Ets Design Guide 2010

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$0/5&/54Scope of this Document ....................................................................... 3Producers Statements .......................................................................... 4Design in Hyne - design software ......................................................... 8

HYNE STRUCTURAL COMPONENTS .................................................. 9

List of available products incorporated in software ..............................11List of possible applications ................................................................ 12Structural Properties ........................................................................... 13I-Beam Properties ............................................................................... 14

TYPICAL HYNE FLOOR CONSTRUCTION PLAN ............................... 15

FLOOR JOISTS .................................................................................. 16

Span Tables - Floor Joists 1.5kPa ........................................................ 16Continuous Span Diagrams Plan ........................................................ 16Span Tables - Floor Joists 2.0kPa .........................................................17Span Tables - Floor Joists 3.0kPa ........................................................ 18

CANTILEVER DETAILS ..................................................................... 19

Span Tables Load Bearing Cantilever ............................................... 20Roof Pitch Multiplier Ratio ................................................................. 20

HANGER FIXINGS .............................................................................21

FLOOR DETAILS ............................................................................... 24

Internal Bracing ................................................................................. 24Web Stiffener Detail........................................................................... 24Boundary Details................................................................................ 25Rimboard End Joist ............................................................................ 25

FLOOR FIXING DETAILS ................................................................... 26

HOLES IN I-BEAMS ........................................................................... 29

SERVICE HOLES HYNE LGL & 17C BEAMS ......................................31

OVERCOMING SPLITTING/TAPER CUTS .......................................... 32

AVOID THESE PRACTICES ............................................................... 33

ROOF CONSTRUCTION PLAN ......................................................... 34

LINTEL SUPPORTING GIRDER TRUSS ............................................... 35

Lintel Supporting Girder Truss Examples ............................................. 35Span Tables - Light Weight Roof - NO SNOW LOAD ........................... 36Span Tables - Light Weight Roof - 0.5 kPa SNOW LOAD ......................37Span Tables - Heavy Weight Roof - NO SNOW LOAD .......................... 38Span Tables - Heavy Weight Roof - 0.5 kPa SNOW LOAD ................... 39

TYPICAL ROOF CONSTRUCTION PLAN ........................................... 40

LINTEL FIXING ...................................................................................41

Span Tables - Light Weight Roof - NO SNOW LOAD ........................... 42Span Table - Light Weight Roof - 0.5 kPa SNOW LOAD ...................... 43Span Table - Heavy Weight Roof - NO SNOW LOAD ........................... 44Span Table - Heavy Weight Roof - 0.5 kPa SNOW LOAD ..................... 45

ROOF DETAILS ................................................................................. 46

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The span tables and construction details contained

in this document have been developed primarily for

domestic/residential applications in accordance with the

principles and intent of: NZS3604:1999 Timber Framed

Buildings; NZS3603:1993 Timber Structures Standard;

AS1720.1:1997 Timber Structures Design Methods.

Loading data is taken from AS/NZS1170:2002 Structural

Design Actions to satisfy the requirements of Section B1

of the New Zealand Building Regulations.

All technical information and span tables are in

accordance with the product specific design properties

presented under Engineering Data. This data may

be used for specific engineering design in applications

outside the scope of this document. Please see the

Engineered Timber Solutions, Engineered Wood Products

brochure for the Engineering Data.

The information in this design guide has been checked

and verified, however, it should only be used by designers

who are suitably qualified.

Engineered Timber Solutions accept no liability or

responsibility if the information contained in this

document is incorrectly interpreted, inappropriately

applied, or used in a manner other than explicitly set out

in this guide.

Note: Other manufacturers products may have different

properties and therefore cannot be substituted or

designed using information contained in this document.

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:: Pryda New Zealand (a division of ITW New Zealand Limited)Auckland: 64A Diana Drive, Glenfield Tel: (09) 920 4360 Fax: (09) 920 4364Napier: 75 Niven St, Onekawa Tel: (06) 843 3069 Fax: (06) 843 3065Wellington: Unit 2, 1 Gough St, Lower Hutt Tel: (04) 568 4505 Fax: (04) 568 0098Christchurch: 125 Wrights Rd, Middleton Tel: (03) 338 3844 Fax: (03) 338 8846

Free Phone: 0800 88 22 44Free Fax: 0800 88 22 55Email: [email protected]: www.pryda.co.nz

PRODUCER STATEMENT

FOR

PRYDA TIMBER CONNECTORS

December 2006

This Producer Statement is issued by Pryda NZ to cover the use, installation and durability of PRYDA TIMBER CONNECTORS for both structural application and durability as required by the New Zealand Building Code clauses B1 & B2 respectively.

DESCRIPTIONPRYDA TIMBER CONNECTORS are fabricated manufactured from galvanised steel coils. The PRYDA TIMBER CONNECTORS are manufactured from Z275 galvanised coil or wire which can be augmented by an additional finish of 100 epoxy coating for greater durability. Some brackets are also available in stainless steel for use in certain exposed and covered situations. The thickness of the zinc greater than the 250gm/m2 required of Table 4.2 in NZS3604:1999. The durability status of thin plate connectors can be brought up to that of hot dipped galvanized products by the addition of the 100 epoxy coating according to clause 4.4.3 of NZS3604:1999.

APPLICATIONPRYDA TIMBER CONNECTORS are designed to connect timber to masonry, concrete and steel. The connectors are designed for specific connections of timber to timber mostly and also to other media. Please contact PRYDA technical service should you require assistance relating to these connectors.

CHARACTERISTIC STRENGTHAs timber grades vary the characteristic strength is derived by the verification method in accordance with the NBC standards NZS3603:1993 mostly dependant on the shear values of the nails. Most commonly used brackets have published characteristic strengths published in our literature.

DURABILITYThe durability of the PRYDA TIMBER CONNECTORS is in accordance with the acceptable solutions contained in Table 4.1 of NZS3604:1999 in order to achieve a 50 year life expectancy for the connectors.

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Directors: Stephen Hunt Janette Hunt Engineering: Craig Doherty Benjamin Winning James Sweet Jake Kerswill Building Design: Brad Hunt James Overitt Software: James Overitt Administration: Carolyn Foot Sharyn Crawford Reply to: PO Box 103, Buddina, Q, 4575. Office at: 4/40 Technology Dr, Warana, Q, 4575. Telephone: 07) 5493 2677 Facsimile: 07) 5493 1816 Email: engineers@ hrdesigngroup.com.au Web site: www.hrdesigngroup.com.au

HRDesignGroup PtyLtd ABN: 14 015 519 720

Bringingpeople,ideasandengineeringtogether

15 December 2009 File: 09-0710 (Please quote this number when calling the office to minimise delays on the phone) Attn: Claudia Eiden Hyne & Son Pty Ltd PO Box 106 MARYBOROUGH 4650

Ref: Release of software version DIHv4.2NZ (Design-In-Hyne version 4.2 for New Zealand). Dear Claudia, Our company has now released the updated version of this software, noted as version 4.2NZ. This program has been specifically written for the New Zealand market, and has included data from codes NZS3603 and NZS3604, for all generic New Zealand products, and the principles of these codes, in conjunction with AS/NZS1170 Loading Codes, AS1720 Timber Design Code, and loading procedures that are considered relevant from AS1684 Timber Framing Code. The final program structural analysis and design procedures were audited by Mark L Batchelor Consulting Engineers to assess the accuracy and relevance for the program for use in New Zealand building construction. This program in earlier versions, has been extensively used and tested over many years in Australia, and has been proven to be extremely accurate and easy to use. The program designers have over 20 years experience in timber structural design. Therefore I am satisfied that we can pass on the rights to use this program for your company, your associated supplier in New Zealand, and the individual users in New Zealand that will be supplied and instructed in the use of the program. Should you require any further information, or confirmation of any of the above matters, please do not hesitate to contact me at any time. Yours faithfully, HUNT ROBINSON Pty Ltd

Stephen John Hunt BEng (Civil), CPEng(AUS) (MIEAust #368737), (RPEQ #3731), NPER

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Architects, Designers and Engineers prefer to use our unique

software to assist with the design of floors and mid floors.

Design in Hyne Version 4.2NZ software has been adapted

for the New Zealand market to design and specify with ease

and accuracy.

This guide has been created to supplement the DiH4.2NZ

software package and we recommend using both the

software and this guide as your design package.

DESIGN IN HYNE

VERSION 4.2NZ DESIGN SOFTWARE

DiH4.2NZ

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)ZOF*#FBNDescription: Hyne I-Beam is a unique combination of timber resources, components

and advanced technology forming a structurally efficient I section. Manufactured at the Hyne plant in Brisbane, Hyne-I-Beams are produced using high performance finger jointed pine flanges and 9.5mm structural OSB webs. All components are assembled using only durable, exterior grade adhesives. Hyne I-Beam is available untreated or treated to H3.1 from stock.

Advantages: Dimensional stability, lightweight, long spanability, elimination of mid-span blocking in floor joists.

Applications: Floor joists, rafters.

Section sizes: 200x90 up to 360x90

Available lengths: 1.2 up to 11.7 m in 0.3 increments.

Availability: Generally available. Check with ETS.

Specification example: HI 24590 Hyne-I-Beam

)ZOFCFBN$Description: HYNEBEAM 17C products are high grade glued-laminated timber

beams formed from Australian pine, into larger rectangular sections. The HYNEBEAM 17C product range is manufactured in accordance with AS1328 by Hyne in Maryborough. The HYNEBEAM 17C is made from slash pine feedstock. All components are assembled using only durable, exterior grade adhesives (service class 3). The beams are specified as cambered (C) to 600 m radius. Available in structural grades (STR). HYNEBEAM 17C is available treated to H3.1

Advantages: Dimensional stability, long spanability, aesthetically appealing, variety of shapes and curved beam options, simple high-tech connections, termite resistance and durability (when treated), easier to handle and install than steel members, third party certified through the Glue Laminated Timber Association of Australia (GLTAA) and ISO 9002.

Applications: Roof beams, bearers, columns, floor joists, rafters, lintels, portal frames.

Section sizes: 295x85 up to 525x85, 295x135 up to 360x135

Available lengths: 0.9 to 11.4m in 0.6 increments.

Availability: Check with ETS.

Specification example: 295x85 HYNEBEAM 17C

)ZOFCFBN$GPSQSFNJVNBQQFBSBODFBOETUSFOHUIDescription: HYNEBEAM 18C products are high grade glued-laminated timber

beams formed from Tasmanian Oak, into larger rectangular sections. The HYNEBEAM 18 product range is manufactured by Hyne in Maryborough. The HYNEBEAM 18C is made from Tasmanian Oak feedstock. All components are assembled using only durable, exterior grade adhesives (service class 3). The beams are specified as cambered (C) to 600 m radius. Available in appearance / select grade (SEL). HYNEBEAM 18C can only be used in internal situations.


