Idibrand com sst uk catalogue 2005 by mobilesoft

CI/SfB

Xt6

CONNECTORS FOR TIMBER AND MASONRY CONSTRUCTION C-UK05 01827 255 600 www.strongtie.co.uk

ALPHABETICAL INDEX

A Angles..................................................57 A34 Framing Anchor...............................58 A35 Flexible Framing Anchor ..................58 ABE Economy Post Anchor Base ............62 AM Semi-Circular Archmake .............80-81 BI Top Flange I-joist Hanger ..............32-33 BSB Bracing Shelf Support Bracket ........54 BSP Bridging Section ........................80-81 BTS4 Brick to Timber Stainless Steel Wall Tie .............................................74 C2K Crocodile Wall Extension Profiles....69 CB Welded Column Base ........................62 CBR Masonry Reinforcement Mesh........77 CC Column Caps.....................................63 CJ Ceejay Construction Joint Former..70-71 CJGCCW Crack Control Wall Starter .......67 CLIP Wall Panel Clips .............................83 COR Semi-Circular Arch Formers ......80-81 CP Cam Plates ........................................53 CP Classic Oval Archformer...............80-81 DML Expanded Metal Lathing.................78 DSTC Double Sided Timber Connector ...56 E Angle Bracket.......................................60 EA Light Reinforced Angle Bracket .........60 EC Light Duty Angle Bracket...................60 EFIXR Adjustable Angle Bracket .............61 EFIXS Adjustable Angle Bracket..............61 END Multi Angle Bracket.........................61 EPC End Post Cap...................................63 ERS Bell End Render Stop bead .............76 ES Nail Plate Angle Bracket ....................61 ESP Extra Soffit Piece........................80-81 FB Fixing Band........................................66 FT Frame Tie ...........................................73 GLTV Welded Top Flange EWP Hanger..34-35 GS Glide Shoe.........................................51 H High Wind Ties....................................55 H Heavy Restraint Strap..........................64 HGUS Heavy Double Shear Hanger for EWP..44 HGUS Heavy Double Shear Girder Truss Hanger .....................................49 HI Scrolled Hip Iron ................................83 HIU Heavy Duty Face Mount I-Joist Hanger .........................................39-41 HJHM Heavy Masonry Joist Hanger..14-19 HJHMI Heavy Masonry Joist Hanger for I-Joists ...................................14-19 HLB High Load Restraint Strap Back ......65 HLHS High Load Restraint Strap ............65 HRC Hip Ridge Connector ......................47 2

HRS Heavy Roll Formed Restraint Strap ...64 HSA Herringbone Joist Struts.................66 HSUL Heavy 45° Skewed Left Joist Hangers for I-Joists ..........................44 HSUR Heavy 45° Skewed Right Joist Hangers for I-Joists ..........................44 HTFA Heavy Timber Frame Anchor Strap ..64 HU Heavy Face Mount U Hanger for I-Joists ...................................42-43 HUS Heavy U Double Shear Mono Truss Hanger .....................................49 IRC Insulation Retaining Clip ..................74 ITB Top Flange I-joist Hanger .................29 ITB Top Flange Metal Web Floor Truss Hanger.......................36-37 ITT Top Flange I-joist Hanger ............30-31 IUB Face Mount Metal Web Floor Truss Hanger.......................36-37 IUS Face Mount I-Joist Hanger...............38 IUT Face Mount I-Joist Hanger..........39-41 JHA Joist Hangers with Adjustable Height Straps ...............................20-21 JHM Masonry Joist Hanger...............14-19 JHMI Masonry Joist Hanger for I-joists..14-19 L Light Restraint Strap............................64 L70 Reinforcing Angle ............................57 LBV Top Flange I-joist Hanger ...........32-33 LRS Light Roll Formed Restraint Strap ..64 LS Skewable Angles................................56 LSSU Light Slope & Skew Adjustable I-Joist Hanger....................................46 LSTA Strap Ties ......................................66 LSU Light Slope & Skew Adjustable I-Joist Hanger....................................46 LTFA Light Timber Frame Anchor Strap..64 LTS Light Twist Strap..............................66 LUP Speed Prong Joist Hanger ..............24 LUS Light U Double Shear Mono Truss Hanger .....................................49 LWTS Brick to Brick Stainless Steel Wall Tie .............................................74 MH Mini Joist Hanger.............................24 MH Mini Joist Hanger for I-Joists ..........42 MIT Medium Duty Top Flange I-joist Hanger ...............................30-31 MIU Medium Duty Face Mount I-Joist Hanger ..............................39-41 MMB Mini Mesh Bead ............................77 MP Mending Plates.................................83 MTS Medium Twist Strap .......................66 MVB Movement Bead .............................76 Nails .........................................................8 NS Nail Stopper ......................................82 PBS Post Base with Standoff..................62 PC Post Cap............................................63 PEB Plasterboard Edge Bead ..................76 PP Elevated Post Base ............................62

