 14g screws to waler plate

50mm

90x90x6 MS Anglex 300 long (T30)2-D16 (M12 thread)dynabolt anchors60mm embedmentat 180 centres2M12 galvanised boltsat 60 centres

Tecbeam Joist Connection To Masonry WallAlso Supporting Load Bearing Wall


Masonry wall

Waler plate fixedwith masonry anchorsto engineer's design

Joist hanger tomanufacturer's spec.

Masonry anchor on opposite side

70mm

70mm

Masonry anchors(stagger on opposite side)to engineer's design

Tecbeam Joint Detail At Fire Rated Double Stud Wall

PLAN VIEW

Continuouswaler plate


Solid infill blocking(no nailing to joists)

Chamfer top flanges(crossed)

Fire-ratedload bearingwall

Non fire-rated floor/ceilingsolid web stiffeners

Skew nail joistto wall top plate

20mm

Sheet flooring

Solid infill blocking(no nailing to joists)

Chamfer top flangeof Tecbeamjoists (5mm)


Non fire-rated floor/ceilingsolid web stiffeners

Floor Support & Wall & Wind Load SupportTecbeam Joists Parallel To Wall Type 1

Nails at 150 centres

45mm waler plateF5 seasoned pinefixed with D12 dynaboltor similar at 900 centres(engineer to check)



45mm waler plateF5 seasoned pinefixed with D12 dynaboltor similar at 900 centres(engineer to check)

Wall Wind Load SupportTecbeam Joists Parallel To Wall Type 2

Nails at 150 centres

Oversize hole to allowvertical movement

90 x 35/45 vertical web block or140 x 45 horizontal web block (min. 350 long)M10 Threaded rod chemset or similarat 1200 centres (engineer to check)

Non load bearingmasonry wall

90 x 35/45 vertical web block or140 x 45 horizontal web block (min. 350 long)M10 Threaded rod chemset or similar at 1200 centres(engineer to check)

With Lightweight Concrete Floor Panels (Tecslab)Tecbeam Joists Parallel To Wall Type 3

Floor Support & Wall Wind Load Support

2 No. 14g bugle headscrews per panel

2 No. 10g screws x 90 long

CSR power panel floorscrew fixed as permanufacturer's details

70 x 45 F5 seasonedpine connect to 2 joistsat max. 1200 centreswith 3 nails per joist

45mm waler plate F5seasoned pineD12 dynabolt or similarat 900 centres(engineer to check)

Load bearing masonry wall

With Lightweight Concrete Floor Panels (Tecslab)Tecbeam Joists Parallel To Wall Type 4

Wall Wind Load Support

2 No. 14g bugle headscrews per panel

2 No. 10g screws x 90 long

CSR power panel floor screw fixedas per manufacturer's details

70 x 45 F5 seasonedpine connect to 2 joistsat max. 1200 centreswith 3 nails per joist

Oversize hole to allowvertical movement

90 x 35/45 vertical web block or140 x 45 horizontal web block(min. 350 long)M10 Threaded rod chemsetor similar at 1200 centres(engineer to check)



SECTION A-ASECTION A-A

TB7.6 TB7.7 TB8.1 TB8.2

TB9.1 TB9.2 TB9.3 TB10.1

TB11.1 TB11.2 TB11.3 TB11.4


FLOOR: TecBEAM Single/Double Joist to Masonry Wall Details

FLOOR: TecBEAM Beam Connection Details

FLOOR: TecBEAM Joists Parallel to Wall Details

FLOOR: TecBEAM Joint Detail At Fire Rate Double Stud Wall

Connection To Concrete WallTecbeam Moment Connection Type 1

Tecslab Type 1 : Aerated Concrete Floor Panels

75mm Aerated concreate floor panelsglued & screw fixed to Tecbeam joists

Install additional strongbacksfor vibration control

Screws

SECTION A-A

Tecslab Type 2 : Insitu Concrete

600 MAX. Centres

600 MAX. Centres

300 - 600Centres

SECTION A-A

300 - 600 Centres

0.2mm polythene

17mm plywood

45-90mm fibre reinforced lightweightconcrete on 0.2 polythene &17mm plywood (To engineer's spec)

Install additional strongbacksfor vibration control

Tecbeam Recessed Curtain Track Cutout

Extendedweb-stiffeners

Extendedweb-stiffeners

Recessed curtain trackflange cut-outand web limits**Max. 45mm notch in depth**

Recessed curtain trackflange cut-outand web limits

Min.50mm to edge of hole

Max.110mm

Max. 45mm

SECTION A-A

Connection To Concrete WallTecbeam Moment Connection Type 2

SECTION A-A

Connection To Steel ColumnTecbeam Moment Connection Type 3

SECTION A-A

TB12.1 TB12.2 TB12.3

TB13.1 TB13.2 TB14.1


FLOOR: TecBEAM Moment Connection Details

FLOOR: TecSlab Fixing Details FLOOR: TecBEAM Recessed Curtain Track Cutout Detail

290 x 220 x 3 platesSite weld to angles

4/M8 bolts at 40 centres

75 x 75 x 10 angle x 200 longM16 cast in ferrule

4 FW x 50 long

Min. 75 x 75 x 6 continuous angleM12 cast-in ferrules x 65 longat joist centres

Non-momentconnection

80 120 20

14g screwNOTE: fixing to eng. design

290 x 220 x 3 platesSite weld to angles


80 120 20

75 x 75 x 10 angle x 200 longM16 cast in ferrule

4 FW x 50 long

Min. 75 x 75 x 6 continuous angleM12 cast-in ferrules x 65 longat joist centres

290 x 220 x 3 plate site weld to column

Web stiffener


Bolts for vertical loads

Steel column

100 mm (max.)

Bolt or strap

250 mm

100 mm (max.)

Solid nogging

30x0.8 mm G.I. Strapnumber nails as noted

M10 bolt or G.I. Strapto floor frame or slab

Note:The top plate shall be fixed or tied to lintel within 100 mm of eachrafter/truss, or the rafter/truss fixed directly to the lintel with a fixingof equivalent tie-down strength to that required for the rafter/truss.

