Span TableS & Technical Guide

woodhouse-weatherproof.com.au

2

Contents

Mr Jason HansenWoodhouse Timber CompanyPO Box 487Mt Ommaney QLD 4074

�e WOODHOUSE WEATHERPROOF SPAN TABLES attached for – F7 grade timber structural �nger jointed members and GL8 members have been examined and are considered to be structurally satisfactory and able to meet the requirements ofAS 1170 Parts 1 and 2 – 2002 Design Actions.All timber is to be LOSP treated to standard H3 and graded to AS 1720.2-2006with �nger jointing to meet the requirements of AS 5068-2006 and AS 5069-2006.A maximum roof pitch of 25 degrees is assumed.

Construction details should be in accordance with AS 1684 Residential Timber Framed Construction.

All construction methods shall meet the requirements of the relevant Workplace Health and Safety Authorities.

P.J. Falvey. P.P.E.Q. 579

19th September, 2006

Peter FalveyB.E.,M.I.E.Aust., C.P.Eng., R.P.E.Q. (579)Wongawallen Road, (PO Box 31)Eagle Heights QLD 4271 AustraliaABN 80 009 751 704

Woodhouse Weatherproof® Specifications

The Product 3

The Pink Primer System 5

H3 LOSP Preservation System 5

Building with Woodhouse Weatherproof®

Prior to Installation 6

Installation 6

Product Handling and Offcuts Disposal 6

Painting 7

Technical Data: Finger Joints and Adhesives 8

Product Identification 10

Span Tables

F7 Rafters – 30mm 11

F7 Rafters – 42mm 14

Verandah Beams F7 – 42mm – Sheet Roof 17

Verandah Beams F7 – 42mm – Tile Roof 20

Verandah Beams GL8 – Sheet Roof 21

Verandah Beams GL8 – Tile Roof 24

Ridge Beams F7 – 42mm – Sheet Roof 25

Ridge Beams F7 – 42mm – Tile Roof 28

Internal Floor Joists F7 – 42mm 30

Deck Joists F7 – 42mm 31

Deck Bearers F7 32

Deck Bearers GL8 32

Technical Diagrams – Verandah Beams 33

Technical Diagrams – Ridge Beams 34

Technical Diagrams – Rafters and Battens 35

Technical Diagrams – Internal Floor Joists / Deck Joists / Deck Bearers 35

3

Proof in design... Proof in construction...

Proof over time...

Mr Jason HansenWoodhouse Timber CompanyPO Box 487Mt Ommaney QLD 4074

�e WOODHOUSE WEATHERPROOF SPAN TABLES attached for – F7 grade timber structural �nger jointed members and GL8 members have been examined and are considered to be structurally satisfactory and able to meet the requirements ofAS 1170 Parts 1 and 2 – 2002 Design Actions.All timber is to be LOSP treated to standard H3 and graded to AS 1720.2-2006with �nger jointing to meet the requirements of AS 5068-2006 and AS 5069-2006.A maximum roof pitch of 25 degrees is assumed.

Construction details should be in accordance with AS 1684 Residential Timber Framed Construction.

All construction methods shall meet the requirements of the relevant Workplace Health and Safety Authorities.

P.J. Falvey. P.P.E.Q. 579

19th September, 2006

Peter FalveyB.E.,M.I.E.Aust., C.P.Eng., R.P.E.Q. (579)Wongawallen Road, (PO Box 31)Eagle Heights QLD 4271 AustraliaABN 80 009 751 704

Woodhouse Weatherproof® SpecificationsThe ProductWoodhouse Weatherproof® is a range of eco-friendly, timber building products manufactured for outdoor use in all structural and decorative applications. Supplied with a genuine Architectural Pink Primer, every Weatherproof product is ready for installation and final topcoating. Manufactured by finger jointing defect-free, 100% New Zealand radiata pine, all Woodhouse Weatherproof® is available in a range of lengths and profiles to service current building practices and designs.

Chemically treated using an organic H3 LOSP preservative for resistance against termite and fungal attack, the Weatherproof range is a ready to use building product intended for use in Australia’s toughest conditions. When installed and maintained according to correct building practices, Woodhouse Weatherproof® offers a long term building solution for all outdoor construction.

4

* Refer to the ‘Technical Data – Finger Joints and Adhesives Compliance’ specification on www.woodhouse-weatherproof.com.au for the relevant Australian Standard details.

a consumer guide to finger-jointingQuality finger-jointed New Zealand pine products are produced to customer requirements in a range of sizes and grades.New Zealand pine is a softwood species that is excellent for finger-jointing. The colour is uniform and it machines well, producing smooth, clean cuts with a minimum of crushing or splintering. That means wear on machine cutter knives is low and high production rates can be achieved.

Product typesFinger-jointed products are made for two main market segments; • Structural

• Appearance

StructuralThe joints of structural wood products are designed to have high tensile strengths. Finger-jointing provides greater stability than single, large dimension lumber pieces which may be prone to distortion. The structural joints for New Zealand pine use finger lengths of 6mm through to 25mm. Adhesives used in structural jointing, such as phenol resorcinol and melamine urea-based glues, meet strict exterior and exposure tests.

Exterior: Posts/Beams (window or door lintels) /Glulam - large span as lintels, curved beams & rafters, columns & portal frames, curved shapes & domes, arches, structural flooring/Pergola/Dressed structural boards for general purpose applications.