PSB Plaster Stop Bead............................76 RBL Ribed Metal Lathing ........................79 RR Ridge Rafter Connectors...................25 RTA Rigid Tie Angle ................................59 SAB Angle Bead ......................................77 SAE Heavy Duty Face Mount Hangers..22-23 SAI Heavy Duty Face Mount Hangers with Concealed Flanges................22-23 Screws......................................................9 SFC Surface Fix Channel.........................72 SFH Safety Fast Joist Hanger ............10-12 SFHI Safety Fast Joist Hanger for I-Joists ...................................10-12 SFJC Safety Fast Joist Cap .....................13 SFWH Welded Safety Fast Joist Hanger..10-12 SFWHI Welded Safety Fast Joist Hanger for I-Joists ...................................10-12 SPA Sole Plate Anchor............................82 SPWG Square Plate Washers .................82 SSTC Single Sided Timber Connector.....56 STB Bonded Strip Wall Tie......................73 STDB Debonded Strip Wall Tie ...............73 SUL 45° Skewed Left Joist Hangers.......25 SULI 45° Skewed Left Joist Hangers for I-Joists.........................................44 SUR 45° Skewed Right Joist Hangers ....25 SURI 45° Skewed Right Joist Hangers for I-Joists.........................................44 T Brackets...............................................56 TBE Truss Bearing Enhancer...................52 TC Scissor Truss Clip.............................52 TCB Thincoat Angle Bead........................77 TCP Truss Clip ........................................51 THA Truss Hanger with Adjustable Height Strap ......................................48 THAI Adjustable Height Hanger for I-Joists.........................................45 THG Truss Girder to Girder Hanger.........50 TLT Twist Lock Ties ................................72 TPA Tie Plate...........................................53 TU Concealed Beam Hangers ............26-27 U Face Mount Hanger for I-Joists .....42-43 U Post Base ............................................62 VPA Variable Pitch Connector.................47 VTC2 Valley Truss Clip ............................54 WBT Window Board Tie..........................73 WHM Welded Masonry Joist Hanger ..14-19 WHMI Welded Masonry Joist Hanger for I-Joists ...................................14-19 WP Warwick Semi-Circular Arch .......80-81 WPU Welded Top Flange EWP Hanger..34-35 ZS Slotted Z Clip.....................................59

1ARB Arrisrail Bracket ............................83 1EXT Wall Extension Profile....................68 1FUR Wall Extension Profile ...................68 1MPP Galvanised Wall Extension Profile...68 1MPS Stainless Steel Wall Extension Profile ...68

CONNECTOR SELECTOR KEY

Products in this catalogue are divided into eleven general categories. These are indentified by a color bar along the page’s outer edge.