Applications: Roof beams, bearers, floor joists, rafters, lintels, portal frames.

Section sizes: 240x85 up to 450x85, 245x65 up to 450x65

Available lengths: 0.9 to 11.4m in 0.6 increments.

Availability: Check with ETS. (Usually special order)

Specification example: 270x85 HYNEBEAM 18C(SEL)

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)ZOFCFBN$GPSQSFNJVNBQQFBSBODFBOETUSFOHUIDescription: HYNEBEAM 21C products are high grade glued-laminated timber

beams formed from Australian Hardwoods, into larger rectangular sections. The HYNEBEAM 21 product range is manufactured by Hyne in Maryborough. The HYNEBEAM 21 is made from Queensland Hardwood feedstock. All components are assembled using only durable, exterior grade adhesives (service class 3). The beams are specified as cambered (C) to 600m radius. Available in appearance / select grade (SEL). HYNEBEAM 21C can only be used in sheltered situations.


Applications: Roof beams, bearers, floor joists, rafters, lintels, portal frames.Section sizes: 240x85 up to 450x85, 245x65 up to 450x65Available lengths: 0.9 to 11.4m in 0.6 increments.Availability: Usually Special OrderSpecification example: 270x85 HYNEBEAM 21C(SEL)

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Description: Hyne LGL (Edgebeam) is a high grade edge glued-laminated timber

beam product assembled from finger jointed pine scantling, into deeper rectangular sections. The HYNE LGL product range is manufactured in accordance with AS1328 by Hyne in Maryborough. All components are assembled using only durable, exterior grade adhesives (service class 3). Available in a range of depths to ensure compatibility with Hyne-I-Beam. Hyne LGL is available treated or H3.1

Advantages: Dimensional stability, lightweight, long spanability, treatable to H3.1, may be nail-laminated to provide wider sections.

Applications: Floor joists, bearers, rafters, purlins, lintels.Section sizes: 200x44 up to 360x44, 150x65 up to 360x65 (special order only)Available lengths: 1.2 up to 11.4m in 0.6 m increments.Availability: Readily available. Check with ETS for the 65mm availability.Specification example: 300x44 Hyne LGL (E/B)

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The Rimboard is used as a perimeter board.Treated to the level of H3.1 to provide a protective envelope to the floor joists.Rimboard (RB21) ties the end of the I-Beams joists together, providing lateral stability to the floor platform. Rimboard is also used as a stiffener for I-Beams in cantilevered situations.Rimboard (RB45) is used in situations where structural fixing is required.

1SZEB)BSEXBSFPryda is a world leader and specialist in the development and manufacture of timber connections systems.These quality fixings are used throughout our flooring design. The use of Pryda specialised hardware enables quick and simplistic installation.For Engineering specifications please see the Engineering Timber Solutions Guide to Engineered Wood Products.

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PRODUCT NAME PRODUCT TYPE MANUFACTURER GRADES SIZE LIST (MM)

HYNE I-BEAMTimber composite

I-beamHyne & Son Pty Ltd HI

HI20090, HI24590, HI30090, HI36090

HYNE I-BEAM S88Timber composite

I-beamHyne & Son Pty Ltd S88x245, S88x300, S88x360

HYNEBEAM 17C 85mm

Glued-laminated timber

Hyne & Son Pty Ltd GL17C230x85, 260x85, 295x85, 330x85, 360x85, 425x85, 460x85, 525x85

HYNEBEAM 17C 135mm


Hyne & Son Pty Ltd GL17C230x135, 260x135, 295x135, 330x135, 360x135, 425x135, 495x135, 525x135

HYNEBEAM 18C 65mm


Hyne & Son Pty Ltd GL18C245x65, 270x65, 300x65, 330x65, 360x65

HYNEBEAM 18C 85mm


Hyne & Son Pty Ltd GL18C270x85, 300x85, 330x85, 360x85 420x85, 450x85

HYNEBEAM 21C 65mm


Hyne & Son Pty Ltd GL21C120x65, 155x65, 185x65, 215x65, 245x65, 270x65, 300x65, 330x65, 360x65, 390x65, 390x65, 420x65

HYNEBEAM 21C 85mm


Hyne & Son Pty Ltd GL21C

120x85, 155x85, 185x85, 215x85, 245x85, 270x85, 300x85, 330x85, 360x85,390x85, 420x85, 450x85, 480x85, 510x85, 540x85, 570x85, 600x85

HYNEBEAM 21C 135mm


Hyne & Son Pty Ltd GL21C

120x135, 155x135, 185x135, 215x135, 245x135, 270x85, 300x85, 330x85, 360x135,390x135, 420x135, 450x135, 480x135, 510x135, 540x135, 570x135, 600x135,

HYNE LGL 44 (Edgebeam)

Edge glued-laminated timber

Hyne & Son Pty Ltd LGL 200x44, 245x44, 300x44, 360x44

HYNE LGL 65 (Edgebeam)

Edge glued-laminated timber

Hyne & Son Pty Ltd LGL150x65, 200x65, 245x65, 300x65, 360x65

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MEMBER APPLICATION HYNE I-BEAM HYNEBEAM 18C AND 21CHYNEBEAM

17CHYNE LGL 44 (EDGEBEAM) HYNE LGL 65

FLOOR MEMBERS

Bearers

Bearer with roof load

Floor joists

Deck joists

Trimmer joists

Floor trimmer

Load bearing joist

WALL MEMBERS

Verandah Post

Wall studs

Wall plates

Lintels

Wind beam

Window sill

Wall girt

Wall Mullion

ROOF MEMBERS

Ceiling joists

Ceiling battens

Hanging beams

Counter beams

Verandah beams

Rafters

Hip rafters

Roof/intermediate beams

Ridge beams

Pitching beams

Underpurlins

Strutting beams

Counter strutting beams

Strutting/hanging beams

Roof battens

Roof purlins

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HYNE PRODUCT HYNE LGL 44 (EDGEBEAM)HYNE LGL 65

HYNEBEAM 17C

HYNEBEAM 18C

HYNEBEAM 21C

Type Glulam GlulamHigh

strength Glulam

High strength Glulam

High strength Glulam

Grade LGL LGL GL17 GL18 GL21

Bending fb MPa 30 33 42 50 50

Tension ft MPa 16 16 21 25 25

Shear fs MPa 3.7 3.7 3.7 5.0 5.0

Comp. fc MPa 30 33 35 50 50

Modulus Of Elasticity

E MPa 13300 13300 16700 18500 21000

Modulus Of Ridgity

G MPa 890 900 1110 1230 1400

Densitykg/m3

540 650 640 750 810

Joint Group JD4 JD4 JD4 JD3 JD2

Strength Group SD6 SD6 SD5 SD5 SD2

Bearing Perp fp MPa 12 12 15 23 27

Bearing Parallel fl MPa 35 35 45 70 80

Shear At Joints fsj MPa 5 5 6.1 8.7 10.0

Tension Perp ftp MPa 0.6 0.6 0.6 0.7 0.9

Durabilty Class 4 4 4 4 2

Manufacture Site

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BENDING RIGIDITY Elx X 109

BENDING RIGIDITY Ely X 109

VERTICAL SHEAR Vx

TORSONIAL RIGIDITY GJ X 109

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Reinforcement of Hyne I-Beams to load bearing cantileverrefer page 19, detail 2.1 - 2.5

Boundary Details refer page 25, detail 5.3 - 5.8Recommend RB45 to deal with concentrated loads.

Boundary Details refer page 25, detail 5.3 - 5.8use RB21 or RB45

BRACING AND BLOCKING Single blocking at 1.8m centres maximum or double blocking at 3.6m centres maximum over all bearing lines

Fixing connection details refer page 21, detail 4.0 - 4.13

Web Holes for services refer page 29, detail 6.0

Floor Trimmers and Floor Trimming JoistNominal fixings. For joists and trimmers upto 1.8m two multigrips may be used

All Hyne I-Beams are to be braced before flooring is laid (temporary bracing)

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This is a typical Hyne Floor construction plan. Please see page numbers on the plan to locate details.

PLEASE NOTE:

s .OMIDSPANBLOCKINGREQUIREDs &LOORNEEDSTOBEBRACEDDURINGCONSTRUCTION

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Span 2 (major)Span 1 (minor)

For a Hyne Engineered Timber Product member to be considered continuous it shall span at least 2 adjacent spans such that span 1 is greater than or equal to 0.75 x Span 2. The major span is taken from the continuous span table e.g. If span 2= 6.0 then span 1 is greater or equal to 4.5m.Otherwise each span is to be considered single.

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PLEASE NOTE:

s )N4ABLEOFTHELIVELOADHASBEENCONSIDEREDto be permanent load for assessing the long-term deflection limits for floors in general office, residential and institutional space. For other applications such as storage areas, where higher permanent loads may be expected, specific engineering design should be applied refer to Design in Hyne 4.2NZ

s 7HEREHEAVYPERMANENTDEADLOADSSUCHASWATERBEDSORTILEDfloors are to be applied to the floor joist system, allowance should be made. Suitable allowances can be made by designing the floor joists at 450mm or 600mm centres but installing them at 300 or 450mm respectively.

FLOOR MASS 40KG/M2 LIVE LOAD = 1.5 KPA ( DOMESTIC) FLOOR JOISTS 1.5KPA IBSUPPORTING FLOOR & CEILING LOADS ONLY

MAXIMUM PERMISSIBLE SPAN (MM)

MAXIMUM FLOOR JOIST SPACING (MM)

FLOOR JOIST SIZESingle Span Continuous Span

300 400 450 480 600 300 400 450 480 600

IB 200 x 90 4800 4300 4100 4000 3700 5400 4700 4400 4300 3800

IB 245 x 90 5600 5100 4900 4800 4400 6200 5400 5100 4900 4400

S88 x 245 6100 5600 5300 5200 4800 7300 7000 6800 6600 5300

IB 300 x 90 6500 6100 5900 5700 5300 7500 6500 6200 6000 5300

S88 x 300 6800 6400 6200 6100 5700 8400 7800 7600 7500 6700

IB 360 x 90 7200 6700 6500 6400 6000 8400 7300 6900 6700 6000

S88 x 360 7500 7100 6900 6800 6400 9300 8700 8400 8300 7800

PLEASE NOTE:

These span tables are conservative spans. To run precise spans please use Design in HyneNZ v4.2 software.IB - Hyne I Beam NZ - Hyne Super I beam LGL - Hyne LGL Minimum end bearing length - 45mm Minimum intermediate bearing - 85mm.