250 mm

Lintel

100 mm (max.)

Bolt or strap

Solid nogging

2/30x0.8 mm G.I. StrapNumber nails as noted.

Bolt to slabor floor frame.

100 mm (max.)

Lintel


250 mm

250 mm

250 mm

100 mm (max.)

Bolt or strapBolt to slabor floor frame.

Note:The top plate shall be fixed or tied to lintel within 100 mmof each rafter/truss, or the rafter/truss fixed directly tothe lintel with a fixing of equivalent tie-down strengthto that required for the rafter/truss

Bolt or strap

Lintel

Bolt sizeas noted

Lintel

100 mm (max.)

100 mm (max.)

100 mm (max.)

Solid nogging

100 mm (max.)

Bolt or strap

Bolt to slabor floor frame.

Alternative detail

Bolt or strap

Spacer nailed to stud

38 mm (max.)

Lintel

Lintel

Slab/Floor JoistSlab/Floor JoistSlab/Floor Joist

Slab/Floor Joist


Jamb studs

Bolt must passthrough lintel

Lintel

100 mm (max.)Lintel must be directly under thetop plate and continued to thenext common stud

For narrow lintels, jamb studs must bechecked around lintel. For lintels ofthickness equal to depth of wall frame,1 framing anchor (legs not bent)6/2.8 mm O nails each leg, on eachside of studs.

Common stud

Where rafter/trusses are fixed to the top plate, the top plate mustbe fixed to the lintel within 100 mm using fixings or equivalent strength.


30x0.8 G.I. Straps with2.8 mm dia nails each endas noted

75x3.05 nails or75xNo. 14 Type 17screws as notedmin. 35mm penetrationinto receving member

Bolt to floor orslab as noted

100 mm (max.)

Note: The uplift capacity of the detailwill be governed by the lowest of thecapacities at either the top or bottomof post or the bottom plate to floorframe to slab.

Slab/Floor Joist

PLAN

Continue foroverhang ifrequired

Bolt taken to underside of floorjoists, bearer or concrete slab

Studs at sidesfull height

Bolts with washeras noted

35 mm thickstuds underpost

Bolts as noted

Bolts as noted

150x90x10 mmM.S. Angle

2 bolt dia.5 bolt dia.4 bolt dia.


Bolts or screwsas noted


35 mm (min.)

5 bolt dia.6 bolt dia.

180 mm

6 bolt dia.

6 bolt dia.Beam

Bearer50x6 mmM.S. plate

Bearer

Bolts asnoted

Column

Bolts asnoted

Bolts asnoted

50x8 mmM.S. stirrup


Column


M.S. plate:75 x 10 mm for M1075 x 12 mm for M1275 x 25 mm for M16



50x6 mmM.S. plate

2 bolts with plateas noted

150mm (min.)

S12 rod

75x75x4.0 mm SHS or100x100x4.0 mm SHS

M12 bolt

75x8 mmM.S. saddle


1 or 2 boltsas noted

1/M12 bolt

100x8 mm M.S. saddle

6 CFW both sides

Note: The same or an equivalentdetail is required at thebottom of the post.

bltwp1 bltwp2 bltwp3 bltwp4 bltwp5

bltwp6 bltwp7 bltwp8 bltwp9 bltwp10

bltwp11 bltwp12 bltwp13


Max. wallheight of 2.7m

Bolts as noted

Non compressible packingto be installed just prior tointernal lining being fixed

Bolts as noted150x90x10 mmM.S. angle

bltwp14

Note: The same detail or an equivalentdetail is required at the bottomof the post.

Lintel

Lintel

Lintel

Lintel

bltwp15

150x90x10 mmM.S. angle

Lintel

Note: The same detail or an equivalentdetail is required at the bottomof the post.

75x75x4 mm M.S.SHS stud

Bolt or strap

35 mm (min.)

Lintel to top plate with nails & G.I. strapBeam/Lintel Tie-Down Connections

No. of nails J2 J3 J4 JD4 JD5 JD64 nails each end of strap 8.30 5.90 4.20 5.90 4.90 3.706 nails each end of strap 12.00 8.40 5.90 8.40 6.90 5.20

Uplift Capacity, kNUnseasoned Timber Seasoned Timber

Lintel to top plate with bolts & G.I. strapBeam/Lintel Tie-Down Connections

No. of nails J2 J3 J4 JD4 JD5 JD64 nails each end of strap

and M10 bolt to floor6 nails each end of strap

and M12 bolt to floor

7.4

17.0 17.0 12.0 17.0 14.0 10.0

17.0 12.0 8.4 12.0 9.8


Lintel to top plate with boltBeam/Lintel Tie-Down Connections

Bolt J2 J3 J4 JD4 JD5 JD6M10 bolt 18.0 18.0 18.0 15.0 12.0 9.0M12 bolt 27.0 27.0 26.0 20.0 16.0 12.0


Lintel to top plate with bolt through lintelBeam/Lintel Tie-Down Connections





Lintel to top plate with bolt through lintelBeam/Lintel Tie-Down Connections

Lintel to stud with nails, screws & strapsBeam/Lintel Tie-Down Connections

J2 J3 J4 JD 4 JD 5 JD 6N ails

4 nails to each s tud 8.1 5.7 4.1 5.7 4.8 3.56 nails to each s tud 12 .0 8.6 6.2 8.6 7.2 5.38 nails to each s tud 16 .0 11.0 8.2 11.0 9.6 7.1

Screws2 screws to each stud 15 .0 11.0 7.8 11.0 7.8 5.74 screws to each stud 31 .0 22.0 16 .0 22.0 16.0 11.06 screws to each stud 46 .0 33.0 23 .0 33.0 23.0 17.0

N ails,bolts & s traps4 na ils to each strp + M10 bolt to floor 17 .0 12.0 8.4 12.0 9.8 7.46 nails to each s trap + M10 bolt to floor 17 .0 17.0 12 .0 17.0 14.0 10.0