Masonry Hangers

Pages 20 - 27

Timber Hangers

Pages 28 - 47

I-Joist Hangers

Pages 48 - 54

Truss & Roof Connectors

Pages 55 - 56

Timber Connectors

Pages 57 - 61

Angle Brackets & Ties

Pages 62 - 63

Caps & Bases

Pages 64 - 66

Straps

Pages 67 - 74

Masonry Connectors

Pages 75 - 81

Bead & Mesh

Pages 82 - 83

Miscellaneous

Pages 10 - 19

EN DI

T NO

E AT

US TR SE S

COMPANY PROFILE SIMPSON STRONG-TIE HISTORY The Simpson Company was founded in Oakland, California in 1914, and has been manufacturing timber-to-timber and timber-tomasonry connectors since 1956. Since then, Simpson Strong-Tie Company Inc. has grown to be the world’s largest manufacturer of our type of connectors. In 1994 Simpson Strong-Tie established their European Headquarters, in England and have progressively grown and further strengthened by acquisitions in the UK and Europe. Simpson Strong-Tie now has manufacturing and distribution facilities in the UK, France, Germany and Denmark with sales and distribution throughout Europe.

SIMPSON STRONG-TIE, DENMARK SIMPSON STRONG-TIE, UK SIMPSON STRONG-TIE, FRANCE

The Simpson Strong-Tie “NO EQUAL” programme includes: • Quality products engineered for lowest installed cost at highest rated performance. • Most thoroughly tested and evaluated products in the industry. • Largest number of patented products in the industry. • Superior design information with in-house product testing and technical support. • Member of BM TRADA, TRA, BMF, and BSI.

We help people build safer structures economically. We do this by designing, engineering and manufacturing “No Equal” structural connectors and other related products that meet or exceed our customers’ needs and expectations. Everyone is responsible for product quality and is committed to ensuring the effectiveness of the Quality Management System.

Tom Fitzmyers

Steve Lamson

Chief Executive Officer

President

BM TRADA CERTIFICATION Simpson Strong-Tie is the first timber connector manufacturer to achieve the Q-Mark. BM TRADA Certification’s Q-Mark represents the first independent third party assessment and assurance of tested performance and manufacturing of structural connectors in the UK. The certification process includes regular independent testing and monitoring of quality control systems to ensure that the products manufactured are to the same consistent quality and performance. Q-Mark is recognised by, Timber & Brick, TRA, BSI, NHBC, Zurich Municipal, Building Contractors, Building Control and others.

ISO REGISTRATION to BS EN ISO 9001 Simpson Strong-Tie in the UK is ISO 9001 registered and in the US is an ISO 9001 registered company. ISO 9001 is an internationally-recognised quality management system, which lets our customers know that they can count on the consistent quality of Simpson Strong-Tie’s products and services.

FM 14704 BS EN ISO 9001:2000

GETTING FAST TECHNICAL SUPPORT • Which Simpson product are you using? • What is your load requirement? • What is the carried member’s width and height? • What is the supporting member’s width and height? • What is the supporting member’s material and application?

Tel: 01827 255600 • Fax: 01827 255616 www.strongtie.co.uk

SIMPSON’S QUALITY POLICY

TERMS AND CONDITIONS OF SALE PRODUCT USE Products in this catalogue are designed and manufactured for the specific purposes shown, and should not be used with other fixings not approved by a qualified designer. Modifications to products or changes in

installation procedures should only be made by a qualified designer. The performance of such modified products or altered installation procedures is the sole responsibility of the designer.

INDEMNITY The Buyer’s shall indemnify Simpson Strong-Tie against any claim or liability in respect of any infringement of a patent or registered design, copyright or other industrial property resulting from compliance with the Buyer’s instructions, express or implied, and the Buyer undertakes further to indemnify the

Simpson Strong-Tie for any loss, damage or expense in respect of any liability arising under or by reason of the provisions of the Consumer Protection Act 1987 in relation to the specification or design of such goods or any similar legislation in any other country in which the goods are supplied.

NON-CATALOGUE AND MODIFIED PRODUCTS Consult Simpson Strong-Tie for applications requiring modified products, or for fixings for use in hostile environments, with excessive wood shrinkage, or with abnormal loading or erection requirements. Non-catalogue products must be designed by the customer and will be fabricated by Simpson Strong-Tie in accordance with customer specifications.

