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  • Span Tables & Technical Guide

    www.woodhouse-weatherproof.com.au

  • 2 3

    Proof in design... Proof in construction... Proof over time...All the Proof you need... Woodhouse Weatherproof

    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 Australia

    ABN 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 pre-finished with a genuine Pink primer, every Weatherproof product is ready for installation and final painting with a premium topcoat. Manufactured by finger jointing defect-free, 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 Australias toughest conditions. Use the Weatherproof range for deck construction, pergolas, verandahs, gazebos, fascia and bargeboards, handrails and balustrades, carports, screening and external trim. When installed and maintained according to correct building practices, Woodhouse Weatherproof offers a long term building solution for all outdoor construction.

    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

  • 4 5

    Proof in design... Proof in construction... Proof over time...All the Proof you need... Woodhouse Weatherproof

    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.

    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.

    By finishing Woodhouse Weatherproof with Taubmans Premium Acrylic Topcoats, a 10 year minimum coating system guarantee is available to the end user.

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

    H3 LOSP Preservation SystemWoodhouse 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 product are maintained. For any cut ends, coat with a preservative resealer followed by a quality primer to effectively repair the treatment envelope. Finish and maintain according to the Painting Recommendations outlined in this guide.

    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. The preservative system is specifically for above ground applications and is covered by a conditional limited manufacturers warranty for a period of 25 years.

    Contact Woodhouse for further details on the limited preservative manufacturers warranty covering the Woodhouse Weatherproof range. ^ Please refer to the PPG Industries coating system 10 year minimum guarantee which is available on request. # This trademark is owned by PPG Industries Ohio, Inc. Please refer to H3 LOSP manufacturers guarantee available on request.

    ^

    Woodhouse Weatherproof End Tags

    Woodhouse Weatherproof Pink Plastic Wrap

    Formed in 2009, the PINENZ group was formed to establish a new benchmark for the production and marketing of Valued Added Radiata Pine. This initiative employs a unique assurance program that sets standards on product performance and quality guidelines for all participating New Zealand manufacturers. Introduced in 2010, a significant percentage of the Woodhouse Weatherproof range will be endorsed by the PINENZ Quality Mark Program. This program is accredited by JAS-ANZ and audited by AsureQuality one of Australasias most trusted quality assurance organizations and all suppliers participating in the program must meet specific criteria and standards to be awarded the PINENZ Quality Mark.

    This program lends further strength to the Woodhouse Weatherproof range of products and gives us 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 PINENZ Qualmark logo which will be visible on Woodhouse Weatherproof plastic wrapping and end tag identification.

    Below are some examples:

  • 6 7

    Proof in design... Proof in construction... Proof over time...All the Proof you need... Woodhouse Weatherproof

    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.

    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.

    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 1

    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 Protim Timbercare XJ followed by a quality primer to ensure the integrity of the coating is maintained.

    STEP 3 Fill any defects or nail holes with wood putty and spot prime. Sand lightly to an even finish once dry.

    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.

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

  • 8 9

    Proof in design... Proof in construction... Proof over time...All the Proof you need... Woodhouse Weatherproof

    SERVICE CLASS 1

    SERVICE CLASS 2

    SERVICE CLASS 3

    Technical DataAustralian Standards Compliance: Finger Joints and Adhesives

    All 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.

    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:

    Service Class 1 shall be characterized by a material moisture content corresponding to a temperature of 20C 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 1

    Service Class 2 shall be characterized by a material moisture content corresponding to a temperature of 20C 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 2

    Service 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.

    SERVICE CLASS 3

    FINGER JOINTED: STRUCTURAL AS 5069-2006Type 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

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

    Type I AS/NZS1328Examples: Phenol-resorcinol formaldehyde Resorcinol formaldehyde Tannin-modified resorcinol

    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

    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

    ** These adhesive examples do represent a exhaustive list, and are for glueline purposes only.Ref: AS 5068-2006

  • 11

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    10

    TECHNICAL DIAGRAM

    ON PAGE 35

    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:

    Pacific Wood ProductsAS 5069 SC2

    038 64 H3

    Pacific Wood ProductsAS/NZS 1328 SC3

    038 64 H3 GL8

    Pacific Wood ProductsAS 5068 SC3

    038 64 H3 F7

    MANUFACTURER

    PRoDUCT DETAIlS

    CoMPlIANCY STANDARD

    SERVICE ClASS oF ADHESIVE

    STRUCTURAl GRADE

    TREATMENT PlANT

    PRESERVATIVE

    HAZARD lEVEl

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  • 12 13

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    TECHNICAL DIAGRAM

    ON PAGE 35

    TECHNICAL DIAGRAM

    ON PAGE 35

    Span

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  • 14 15

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    acco

    rdan

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    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

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    gra

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    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

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    ctur

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    with

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    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

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    and

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    sive

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    t Se

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    ned

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    er J

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    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

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    uld

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    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 35

    TECHNICAL DIAGRAM

    ON PAGE 35

    Span

    Tab

    les

    F7 R

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    42

    mm

    MA

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    600

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    1530

    14

    20

    1340

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    90

    1220

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    80

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    1080

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    90 x

    42

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    1610

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    20

    1470

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    x 42

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    00

    2960

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    25

    40

    2660

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    2330

    22

    50

    2120

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    5 x

    42

    4130

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    3730

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    3350

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    3300

    31

    20

    3010

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    230

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    4250

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    4440

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    3520

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    42

    5640

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    600

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    600

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    1650

    16

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    80

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    4440

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    3520

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    0 x

    42

    6260

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    5650

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    5260

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    4990

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    Tab

    les

    F7 R

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    42

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    OW

    AB

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    Ra

    fter S

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    600

    760

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    600

    760

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    66 x

    42

    1170

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    960

    910

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    80

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    Win

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    XIM

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    AB

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    S

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    ing

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    Ra

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    600

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    600

    760

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    1000

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    12

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    42

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    60

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    0 x

    42

    4800

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    10

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    3210

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    00

    4480

    40

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    N4

    Win

    d

  • 16 17

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

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    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 35

    TECHNICAL DIAGRAM

    ON PAGE 33

    Span

    Tab

    les

    F7 R

    afte

    rs

    42

    mm

    MA

    XIM

    UM

    ALL

    OW

    AB

    LE S

    PAN

    S (

    mm

    )

    Sh

    eet

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    of

    Tile

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    of

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    pac

    ing

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    Ra

    fter S

    ize

    600

    760

    900

    1000

    12

    00

    600

    760

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    12

    00

    66 x

    42

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    89

    0 82

    0 78

    0 71

    0 10

    30

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    840

    800

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    x 4

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    1210

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    50

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    70

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    5 x

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    2770

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    1840

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    2480

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    2080

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    10

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    70

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    0 x

    42

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    40

    2180

    34

    20

    2980

    26

    90

    2520

    22

    50

    N6

    Win

    d

    Span

    Tab

    les

    Ver

    and

    ah

    Bea

    ms

    F7

    42

    mm

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    AX

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    20

    3400

    32

    10

    3060

    29

    20

    N1

    Win

    dN

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    ind

  • 18 19

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 33

    TECHNICAL DIAGRAM

    ON PAGE 33

    Span

    Tab

    les

    Ver

    and

    ah

    Bea

    ms

    F7

    42

    mm

    M

    AX

    IMU

    M V

    ER

    AN

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    mm

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    idth

    (m

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    D x

    B (m

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    600

    900

    1200

    15

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    1800

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    00

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    00

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    0 x

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    80

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    90

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    60

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    0 x

    42

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    10

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    00

    1860

    17

    50

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    15

    70

    1500

    N5

    Win

    d

    M

    AX

    IMU

    M V

    ER

    AN

    DA

    H B

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    M S

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    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

    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 21

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 33

    TECHNICAL DIAGRAM

    ON PAGE 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

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    19

    50

    1650

    28

    0 x

    42

    3400

    28

    50

    2600

    24

    00

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    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

    .