AppearanceNew Zealand manufacturers produce products with a high quality finish for high value end uses – with high timber yields.Exterior: Weatherboards/Fascia/Handrails/Balustrades/Stairs/ Door jambs/Decking & deck moulding/Quads/Scotias/Dressed boards for general purpose application.Interior: Skirting and architraves (mouldings)/Window, door & stair mouldings/Window reveals/Door jambs/Wall paneling/ Stair components/Edge glue panels/Shelving/Quads/Scotias/ Dressed for general purpose applications.

Laminating New Zealand pine takes glue easily, extending the range of possibilities for lamination, from structural uses to high value furniture and interior fittings. Laminated products include edge and face laminated products including laminated structural posts and beams.

pinenz benefits

for more info visit...

simply the best

What makes it special? It just ticks all the boxes.

Australian standards compliant

Cost-effective

Stable and durable

Flexible lengths

Easy to work with

Looks good

Paints well

Minimal maintenance

Sustainable plantation timber

Quality certifiedYou want quality pine products – so look out for our new Pinenz Quality Mark.

The quality of New Zealand pine products starts with world-class research to ensure log quality through genetic selection to grow durable timber of uniform density with excellent machining and fi nishing properties.

The Pinenz mark for fi nger-jointed or laminated pine products, both treated primed and interior fi nishings, is for use only by manufacturers whose products meet the high standards set by the New Zealand Pine Manufacturers Association.• Quality is assessed independently by AsureQuality – one of Australasia’s most trusted quality assurance organisations. AsureQuality carry out a thorough process before they approve a manufacturer to use the Pinenz mark.

• AsureQuality’s comprehensive audit process will cover everything • AsureQuality’s comprehensive audit process will cover everything •

from adhesive handling and application, to equipment calibration, to documentation of jointing procedures, to product storage. AsureQuality make sure we meet the high standards we promise our Aussie customers.

• The Pinenz mark is applied only to products manufactured from • The Pinenz mark is applied only to products manufactured from •

timber sourced from New Zealand’s sustainably managed forests. That’s a green plus.

• When you buy timber bearing the Pinenz mark you can also be assured that the product has been manufactured right next door by people who’ve been serving customers in Australia for generations.

So look out for the Pinenz marked products next time you buy fi nger-jointed or laminated pine. Pinenz = Quality. Quality = Peace of mind.

about pinenz

for more info visit...

the science of quality

quality by association

The New Zealand Pine Manufacturers Association supports and manages the Pinenz Quality Mark. Our members range from small specialist companies to large manufacturers.

Our New Zealand manufacturers have their systems and service fi ne-tuned for Australian needs. When it comes to timber, we speak your language – similar certifi cation and regulatory requirements, and similar consumers wanting quality timber from sustainable sources. We’re compliant to Australian building standards and we’re right next door.

shared quality

The Pinenz Quality Mark will be independently certifi ed by AsureQuality Limited, through a process accredited by JAS-ANZ – the government-appointed accreditation body for Australia and New Zealand responsible for accrediting conformity assessment bodies. AsureQuality are the only organisation operating in Australasia that is accredited by JAS-ANZ to audit solid wood products.

quality assured

Woodhouse Weatherproof® Pink Plastic Wrap

The PINENZ program was established as a unique quality assurance program characterised by established benchmarks on product performance and quality for the manufacture of New Zealand Finger Jointed Radiata Pine Products. The PINENZ program is accredited by JAS-ANZ and audited by AsureQuality – one of Australasia’s most trusted quality assurance organisations – and all suppliers participating in the program must meet specific criteria and standards to be awarded the PINE NZ Quality Mark. This program lends further strength to the Woodhouse Weatherproof® range of products and gives us the confidence that the Primed LOSP H3 Radiata Products we supply to the market, are the best we can deliver. All products supplied under this program will be endorsed with the PINE NZ Qualmark logo# which will be visible on the Woodhouse Weatherproof packaging.

Contact Woodhouse BEFORE PAINTING for details on the Taubmans coating system guarantee and the recommended Taubmans topcoats.

5

Proof in design... Proof in construction...

Proof over time...

The Pink Primer SystemAll Woodhouse Weatherproof® products are supplied with a factory-applied, genuine pink primer that represents the latest in PPG paint technology. An evolution in priming systems, the Weatherproof Pink Primer is a premium coating with superior UV resistance and forms a stable foundation for final topcoat application.

To achieve an optimum finish, apply 2 coatings of quality paint according to the topcoat manufacturer’s instructions. Lighter colours are the best choice for the final topcoats with dark colours having the potential of resin bleed and surface cracking problems due to their increased propensity to attract heat. Consult your paint retailer for advice on colour selection for your application.

The Woodhouse Timber Company recommends Taubmans premium external topcoats when painting all products in the Woodhouse Weatherproof® range. Refer to the Taubmans Specif-I website at www.specif-i.com.au (search under Substrate on the Specifications menu for Woodhouse Weatherproof® Pink Primed Pine) for advice on final finishing and topcoat selection. Taubmans provides warranties on its premium external topcoats listed on the Specif-i website. Information about these warranties is available to customers on Taubmans product packaging.

^ This trademark is owned by PPG Industries Ohio, Inc.

H3 LOSP Preservation SystemThe complete range of Woodhouse Weatherproof® products are H3 LOSP (Light Organic Solvent Preservative) treated to be resistant against termite and fungal attack. The LOSP preservation process ensures the original dimensions and strength of each Weatherproof product are sustained through and following installation.