Simpson Strong-Tie cannot and does not make any representations regarding the suitability of use or load-carrying capacities of non-catalogue products. Simpson Strong-Tie provides no warranty, express or implied, on noncatalogue products. Any party modifying Simpson Strong-Tie products must provide the installer with specific instructions on the modified product’s specifications, installation, and use.

LIMITED WARRANTY Simpson Strong-Tie warrants catalogue products to be free from defects in material or manufacturing. Simpson Strong-Tie products are further warranted for adequacy of design when used in accordance with design limits in this catalogue, and properly specified and installed. This warranty does not apply to uses not in compliance with specific applications and installation procedures set forth in this catalogue, or to non-catalogue or modified products. In the event of any goods proving defective by reason of faulty or incorrect design, workmanship, parts or materials, the Simpson Strong-Tie’s liability is limited to replacing or repairing the goods, or, at the Simpson Strong-Tie’s option, crediting the value of the goods at the invoiced price.

In the event of any error in any dimension, capacity, performance or other description or information which has formed a representation or is part of a contract, Simpson Strong-Tie’s liability in respect of any direct loss or damage sustained by the Buyer as a result of such error shall not exceed the price of the goods in respect of which the description or information is incorrect.

Simpson Strong-Tie will only be liable to the Buyer in respect of the matters set out in the above two paragraphs provided that the Buyer has given notice of the defect as soon as reasonably possible and shall have either returned the goods to Simpson Strong-Tie at Simpson Strong-Tie’s expense or provided authority for Simpson Strong-Tie’s servants, or agents to inspect them. Save as provided in these conditions Simpson Strong-Tie shall have no further liability in respect of any direct or consequential loss or damage sustained by the Buyer arising from or in connection with any defect or error as aforesaid. Except for the terms implied in the contract by section 12 of the Sale of Goods Act 1979 all conditions, warranties and other terms, express or implied statutory or otherwise, are expressly excluded, save insofar as they are contained in these conditions or otherwise expressly agreed by Simpson StrongTie in writing. If any legislation shall make it unlawful to exclude any term from the contract the foregoing provision will not apply to any such term.

NAILING IDENTIFICATION

Dome Nailing

Double Shear Nailing

This feature guides the nail into the joist and header at a 45° angle.

The nail is installed into the joist and header, distributing the load through two points on each joist nail for greater strength.

U.S. Patent 5,603,580

Hexagonal Holes For use with SDS Screws.

Positive Angle Nailing (PAN) Provided when wood splitting may occur, and to speed installation.

Speed Prongs

IUS Snap Detail

ITT Tab Nailing

Used to temporarily position and secure the connector for easier and faster installation.

The "Snap-In" teardrops and Strong-Grips allow the I-joist to "snap" in securely without the need for joist nails.

The nail is hammered in at an angle to prevent the wood from splitting.

Obround Holes

Diamond Holes

Triangle Holes

Used to provide easier nailing access in tight locations. Fasteners may be installed at an angle.

Optional holes to temporarily secure connectors to the member during installation.

Provided on some products in addition to round holes. Fill triangular holes when specified. 5

IMPORTANT INFORMATION GENERAL NOTES This catalogue reflects changes in the allowable loads and configurations of some Simpson Strong-Tie® products. This catalogue is effective until 31st December 2006 and supercedes all information in earlier publications of products shown. Information on safe working loads and configurations is updated periodically. After 31st December 2006, contact Simpson Strong-Tie® for the most current product information.Allowable loads in the catalogue are for the described specific applications of properly-installed products. Product modifications, improper loading or installation procedures, or deviations from recommended applications will affect connector allowable load-carrying capacities. These notes are provided to ensure proper installation of Simpson Strong-Tie® products and must be followed fully. a. Simpson Strong-Tie® reserves the right to change specifications, designs, and models without notice. b. Steel used for each Simpson Strong-Tie® product is individually selected based on the product’s steel specifications, including strength, thickness, formability, finish, and weldability. Contact factory for steel information on specific products. c. Unless otherwise noted, dimensions are in millimeters (mm) and loads are downloads in kilo Newtons (kN). d. Unless otherwise noted, allowable loads are for use with C16 (SC3) timber. Products assessed in the USA were evaluated with Spruce-Pine-Fir timber. e. Unless otherwise noted, bending steel on site may cause fractures at the bend line. Fractured steel will not carry the load and must be replaced. Products designed for bending at time of installation should only be bent once. f. A fastener that splits timber will not take the design load. Evaluate splits to determine if the connection will perform as required. Dry wood may split more easily and should be evaluated as required. If wood tends to split, consider pre-boring holes with diameters not exceeding 75% of the nail diameter. g. Timber shrinks and expands as it loses and gains moisture, particularly perpendicular to grain.