U plift C apacity, kNU nseasoned Timber Seasoned Timber

Slab/Floor Joist

Lintel to studs with boltsBeam/Lintel Tie-Down Connections

No of bolts J2 J3 J4 JD4 JD5 JD62/M10 bolts 17.0 15.0 9.8 17.0 12.0 8.22/M12 bolts 17.0 17.0 12.0 17.0 14.0 10.0


Lintel to plate through lintelBeam/Lintel Tie-Down Connections

Bolts J2 J3 J4 JD4 JD5 JD6M10 18.0 18.0 18.0 15.0 12.0 9.0M12 27.0 27.0 26.0 20.0 16.0 12.0M16 50.0 50.0 46.0 35.0 28.0 21.0


Lintel to stud with bolts/screwsBeam/Lintel Tie-Down Connections

Lintel to stud with 50x6 M.S. plateBeam/Lintel Tie-Down Connections

J 2 J 3 J 4 J D 4 J D 5 J D 6S c r e w s (m in . 3 5 m m p e n e tr a tin in to r e c e iv in g m e m b e r)

2 /N o . 1 4 T yp e 1 7 s c re w s 7 .7 5 .5 3 .9 5 .5 3 .9 2 .84 /N o . 1 4 T yp e 1 7 s c re w s 1 5 .0 1 1 .0 7 .8 1 1 .0 7 .8 5 .7

B o lts1 /M 1 0 c up -he a d 3 .9 2 .3 1 .5 2 .6 1 .8 1 .21 /M 1 2 c up -he a d 4 .4 2 .7 1 .8 3 .0 2 .2 1 .51 /M 1 6 c up -he a d 5 .7 3 .7 2 .3 4 .2 2 .9 2 .02 /M 1 0 c up -he a d 7 .7 4 .6 2 .9 5 .2 3 .6 2 .52 /M 1 2 c up -he a d 8 .8 5 .5 3 .5 6 .1 4 .3 3 .02 /M 1 6 c up -he a d 1 1 .0 7 .3 4 .6 8 .3 5 .7 4 .0

1 /M 1 0 5 .7 3 .8 2 .5 4 .3 3 .6 2 .11 /M 1 2 7 .3 4 .5 2 .9 5 .1 3 .6 2 .51 /M 1 6 9 .5 6 .1 3 .8 6 .9 4 .8 3 .32 /M 1 0 1 1 .0 7 .6 4 .9 8 .6 6 .1 4 .12 /M 1 2 1 5 .0 9 .1 5 .8 1 0 .0 7 .2 5 .12 /M 1 6 1 9 .0 1 2 .0 7 .6 1 4 .0 9 .6 6 .6

U p l if t C a p a c i ty , k NU n s e a s o n e d T im b e r S e a s o n e d T im b e r

Bolts J2 J3 J4 JD4 JD5 JD61/M10 11.0 7.6 4.9 8.6 6.1 4.11/M12 15.0 9.1 5.8 10.0 7.2 5.12/M10 23.0 15.0 9.8 17.0 12.0 8.22/M12 29.0 18.0 12.0 20.0 14.0 10.02/M16 38.0 24.0 15.0 28.0 19.0 13.0


Lintel to stud with 75x8 M.S. saddleBeam/Lintel Tie-Down Connections

6 bolt dia.

5 bolt dia.

Bolts J2 J3 J4 JD4 JD5 JD61/M12 22.0 20.0 16.0 20.0 17.0 15.02/M12 43.0 39.0 32.0 39.0 34.0 30.01/M16 38.0 35.0 27.0 35.0 30.0 24.02/M16 76.0 71.0 53.0 71.0 60.0 49.0


Lintel to plate with M.S. flat over lintelBeam/Lintel Tie-Down Connections

Bolts J2 J3 J4 JD4 JD5 JD62/M10 36.0 36.0 36.0 30.0 24.0 18.02/M12 54.0 54.0 52.0 40.0 32.0 24.02/M16 100.0 100.0 92.0 70.0 56.0 42.0


Lintel to stud with 100x8 M.S. saddleBeam/Lintel Tie-Down Connections

Bolts J2 J3 J4 JD4 JD5 JD61/M12 106.0 85.0 55.0 85.0 69.0 55.0


Lintel to stud with 150x90x10mm M.S. angleBeam/Lintel Tie-Down Connections



Lintel to 75x75x4mm SHS stud with 150x90x10mm M.S. angleBeam/Lintel Tie-Down Connections



SmartFRAME Tie-Down Details - Page 1/7

Beam/Lintel Tie-Down Details


Beam/Lintel Tie-Down Details)

Note: Refer to manufacturersrecommendations on minimumedge distances and safety

Cast in bolt.Size as per noted

Bearer or underbattensize as noted

Bolts as specified

150 mm (min.)

M.S. post support

Chemical, expansion or firedproprietory fasteners

25x50 mm batten

Nails as noted

Mininum 40 mmpenetration intoflooring and/or joist

3.05mm dia nails as noted driventhrough plate into joist

100 mm max.

Bolts as noted

Hardened, hammered orfired masonry nails

180 mmmin.

bltwp16

bptj1 bptj2 bptj3 bptj4 bptj5

Note: Refer to manufacturers recommendations onminimum edge distances and safety

btr1 btr2

38x75mm or 38x50mmbatten

Nails as notedNote: 2 screws shall be used only

with 75mm wide batten

btr3

25x50mm batten

1/75 No. 14 Type 17 screw50mm penetration intoreceiving member

btr4

38x75mm or 38x50mmbatten

No.14 Type 17 screws as notedNote: 2 screws shall be used only

with 75mm wide batten

btr5

Framing anchors4/2.8mm dia, nailsto each leg

Bottom plates to floor joists with nails or screwsBottom Plate Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of nails

2 1.3 1.1 0.95 0.68 0.45 0.323 1.9 1.6 1.4 1 0.67 0.48

No. of type 17 screws2 11 8.4 4.8 9 7.2 5.4


Bottom plate to bearer or underbatten with boltsBottom Plate Tie-Down Connections