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FLOOR MASS 40KG/M2 LIVE LOAD = 1.5 KPA ( DOMESTIC) FLOOR JOISTS 1.5KPA LGLSUPPORTING FLOOR & CEILING LOADS ONLY




300 400 450 480 600 300 400 450 480 600

LGL 200 x 44 4600 4200 4100 4000 3700 5500 5500 5300 5200 4800

LGL 245 x 44 5600 5100 5000 4900 4500 6800 6700 6500 6400 6100

LGL 300 x 44 6600 6200 6000 5900 5500 8300 7800 7600 7500 7100

LGL 360 x 44 7500 7000 6900 6800 6400 9400 8900 8600 8500 8100

LGL 130 x 65 3600 3200 3000 3000 2900 4100 4000 3600 3600 3400

LGL 150 x 65 4200 3800 3600 3500 3400 4700 4700 4300 4200 4000

LGL 200 x 65 5500 5100 4900 4800 4500 6300 6300 6300 6200 5600

LGL 245 x 65 6500 6100 5900 5800 5500 7700 7700 7500 7400 7000

LGL 300 x 65 7400 7000 6900 6800 6500 9400 8900 8600 8500 8100

LGL 360 x 65 8400 8000 7800 7700 7400 10600 10100 9800 9700 9300

PLEASE NOTE:

These span tables are conservative spans. To run precise spans please use Design in HyneNZ v4.2 software.IB - Hyne I Beam NZ - Hyne Super I beam LGL - Hyne LGL Minimum end bearing length - 45mm Minimum intermediate bearing - 85mm

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FLOOR MASS 40KG/M2 LIVE LOAD = 2.0 KPA ( DOMESTIC) FLOOR JOISTS 2.0KPA IBSUPPORTING FLOOR & CEILING LOADS ONLY




300 400 450 480 600 300 400 450 480 600

IB 200 x 90 4500 4100 3900 3800 3400 4800 4200 3900 3800 3300

IB 245 x 90 5300 4800 4500 4400 3900 5600 4800 4500 4400 3900

S88 x 245 5800 5200 5000 4900 4500 7200 6300 5600 5300 4200

IB 300 x 90 6200 5800 5500 5300 4800 6700 5800 5500 5300 4800

S88 x 300 6600 6100 5900 5800 5300 8100 7500 7100 6700 5400

IB 360 x 90 6900 6500 6200 6000 5300 7500 6500 6200 6000 5300

S88 x 360 7300 6800 6600 6500 6100 8900 8300 8100 7800 6600

PLEASE NOTE:

TThese span tables are conservative spans. To run precise spans please use Design in HyneNZ v4.2 software.IB - Hyne I Beam NZ - Hyne Super I beam LGL - Hyne LGL Minimum end bearing length - 45mm Minimum intermediate bearing - 85mm





300 400 450 480 600 300 400 450 480 600

LGL 200 x 44 4400 4000 3900 3800 3500 5500 5400 5300 5100 4800

LGL 245 x 44 5300 4900 4700 4600 4300 6800 6500 6300 6200 5900

LGL 300 x 44 6300 5900 5700 5600 5300 8000 7500 7300 7200 6800

LGL 360 x 44 7200 6800 6600 6500 6200 9100 8500 8300 8200 7200

LGL 130 x 65 3400 3200 3000 3000 2800 4100 4000 3600 3600 3400

LGL 150 x 65 4000 3600 3500 3400 3200 4700 4700 4300 4200 4000

LGL 200 x 65 5200 4800 4600 4500 4300 6300 6200 6000 5900 5500

LGL 245 x 65 6200 5800 5600 5500 5200 7700 7200 7000 6900 6500

LGL 300 x 65 7200 6800 6600 6500 6200 9000 8400 8200 8000 7600

LGL 360 x 65 8200 7700 7500 7400 7100 10300 9700 9400 9200 8700

PLEASE NOTE:


41"/5"#-&'-003+0*454,1"64*/():/&*#&".4

41"/5"#-&'-003+0*454,1"64*/():/&-(-

#HKK

NFKEOPO

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&


FLOOR MASS 40KG/M2 LIVE LOAD = 3.0 KPA FLOOR JOISTS 3.0KPA IBSUPPORTING FLOOR & CEILING LOADS ONLY




300 400 450 480 600 300 400 450 480 600

IB 200 x 90 4000 3500 3300 3200 2800 4000 3300 3000 2800 2300

IB 245 x 90 4700 4000 3800 3700 3300 4700 4000 3800 3700 3000

S88 x 245 5300 4800 4600 4500 3800 5900 4500 4000 3700 3000

IB 300 x 90 5700 4900 4600 4500 4000 5700 4900 4600 4500 3900

S88 x 300 6100 5600 5400 5300 4800 7500 5700 5000 4700 3800

IB 360 x 90 6300 5500 5200 5000 4500 6300 5500 5200 5000 4500

S88 x 360 6800 6300 6100 6000 5100 8300 7000 6200 5800 4700

PLEASE NOTE:






300 400 450 480 600 300 400 450 480 600

LGL 200 x 44 4000 3700 3500 3500 3200 5300 4800 4600 4500 4100

LGL 245 x 44 4900 4500 4300 4200 4000 6300 5900 5600 5500 5000

LGL 300 x 44 6000 5500 5300 5200 4800 7400 6900 6700 6400 5200

LGL 360 x 44 6800 6400 6200 6100 5800 8500 7600 6800 6400 5100

LGL 130 x 65 3200 2900 2800 2700 2500 3900 3500 3400 3300 3100

LGL 150 x 65 3600 3300 3200 3100 2900 4500 4100 3900 3900 3600

LGL 200 x 65 4800 4400 4300 4200 3900 6000 5500 5300 5200 4800

LGL 245 x 65 5800 5400 5200 5100 4800 7000 6500 6300 6200 5800

LGL 300 x 65 6800 6400 6200 6100 5800 8200 7600 7400 7300 6900

LGL 360 x 65 7700 7300 7100 7000 6700 9400 8700 8500 8300 7500

PLEASE NOTE:


41"/5"#-&'-003+0*454,1"64*/():/&*#&".4

41"/5"#-&'-003+0*454,1"64*/():/&-(-

#HKK

NFKEOPO

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

No reinforcement required. Blocking only required

Cantilever

If bottom plate is outside the requirements of NZS 3604 Table 8.17 and requires support use 70x35 MSG8 bridge member on top of the bottom flange, fixed using 2/75x3.15 nails through web. Nail and glue Rimboard to this bridge member.

Blocking required onunreinforced sides

Use treated RB21,RB45 or equivalent structural boundary at end of cantilever

Cantilever

If bottom plate is outside the requirements of NZS 3604 Table 8.17 and requires support use 70x35 MSG8 bridge member on top of the bottom flange, fixed using 2/75x3.15 nails through web. Nail and glue Rimboard to this bridge member

Use treated RB21, RB45 or equivalent structural boundary at end of cantilever

Rimboard (RB21) attached with 2 rows of 30x3.15mm FH nails at 75mm centres to one side of joist

Blocking required on unreinforced sides

$BOUJMFWFS%FUBJMT

=JPEHARAN!AP=EHO

3.15 x 75mm nails, one each side

Use RB21 or RB45

Beyond 600mm, Edgebeam trimmer joist to be checked

for structural adequacy

Use Edgebeam LGL trimmer joist to support joist outriggers. Depth to match Hyne I-Beam joist depth

Refer to span tablesfor cantilever reinforcingrequirements and fixings

Use Pryda approved joist hangers only

Load bearing wall frame

Bottom plate of wall frame to be sized as NOT supported or refer to detail 2.3

600 minimum

Hyne I-Beam blocking between joists

Rimboard (RB21) attached with 2 rows of 30x3.15mm FH nails at 75mm centres to one side of joist

If bottom plate is outside the requirements of NZS 3604 Table 8.17and requires support use 70x35 MSG8 bridge member on top ofthe bottom flange, fixed using 2/75x3.15 nails through web.Nail and glue Rimboard to this bridge member.

Cantilever

Use treated RB21mm,RB45mm or equivalent structural boundary at end of cantilever

Floor joist reinforcement of cantilever,Refer table 3.0 and 3.1, page 20

Minimum backspan of reinforcement equals cantilever length

Backspan Cantilever

OHX

Roof load width (RLW)

X2

OH= +

Span of Hyne I-Beamjoist must be minimum 3 x cantilever distance

Durable joist outriggers and edge trimmers to suit balcony requirements

Hyne I-Beam Joist

50mmminimum

300 maximum equal spaces

Outrigger backspan minimum 1.5 x cantilever distance

Packing blocks between web of Hyne I-Beam and outrigger joist. Fix to Hyne I-Beam as per web stiffeners. Fix outrigger joist to web stiffeners with 3/3.15 diameter x 90mm nails. Along bottom flange fix with 3.15mm diameter x 90mm nails at 300mm centres. Construction glue needs to be applied on site.

Solid durable blocking between joists over lower frame

$"/5*-&7&30653*((&3%&$,#"-$0/:%&5"*-

$"/5*-&7&3.&5)0%.%&5"*-

#3*$,&%(&$"/5*-&7&3

$"/5*-&7&3.&5)0%

$"/5*-&7&3.&5)0%.

-0"%#&"3*/($"/5*-&7&3&9".1-&

PLEASE NOTE:

M1 - no reinforcement required.M2 - load-bearing cantilever reinforced one side.M3 - load-bearing cantilever reinforced both sides. Cantilever distance allowable for Hyne I-Beam sizes to be verified by reference to the Hyne I-Beam span tables or Design-in-Hyne software.