The organo-biocide LOSP preservative used in the treatment process is a combination of azole fungicides to resist against decay, and permethrin insecticide to protect from termite attack and other wood boring insects.

For any cut ends, coat with a preservative resealer followed by a quality primer to effectively repair the treatment envelope. Finish and maintain all Weatherproof products according to the Painting recommendations outlined in this guide.

^

external trim

Fascia & Barge Boards

deck construction

Wall claddingPergolas & gazeBos

door JamBs

Handrails & Balustrades

screening & Fencing

6

building with Woodhouse Weatherproof®

Prior to InstallationEnsure that all Weatherproof products are stored in a dry environment prior to installation and supported every 600mm while on site.

InstallationThe relevant sections of the Building Code of Australia are to be used as guidelines for the correct installation and application of the Woodhouse Weatherproof® range of products. The LOSP treatments used in the Weatherproof range are non-corrosive with conventional fixings that have been classified as hot dipped galvanised.

Product Handling and Offcuts DisposalEnsure that all Woodhouse Weatherproof® products are kept dry and away from moisture prior to installation to minimise the potential of on-site degrade. When cutting, drilling or profiling any products in the Weatherproof range, wear personal protective equipment including gloves, mask and goggles.

All Weatherproof off-cuts or shavings should not be incinerated or burnt in open fires or barbecues; or used in gardens; or landscaping. Direct all unusable material towards normal household or building site waste disposal.

STEP 3:Fill any defects or nail holes with wood putty. Sand to an even finish and spot prime to all affected areas.

STEP 5:To achieve the best performance of your Woodhouse Weatherproof® product, maintain the finishing coat system as per the topcoat manufacturer’s instructions, re-applying as directed or as needed.

STEP 1:Ensure that the primed timber is free from any dirt, oil or any other surface contaminants. Remove thoroughly by wiping clean or lightly sanding.

STEP 2:Optimum performance of any Woodhouse Weatherproof® product is achieved when the finishing topcoats are applied within 8 weeks of installation. If the primer appears to, or becomes chalky or loose, lightly sand these areas as required and re-prime with a premium quality primer. Seal any cut ends prior to installation with a preservative end sealer as required, followed by a quality primer to ensure the treatment envelope is resealed.

STEP 4:Apply 2 topcoats of either quality acrylic or solvent based paint to the prepared product.

For further information on topcoat recommendations contact Woodhouse or visit www.woodhouse-weatherproof.com.au.

7

Proof in design... Proof in construction...

Proof over time...

Technical Data For Weatherproof specifications and Spantable downloads go to www.woodhouse-weatherproof.com.au or contact your account manager.

PaintingWoodhouse Weatherproof® has been factory coated with a high quality solvent (alkyd) primer and is ready for the final painting. It is NOT necessary to fully sand or remove the Pink Primer from any profiles in the Weatherproof range.

Follow the recommended painting guidelines below to ensure the best performance from the Woodhouse Weatherproof® range during and after installation.

SERVICE CLASS 1Service Class 1 shall be characterized by a material moisture content corresponding to a temperature of 20°C and a relative humidity of the surrounding air only exceeding 65% for a few weeks per year.

NOTE: In Service Class 1 the average equilibrium moisture content in most softwoods will not exceed 12%.

SERVICE CLASS 2Service Class 2 shall be characterized by a material moisture content corresponding to a temperature of 20°C and a relative humidity of the surrounding air only exceeding 85% for a few weeks per year.

NOTE: In Service Class 2 the average equilibrium moisture content in most softwoods will not exceed 20%.

SERVICE CLASS 3Service Class 3 shall be characterized by climatic conditions leading to higher moisture contents than Service Class 2, or where timber is directly exposed to sun and/or rain.

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Technical DataAustralian Standards Compliance: Finger Joints and AdhesivesAll Woodhouse Weatherproof® is manufactured to comply with the relevant Australian Standard for Structural Exterior Products listed below:

AS 5068-2006: Timber – Finger Joints in Structural Products – Production requirements (Superseded: AS/NZS 1491:1996)

AS/NZS 1328 – 1996: Glued laminated structural timber - Performance requirements and minimum production requirements

Whilst the standards are voluntary and compliance is up to the individual manufacturer, all products should be fit for the purpose they were intended and supplied to the market accordingly. All manufacturers of the Woodhouse Weatherproof® range comply with the necessary guidelines stipulated in these Australian Standards.

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Proof in design... Proof in construction...

Proof over time...

SERVICE CLASS 1

SERVICE CLASS 2

SERVICE CLASS 3

ref: Diagram reproduced from Australian Standard 5068 – 2006: p.6

Product applications Woodhouse Weatherproof® product members have been listed below with examples of the adhesive types required by AS 5068-2006:

FINGER JOINTED: STRUCTURAL AS 5068-2006

type of adhesive for given service conditions

Product member adhesive types Permitted**

Service Class 1 interior – dry

F7 Structural Beams (unlaminated) example: Floor joists

Type II examples:• Melamine-urea formaldehyde (MUF)• EPI+ Type I

Service Class 2 internal – Humid external – Protected

F7 Structural Beams examples: rafters, Verandah Beams

Type Iexamples:• Phenol-resorcinol formaldehyde• Resorcinol formaldehyde• Tannin-modified resorcinol• PUR