Bottom plate to slab with masonry nailsBottom Plate Tie-Down Connections

Axial loadin bolt, kN F5 F8 F14 F17

6 70x70 45x70 45x70 35x7010 90x70 70x70 70x70 45x7015 90x70 90x70 70x70 70x7020 120x70 90x70 70x70 70x7030 140x70 120x70 90x70 90x7050 190x70 170x70 140x70 120x70

Underbatten size (depth x breadth), mm

J2 J3 J4 JD4 JD5 JD61 nail 1.0 1.0 1.0 1.0 1.0 1.0


Bottom plate to slab with cast in boltBottom Plate Tie-Down Connections

Bolt J2 J3 J4 JD4 JD5 JD6M10 18.0 18.0 18.0 15.0 12.0 9.0M12 27.0 27.0 26.0 20.0 16.0 12.0


Bottom plate to slab with proprietory fastenersBottom Plate Tie-Down Connections

Note: Refer to manufacturer's specifications.The strength of their proprietary fasteners withrespect to the strength of the fastener in thetimber bottom plate shall be considered


Bolt J2 J3 J4 JD4 JD5 JD6M10 cup-head 16.0 14.0 10.0 10.0 7.0 5.0

M10 18.0 18.0 18.0 15.0 12.0 9.0M12 27.0 27.0 26.0 20.0 16.0 12.0


Post to slab with post stirupBeam/Lintel Tie-Down Connections

Bolts J2 J3 J4 JD4 JD5 JD6Refer to manufacturer's specifications


Batten to rafters with nailsRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Plain shank

1/50 x 2.8mm dia. 0.36 0.30 0.28 0.20 0.13 0.091/65 x 2.8mm dia. 0.58 0.48 0.44 0.32 0.20 0.141/65 x 3.05mm dia. 0.65 0.54 0.48 0.34 0.22 0.161/75 x 3.05mm dia. 0.81 0.68 0.60 0.43 0.28 0.20

Deformed shank1/65 x 3.05mm dia. 1.30 1.10 0.95 0.68 0.45 0.321/75 x 3.05mm dia. 1.60 1.40 0.12 0.85 0.56 0.40


Batten to rafters with nailsRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Plain shank1/75 x 3.05mm dia. 0.61 0.52 0.45 0.32 0.21 0.152/75 x 3.05mm dia. 1.20 1.00 0.90 0.64 0.42 0.30

Deformed shank1/75 x 3.05mm dia. 1.20 1.00 0.90 0.65 0.43 0.302/75 x 3.05mm dia. 2.50 2.10 1.80 1.30 0.86 0.602/75 x 3.75mm dia. 2.80 2.50 2.20 1.70 1.00 0.72


Batten to rafters with screwsRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Screws1/75 No. 14 Type 17 screws 7.40 5.50 3.20 6.00 4.70 3.60


Batten to rafters with screwsRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Screws (length)1/75 No. 14 Type 17 screws 5.70 4.20 2.40 4.50 3.60 2.701/90 No. 14 Type 17 screws 7.40 5.50 3.20 6.00 4.70 3.602/75 No. 14 Type 17 screws 11.00 8.40 4.80 9.00 7.20 5.402/90 No. 14 Type 17 screws 15.00 11.00 6.40 12.00 9.40 7.20


Batten to rafters with framing anchorsRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Framing anchor

1/Framing Anchor 4.90 3.50 2.50 3.50 2.90 2.202/Framing Anchors placed on alt. sides of batten 8.30 5.90 4.20 5.90 4.90 3.70




Bottom Plate Tie-Down Details

Roof Batten Tie-Down Details

Bolts as noted

1/75mm No.14 Type 17screw at each end

30x0.8mm G.I. strapas noted nailed with2.8mm dia. nails

Nails or spikesmay be required

M12 cranked boltthrough bearer withM12 bolt through stump

4 bolt dia.

70 mm (min.)

2 bolt dia. 6 bolt dia.

2/2.8 mmdia. nails

Nails or spikemay be required

5 bolt dia.

Timber post

2/75mm grooved nails

6 mm rod cast intoconcrete stump andbent over at top

30x0.8mm G.I. looped strap(3/2.8mm dia. nails each end for J2 timber)(4/2.8mm dia. nails each end for J3 & JD4 timber)(5/2.8mm dia. nails each end for J4, JD5 & JD6 timber)

Timber post

btr6

30x0.8mm G.I. strapwith 2.8mm dia. nails eachend of strap as noted

btr7 btr8

25x50 batten screwedas noted

25x50mm counter batten

6mm lining

btr9

38x75mm batten19mm lining

btr10

2/75mm grooved nailsas noted

25x75mm counter batten

19mm lining

38x75mm or38x50mm batten

btr11

38x75mm batten19mm lining

30x1.8mm G.I. strap over

Bearer to stump with 6mm rod.

bts1 bts2 bts3

Note: Minimum bearer width = 70mm

bts4 bts5

70 mm (min.)

J2 J3 J4 JD4 JD5 JD61.0 1.0 1.0 1.0 1.0 1.0


Bearer Tie-Down ConnectionsBearer to stump with 6mm rod.Bearer Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6

9.9 7.1 5.0 7.1 5.8 4.4

17.0 12.0 8.4 12.0 9.7 7.4

13.0 9.3 6.6 9.3 7.6 5.8

23.0 17.0 12.0 17.0 14.0 10.02 strap with 6 nails each end


1 strap with 4 nails each end



Bearer to post with boltsBearer Tie-Down Connections

No. of bolts J2 J3 J4 JD4 JD5 JD61/M10 5.7 5.2 3.6 5.2 4.5 3.91/M12 8.1 6.8 4.7 7.1 6.4 52/M10 13 10 7.3 12 11 8.32/M12 17 14 9.4 17 14 102/M16 26 20 14 27 20 13


Bearer to stump with M12 cranked boltBearer Tie-Down Connections

J2 J3 J4 JD4 JD5 JD62.0 2.0 2.0 2.0 2.0 2.0


Bearer to stump with 50x6mm bent MS plateBearer Tie-Down Connections

J2 J3 J4 JD4 JD5 JD62.0 2.0 2.0 2.0 2.0 2.0


Batten to rafters with 30x0.8mm G.I. strapRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of nails each end of strap