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

=JPEHARAN!AP=EHO#ETEJC

!AP=EHO

$BOUJMFWFS%FUBJMT'JYJOH%FUBJMT

Floor Mass 40 kg/m2No snow loadRoof Pitch = 25

LIVE LOAD = 1.5 KPA (DOMESTIC) Cantilever [Load Bearing]LOAD BEARING FOR HYNE I-BEAMS

MaximumCantilever

Hyne I-BeamSolution

Light Weight Roofing - ( up to 20kg/m2) Heavy Weight Roofing - ( up to 60kg/m2)

Roof Load Width, RLW (m) Roof Load Width, RLW (m)

4.0 6.0 8.0 2.0 4.0 6.0

Floor Joist Spacings (mm) 300 450 600 300 450 600 300 450 600 300 450 600 300 450 600 300 450 600

450mm

IB 200x70 M1 M1 M2 M1 M2 M3 M1 M2 - M1 M1 M2 M1 M2 - M1 - -

IB 245x70 M1 M1 M1 M1 M1 M2 M1 M1 M3 M1 M1 M1 M1 M1 M2 M1 M2 -

IB 300x70 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2


750mm

IB 200x70 M1 M1 M2 M1 M2 - M1 M3 - M1 M1 M2 M1 M2 - M1 - -




900mm





1200mm

IB 200x70 M1 M3 - M2 - - M3 - - M1 M3 - M2 - - - - -




Floor Mass 40 kg/m2with 0.5 kPa Snow Load Roof Pitch = 25

LIVE LOAD = 1.5 KPA (DOMESTIC) Cantilever [Load Bearing]LOAD BEARING FOR HYNE I-BEAMS

MaximumCantilever

Hyne I-BeamSolution

Light Weight Roofing - ( up to 20kg/m2) Heavy Weight Roofing - ( up to 60kg/m2)

Roof Load Width, RLW (m) Roof Load Width, RLW (m)

4.0 6.0 8.0 2.0 4.0 6.0

Floor Joist Spacings (mm) 300 450 600 300 450 600 300 450 600 300 450 600 300 450 600 300 450 600

450mm

IB 200x70 M1 M1 M2 M1 M2 M3 M1 M2 - M1 M1 M2 M1 M2 - M1 - -




750mm





900mm





1200mm

IB 200x70 M1 M3 - M2 - - M3 - - M1 M3 - M2 - - - - -




Pitch (degrees) 25 27.5 30 35 40 45

Pitch Multiplier Ratio (PMR) 1.0 1.03 1.05 1.12 1.21 1.31

41"/5"#-&-0"%#&"3*/($"/5*-&7&3

41"/5"#-&-0"%#&"3*/($"/5*-&7&3,1"4/08-0"%

300'1*5$).6-5*1-*&33"5*0

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

Web stiffener

Pryda Face MountLF190/90, LF235/90, LF 290/90(Web stiffeners not required)

Pryda Top Mount HangerLT200/90, LT 245/90, LF300/90(Web stiffeners not required)

Pryda Double Face Mount LF190/180(Web stiffeners required where top flange unrestrained)

)BOHFS'JYJOHT

45mm Timber plate

3mm - 6mm gap

Steel beam

40 x 3.75 Nails

Minimum 3mm, to maximum 6mm overhang of top plate from steel beam to prevent squeaks

45 mm top plate

Pryda Top Mount Hanger LT200/90, LT 245/90, LF300/90(Web stiffeners not required)

30 x 6mm Gauge Screw

Packer wide enough to clear flange

Steel Beam

No notching required

Pryda Face MountLF190/90, LF235/90, LF 290/90(Web stiffenersnot required)

Double joist connection to be in accordance with detail 5.9, page 26. Web stiffeners to coincide with any significant load positions

Web stiffeners

Approved joist hanger

Web stiffeners to be installed in accordance with detail 5.2 page 24.

Double Hyne I-Beam trimmer joist

Hyne I-Beam trimmer

Hyne I-BeamHanger Reference: Top Mount LT200/90, LT 245/90, LF 300/90

Pryda I-Beam hangers have been engineered to provide support for Hyne I-Beams, Hyne LGL and 17C beams in domestic and commercial applications. The hangers are fully compatible with Hyne I-Beams, Hyne LGL and 17C beams and are suitable for any support configuration. The product has been developed in accordance with the relevant New Zealand Building Standards and the design capacities are verified by a rigorous testing program. We recommend that installation of Hyne I-Beams, Hyne LGL and 17C beams with the Pryda I-Beam hangers is conducted in accordance with the construction guide. %

=JCAN#ETEJC

O

PLEASE NOTE:

s 9OUMUSTCHECKTHECAPACITYOFALLHANGERSANDCONNECTIONSFORYOURparticular application.

s -INIMUMMMMAXIMUMMMCLEARANCEBETWEENBEAMS#ONTACTbetween beams may cause squeaks.

s %NSUREFASTENERSARESELECTEDTOMEETTHEDURABILITYREQUIREMENTS of NZS 3604:1999.

s 5SETHECORRECTNAILSSCREWSANDNAILPLATESFOLLOWINGINSTALLATIONinstructions.

s 2EFERTOTHE%NGINEERED4IMBER3OLUTIONS#ONSTRUCTION'UIDEFORfixing selection and hanger size..

+0*45)"/(&3$0//&$5*0/5:1&4

+0*45$0//&$5*0/5045&&-#&". 015*0/

):/&*#&".'*9&%5045&&-#&".8*5) '"$&.06/5)"/(&3015*0/

+0*45$0//&$5*0/5045&&-#&". 015*0/

+0*455053*..&3$0//&$5*0/

):/&*#&".'*9&%5045&&-#&".8*5) '"$&.06/5)"/(&3015*0/

45mm Packer

Steel Beam

Pryda Face Mount HangerLF190/90 , LF235/90 , LF 290/90 (Web stiffeners not required)

Notch in top flangedo not over cut notch

15mmMax

25mm Max

5mm Maximum clearance

1 / 30 x 10 gauge bugle head screwthrough beam to bottom flange of joist

Steel beam

Minimum bearing length 30mm

UB, UC or channel section

Web stiffener installed in contact with bottom flange. Fix with 3/65x3.15 nails each side equally spaced

3mm gap1/2 depth of joist maximum

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

%=JCAN#ETEJC

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)BOHFS'JYJOHT

IMPORTANT Minimum gap 3mm between beam and I-Beam

I-Beam depth

60% minimum

The hanger must support a minimumof 60% of joist depth

Web stiffener required when top flanges are unrestrained

Resist lateral movement

10mm Minimum

Top flange of I-Beam restrained

I- Beam hanger

30x6 gauge bugle-head or wafer-head wood screws or similar

I-Beam bottom flange

I-Beam web

Strap nail plate each side

One skewed nail75x3.15mm through each side of the flange into the supporting member

Minimum 45mmend distance

2 Skewed nails 75x3.15mmthrough the flange

Required bearing length

2 Skewed nails75x3.15mmthrough the flange

Nail to top plate with minimum 2/3.75x75mm nailsNail on each side through the flange

Wall top plate

Hyne I-Beam

"

" # $ %

# &/%#&"3*/( %&5"*-07&35)&5011-"5&

75x50x5 MS angle fixed to bearer using 4/type 17 screws. Use 1/30mm x 10 screw through angle to bottom flange of Hyne I-Beam joist.

Hanger Reference: LVSIA

LVSIAType 17 screws 30mm x 10 gauge bugle-head screw

4,&8"/(-&)"/(&3

'*9*/(3&26*3&.&/54'03'"$&.06/5501.06/5)"/(&34

PLEASE NOTE:

Minimum 3mm/maximum 6mm clearance between beams. Contact between beams may cause squeaks.

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

)BOHFS'JYJOHT

Hanger Reference: JH 87/117JH 87/180JH 87/265

40x3.15mm nails

Hanger Reference: FB 47/176

30x3.15mm nails

%=JCAN#ETEJC

O

Hanger Reference: LF 220/90 SL or R

40x3.75mm nails

Left or right orientation based on view from the supported I-Beam

Hanger Reference: LF 220/90 SL or R

70mm

W1 W2 W2

Slope to 45 up or down

1. Position LF.VS connector against plumb-cut end of joist. Fasten joist side flanges on both sides with 40x3.75mm nails. Bend seat up to fit against joist bottom and drive (1) 40x3.75mm nail through bottom seat in to rafter bottom. Drive (2) 40x3.75mm nails at downward angle through dimpled nailing guides.

2. Lean connector and rafter end against ridge beam at desired position. Install 40x3.75mm nails through nail holes into ridge beam on inside flange.

40x3.75mm nails

Angle maximum 453. Bend flange to desired angle.4. Hammer outside flange until edge touches header. Fasten outside flange to ridge by driving 40x3.75mm nails through nail holes.

Hanger Reference:LF190/90VSLF 224/90VS

" #

4,&8"/(-&)"/(&3

4,&8"/(-&)"/(&3'*9*/( 4,&8"/(-&)"/(&3'*9*/(

):/&-(-$)"/(&3'*9*/(

7"3*"#-&4-01&4,&8"/(-& )"/(&3'*9*/(

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

!AP=EHO

*OUFSOBM#SBDJOH

45mm Thick MSG8 nog to joist depth hard up under flooring

Sheet Brace Straps:6kN - 1/300mm x 25mm x 1.0mm sheet brace strap fixed with 6/30x3.15mm product nails to stud and block (twisted)12kN 2/300mm x 25mm x 1.0mm sheet brace strap fixed with 6/30x3.15mm product nails to stud and block (twisted)

Upper wall framing

Double web stiffener each side of I-Beam nailusing 5/75x3.15mm nails from each face

Multigrips:6kN - 1 Multigrip to 1 face both ends fixedwith 30x3.15mm product nails (fully nailed)12kN - 2 Multigrips to 2 faces bothends fixed with 30x3.15mm products nails (fully nailed)

Upper non-loadbearing wall framing

90x45mm Solid blocking between joists at 600mm maximum centres and at each side of door openings in wall above.