GL8 Laminated Structural Beams and GL8 Laminated Posts examples: Verandah Beams / Posts

Type I – AS/NZS1328examples:• Phenol-resorcinol formaldehyde• Resorcinol formaldehyde• Tannin-modified resorcinol• PUR

Service Class 3 internal – Hot & Humid external – exposed

F7 Structural Beams example: Pergola rafters

Type I examples:• Phenol-resorcinol formaldehyde • Resorcinol formaldehyde• Tannin-modified resorcinol• PUR

GL8 Laminated Structural Beams, GL8 Laminated Posts and Laminated Handrailsexamples: Pergola Beams / Posts / Handrails

Type I – AS/NZS1328examples:• Phenol-resorcinol formaldehyde• Resorcinol formaldehyde• Tannin-modified resorcinol• PUR

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product IdentificationAll Woodhouse Weatherproof® branded products are end tagged to permit the correct selection for final use. Details such as the relevant Australian Standards; Adhesive type; and Structural Grading (if applicable) are indicated clearly on the product tags:

Productdetails

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1470

13

80

138

x 42

32

00

2960

28

00

2700

25

40

2660

24

60

2330

22

50

2120

18

5 x

42

4130

39

00

3730

36

20

3350

35

70

3300

31

20

3010

28

40

230

x 42

48

70

4590

44

00

4250

38

10

4440

41

00

3880

37

40

3520

28

0 x

42

5640

52

50

4780

45

00

4040

54

00

4990

47

20

4560

42

90

N3

Win

d

MA

XIM

UM

ALL

OW

AB

LE S

PAN

S (

mm

)

Sh

eet

Ro

of

Tile

Ro

of

S

pac

ing

(m

m)

Ra

fter S

ize

600

760

900

1000

12

00

600

760

900

1000

12

00

66 x

42

1650

16

30

1540

14

80

1370

12

80

1180

11

10

1080

10

10

90 x

42

2400

22

20

2100

20

20

1900

17

40

1610

15

20

1470

13

80

138

x 42

36

80

3400

32

10

3100

29

20

2660

24

60

2330

22

50

2120

18

5 x

42

4590

43

20

4140

40

40

3860

35

70

3300

31

20

3010

28

40

230

x 42

54

00

5090

48

80

4750

45

40

4440

41

00

3880

37

40

3520

28

0 x

42

6260

59

00

5650

55

10

5260

54

00

4990

47

20

4560

42

90

N1

Win

dN

2 W

ind

15

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

35

Span

Tab

les

F7 R

afte

rs

– 42

mm

MA

XIM

UM

ALL

OW

AB

LE S

PAN

S (

mm

)

Sh

eet

Ro

of

Tile

Ro

of

S

pac

ing

(m

m)

Ra

fter S

ize

600

760

900

1000

12

00

600

760

900

1000

12

00

66 x

42

1170

10

40

960

910

830

1190

10

80

990

940

860

90

x 4

2 16

20

1420

13

00

1240

11

30

1620

14

80

1360

12

90

1170

13

8 x

42

2480

22

50

2020

19

00

1730

24

80

2290

21

10

1970

18

00

185

x 42

32

60

2840

25

60

2390

21

50

3320

29

60

2670

25

00

2230

23

0 x

42

3680

32

20

2910

27

20

2420

38

30

3350

30

30

2840

25

20

280

x 42

39

00

3410

30

90

2890

25

70

4060

35

50

3220

30

20

2680

N5

Win

d

MA

XIM

UM

ALL

OW

AB

LE S

PAN

S (

mm

)

Sh

eet

Ro

of

Tile

Ro

of

S

pac

ing

(m

m)

Ra

fter S

ize

600

760

900

1000

12

00

600

760

900

1000

12

00

66 x

42

1340

12

40

1170

11

10

1010

12

80

1180

11

10

1080

10

10

90 x

42

1830

16

90

1600

15

10

1380

17

40

1610

15

20

1470

13

80

138

x 42

28

10

2590

24

50

2360

21

20

2660

24

60

2330

22

50

2120

18

5 x

42

3740

34

80

3180

29

80

2660

35

70

3300

31

20

3010

28

20

230

x 42

44

10

3980

36

10

3390

30

20

4410

41

00

3840

36

10

3230

28

0 x

42

4800

42

10

3830

35

90

3210

51

00

4480

40

80

3830

34

30

N4

Win

d

16

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

35

Span

Tab

les

F7 R

afte

rs

– 42

mm

MA

XIM

UM

ALL

OW

AB

LE S

PAN

S (

mm

)

Sh

eet

Ro

of

Tile

Ro

of

S

pac

ing

(m

m)

Ra

fter S

ize

600

760

900

1000

12

00

600

760

900

1000

12

00

66 x

42

1000

89

0 82

0 78

0 71

0 10

30

920

840

800

730

90

x 4

2 13

90

1210

11

20

1060

97

0 14

30

1250

11

50

1090

99

0

138

x 42

22

00

1900

17

10

1620

14

80

2230

19

60

1760

16

70

1520

18

5 x

42

2770

24

10

2160

20

20

1840

28

50

2480

22

30

2080

18

90

230

x 42

31

30

2730

24

60

2300

20

70

3230

28

10

2530

23

70

2130

28

0 x

42

3320

29

00

2610

24

40

2180

34

20

2980

26

90

2520

22

50

N6

Win

d

17

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

MA

XIM

UM

ALL

OW

AB

LE S

PAN

S (

mm

)