3 6.50 4.70 3.30 4.70 3.80 2.904 8.30 5.90 4.20 5.90 4.90 3.70


Batten to rafters with 30x0.8mm G.I. looped strapRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6As per detail 13 13 13 13 13 13


Batten to rafters with screw through counter batten & 6mm liningRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. 14 Type 17 Screw (length)

1/90mm long 4.90 3.60 2.10 3.90 3.10 2.401/100mm long 6.40 4.80 2.70 5.10 4.00 3.10


Batten to rafters with screw through 19mm liningRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. 14 Type 17 Screw (length)1/100mm long 6.40 4.80 2.70 5.10 4.00 3.10


Batten to rafters with screw through counter batten & 19mm liningRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Deformed shank nails

2/3.06 mm 2.50 2.10 1.80 1.30 0.86 0.602/3.75 mm 2.80 2.50 2.20 1.70 1.00 0.72


Batten to rafters with 30x1.8mm G.I. strapRoof Batten Tie-Down Connections

J2 J3 J4 JD4 JD5 JD61/75 No. 14 Type 17 Screws at each end 15.00 11.00 6.40 12.00 9.40 7.20


50x6 mm bent M.S platewith 2/M12 bolts tostump as noted

Nail or spikemay be required




Bearer Tie-Down Details

Bolts or coachscrews as noted

75x10 mm M.S.plate 4 mm CFW

5 bolt dia.

Timber post

4/3.75 dia. nailsor 5/3.33 dia. nails

Timber post

Bolts or 100mmlong coach screwsas noted

M12 bolt (min.)

Boltas noted

50x6mm M.S. plate

5 bolt dia.

M10x50 mm coach screwor bolt

6 bolt dia.

5 bolt dia.

Option: 50x4mmM.S bar tied tofooting

M10 bolt tied to footingor M.S bar

Bolt as noted

500 mm for M10& M12

600 mm for M16M.S angle

bts6 bts7 bts8

Bolt as noted

M.S. Column

75x8 mm M.Sfishtail plate

4 bolt dia.

6 bolt dia.

4 bolt dia.

5 bolt dia.

2 bolt dia.

500mm for M10 & M12600mm for M16 & M20

bts9 bts10

M12 bolt

50x6mm bentM.S. plate

Bolts or 100mmlong coach screwsas noted

Timber post

Bolt tied to footing

Nominalnailing

30 x 0.8 mm strapwith 3/2.8 mm dianails each end as noted

300 mm

50x6 mm plate

Bolts as noted

2 bolt dia.

Bolts as noted

Note: For two looped straps, design strengthmay be multiplied by 2.0

Note: Joist to be 45 mm minimum width

bts11 bts12 bts13

Minimum 75 mm longskew nails as noted

Bolt as noted

75 x 6 mmMS stirrup

50mm max.

jtb1 jtb2

Nails required for each end of looped strap:3/2.8 mm dia. for J24/2.8 mm dia. for J3 & JD45/2.8 mm dia. for J4, JD5 & JD6

Nominalnailing

M10 cupt-head bolt

Framing anchorsas noted.4/2.8 mm dia nailsin each leg.

jtb3 jtb4 jtb5

Bearer to stump with MS angleBearer Tie-Down Connections

J2 J3 J4 JD4 JD5 JD65.5 3.1 1.6 3.2 1.8 1.0


Bearer to stump with boltBearer Tie-Down Connections

Bearer to stump/column with bolts or screwsBearer Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of bolts

1/M10 18 18 18 15 12 91/M12 27 27 26 20 16 122/M10 36 36 36 30 24 182/M12 54 54 52 40 32 24

No. of coach screws (75mm min.)1/M10 7.5 5.5 3.7 4.7 3.6 2.61/M12 8.2 6 4 5 4.2 32/M10 15 11 7.4 9.4 7.2 5.22/M12 16 12 8 10 8.4 6


Bearer to stump with 75x8mm M.S fishtail plateBearer Tie-Down Connections

20x3 mm filletweld both sides

Bearer to stump with M12 bolt & MS plateBearer Tie-Down Connections

J 2 J 3 J 4 J D 4 J D 5 J D 6N o . o f b o lts

1 /M 1 0 9 .1 8 .3 6 .6 8 .3 7 .3 6 .21 /M 1 2 1 3 1 2 9 .5 1 2 1 0 9 .12 /M 1 0 1 8 1 7 1 3 1 7 1 5 1 22 /M 1 2 2 6 2 4 1 9 2 0 1 6 1 22 /M 1 6 2 7 2 7 2 6 2 0 1 6 1 2

N o . o f c o a c h s c re w s 1 /M 1 0 9 .1 8 .3 6 .6 8 .3 7 .3 5 .11 /M 1 2 1 3 1 2 7 .9 1 2 8 .5 6 .32 /M 1 0 1 8 1 7 1 3 1 7 1 5 1 02 /M 1 2 2 6 2 4 1 6 2 0 1 6 1 22 /M 1 6 2 7 2 7 2 1 2 0 1 6 1 2

U p lift C a p a c ity , k NU n s e a s o n e d T im b e r S e a s o n e d T im b e r

Bearer to stump with 50x12mm bent MS plateBearer Tie-Down Connections

J 2 J 3 J 4 J D 4 J D 5 J D 6N o . o f b o lts

1 /M 1 0 9 .1 8 .3 6 .6 8 .3 7 .3 6 .21 /M 1 2 1 3 1 2 9 .5 1 2 1 0 9 .12 /M 1 0 1 8 1 7 1 3 1 7 1 5 1 22 /M 1 2 2 6 2 4 1 9 2 0 1 6 1 22 /M 1 6 2 7 2 7 2 6 2 0 1 6 1 2