Blocking not required if wall within150mm of joist

2/100x3.75 mm

#3"$*/(8"--5*&%08/

/0/-0"%#&"3*/(8"--1"3"--&-

Tight fit

Concentrated load

3mm Minimum gap

3mm Minimum gap3/65x3.15 nails each side equally spaced

Tight fit

845*''&/&3%&5"*-

PLEASE NOTE:

s 7EBSTIFFENERSTOBEUSEDATALLCONCENTRATEDLOADSANDATSUPPORTSwhere specified.

s 7EBSTIFFENERSIZEXMM

8FC4UJGGFOFS%FUBJM

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

Rimboard

BoundaryI-Beam

6kN and 12kN brace fixing

Strap 300x25 x 0.9Fixed with 6/30x3.15mm nails to each end

12 kN fixing with 2 SHEET BRACE STRAPS 12 nails to stud(s) and 12 nails to Rimboard

6kN fixing brace with 1 SHEET BRACESTRAP and 6 nails to stud and Rimboard

RB45 H3.1 with 90x2.8mm nails at 150mm centres staggered

Fix RB45 H3.1 to I-Beam with 90x2.8mm nails at 150mm centres along each flange

Fix bottom flange of I-Beam with 75mm x 3.15mmnails at 150mm centres

Rimboard

!AP=EHO

#PVOEBSZ%FUBJMT

RB45 H3.1 fixed to Hyne I-Beam

Hyne I-Beam

Girder truss

Fix Rimboard to I-Beam with 90x2.8mm nails at 150mmcentres along each flange

3.0m

Fix bottom flange of I-Beam with 75x3.15mm nails at 150mm centres

3*.#0"3%&/%+0*45 3*.#0"3%&95&3/"-8"--#3"$*/('*9*/(

-0"%#&"3*/():/&*#&". 3*.#0"3%#06/%"3:

Hyne I-Beam blocking or 2/70x45 Nogs

Option to use RB21 or RB45

RB21 use 60x2.8mm flat head nails at 150mm centresRB45 use 90x3.15mm flat head nails at 150 centres

3*.#0"3%+0*/*/(

PLEASE NOTE:

s "LUNTNAILENDSTOAVOIDSPLITTINGOFmANGESs !LL2IMBOARDSARETREATEDTO(s 2EFERTO.:3FORTREATMENTDETAILS

PLEASE NOTE:

s !VOIDUSINGWIDESECTIONTIMBERs !LL2IMBOARDSARETREATEDTO(s 2EFERTO.:3FORTREATMENTDETAILS

Concentrated load from upper story eg. under girder trusses with a setback greater than 2.4m or lintel greater than 3.0m span

90x45 Radiata MSG8 squash blocks 1mm deeper than joist depth. One each side of I-Beam or under point concentrated load

Squash block for joists under concentrated load points

RB21 or RB45

$0/$&/53"5&%-0"%"5+".456%4 0310454

90x3.15mm skew nailsat 150mm centres

30mm

Fix bottom plate with 90x3.15mm nailsat 150mm centres into flooring

Fix Rimboard with 1/60x2.8mm nail into each flange

RB45 Rimboard H3.1

Fix Rimboard into plates 30mm in and at 45 with 90x3.15mm nailed at 150mm centres

45

90x3.15mm skew nails at 150mm centres

3*.#0"3%'*9*/(50*#&".53"/4'&33*/(#3"$*/(-0"%'30.8"--"#07&

PLEASE NOTE:

s 7HEREK.ANDK.TIEDOWNBRACINGSTRAPSAREREQUIREDTHESEare to be fixed to manufactures specifications in addition to the fixing shown above.

s /THERWALLlXINGSTO.:3REQUIREMENTS

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

Use a minimum of 2 blocking sections every 3.6 metres, orsingle blocking every 1.8 metres.

Hyne I-Beam floor joists

Fix joists to top plate as per detail 4.6 page 22.Fix blocking to top plate with 2 nails each end and 2 skew nails to top flanges.

Hyne I-Beam blocking

#SBDJOHBOE#MPDLJOH

"QSPO3PPG%FUBJM

!AP=EHO #3"$*/("/%#-0$,*/(

PLEASE NOTE:

BRACE BLOCKING FOR WIND AND EARTHQUAKEBracing of the floor is required to transfer bracing forces from the upper level to the lower level. To achieve this we need to provide lateral restraint to the floor. Where the forces are parallel with the joist this is adequate with the longitudinal shear capacity of the joists. For forces perpendicular to the joist, brace blocking is required. This can be achieved by two blocking panels at 3.6m centres or one blocking panel at 1.8m centres along bearing and bracing walls. Along the external wall use the Rimboard.

300mm

Minimu

m

65mm b

earing

Fix plywood with 2 groups of 6/3.15 diameter nails and 1 group of 4/75 x 3.15mm diameter nails as shown.Provide elastomeric glue (Maxbond or equivalent) between ply and OSB web.

Hyne I-Beam blocking panel under upper framing

Upper wall framing

21mm F8 plywood both faces or 21mm Rimboardripped down to fit between both flanges

Solid timber blocking

100mm

minimu

m

100mm

100mm

600mm

minimu

m

450mm

maxim

um

Flooring extends beyond upper wall

40mm

40mm

Roof supported - maximum 8m concrete tile roof

Stud wall supported maximum 8m truss span concrete tile roof

"130/300'%&5"*-

PLEASE NOTE:

s $OUBLEJOISTREQUIREDUNDERLOADBEARINGSTUDSSUPPORTING upstairs lintels.

s &ORLINTELSPANSGREATERTHANMM%NGINEERINGDESIGNWILL be required.

s %NGINEEREDDESIGNISREQUIREDFOR)"EAMSSUPPORTINGGIRDERTRUSSESs 2IMBOARDWILLNEEDTOBERIPPEDDOWNONSITETOlTBETWEENmANGESs &OR)"EAMSIZESELECTIONREFERTO$I(.:SOFTWAREFORWALLSLOADED

on joists.

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

FIRE CONTROLHyne floors may be used in fire rated construction. For details on the fire rating of floors, refer to the publication entitled Gib Fire Related Systems.

NOISE CONTROLHyne floors can be used in Gib Noise Control Systems as a substitute for solid timber joists. Note the requirements for solid blocking at floor/ceiling to wall junctions in Fire and Noise Control Separations.For detailed specifications on intertenancy construction, refer to the publication entitled Gib Noise Control Systems. For detailed specifications on residential construction, refer to Gib Quiet Zone which is contained in the publications entitled Gib Living Solutions for New Homes and Gib Living Solutions for Established Homes.

Web stiffeners to both sides of Hyne I-Beams with approved fire cement to fill in all gaps

Continuous Hyne Edgebeam

Hyne Edgebeam blocking between Hyne I-Beams

!AP=EHO

150mm centres on edges

200mm centres on immediate supports

Sheets layed in brick bond pattern.Use 50x8mm gauge screws.

'MPPS'JYJOH%FUBJMT

Panel edge fixing 150mm maximum nail centres

Panel intermediate fixing 200mm maximum nail centres

Double fixing for diaphragm

Plywood Fixing Options Fixing Centres (mm)

I-Beam Type Size Ends Intermediates

Galvanised flat head nails 60mm x 2.8g 150 200

Galvanised screw self drilling or counter sunk

50mm x 8g 150 200

'JSF/PJTF$POUSPM

'*9*/(453"/%'-0031"35*$-"3%'-003*/(

*/5&35&/"/$:8"--'*3&4&1"3"5*0/%&5"*-

'*9*/(1-:800%'-003*/(1"/&-4

PLEASE NOTE:

s 4IMBERNOGSORTONGUEANDGROOVEJOINTISREQUIREATSHEETEDGESs ,AYSHEETSINBRICKBONDPATTERN

PLEASE NOTE:

s 4IMBERNOGSORTONGUEANDGROOVEJOINTISREQUIREATSHEETEDGESs ,AYSHEETSINBRICKBONDPATTERN

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

!AP=EHO

NAILS: 2 x 44mm Hyne LGL 75 x 3.05mm Ringshank

%PVCMF#FBN$POOFDUJPOT

Nail using 4/75x3.15mm nails for each web stiffener. Two nails from each side and ends need to be clenched.

3mm gap between web stiffener and flange

Web stiffeners between I-Beams at 600mm centres maximum

Apply bead of construction adhesive to each flange prior to assembly.

At points of load concentration (eg girders) use a group of six nails as additional fasteners

50 maximum

200200

200

200200

50 maximum

%06#-&):/&*#&".$0//&$5*0/

%06#-&):/&-(-$0//&$5*0/

PLEASE NOTE:

s 7HERETHEDOUBLE(YNE,',SUPPORTSANOTHERMEMBERlXEDTOITSface, additional nailing is required from the reverse side of the Hyne LGL.

s !DDITIONALFASTENERSWILLALSOBEREQUIREDATPOINTSOFCONCENTRATEDload, as shown in 12.2.

s 3KEWNAILINGISREQUIREDTOAVOIDPRYINGs !LLNAILSTOBEALTERNATIVELYSKEWEDTOVERTICALs !NADDITIONALCENTREROWOFNAILSISREQUIREDTOBOTHSIDESFORBEAMS

300mm in depth. s 7HEREADOUBLECOMPONENT,',HASACONCENTRATEDLOADFROMONE

side only, use 6x3.15mm diameter nails in the vicinity of the load. Fixing needs to be specifically designed when the load from one side is greater than 4.8kN.

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

)PMFTJO)ZOF*#FBNT

!AP=EHO

Beam Span 5.0m(End Hole Zone) (End Hole Zone)

125x125 Hole 2.0m from centre line 125x125 Hole 2.0m from centre line

125 mm

Holes are not permitted directly over support

Holes are not recommended within the joist depth away from support

D

DCentre line

From centre line(End Hole Zone)

From centre line(End Hole Zone)

Holes are not permitted directly over support

Holes are not recommended within the joist depth from support

D Round holes minimum3mm from flange edge

End support

Single Joist Span

D

Span centre line

Beam Span 1 Beam Span 2

From centre line of span 2(End Hole Zone)

From centre line of span 2(Intermediate Hole Zone)

From centre line of span 1(End Hole Zone)

D

Minimum clear spacing between holes2 x diameter of larger hole

Intermediate support in continuous span

40mm diameter hole permitted anywhere in the web, installed at minimum spacing, 80mm between holes

From centre line of span 1(Intermediate Hole Zone)

Continuous Beam Length

306/%)0-&4*/):/&*#&".4&9".1-&

306/%)0-&4*/):/&*#&".4&9".1-&

306/%)0-&4*/):/&*#&".4&9".1-&

PLEASE NOTE:

s 4HISMEANSTHATADIAMETERHOLECANBEPLACEDWITHINTHE%NDHole Zone as long as the hole is within 2.0m from the centerline.

s &ORTHEDISTANCEFROMTHESUPPORTSPANMn(OLE:ONEWidth) 2.0m = (distance from support) 0.5m

s )FMISGREATERTHANHALFTHESPANTHENTHEHOLECANBEPLACEDanywhere.

s 4HEHOLEISNOTALLOWEDOVERTHESUPPORTSs +EEPTHEHOLEATLEASTTHEJOISTDEPTHAWAYFROMTHESUPPORT

3&26*3&%*/'03."5*0/s -AXIMUMmOORLOADK.YESs 3HAPEANDSIZEOFHOLEROUNDHOLEMMDIAMETERs *OISTSIZE)"Xs *OISTSPACINGCENTRESs *OISTSPANMSINGLESPANJOISTs (OLEZONE%ND(OLE:ONE130$&%63&1. Select table according to hole shape round. (Round Hole)

page 302. Select hole size and joist spacings. Hole size 125x125 and

joist spacings 450 centres3. Select hole zone. (End Hole Zone)4. Select joist size (IB 245x70) and read across to intercept

coordinates (Hole zone width = 2.0m)

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

)PMFTJO)ZOF*#FBNT

!AP=EHO

Beam Span

Minimum spacing between holes2 x largest length of the rectangular openings

H

W

From centre line of span(End Hole Zone)

From centre line of span(Intermediate Hole Zone)