Sh

eet

Ro

of

Tile

Ro

of

S

pac

ing

(m

m)

Ra

fter S

ize

600

760

900

1000

12

00

600

760

900

1000

12

00

66 x

42

1000

89

0 82

0 78

0 71

0 10

30

920

840

800

730

90

x 4

2 13

90

1210

11

20

1060

97

0 14

30

1250

11

50

1090

99

0

138

x 42

22

00

1900

17

10

1620

14

80

2230

19

60

1760

16

70

1520

18

5 x

42

2770

24

10

2160

20

20

1840

28

50

2480

22

30

2080

18

90

230

x 42

31

30

2730

24

60

2300

20

70

3230

28

10

2530

23

70

2130

28

0 x

42

3320

29

00

2610

24

40

2180

34

20

2980

26

90

2520

22

50

N6

Win

d

Span

Tab

les

Ver

and

ah

Bea

ms

F7

– 42

mm

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 60

0 90

0 12

00

1500

18

00

2100

24

00

2700

30

00

138

x 42

28

00

2470

22

40

2060

19

10

1800

17

00

1620

15

50

185

x 42

24

80

3070

27

70

2550

23

80

2230

21

10

2010

19

20

230

x 42

39

10

3450

31

20

2870

26

70

2510

23

70

2260

21

60

280

x 42

41

30

3640

33

00

3030

28

20

2650

25

10

2380

22

80

N3

Win

d

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 60

0 90

0 12

00

1500

18

00

2100

24

00

2700

30

00

138

x 42

29

20

2920

28

30

2640

24

50

2300

21

80

2070

19

80

185

x 42

39

20

3740

35

60

3270

30

40

2860

27

10

2570

24

60

230

x 42

46

90

4410

40

00

3680

34

20

3210

30

40

2890

27

60

280

x 42

52

90

4670

42

20

3890

36

20

3400

32

10

3060

29

20

N1

Win

dN

2 W

ind

18

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

F7

– 42

mm

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

S (

mm

)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

600

900

1200

15

00

1800

21

00

2400

27

00

3000

13

8 x

42

1850

16

30

1480

13

60

1260

11

90

1120

10

70

1020

18

5 x

42

2300

20

20

1830

16

80

1570

14

70

1390

13

30

1270

23

0 x

42

2580

22

80

2060

18

90

1760

16

60

1570

14

90

1420

28

0 x

42

2730

24

10

2180

20

00

1860

17

50

1660

15

70

1500

N5

Win

d

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

S (

mm

)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

600

900

1200

15

00

1800

21

00

2400

27

00

3000

13

8 x

42

2260

20

00

1810

16

60

1550

14

50

1370

13

10

1250

18

5 x

42

2810

24

80

2240

20

60

1920

18

00

1710

16

20

1550

23

0 x

42

3160

27

90

2520

23

20

2160

20

30

1920

18

20

1740

28

0 x

42

3340

29

40

2660

24

50

2280

21

40

2030

19

30

1840

N4

Win

d

19

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

F7

– 42

mm

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

S (

mm

)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

600

900

1200

15

00

1800

21

00

2400

27

00

3000

13

8 x

42

1580

14

00

1260

11

60

1080

10

20

960

910

870

18

5 x

42

1970

17

30

1570

14

40

1340

12

60

1190

11

30

1080

23

0 x

42

2210

19

50

1760

16

20

1510

14

20

1340

12

80

1220

28

0 x

42

2340

20

60

1860

17

10

1600

15

00

1420

13

50

1290

N6

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 33

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

20

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

F7

– 42

mm

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

S (

mm

)

Ti

le R

oo

f

Ro

of

Load

Wid

th (

mm

)

Size

D x

B (m

m)