N o . o f c o a c h s c re w s 1 /M 1 0 9 .1 8 .3 6 .6 8 .3 7 .3 5 .11 /M 1 2 1 3 1 2 7 .9 1 2 8 .5 6 .32 /M 1 0 1 8 1 7 1 3 1 7 1 5 1 02 /M 1 2 2 6 2 4 1 6 2 0 1 6 1 22 /M 1 6 2 7 2 7 2 1 2 0 1 6 1 2

U p lift C a p a c ity , k NU n s e a s o n e d T im b e r S e a s o n e d T im b e r

Bearer to post with 50x6 plate on either side of bearerBearer Tie-Down Connections

Bearer to stump with 75x6mm MS stirrupBearer Tie-Down Connections

Joists to bearers or top plates with skew nailsFloor Joist Tie-Down Connections

Joists to bearers or top plates with strapFloor Joist Tie-Down Connections

Bolt size J2 J3 J4 JD4 JD5 JD6M10 18 18 18 15 12 9M12 27 27 26 20 16 12M16 50 50 46 35 28 21


Bolts J2 J3 J4 JD4 JD5 JD61/M10 7.7 6.2 4.4 7.9 6.3 51/M12 10 8.2 5.7 10 8.3 61/M16 16 12 8.6 16 12 82/M10 15 12 8.8 16 13 9.92/M12 21 16 11 21 17 122/M16 32 24 17 32 24 16


No. of bolts J2 J3 J4 JD4 JD5 JD62/M10 31 20 13 20 14 9.82/M12 36 23 15 24 17 122/M16 49 31 20 33 23 16


No. of bolts J2 J3 J4 JD4 JD5 JD61/M10 14 9.8 6.3 10 7.3 4.91/M12 18 12 7.5 12 8.7 6.11/M16 24 16 9.8 17 12 8


No. of nails J2 J3 J4 JD4 JD5 JD62 1.5 1.2 1.1 0.77 0.5 0.363 2.2 1.8 1.6 1.1 0.75 0.554 3 2.4 2.2 1.5 1 0.72

*Glue-coated or deformed shank machine-driven nails shall be used

Unseasoned Timber Seasoned TimberUplift Capacity, kN

No. of straps J2 J3 J4 JD4 JD5 JD61 6.5 4.7 3.3 4.7 3.8 2.92 12 8.4 5.9 8.4 6.9 5.2


Joists to bearers or top plates with looped strapFloor Joist Tie-Down Connections

J2 J3 J4 JD4 JD5 JD613 13 13 13 13 13


Joists to bearers or top plates with framing anchorsFloor Joist Tie-Down Connections

No. of framing anchors J2 J3 J4 JD4 JD5 JD61 4.9 3.5 2.5 3.5 2.9 2.22 8.3 5.9 4.2 5.9 4.9 3.73 12 8.4 5.9 8.4 6.9 5.24 15 11 7.7 11 8.9 6.8


Joists to bearers or top plates with bolt throughFloor Joist Tie-Down Connections

Bolt J2 J3 J4 JD4 JD5 JD61/M10 16.0 14.0 10.0 10.0 7.0 5.0





Floor Joist Tie-Down Details

5 bolt dia.

Note: Minimum roof batten size -Up to F7 - 35x70mmF8 or better - 38x50mm

50x50x5 mm M.S anglewith bolts or screw eachend as noted.

4 bolt dia.

jtb6

Framing anchors as noted,4/2.8mm dia. nails each endof each anchor

50x1.8mmG.I. strap

30x0.8mm G.I. strap as noted4/2.8mm dia. nails each end

75mm No.14 Type 17screw each side of rafter

30x0.8mm G.I.strap, 4/2.8mm dia.nails each end

Rafter thickness35mm minimum.

450mm 38mm

50x50x5mm MS anglewith bolts or Type 17 screwseach end as per noted

125x75x6mmMS angle bracketone side

1/M12 bolt or1/M10 bolt or12mm dia. coach screw(75mm min. penetrationinto roof beam)

G.I. joist hanger with4 wings and 2.8 mm dia.nails through each wingas per noted

M10 cuthead boltadjacent or through rafter

30x0.8mm G.I looped strapas per table

30x0.8mm G.I. strap as noted4/2.8mm dia. nails each end.

Nails required for eachend of looped strap:3/2.8mm x for J24/2.8mm x for J3, JD45/2.8mm x for J4, JD5, JD6

75mmBolts as noted

100x12mm dia. coachscrew or 1/M10 bolt

rtb1 rtb2 rtb3

450mm

rtb4

450mm

rtb5

50mm

75mm

2/M16 bolts through150 x 90 x 8mmangle bracket oneside of rafter

M12 bolt

rtb6

M.S. plate bent to shape200x38x6mm

50x10mm dia. coach screws

rtb7 rtb8 rtb9 rtb10

75x50x5mm MS anglewith 1/M10 bolt or 40mmNo.14 Type 17 screws torafter as noted


50mm No.14 Type 17screws to beamas per noted

Joists to bearers with MS angle & bolts or screwsFloor Joist Tie-Down Connections


2/M10 14.0 9.2 5.9 10.0 7.3 4.92/M12 18.0 11.0 7.0 12.0 8.7 6.1

No. of coach screws2/M10 7.0 4.6 3.0 5.0 3.6 2.5


Joists to bearer with hangerFloor Joist Tie-Down Connections

jtb7

No. of nails per wing J2 J3 J4 JD4 JD5 JD63 6.5 4.7 3.3 4.7 3.8 2.94 8.3 5.9 4.2 5.9 4.9 3.75 9.9 7.1 5.0 7.1 5.8 4.46 12.0 8.4 5.9 8.4 6.9 5.2


Rafter to beams with framing anchorsRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of framing anchors

1 4.9 3.5 2.5 3.5 2.9 2.22 8.3 5.9 4.2 5.9 4.9 3.74 15.0 11.0 7.7 11.0 9.0 6.8


Rafter to beams with G.I. strapRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of 30x0.8mm G.I. strap with 4/2.8mm dia. nails each end

1 8.3 5.9 4.2 5.9 4.9 3.72 15.0 11.0 7.7 11.0 9.0 6.8


Rafter to beams with looped G.I. strapRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of 30x0.8mm G.I. looped strap