Maximum 40mm diameter hole allowed in cantilever span

Intermediate supportin cantilever support

Cantilever span

HOLE SIZE 125x250 150x300 175x350 200x400

HYNE I-BEAMJOIST SPACING (m)

450 600 450 600 450 600 450 600

MAXIMUM ALLOWABLE DISTANCE FROM CENTRE OF JOIST SPAN FOR END HOLE (m)

IB 200x70 - - - - - - - -

IB 245x70/88 2.0 1.4 0.9 0.5 - - - -

IB 300x70/88 2.3 1.6 1.6 1.1 1.3 0.4 1.1 MID

IB 360x70 3.5 2.5 2.3 1.6 1.5 1.1 1.1 0.4

MAXIMUM ALLOWABLE DISTANCE FROM CENTRE OF JOIST SPAN FOR INTERMEDIATE HOLE (m)

IB 200x70 - - - - - - - -

IB 245x70/88 1.2 0.8 0.5 0.3 - - - -

IB 300x70/88 1.3 0.9 0.8 0.5 0.6 0.3 0.6 MID

IB 360x70 2.1 1.5 1.3 0.9 0.8 0.4 0.4 0.2

HOLE SIZE 75x75 100x100 125x125 150x150 175x175 200x200

HYNE I-BEAMJOIST SPACING (mm)

450 600 450 600 450 600 450 600 450 600 450 600

MAXIMUM ALLOWABLE DISTANCE FROM CENTRE OF JOIST SPAN FOR END HOLE (m)

IB 200x70 2.0 1.4 1.4 1.1 - - - - - - - -

IB 245x70/88 2.8 2.6 2.8 2.0 2.0 1.5 1.3 0.6 - - - -

IB 300x70/88 3.1 2.9 3.1 2.9 3.1 2.6 2.6 2.1 2.1 1.6 1.4 1.0

IB 360x70 3.5 3.2 3.5 3.2 3.5 3.2 3.5 3.2 3.5 2.6 2.6 1.8

MAXIMUM ALLOWABLE DISTANCE FROM CENTRE OF JOIST SPAN FOR INTERMEDIATE HOLE (m)

IB 200x70 1.4 1.0 0.8 0.5 - - - - - - - -

IB 245x70/88 2.5 1.8 1.8 1.3 1.2 0.8 0.5 MID - - - -

IB 300x70/88 3.5 2.6 3.2 2.2 2.5 1.8 1.9 1.3 1.2 0.8 0.6 MID

IB 360x70 3.8 3.5 3.8 3.5 3.8 2.9 2.8 2.1 2.0 1.5 1.5 1.0

3&$5"/(6-"303306/%)0-&4*/):/&*#&".4&9".1-&

$655*/()0-&4*/):/&*#&".4

306/%03426"3&)0-&4*/):/&*#&".4

3&$5"/(6-"3)0-&4*/):/&*#&".4

PLEASE NOTE:

s .EVERDRILLCUTORNOTCHTHEmANGEOROVERCUTTHEWEBs 4HEHOLESINTHEWEBSHOULDBECUTWITHASHARPSAWs &ORRECTANGULARHOLESAVOIDOVERCUTTINGTHECORNERSASTHISCANCAUSE

stress concentrations.

PLEASE NOTE:

s 3LIGHTLYROUNDINGTHECORNERSISRECOMMENDEDTOAVOIDOVERCUTTINGfor rectangular holes.

s 3TARTTHERECTANGULARHOLEBYDRILLINGAMMDIAMETERHOLEINEACHof the four corners and then making the cuts between the holes to minimise damage to the web.

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

!AP=EHO

Vertical hole in beam

Minimum

5 x hole diameter

Extra side fixety required to stop prying or separating.

Centre Line

AA

C D E

B

4FSWJDF)PMFT)ZOF-(-$#FBNT

BEAM WIDTH (mm)MAXIMUM HOLE DIAMETER (mm)

MINIMUM HOLE SPACING (mm)

35 9 210

45 11 270

85 21 510

D = bolt diameter

Shear Load

4D

5D

4D

5D 5D

Horizontal Holes

D = bolt diameter

TENSION LOAD

5D 8D

5D

2D

2D

The following table outlines the requirements for holes being drilled through Hyne LGL and 17C floor members. For 18C and 21C please phone the technical helpline on 0800 022 357

A B C DD E F

HYNE LGL & 17C BEAMS

Maximum Hole Diameter (mm)

Top and Bottom Edge Distance (mm)

Minimum End Distance From

Support Face (mm)

Minimum Hole Spacing

Minimum Distance From Centre of Span

Maximum Number of Holes in Span

200 25 30 70 5 x Diameter None 3 Holes / Halfspan

40 55 290 5 x Diameter None 3 Holes / Halfspan

55 55 880 5 x Diameter 440 2 Holes / Halfspan

75 55 880 1300mm 650 1 Hole / Halfspan

245 25 30 70 5 x Diameter None 3 Holes / Halfspan



95 70 1050 1600mm 800 1 Hole / Halfspan

295 or larger 25 30 70 5 x Diameter None 3 Holes / Halfspan



115 85 1200 1800mm 900 1 Hole / Halfspan

7&35*$"-)0-&4$#&".40/-:

'"45&/*/()03*;0/5"-)0-&4'035&/4*0/-0"%4

4&37*$&)0-&4*/):/&-(-$#&".4

4&37*$&)0-&4*/):/&-(-$#&".4

4&37*$&)0-&4*/):/&-(-$#&".4

'"45&/*/()03*;0/5"-)0-&4'034)&"3-0"%4

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

!AP=EHO

PROBLEM SOLUTION

Seating plate

Splitting at notched beam support

Probable split

PROBLEM

Seat bracket

Bearingpoint here

SOLUTION

Hole at mid-depth

Notch forservices

PROBLEM SOLUTION

MIN*

*Minimum must not be less than half the depth of the beam

Taper cut length must not exceed 0.15 of the beam span

PROBLEM SOLUTION

0WFSDPNJOH4QMJUUJOH5BQFS$VUT

Taper cut Hyne 17C beam

Edge of nail plate foldedover beam and nailed

Nail plate each side

Pryda nail plate (see table 7.6 belowfor size selection)

Refer Depth at end of tapercut beam in table 7.6 below.

Double top plate

Pryda NPA 150/190 Nail Plate - 72, 3.15x30mm nailsPryda NPB 150/250 Nail Plate - 94, 3.15x30mm nailsTaper cut length must not exceed 15% of the beam span

Splitting at bolted beam support Splitting at notched beam support

Splitting due to lateral loads in diaphragm connection Splitting at notch in beam

/"*-1-"5&4*;&4'033&*/'03$&%5"1&3$654"11-*&450..$0/-:

NAIL PLATES TAPER CUT DETAILS

HYNE 17C BEAM SIZE DEPTH AT END OF TAPER CUT BEAM (mm)

130 160 190 220

330 x 85 NPA 150/190 X X X360 x 85 NPA 150/190 X X X395 x 85 NPB 150/250 NPB 150/250 X X425 x 85 NPB 150/250 NPB 150/250 NPB 150/250 X460 x 85 NPB 150/250 NPB 150/250 NPB 150/250 X525 x 85 NPB 150/250 NPB 150/250 NPB 150/250 NPB 150/250

%&5"*-4

%&5"*-4

6/3&*/'03$&%5"1&3$65

%&5"*-4

%&5"*-4

/"*-1-"5&3&*/'03$&%5"1&3$65

PLEASE NOTE:

Plate to be placed symmetrically about the inner face of the support, i.e. on the shear line Maximum reaction load for 150 deep NPA is 35kN ultimate. Maximum reaction load for 150 deep NPB is 70kN ultimate8INDICATESWHERETHEBEAMWOULDHAVEMORETHANDEPTHINSTALLATION: Use 30x3.15mm Pryda Timber Connector, Galvanised Nails GBC030315 (500G)

Please phone the technical helpline on 0800 022 357 for beams not listed below.

Refers to LGL, 85mm & 135mm 17C

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

"WPJE5IFTF1SBDUJDFT

RKE@1D

AOA-N=?PE?AO

DO NOT bevel cut joist beyond inside face of wall

DO NOT cut holes too close to support.

DO NOT bevel cut rafter beyond inside face of wall.

DO NOT overhang birdsmouth cut from inside face of plate.

DO NOT split the flange. Ensure the correct heel fixing is done.

DO NOT cut, notch or drill top or bottom chords.

Top platetoo wide

Top nails missing

Incorrect nail installation

Top nailing is incorrect due to:1. Top plate too thin or2. Wrong length nail is used

I-Beam is not seated properly into the hanger, this may cause nail pullout or shear under load.

Spreading hanger legs will push the I-Beam up which may cause uneven floors, squeaky floors and I-Beam rotation.

If the top plate is too narrow it may cause: 1. Hanger deformation2. Nail pull-out or shear3. Supporting beam deformation

Hangers not supporting the top flange of the Hyne I-Beam will require stiffeners.

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

/KKB KJ

OPNQ?PEKJ-H=J

This is a typical roof construction plan. Please see page numbers on the plan to locate details.

Lintel

Standard rafter flush supportdetail or pitching block, refer page 46, detail 5.14

Standard rafteroverhang detail,refer page 46, detail 5.15

Blocking pairsat 3.6m maximum

90x45 Overhang outrigger,refer page 46, detail 5.19

Rafter overhang trim detail, refer page 46, detail 5.18

Ridge over detail,refer page 47, detail 5.21

Rafter to ridge beam/roof beam connection,refer page 47, detail 5.20

Gable end rafter detail, refer page 47, detail 5.24

3PPG$POTUSVDUJPO1MBO

5:1*$"-300'$0/4536$5*0/1-"/

PLEASE NOTE:

s )FABEAMISABOVEAWINDOWORADOORTHENITISALINTEL)FNOTTHENITISABEARERs 0OINT,OADSONRAFTERSIEWATERSTORAGECYLINDERAIRCONDITIONINGUNITSANDOTHERSUCHUNITSWHEREHIGHERPERMANENTLOADSMAYBEEXPECTED

specific engineering design should be applied refer to Design in Hyne V4.2NZs 4HE3PAN4ABLESINTHISBROCHUREAREDESIGNEDASCONSERVATIVESPANS4ORUNPRECISESPANSPLEASEUSETHE$ESIGNIN(YNE6.:SOFTWARE

DESIGN CRITERIA:s 4HETABLESPROVIDEREALISTICMAXIMUMSPANSFORTHEGIVENRAFTERSPACINGS4HESERVICEABILITYCRITERIAUSEDAREASSPECIlEDIN!3.:3

SNOW LOADS:s )NACCORDANCEWITH.:3!SNOWLOADSUPTOK0AORK0AHAVEBEENCONSIDEREDINTHEPREPARATIONOFTHESETABLES4HEREFORETHESE

tables apply to all areas with snow loading 0.5 kPa or 1.0 kPa. Reference should be made to figure 15.1 of NZS 3604:1999 (A2) Timber framed buildings to determine the geographical areas covered by these design Span Tables. Where outside this scope, specific engineering design should be applied refer to Design in Hyne V4.2NZ

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

3&26*3&%*/'03."5*0/s 2OOFPITCHs 2OOFMASSLIGHTROOFORHEAVYROOF(EAVYROOFKGM2s #EILINGMASS 12kg/m29ESs 7INDSPEED(IGHs 3NOWLOAD.Os ,INTELs 4RUNCATED'IRDER4''IRDERSETBACKs 2OOFSPAN%,s /VERHANG/(s 2,74HEREFORE2,7IS130$&%63&1. Check that roof pitch is IE4HEREFORE/+2. Select RLW 4350 (4.5)3. Select first set back with 2.4 and read across to intercepting

coordinates, if intercepting co-ordinate is less than lintel span go to next set back 2.4 and so on until lintel span is than desired span (the fourth 2.4 set back is 4.9 which is > than 4800). Read across to select beam size 295x85 17C Hynebeam.