1200

18

00

2400

30

00

4500

75

00

138

x 42

15

00

- -

- -

-

185

x 42

24

50

2100

19

00

1700

15

50

-

230

x 42

30

00

2600

24

00

2200

19

50

1650

28

0 x

42

3400

28

50

2600

24

00

2100

18

00

N1

Win

dN

2 W

ind

N3

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 33

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

21

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

GL8

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Sh

eet

Ro

of

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 60

0 90

0 12

00

1500

18

00

2100

24

00

2700

30

00

140

x 65

28

00

2470

22

40

2060

19

10

1800

17

00

1620

15

50

180

x 65

35

90

3310

30

00

2760

25

70

2410

22

80

2170

20

70

240

x 65

42

30

3970

36

80

3390

31

50

2960

28

00

2660

25

50

280

x 65

49

00

4600

42

80

3930

36

60

3440

32

50

3100

29

60

N3

Win

d

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

600

900

1200

15

00

1800

21

00

2400

27

00

3000

14

0 x

65

3160

30

00

2830

26

40

2450

23

00

2180

20

70

1980

18

0 x

65

3990

37

40

3560

34

10

3290

30

90

2920

27

80

2660

24

0 x

65

4690

44

10

4190

40

20

3880

37

60

3590

34

20

3260

28

0 x

65

5440

51

10

4860

46

60

4500

43

60

4170

39

70

3790

N1

Win

dN

2 W

ind

22

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

GL8

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Si

ze D

x B

(mm

) 60

0 90

0 12

00

1500

18

00

2100

24

00

2700

30

00

140

x 65

18

50

1630

14

80

1360

12

60

1190

11

20

1070

10

20

180

x 65

24

80

2190

19

80

1820

16

90

1590

15

10

1430

13

70

240

x 65

30

50

2690

24

30

2240

20

80

1960

18

50

1760

16

80

280

x 65

35

40

3120

28

20

2600

24

20

2270

21

50

2040

19

50

N5

Win

d

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 60

0 90

0 12

00

1500

18

00

2100

24

00

2700

30

00

140

x 65

22

60

2000

18

10

1660

15

50

1450

13

70

1310

12

50

180

x 65

30

40

2680

24

20

2230

20

70

1950

18

40

1750

16

70

240

x 65

37

30

3290

29

80

2740

25

50

2390

22

60

2150

20

60

280

x 65

43

30

3820

34

60

3180

29

60

2780

26

30

2500

23

90

N4

Win

d

23

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

GL8

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

600

900

1200

15

00

1800

21

00

2400

27

00

3000

14

0 x

65

1580

14

00

1260

11

60

1080

10

20

960

910

870

18

0 x

65

2120

18

70

1690

15

60

1450

13

60

1290

12

30

1170

24

0 x

65

2610

23

00

2080

19

10

1780

16

70

1580

15

10

1440

28

0 x

65

3030

26

70

2420

22

20

2070

19

50

1840

17

50

1670

N6

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 33

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

24

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

33

Span

Tab

les

Ver

and

ah

Bea

ms

GL8

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Tile

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Si

ze D

x B

(mm

) 12

00

1500

18

00

2400

30

00

140

x 65

25

00

2400

22

00

2100

19

00

180

x 65

29

00

2800

26

00

2400

22

00

240

x 65

42

00

4000

36

00

3200

30

00

280

x 65

46

00

4200

40

00

3600

34

00

N1

Win

d

N

2 W

ind

N3

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 33

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

25

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

34

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Tile

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Si

ze D

x B

(mm

) 12

00

1500

18

00

2400

30

00

140

x 65

25

00

2400

22

00

2100

19

00

180

x 65

29

00

2800

26

00

2400

22

00

240

x 65

42

00

4000

36

00

3200

30

00

280

x 65

46

00

4200

40

00

3600

34

00

N1

Win

d

N

2 W

ind

N3

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 33

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

Span

Tab

les

Rid

ge

Bea

ms

F7 –

42m

m

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 12

00

1800

24

00

3000

36

00

4200

48

00

5400

60

00

66 x

42

1040

10

20

890

790

720

670

630

590

560

90

x 4

2 16

60

1400

12

10

1080

99

0 91

0 85

0 81

0 76

0

138

x 42

26

40

2410

18

50

1660

15

10

1400

13

10

1240

11

70

185

x 42

34

80

2870

24

80

2220

20

30

1880

17

60

1660

15

70

230

x 42

40

90

3570

30

90

2760

25

20

2330

21

80

2060

19

50

280

x 42

47

40

4290

37

60

3360

30

70

2840

26

60

2510

23

80

N3

Win

d

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 12

00

1800

24

00

3000

36

00

4200

48

00

5400

60

00

66 x

42

1040

10

40

1010

98

0 93

0 86

0 80

0 76

0 72

0

90 x

42

1660

16

60

1550

13

90

1260

11

70

1100

10

30

980

13

8 x

42

2920

27

40

2380

21

20

1940

18

00

1680

15

80

1500

18

5 x

42

3860

34

80

3180

28

50

2600

24

10

2250

21

20

2010

23

0 x

42

4540

41

00

3820

35

40

3230

29

90

2800

26

40

2500

28

0 x

42

5260

47

50

4420

41

80

3940

36

40

3410

32

10

3050

N1

Win

dN

2 W

ind

26

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

34

Span

Tab

les

Rid

ge

Bea

ms

F7 –

42m

m

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Si

ze D

x B

(mm

) 12

00

1800

24

00

3000

36

00

4200

48

00

5400

60

00

66 x

42

830

680

590

520

480

440

410

390

370

90

x 4

2 11

30

920

800

710

650

600

560

530

500

13

8 x

42

1730

14

10

1220

10

90

1000

92

0 87

0 82

0 77

0

185

x 42

23

20

1890

16

40

1470

13

40

1240

11

60

1090

10

40

230

x 42

29

50

2350

20

40

1820

16

70

1540

14

40

1360

12

90

280

x 42

36

50

2870

24

80

2220

20

30

1880

17

60

1660

15

70

N5

Win

d

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

S

hee

t R

oo

f

Ro

of

Load

Wid

th (

mm

)

Size

D x

B (m

m)

1200

18

00

2400

30

00

3600

42

00

4800

54

00

6000

66

x 4

2 10

10

830

720

640

580

540

510

480

450

90

x 4

2 13

80

1130

98

0 87

0 80

0 74

0 69

0 65

0 62

0

138

x 42

21

20

1730

15

00

1340

12

20

1130

10

60

1000

95

0

185

x 42

29

00

2320

20

10

1800

16

40

1520

14

20

1340

12

70

230

x 42

36

70

2880

25

00

2230

20

40

1890

17

70

1660

15

80

280

x 42

43

00

3510

30

40

2720

24

80

2300

21

50

2030

19

20

N4

Win

d

27

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

34

Span

Tab

les

Rid

ge

Bea

ms

F7 –

42m

m

MA

XIM

UM

ALL

OW

AB

LE S

PAN

S (

mm

)