    Span

    Tab

    les

    Ver

    and

    ah

    Bea

    ms

    GL8

    M

    AX

    IMU

    M V

    ER

    AN

    DA

    H B

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    M S

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    Load

    Wid

    th (

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    Si

    ze D

    x B

    (mm

    ) 60

    0 90

    0 12

    00

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    18

    00

    2100

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    00

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    30

    00

    140

    x 65

    28

    00

    2470

    22

    40

    2060

    19

    10

    1800

    17

    00

    1620

    15

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    180

    x 65

    35

    90

    3310

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    2760

    25

    70

    2410

    22

    80

    2170

    20

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    x 65

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    30

    3970

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    3390

    31

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    2960

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    00

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    25

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    280

    x 65

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    00

    4600

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    N3

    Win

    d

    M

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    IMU

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    of

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    oo

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    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

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    00

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    0 x

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    65

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    N1

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    dN

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    ind

  • 22 23

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 33

    TECHNICAL DIAGRAM

    ON PAGE 33

    Span

    Tab

    les

    Ver

    and

    ah

    Bea

    ms

    GL8

    M

    AX

    IMU

    M V

    ER

    AN

    DA

    H B

    EA

    M S

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    (m

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    idth

    (m

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    (mm

    ) 60

    0 90

    0 12

    00

    1500

    18

    00

    2100

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    00

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    30

    00

    140

    x 65

    18

    50

    1630

    14

    80

    1360

    12

    60

    1190

    11

    20

    1070

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    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

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    2600

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    20

    2270

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    50

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    19

    50

    N5

    Win

    d

    M

    AX

    IMU

    M V

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    AN

    DA

    H B

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    M S

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    (m

    m)

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    t R

    oo

    f

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    of

    Load

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    th (

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    Si

    ze D

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    (mm

    ) 60

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    00

    1500

    18

    00

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    00

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    30

    00

    140

    x 65

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    60

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    10

    1660

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    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

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    80

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    2390

    22

    60

    2150

    20

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    x 65

    43

    30

    3820

    34

    60

    3180

    29

    60

    2780

    26

    30

    2500

    23

    90

    N4

    Win

    d

    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)

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    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

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    16

    70

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    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 25

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 33

    TECHNICAL DIAGRAM

    ON PAGE 34

    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

    .

    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 27

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 34

    TECHNICAL DIAGRAM

    ON PAGE 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

    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 29

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

    de a

    nd a

    re to

    be

    used

    in

    acco

    rdan

    ce w

    ith th

    e re

    leva

    nt s

    pan

    tabl

    e.

    Pro

    duct

    gra

    ding

    of a

    ll m

    embe

    rs is

    co

    mpl

    iant

    with

    AS1

    720

    : Tim

    ber

    Stru

    ctur

    es.

    Stru

    ctur

    al m

    embe

    rs d

    eem

    ed s

    atis

    fact

    ory

    to m

    eet t

    he p

    rovi

    sion

    s ou

    tline

    d in

    AS1

    170

    Parts

    1 &

    2 :

    Stru

    ctur

    al D

    esig

    n Ac

    tions

    .

    Fin

    ger J

    oint

    ing

    and

    adhe

    sive

    s to

    mee

    t Se

    rvic

    e Co

    nditi

    ons

    outli

    ned

    in A

    S506

    8 : 2

    006

    Fing

    er J

    oint

    s in

    Stru

    ctur

    al P

    rodu

    cts.

    Con

    stru

    ctio

    n de

    tails

    sho

    uld

    be in

    ac

    cord

    ance

    with

    AS1

    684.

    2 : R

    esid

    entia

    l Ti

    mbe

    r-Fra

    med

    Con

    stru

    ctio

    n.

    A m

    axim

    um ro

    of p

    itch

    of 2

    5 de

    gree

    s is

    as

    sum

    ed.

    TECHNICAL DIAGRAM

    ON PAGE 34

    TECHNICAL DIAGRAM

    ON PAGE 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

    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 31

    All

    mem

    bers

    are

    man

    ufac

    ture

    d fro

    m

    H3 L

    OSP

    Radi

    ata

    to e

    ither

    an

    F7 o

    r GL8

    st

    ruct

    ural

    gra

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    TECHNICAL DIAGRAM

    ON PAGE 35

    TECHNICAL DIAGRAM

    ON PAGE 35

    Span

    Tab

    les

    Inte

    rnal

    Flo

    or

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    ts F

    7

    42m

    m

    ALL

    OW

    AB

    LE S

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    Sin

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    Sp

    an

    Max

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    (m

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    Size

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    400

    450

    600

    66

    x 4

    2 10

    60

    1050

    10

    30

    90 x

    42

    1450

    14

    50

    1420

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    8 x

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    2260

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  • 32 33

    TECHNICAL DIAGRAM

    ON PAGE 35

    Tech

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    Size

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