1 13.0 13.0 13.0 13.0 13.0 13.02 25.0 25.0 25.0 25.0 25.0 25.0


Rafter to beams with bolt through batten, rafter & beamRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of M10 cuphead bolt

1 16.0 14.0 10.0 10.0 7.0 5.0


Rafter to beams with 120x75x6mm M.S. angle bracketRafter Tie-Down Connections


2/M10 14.0 9.2 5.9 8.8 7.2 4.92/M12 14.0 11.0 7.0 8.8 7.2 5.1


Rafter to beams with 150x90x8mm M.S. angle bracketRafter Tie-Down Connections


2/M16 23.0 15.0 9.2 17.0 12.0 8.0


Rafter to beams with bolt through rafter & beamRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of 12mm dia. coach screw

1 11.0 7.9 5.2 6.6 5.4 3.8No. of bolts1/M10 bolt 18.0 18.0 18.0 15.0 12.0 9.01/M12 bolt 27.0 27.0 26.0 20.0 16.0 12.0


Rafter to beams with 50x1.8mm G.I. strapRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of 75mm no. 14 Type 17 screw each side1 / each side 14.0 11.0 6.4 8.0 5.2 3.6


Rafter to beams with 50x50x5mm M.S. angleRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of 40mm No.14 screws

2 12.0 8.3 5.9 8.3 5.9 4.3No. of bolts2/M10 bolts 14.0 9.2 5.9 10.0 7.3 4.92/M12 bolts 18.0 11.0 7.0 12.0 8.7 6.1




1/M10 bolt 7.2 4.6 2.9 5.1 3.6 2.5No. of 14 Type 17 screw

1 5.8 4.2 2.9 4.2 2.9 2.12 12.0 8.3 5.6 8.3 5.9 4.3



Floor Joist Tie-Down Details

Rafter Tie-Down Details


Note: Minimum roof batten size- Up to F7 - 35x70mm- F8 or better - 38x50mm

38x5mm MS plate Ceilinglining

M12 coach screw100mm long

4/75mm long skewnails to each rafter

Note: Pre-drill if splitting occurs

75mm min.

M10 coach screws50mm long

rtb11

75x50x5mm MS anglewith bolts into rafter andbeam as per noted


Beam shall be a minimum of 70mm thick for M16 bolts

rtb12

25mm min.


Rafter

30x0.8mm G.I.strap 6/2.8mm dia.nails each end

35mm min.

3.05mm dia. nails,No.14 Type 17 screws,or M10 coach screwsas per noted.

5d

d = diameter of fixing

M12 Rod

70mm min.

5d

5d

75mm min.

Bolt or 30x0.8mmG.I. looped strapas noted, tied downto floor frame viainternal walls orexternal wallsat gable ends.

75x38mm tie with3/75x3.05mm dia.nails each end

rtb13 rtb14 rtb15


Rafter

30x0.8mm G.I.strap 6/2.8mm dia.nails each end

rth1

Bolt weldedto 50x6mmbent MS flatwith 50x4mm FW

rtr1

2/75x38mm tie with3/75x3.05mm dia.nails each end

rtr3rtr2

Note: For N1 & N2 Wind speed, a metal ridge cap screwed downwith No. 14 Type 17 screws at max. 450mm centres maybe use in lieu of the G.I. strap over the rafters

Note: The uplift capacities given in this item are applicableto the joint, not individual nails.

30x0.8mm G.I. strapwith 6/2.8mm dia. nailseach end (8 nails eachend for JD5 timber)

Nails required each end oflooped strap:J2 - 3/2.8mm dia.J3 & JD4 - 4/2.8mm dia.J4, JD5 & JD6 - 5/2.8mm dia.

2/75mm skew nailsas per noted

Cuphead bolt

a

100mm (max.)

rtr4

30x0.8mm G.I. strapwith 6/2.8mm dia. nailseach end (8 nails eachend for JD5 timber)

30x0.8mm G.I. strap under ridgewith 4/2.8mm dia nails each end

30x0.8mm G.I. looped strap underridge with 4/2.8mm dia. nails each end

rtwf1 rtwf2

Framing anchor as per noted4/2.8mm dia. nails to each end

rtwf3

30x0.8mm G.I. strapas noted

rtwf4

30x0.8mm G.I. strapas noted

rtwf5

Rafter to wall frame with skew nailsRafter/Truss Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Hand-driven nail dia.

3.15 0.97 0.82 0.71 0.51 0.34 0.243.75 1.10 0.97 0.87 0.66 0.40 0.29

Glue-coated or deformed shank machine-driven nail dia.3.05 1.50 1.20 1.10 0.77 0.50 0.363.33 1.70 1.50 1.30 0.99 0.60 0.43


Rafter to wall frame with framing anchorRafter/Truss Tie-Down Connections

No. of anchors J2 J3 J4 JD4 JD5 JD61 4.9 3.5 2.5 3.5 2.9 2.22 8.3 5.9 4.2 5.9 4.9 3.7


Rafter to wall frame with G.I strapRafter/Truss Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of straps with 2/2.8 dia nails each end

1 4.9 3.5 2.5 3.5 2.9 2.22 8.3 5.9 4.2 5.9 4.9 3.7

No. of straps with 3/2.8dia nails each end1 6.5 4.7 3.3 4.7 3.8 2.92 12.0 8.4 5.9 8.4 6.9 5.2


Rafter to wall frame with looped G.I strapRafter/Truss Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of looped straps

1 13 13 13 13 13 132 25 25 25 25 25 25


Rafter to wall frame with bolt through top plate & timber battenRafter/Truss Tie-Down Connections

Bolt J2 J3 J4 JD4 JD5 JD61/M10 16 14 10 10 7 5




1/M8 bolt 5.2 3.6 2.2 4.0 2.9 2.01/M10 bolt 7.2 4.6 2.9 5.1 3.6 2.51/M12 bolt 8.8 5.5 3.5 6.1 4.3 3.01/M16 bolt 11.0 7.3 4.6 8.3 5.7 4.0


Rafter to beam with M.S. plateRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6As per detail 14 11 7 8.8 7.2 5.1