Sh

eet

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

1200

18

00

2400

30

00

3600

42

00

4800

54

00

6000

66

x 4

2 71

0 58

0 50

0 45

0 41

0 38

0 35

0 33

0 32

0

90 x

42

970

790

680

610

560

520

480

460

430

13

8 x

42

1480

12

10

1050

94

0 86

0 79

0 74

0 70

0 66

0

185

x 42

19

90

1620

14

00

1260

11

50

1060

99

0 94

0 89

0

230

x 42

24

80

2020

17

50

1560

14

30

1320

12

30

1160

11

00

280

x 42

30

90

2450

21

30

1900

17

40

1610

15

00

1420

13

40

N6

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 34

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

28

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

34

Span

Tab

les

Rid

ge

Bea

ms

F7 –

42m

m

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Tile

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Si

ze D

x B

(mm

) 15

00

3000

45

00

6000

75

00

138

x 42

19

00

1450

12

50

1050

95

0

185

x 42

25

00

2000

16

00

1500

14

00

230

x 42

31

00

2450

21

00

1850

17

00

280

x 42

45

00

3500

31

00

2650

24

00

N3

Win

d

M

AX

IMU

M V

ER

AN

DA

H B

EA

M S

PAN

(m

m)

Tile

Ro

of

R

oo

f Lo

ad W

idth

(m

m)

Si

ze D

x B

(mm

) 15

00

3000

45

00

6000

75

00

138

x 42

20

00

1500

13

00

1100

10

00

185

x 42

26

00

2000

17

00

1500

14

00

230

x 42

31

50

2500

21

00

1900

18

00

280

x 42

45

00

3600

30

00

2700

25

00

N1

Win

dN

2 W

ind

29

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

34

Span

Tab

les

Rid

ge

Bea

ms

F7 –

42m

m

MA

XIM

UM

VE

RA

ND

AH

BE

AM

SPA

N (

mm

)

Ti

le R

oo

f

Ro

of

Load

Wid

th (

mm

)

Size

D x

B (m

m)

1500

30

00

4500

60

00

7500

13

8 x

42

1900

14

50

1250

10

50

950

18

5 x

42

2500

20

00

1650

15

00

1350

23

0 x

42

3150

24

50

2150

17

50

1600

28

0 x

42

3700

28

00

2500

20

00

1800

N4

Win

d

Ref

er t

o th

e fo

rmul

a on

pag

e 34

for

Roo

f Lo

ad W

idth

(RLW

) Cal

cula

tions

.

30

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

35

Span

Tab

les

Inte

rnal

Flo

or

Jois

ts F

7 –

42m

m

ALL

OW

AB

LE S

PAN

S (

mm

)

Sin

gle

Sp

an

Max

imu

m J

ois

t S

pac

ing

(m

m)

Size

D x

B (m

m)

400

450

600

66

x 4

2 10

60

1050

10

30

90 x

42

1450

14

50

1420

13

8 x

42

2260

22

50

2220

18

5 x

42

3060

30

50

3010

23

0 x

42

3830

38

10

3770

28

0 x

42

4700

46

70

4620

1.5

KP

a Li

ve L

oad

NO

TE:

Spa

ns m

ay b

e in

crea

sed

by 1

0% w

hen

cont

inuo

us o

ver

2 or

mor

e sp

ans.

31

All m

embe

rs are

man

ufac

tured

from

H3 L

OSP R

adiat

a to

eith

er an

F7 or

GL8

stru

ctural

grad

e and

are t

o be

used

in ac

cord

ance

with

the r

eleva

nt sp

an ta

ble.

Prod

uct g

rading

of al

l mem

bers

is co

mpli

ant w

ith

AS17

20 : T

imbe

r Stru

ctures

.

Stru

ctural

mem

bers

deem

ed sa

tisfac

tory

to m

eet t

he

prov

ision

s out

lined

in A

S117

0 Par

ts 1 &

2 : S

tructu

ral

Desig

n Acti

ons.

Fing

er Jo

inting

and a

dhes

ives t

o mee

t Ser

vice

Cond

itions

ou

tlined

in A

S506

8 : 20

06 Fi

nger

Joint

s in

Struc

tural

Prod

ucts.

Con

struc

tion d

etails

shou

ld be

in ac

cord

ance

with

AS

1684

.2 : R

eside

ntial

Tim

ber-F

ramed

Cons

tructi

on.

A m

axim

um ro

of pit

ch of

25 de

gree

s is a

ssum

ed.

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

35

A

LLO

WA

BLE

SPA

NS

(m

m)

S

ing

le S

pan

M

axim

um

Jo

ist

Sp

acin

g (

mm

)

Si

ze D

x B

(mm

) 40

0 45

0 60

0

66 x

42

1060

10

50

1030

90

x 4

2 14

50

1450

14

20

138

x 42

22

60

2250

22

20

185

x 42

30

60

3050

30

10

230

x 42

38

30

3810

37

70

280

x 42

47

00

4670

46

20

1.5

KP

a Li

ve L

oad

NO

TE:

Spa

ns m

ay b

e in

crea

sed

by 1

0% w

hen

cont

inuo

us o

ver

2 or

mor

e sp

ans.