Lintel span(Span)

Single span lintel

Support

Overhang(OH)

Roof spanEL1

Girdersetback

Truncated girder truss (TG)

First normal truss

Window or door underbeam therefore beam is a lintel

-JOUFMT

)EJPAH0QLLKNPEJC$EN@AN1NQOOAO

Linte

l spa

n

Truncated girder truss

Roof Load Width = +OH2

EL1

(RLW)

EL1OH

Lintel

OH EL1

TG se

t bac

kLoad Case: Lintel supporting girder trusses and standard trusses

Support

Load Case: Lintel supporting girder trusses and standard trusses

OHEL

1

Setback

Lintel span

Gird

er tr

uss

Gird

er tr

uss

Lintel span

Setback

OHEL

1

Gird

er tr

uss

Load Case: Lintel supporting girder trusses and standard trusses

-*/5&-4611035*/((*3%&353644

-*/5&-4611035*/((*3%&353644&9".1-&4

USE DESIGN IN HYNE 4.2NZ OR CONTACT YOUR TECHNICAL REP 0800 022 352

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

4UBOEBSE-JOUFM5BCMFT

0P=J@=N@)EJPAHO

ROOF MASS 20KG/M2 CEILING MASS 20KG/M2ROOF PITCH 30*

LIGHT WEIGHT ROOF: NO SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE LGL LIGHT WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY


ROOF LOAD WIDTH ( RLW) (M)

LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

LGL 2/200 x 44 4500 3900 3400 3300 3100 3000 2900 2800 2700 2500

LGL 2/245 x 44 5400 4700 4100 4000 3800 3700 3600 3500 3400 3200

LGL 2/300 x 44 6100 5500 5100 4800 4600 4500 4300 4200 4100 3900

LGL 2/360 x 44 7000 6300 5800 5600 5400 5300 5100 5000 4900 4600

LGL 130 x 65 2900 2500 2200 2100 2000 2000 1900 1900 1800 1800

LGL 150 x 65 3500 2900 2500 2400 2300 2200 2200 2100 2000 2000

LGL 200 x 65 4500 3900 3400 3300 3100 3000 2900 2800 2700 2500

LGL 245 x 65 5400 4700 4200 4000 3800 3700 3600 3500 3400 3200

LGL 300 x 65 6200 5600 5100 4800 4600 4500 4300 4200 4100 3900

LGL 360 x 65 7000 6300 5800 5600 5400 5300 5100 5000 4900 4100

PLEASE NOTE:


ROOF MASS 20KG/M2 CEILING MASS 20KG/M2ROOF PITCH 30*

LIGHT WEIGHT ROOF: NO SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE 17C LIGHT WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

230 x 85 6800 5900 5300 5000 4800 4600 4400 4300 4200 3900

260 x 85 7600 6600 5900 5600 5400 5300 5100 4900 4800 4500

295 x 85 8600 7500 6600 6300 6100 5900 5700 5500 5400 5200

330 x 85 9700 8300 7400 7100 6800 6500 6300 6100 6000 5700

360 x 85 10600 9100 8000 7700 7400 7100 6900 6700 6500 6200

395 x 85 NA 10100 8900 8400 8100 7800 7500 7300 7200 6800

425 x 85 NA 10900 9600 9100 8700 8400 8100 7900 7700 6900

460 x 85 NA NA 10400 9900 9500 9200 8800 8600 8300 6900

495 x 85 NA NA 11300 10800 10300 9900 9500 8800 8800 7000

525 x 85 NA NA NA NA 11000 10600 9700 8800 8800 7000

230 x 135 7700 6700 6000 5700 5500 5400 5200 5100 4900 4600

260 x 135 8600 7500 6700 6400 6200 6000 5800 5600 5500 5300

295 x 135 9800 8500 7600 7300 7000 6700 6500 6300 6200 5900

330 x 135 11000 9600 8500 8100 7800 7500 7300 7100 6900 6600

360 x 135 NA 10500 9300 8900 8500 8200 7900 7700 7500 7200

PLEASE NOTE:


41"/5"#-&-*/5&-46150)*()8*/%/04/08-0"%

41"/5"#-&-*/5&-46150)*()8*/%/04/08-0"%

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&


0P=J@=N@)EJPAHO

ROOF MASS 20KG/M2 CEILING MASS 20KG/M2 ROOF PITCH 30*

LIGHT WEIGHT ROOF: 0.5KPA SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE LGL LIGHT WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

LGL 2/200 x 44 4300 3700 3200 3000 2900 2800 2700 2600 2500 2400

LGL 2/245 x 44 5200 4400 3900 3800 3600 3500 3400 3200 3100 3000

LGL 2/300 x 44 6100 5500 4800 4600 4400 4200 4100 4000 3900 3700

LGL 2/360 x 44 7000 6300 5700 5500 5300 5100 4900 4700 4600 4400

LGL 130 x 65 2800 2400 2100 2000 1900 1900 1800 1800 1800 1700

LGL 150 x 65 3200 2700 2400 2300 2200 2100 2100 2100 2000 1900

LGL 200 x 65 4300 3700 3200 3000 2900 2800 2700 2700 2500 2400

LGL 245 x 65 5200 4400 3900 3800 3600 3500 3400 3400 3100 3000

LGL 300 x 65 6200 5500 4800 4600 4400 4200 4100 4100 3900 3700

LGL 360 x 65 7000 6300 5800 5500 5300 5100 4900 4900 4600 4100

PLEASE NOTE:



LIGHT WEIGHT ROOF: 0.5KPA SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE 17C LIGHT WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

230 x 85 5700 4900 4300 4100 4000 3800 3700 3600 3500 3300

260 x 85 6200 5600 4900 4700 4500 4300 4200 4000 3900 3800

295 x 85 6800 6100 5600 5300 5100 4900 4700 4600 4400 4200

330 x 85 7400 6700 6100 5900 5700 5500 5300 5100 5000 4700

360 x 85 7800 7100 6500 6300 6100 5900 5800 5600 5500 5200

395 x 85 8300 7600 7000 6700 6500 6300 6200 6000 5900 5700

425 x 85 8800 8000 7300 7100 6900 6700 6500 6400 6300 6000

460 x 85 9300 8400 7700 7500 7300 7100 6900 6800 6600 6400

495 x 85 9700 8900 8200 7900 7700 7500 7300 7200 7000 6800

525 x 85 10100 9200 8500 8200 8000 7800 7600 7500 7300 7000

230 x 135 6300 5600 5000 4800 4600 4400 4300 4100 4000 3900

260 x 135 6800 6200 5700 5400 5200 5000 4800 4700 4500 4300

295 x 135 7400 6800 6200 6000 5800 5700 5500 5400 5200 4900

330 x 135 8000 7300 6700 6500 6300 6200 6000 5900 5800 5500

360 x 135 8500 7800 7200 7000 6700 6600 6400 6300 6200 5900

PLEASE NOTE:


41"/5"#-&-*/5&-46150)*()8*/%L1B4/08-0"%

41"/5"#-&-*/5&-46150)*()8*/%L1B4/08-0"%

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

ROOF MASS 60KG/M2CEILING MASS 20KG/M2ROOF PITCH 30*

HEAVY WEIGHT ROOF: NO SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE LGL HEAVY WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

LGL 2/200 x 44 3700 3100 2700 2500 2400 2300 2300 2300 2200 2100

LGL 2/245 x 44 4400 3800 3400 3200 3000 2900 2800 2800 2600 2500

LGL 2/300 x 44 5300 4600 4100 3900 3700 3600 3500 3500 3300 3100

LGL 2/360 x 44 6000 5400 4900 4600 4400 4300 4100 4100 3500 3200

LGL 130 x 65 2300 2000 1800 1800 1700 1600 1500 1500 1400 1300

LGL 150 x 65 2700 2300 2000 2000 1900 1900 1800 1800 1700 1600

LGL 200 x 65 3700 3100 2700 2500 2400 2300 2300 2200 2200 2100

LGL 245 x 65 4400 3800 3400 3200 3000 2900 2800 2700 2600 2500

LGL 300 x 65 5300 4600 4100 3900 3700 3500 3500 3100 3100 2800

LGL 360 x 65 6100 5400 4900 4600 4400 3500 3500 3200 3200 3000

PLEASE NOTE:



HEAVY WEIGHT ROOF: NO SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE 17C HEAVY WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

230 x 85 5600 4800 4200 3900 3800 3600 3500 3400 3300 3100

260 x 85 6300 5400 4800 4500 4300 4100 4000 3800 3700 3600

295 x 85 7100 6100 5400 5200 5000 4700 4600 4400 4300 4000

330 x 85 7900 6800 6000 5700 5500 5300 5200 4900 4800 4600

360 x 85 8600 7400 6500 6200 5900 5700 5600 5300 5000 4700

395 x 85 9500 8100 7200 6800 6500 6300 5900 5300 5000 4800

425 x 85 10300 8700 7700 7300 7000 6700 6000 5100 5100 4900

460 x 85 11200 9500 8300 7900 7100 6900 6000 5100 5100 5000

495 x 85 NA 10300 9000 8500 7000 7000 6000 5200 5200 5100

525 x 85 NA 11000 9600 8800 7000 7000 5600 5200 5200 4300

230 x 135 6400 5500 4900 4600 4400 4200 4100 4000 3800 3700

260 x 135 7200 6200 5500 5300 5100 4900 4700 4500 4400 4100

295 x 135 8100 7000 6200 5900 5700 5500 5400 5200 5000 4800

330 x 135 9100 7800 6900 6600 6300 6100 5900 5700 5600 5400

360 x 135 9900 8500 7500 7200 6900 6600 6400 6200 6100 5800

PLEASE NOTE:



0P=J@=N@)EJPAHO41"/5"#-&-*/5&-46150)*()8*/%/04/08-0"%

41"/5"#-&-*/5&-46150)*()8*/%/04/08-0"%

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&


0P=J@=N@)EJPAHO


HEAVY WEIGHT ROOF: 0.5KPA SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE LGL HEAVY WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

LGL 2/200 x 44 3600 3000 2600 2500 2400 2300 2200 2200 2100 2000

LGL 2/245 x 44 4300 3700 3200 3100 2900 2800 2700 2600 2500 2400

LGL 2/300 x 44 5300 4500 4000 3800 3600 3500 3400 3300 3200 3000

LGL 2/360 x 44 6000 5400 4700 4500 4300 4200 4000 3900 3500 3200

LGL 130 x 65 2300 2000 1800 1700 1600 1500 1500 1400 1300 1200

LGL 150 x 65 2600 2200 2000 1900 1900 1800 1800 1700 1700 1500

LGL 200 x 65 3600 3000 2600 2500 2400 2300 2200 2200 2100 2000

LGL 245 x 65 4300 3700 3200 3100 2900 2800 2700 2600 2500 2400

LGL 300 x 65 5300 4500 4000 3800 3600 3500 3400 3100 3100 2800

LGL 360 x 65 6100 5400 4700 4500 4300 3500 3500 3200 3200 3000

PLEASE NOTE:



HEAVY WEIGHT ROOF: 0.5KPA SNOW LOAD: HIGH WIND ZONE: STANDARD LINTELS HYNE 17C HEAVY WEIGHTSUPPORTING ROOF & CEILING LOADS ONLY



LINTEL SIZE 1.2 2 3 3.5 4 4.5 5 5.5 6 7

230 x 85 5100 4400 3900 3700 3600 3400 3300 3100 3000 2900

260 x 85 5800 4900 4300 4100 4000 3800 3700 3600 3500 3300

295 x 85 6400 5600 4900 4700 4500 4300 4200 4000 3900 3800

330 x 85 6900 6200 5500 5300 5000 4800 4700 4500 4400 4000

360 x 85 7400 6600 6000 5700 5500 5300 5100 4900 4800 4100

395 x 85 7900 7100 6400 6200 6000 5800 5600 5300 5000 4800

425 x 85 8300 7400 6800 6500 6300 6100 6000 5100 5100 4900

460 x 85 8800 7900 7200 6900 6700 6500 6000 5100 5100 5000

495 x 85 9300 8300 7600 7300 7000 6900 6000 5200 5200 5100

525 x 85 9700 8700 7900 7600 7000 7000 5600 5200 5200 5300

230 x 135 5900 5100 4400 4200 4100 3900 3800 3700 3600 3400

260 x 135 6400 5700 5000 4800 4600 4400 4300 4100 4000 3800

295 x 135 7100 6300 5700 5500 5200 5000 4800 4700 4600 4300

330 x 135 7600 6900 6200 6000 5800 5600 5400 5300 5100 4900

360 x 135 8100 7300 6700 6400 6200 6100 5900 5700 5600 5300

PLEASE NOTE:


41"/5"#-&-*/5&-46150)*()8*/%L1B4/08-0"%

41"/5"#-&-*/5&-46150)*()8*/%L1B4/08-0"%

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

/KKB KJ

OPNQ?PEKJ-H=J

This is a typical roof construction plan. Please see page numbers on the plan to locate details.

3PPG$POTUSVDUJPO1MBO

5:1*$"-300'$0/4536$5*0/1-"/

PLEASE NOTE:

s )FABEAMISABOVEAWINDOWORADOORTHENITISALINTEL)FNOTTHENITISABEARERs 0OINT,OADSONRAFTERSIEWATERSTORAGECYLINDERAIRCONDITIONINGUNITSANDOTHERSUCHUNITSWHEREHIGHERPERMANENTLOADSMAYBEEXPECTED

specific engineering design should be applied refer to Design in Hyne V4.2NZs 4HE3PAN4ABLESINTHISBROCHUREAREDESIGNEDASCONSERVATIVESPANS4ORUNPRECISESPANSPLEASEUSETHE$ESIGNIN(YNE6.:SOFTWARE

DESIGN CRITERIA:s 4HETABLESPROVIDEREALISTICMAXIMUMSPANSFORTHEGIVENRAFTERSPACINGS4HESERVICEABILITYCRITERIAUSEDAREASSPECIlEDIN!3.:3

SNOW LOADS:s )NACCORDANCEWITH.:3!SNOWLOADSUPTOK0AORK0AHAVEBEENCONSIDEREDINTHEPREPARATIONOFTHESETABLES4HEREFORETHESE

tables apply to all areas with snow loading 0.5 kPa or 1.0 kPa. Reference should be made to figure 15.1 of NZS 3604:1999 (A2) Timber framed buildings to determine the geographical areas covered by these design Span Tables. Where outside this scope, specific engineering design should be applied refer to Design in Hyne V4.2NZ

Lintel

Standard rafter flush supportdetail or pitching block, refer page 46, detail 5.14

Standard rafteroverhang detail,refer page 46, detail 5.15

Blocking pairsat 3.6m maximum

90x45 Overhang outrigger,refer page 46, detail 5.19

Rafter overhang trim detail, refer page 46, detail 5.18

Ridge over detail,refer page 47, detail 5.21

Rafter to ridge beam/roof beam connection,refer page 47, detail 5.20

Gable end rafter detail, refer page 47, detail 5.24

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

-JOUFM'JYJOHT

!AP=EHO

-*/5&-'*9*/(%&5"*-4

Beam end28 kN fixing


SN50 both sides


A

BD

A

C

A

Concrete base18 kN fixing

Door base28 kN fixing

HConcrete base12 kN fixing

G

F

K

F

G

Timber base12 kN fixing

M

90

LD

Cantilever beam24 kN connection

E

A 8/90 x 3.15 nailsB Pair SBS300 with 6 nails each endC Pair SBS400 with 8 nails each endD 4/SBS400 with 8 nails each endE Pair SBS600 with 8 nails each endF SBS600 wrap under plate with 8 nails each side of studG Pair Reid WA12140 wedge anchorH Pryda sheet brace anchorK Pryda PHD5 with 10/6.3mm x 80 screws and Reids

hexagon screw bolt HSB 12/150L Nail-on Plate NPB100x 250 fill all holesM (inside) Nail-on angle (NPA) with 20 nails each flange

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

4UBOEBSE3BGUFS5BCMFT

0P=J@=N@/=BPANO


LIGHT WEIGHT ROOF: NO SNOW LOAD: HIGH WIND ZONE: STANDARD RAFTERS HYNE LGL OR HYNE 17C

LIGHT WEIGHT

SUPPORTING ROOF & CEILING LOADS ONLY


MAXIMUM RAFTER JOIST SPACING (MM)

RAFTER SIZESingle Span


450 600 900 1200 450 600 900 1200

LGL 200 x 44 4400 4100 3600 3300 17C 230 x 85 8800 8200 7300 6600

LGL 245 x 44 5400 5000 4400 4000 17C 260 x 85 9800 9200 8300 7600

LGL 300 x 44 6500 6000 5400 4900 17C 295 x 85 11000 10400 9400 8700

LGL 360 x 44 7600 7100 6400 5900 17C 330 x 85 NA NA 10500 9700

LGL 130 x 65 3600 3300 2900 2700 17C 360 x 85 NA NA 11400 10600

LGL 150 x 65 4100 3800 3400 3100 17C 230 x 135 9600 9100 8300 7700

LGL 200 x 65 5300 5000 4500 4100 17C 260 x 135 10700 10200 9300 8700

LGL 245 x 65 6400 6000 5400 5000 17C 295 x 135 NA 11400 10500 9800

LGL 300 x 65 7700 7200 6500 6000 17C 330 x 135 NA NA 10900

LGL 360 x 65 8900 8500 7700 7200

PLEASE NOTE:



LIGHT WEIGHT ROOF: NO SNOW LOAD: HIGH WIND ZONE: STANDARD RAFTERS HYNE I BEAMS

LIGHT WEIGHT



MAXIMUM RAFTER SPACING (MM)



450 600 900 1200 450 600 900 1200

IB 200 x 90 4700 4300 3700 3400

IB 245 x 90 5500 5000 4400 4000

S88 x 245 5900 5400 4800 4300

IB 300 x 90 6500 6000 5100 4500

S88 x 300 6900 6400 5600 5100

IB 360 x 90 6700 5900 5000 4400

S88 x 360 7700 6700 5600 5000

PLEASE NOTE:


41"/5"#-&3"'5&346150)*()8*/%/04/08-0"%

41"/5"#-&3"'5&346150)*()8*/%/04/08-0"%

&/(*/&&3&%5*.#&340-65*0/4 %&4*(/(6*%&

4UBOEBSE3BGUFST5BCMFT

0P=J@=N@/=BPANO


LIGHT WEIGHT ROOF: 0.5KPA SNOW LOAD: HIGH WIND ZONE: STANDARD RAFTERS HYNE LGL OR HYNE 17C

LIGHT WEIGHT



MAXIMUM RAFTER JOIST SPACING (MM)



450 600 900 1200 450 600 900 1200

LGL 200 x 44 4400 4100 3600 3300 17C 230 x 85 7900 7400 6600 6100

LGL 245 x 44 5400 5000 4400 4000 17C 260 x 85 8800 8200 7400 6900

LGL 300 x 44 6500 6000 5400 4900 17C 295 x 85 9800 9200 8400 7700

LGL 360 x 44 7600 7100 6400 5900 17C 330 x 85 10800 10200 9300 8600

LGL 130 x 65 3600 3300 2900 2700 17C 360 x 85 NA 11000 10000 9300

LGL 150 x 65 4100 3800 3400 3100 17C 230 x 135 8700 8200 7500 6900

LGL 200 x 65 5300 5000 4500 4100 17C 260 x 135 9600 9100 8300 7800

LGL 245 x 65 6400 6000 5400 5000 17C 295 x 135 10700 10100 9300 8700

LGL 300 x 65 7700 7200 6500 6000 17C 330 x 135 NA 11200 10300 9700

LGL 360 x 65 8900 8500 7700 7200 17C 360 x 135 NA NA 11100 10500

PLEA

Ets Design Guide 2010

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