Rafter to beams with nails/screwsRafter Tie-Down Connections

J2 J3 J4 JD 4 J D 5 JD 6N o . o f 3 .05m m d ia . N ails

2 1.50 1 .1 0 0.77 1 .1 0 0.90 0.663 2.30 1 .6 0 1.20 1 .6 0 1.40 0.994 3.00 2 .2 0 1.50 2 .2 0 2.00 1.30

N o . o f T yp e 17 s crew s2/No 14 5.8 4.2 2.9 4.2 2.9 2 .23/No 14 8.7 6.2 4.4 6.2 4.4 3 .24/No 14 12.0 8.3 5.9 8.3 5.9 4 .3

N o . o f co ac h s crew s2/M 10 8.2 5.2 3.3 5.8 4.1 2 .83/M 10 12.0 7.8 5.0 8.8 6.2 4 .2

U plift C ap a city , kNU n se aso n ed T im be r S easo n e d T im b er

Rafter to beam with 30x0.8mm G.I. strap & nailsRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of 3.05mm dia. Nails

4 3.00 2.20 1.50 2.20 2.00 1.30


Rafter to beam with 30x0.8mm G.I. strap & M12 rodRafter Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of M12 rod

1/M12 rod 9.00 5.50 3.50 6.00 4.30 3.10


Ridgeboards and hip rafters to wallsRidgeboard & Hip Rafter Tie-Down Connections

Rafters to rafters at ridge with single collar tieRafters to Rafters At Ridge Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6As per detail 7 5 3.6 5 4.2 3.1


Rafters to rafters at ridge with strapRafters to Rafters At Ridge Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6As per detail 9.8 7 5 7 5.8 4.4


Rafters to rafters at ridge with double collar tieRafters to Rafters At Ridge Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6As per detail 14 10 7.2 10 8.4 6.2


Rafters to rafters at ridge with G.I. looped strapRafters to Rafters At Ridge Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6As per detail 13 13 10 13 11.6 8.8


J2 J3 J4 JD4 JD5 JD6No. of looped strap1 looped strap 13.0 13.0 13.0 13.0 13.0 13.02 looped straps 25.0 25.0 25.0 25.0 25.0 25.0No. of bolts

1/M10 bolt 18.0 18.0 18.0 15.0 12.0 9.01/M12 bolt 27.0 27.0 26.0 20.0 16.0 12.0




Ridgeboard & Hip Rafter Tie-Down Details

Rafter/Truss Tie-Down Details

Note: Top plate to be tied-down to floor frame

Bolts as noted

Underpurlin strapped totop plate or strutting beamas noted

Alternative positionof tie-down strap

Strutting beam strappedor bolted as noted

Rafter

rtwf6

Note: Where bolts are connected to top plate, the top plate shall be designed for uplift

100 mm max.

Rafter

Bolt as noted

Top Plate

PFC

rtwf7

Rafter

Bolt as noted

Top Plate

MS Plate:75x10mm for M1075x12mm for M12

25 mm max.

stp1

40mm min.penetration

2 through nails asnoted into end grain


stp2




stp3




stp4

30x0.8 G.I. Strap2.8mm dia. nailseach end as noted

a

a

Note: a = 100mm orlonger to preventsplitting for no.of nails used.

stp5

Framing anchoras noted.4/2.8mm dia nailsto each leg


No. 14 Type 17screws as noted

stp6

uptb1

Nails required for each end of looped strap:3/2.8mm dia. for J24/2.8mm dia. for J3 and JD45/2.8mm dia. for J4, JD5 & JD6

Studs to top/bottom plates with nailsWall Frame Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Hand-driven nail dia.2/3.15 0.32 0.27 0.24 0.17 0.11 0.082/3.75 0.37 0.32 0.29 0.22 0.13 0.10

Glue-coated or deformed shank machine-driven nail dia.2/3.05 0.48 0.41 0.36 0.26 0.17 0.122/3.33 0.56 0.48 0.43 0.33 0.20 0.14










Studs to top/bottom plates with strapsWall Frame Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6No. of nails

2 4.90 3.50 2.50 3.50 2.90 2.203 6.50 4.70 3.30 4.70 3.80 2.904 8.30 5.90 4.20 5.90 4.90 3.705 12.00 8.40 5.90 8.40 6.90 5.20


Studs to top/bottom plates with screwsWall Frame Tie-Down Connections

No. of No. ofscrews anchors J2 J3 J4 JD4 JD5 JD61/75mm 1 4.90 3.50 2.50 3.50 2.90 2.202/75mm 2 8.30 5.90 4.20 5.90 4.90 3.70


Studs to top/bottom plates with cyclone rodsWall Frame Tie-Down Connections

Bolt J2 J3 J4 JD4 JD5 JD6M10 18.0 18.0 18.0 15.0 15.0 9.0M12 27.0 27.0 26.0 20.0 16.0 12.0M12 50.0 50.0 46.0 35.0 28.0 21.0


Rafter to wall frame with bolt through top plate & PFC battenRafter/Truss Tie-Down Connections

No. of bolts J2 J3 J4 JD4 JD5 JD61/M10 18 18 18 15 12 91/M12 27 27 26 20 16 121/M16 50 50 46 35 28 212/M10 36 36 36 30 24 182/M12 54 54 52 40 32 24


Rafter to wall frame with bolt through top plate & M.S. plateRafter/Truss Tie-Down Connections

No. of bolts J2 J3 J4 JD4 JD5 JD62/M10 36 36 36 30 24 182/M12 54 54 52 40 32 24


Underpurlins to strutting beams/wallsUnderpurlin Tie-Down Connections

J2 J3 J4 JD4 JD5 JD6Looped straps or bolts

1 looped strap 13 13 13 13 13 132 looped straps 25 25 25 25 25 25

1/M10 bolt 18 18 18 15 12 91/M12 bolt 27 27 26 20 16 12



Rafter/Truss Tie-Down Details

Wall Frame Tie-Down Details

Wall Frame Tie-Down Details

Documents

SmartFrame Connection Details