Span

Tab

les

Dec

k Jo

ist F

7 –

42m

m

ALL

OW

AB

LE S

PAN

S (

mm

)

Sin

gle

Sp

an

Max

imu

m J

ois

t S

pac

ing

(m

m)

Size

D x

B (m

m)

400

450

600

66

x 4

2 10

00

1000

95

0

90 x

42

1450

14

00

1300

13

8 x

42

2200

21

00

2000

18

5 x

42

3000

29

00

2600

23

0 x

42

3600

35

00

3300

28

0 x

42

4100

40

00

3700

3.0

KP

a Li

ve L

oad

NO

TE:

Spa

ns m

ay b

e in

crea

sed

by 1

0% w

hen

cont

inuo

us o

ver

2 or

mor

e sp

ans.

32

TEC

HN

ICA

L D

IAG

RA

M

ON

PA

GE

35

Disc

laim

er ap

plies

as pe

r pag

e 31.

Disc

laim

er ap

plies

as pe

r pag

e 31.

Span

Tab

les

Dec

k B

eare

rs

F7

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

- S

ing

le S

pan

s

Fl

oo

r Lo

ad W

idth

(m

m)

Size

D x

B (m

m)

1200

18

00

2400

30

00

3600

42

00

4800

54

00

6000

13

8 x

42

1530

12

50

1100

10

00

920

860

810

770

730

18

5 x

42

2070

17

30

1530

13

80

1270

11

80

1110

10

50

1000

23

0 x

42

2640

22

10

1940

17

50

1610

14

90

1400

13

30

1260

28

0 x

42

3290

27

30

2390

21

60

1980

18

40

1730

16

30

1550

3.0

KP

a Li

ve L

oad

- S

ing

le S

pan

NO

TE:

Spa

ns m

ay b

e in

crea

sed

by 1

0% w

hen

cont

inuo

us o

ver

2 or

mor

e sp

ans.

Ref

er t

o th

e fo

rmul

a on

pag

e 35

for

Flo

or L

oad

Wid

th (F

LW) C

alcu

latio

ns.

Dec

k B

eare

rs

GL8

M

AX

IMU

M A

LLO

WA

BLE

SPA

NS

(m

m)

- S

ing

le S

pan

s

Fl

oo

r Lo

ad W

idth

(m

m)

Si

ze D

x B

(mm

) 12

00

1800

24

00

3000

36

00

4200

14

0 x

65

1950

16

50

1450

13

20

1210

11

20

180

x 65

25

80

2160

18

90

1720

15

70

1460

24

0 x

65

3500

29

20

2550

23

10

2110

19

60

280

x 65

41

30

3440

30

00

2710

24

80

2290

3.0

KP

a Li

ve L

oad

- S

ing

le S

pan

NO

TE:

Spa

ns m

ay b

e in

crea

sed

by 1

0% w

hen

cont

inuo

us o

ver

2 or

mor

e sp

ans.

Ref

er t

o th

e fo

rmul

a on

pag

e 35

for

Flo

or L

oad

Wid

th (F

LW) C

alcu

latio

ns.

33

Tech

nica

l Dia

gram

sR

AF

TE

R

PA

TIO

/ V

ER

AN

DA

H B

EA

M

OVERHANG

EL1

ROOFSPAN

(OH)

SP

AN

VE

RA

ND

AH

BE

AM

Roof Load W

idth

= E

L1 /2

+ O

H

CO

LU

MN

Ma

xim

um

ove

rha

nd

= 4

50

mm

VER

AN

DA

H B

EAM

S

EL1

RO

OF

SP

AN

OV

ER

HA

NG

(OH

)

VER

AN

DA

H B

EAM

ELE

VA

TIO

N

34

Tech

nica

l Dia

gram

sM

AX

.R

IDG

EB

EA

MS

PA

N

RL

W =

S/2

CO

LU

MN

SU

PP

OR

T

RAFTER

RID

GE

BE

AM

COLUMN"S

"

SUPPORT

RID

GE

BEA

MS

RA

FT

ER

RL

W =

S/2

" S

"

RID

GE

BEA

M E

LEV

ATI

ON

RID

GE

BE

AM

MA

X.

RID

GE

BE

AM

SP

AN

RID

GE

BEA

M S

ECTI

ON

35

Tech

nica

l Dia

gram

s

SPACING

JOIS

T

BE

AR

ER

JO

IST

SIN

GLE

SP

AN

CO

NT

INU

OU

S S

PA

N

SIN

GLE

SP

AN

INTE

RN

AL

FLO

OR

JO

ISTS

AN

D D

ECK

JO

ISTS

BEARER

SPAN

SU

PP

OR

TIN

GP

OLE

S

FLO

OR

JO

IST

BE

AR

ER

FLW

= (X

+Y

)/2

FLW

Y

X

DEC

K B

EAR

ERS

MAX.RAFTER

SPAN

RA

FT

ER

BA

TT

EN

SP

AC

ING

RA

FTE

R

RA

FTER

S A

ND

BA

TTEN

S

Distributed by:

WPSPANTABLES.V2.AUGUST2012

The Woodhouse Weatherproof® brand is a registered trademark of the Woodhouse Timber Company.Whilst all care has been taken to ensure the accuracy of the information and advice on this document, it is intended as a guide only. The Woodhouse Timber Company accepts no responsibility for any errors, omissions, work done or any consequence of reliance of this document to the extent permitted by law. Specifications are subject to change without notice, in accordance with national regulations and legislations. All material and content remains the property of, and is copyright to, the Woodhouse Timber Company.

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