h. Take wood shrinkage into account when designing and installing connections. Simpson manufactures products to fit common dry timber dimensions. If you require a connector with dimensions other than those listed, Simpson may be able to vary connector dimensions; contact the factory. i. Top flange hangers may cause unevenness. Possible remedies should be evaluated by a professional and include using a face-fixing hanger or removing material to accommodate the top flange thickness. j. Multiple member timbers must be fastened together to act as one unit to resist the applied load. k. Do Not Overload. Do not exceed the safe working load (SWL) which would jeopardise the connection. l. Some model configurations may differ from illustrations shown. Contact factory for details. m. Fill all fastener holes with fastener types specified in the tables, unless otherwise noted. When nailing options are noted, the fasteners must be the correct type and location to obtain full loading. n. Hanger options—some combinations of hanger options have not been evaluated. In some cases, combinations of these options may not be installable. Horizontal loads induced by sloped joists must be resisted by other members in the structural system. A qualified designer must always evaluate each connection, including the carried and carrying member limitations, before specifying the product. o. All references to bolts are for structural quality through bolts. Bolts to conform to BS EN 20898-1 and washers to BS4320.

INSTRUCTIONS TO THE INSTALLER a. All specified fasteners must be installed according to the instructions for each connector. Incorrect fastener quantity, size, type, material, or finish may cause the connection to fail. b. Install all specified fasteners before loading the connection. c. Pneumatic or power-actuated fasteners may deflect and injure the operator or others. Nail guns may be used to install connectors, provided the correct number and type of nails are properly installed in the holes provided. d. Guns with hole locators should be used. Follow the manufacturer’s instructions and use the appropriate safety equipment.

e. Masonry supported connectors must be embedded into correct strength mortar per British Standard. f. Hangers into masonry walls must have the minimum specified height of masonry above the hanger, with the mortar fully cured, before load is applied. Top flange masonry hangers will not carry the design load without specified masonry above the top flange of the hanger. g. Protruding nails should always be clinched to avoid injury.

Standards; BOCA, Building Officials and Code Administrators International, Inc.; and others. In these cases Safe Working Loads (SWL’s) are determined with the use of data obtained through product load testing to destruction (except for straight straps). The SWL is limited by the breaking strength divided by 3 or the load at which the carried member reaches 3mm deflection with respect to the carrying member. f. Wood shear is not considered in the loads given; reduce allowable loads when wood shear is limiting. g. Simpson Strong-Tie® strongly recommends the following addition to construction drawings and specifications: Substitutions for Simpson Strong-Tie® products must be pre-approved in writing by the designer’. h. Verify that the dimensions of the supporting members are sufficient to receive the specified fasteners. i. Some catalogue illustrations show connections that could cause cross grain tension or bending of timber if not sufficiently reinforced. In this case, mechanical reinforcement should be considered.

CORROSION RESISTANCE Connectors are steel and will corrode and lose load-carrying capacity if exposed to ocean salt air, corrosive fire-retardant chemicals, fertilizers, or other substances that adversely affect steel. In corrosive environments, especially for connectors that are not exposed to rain or periodic washing, deterioration will occur at a faster rate. The service life of galvanized connectors in a temperate marine environment can be greatly 6

improved by homeowner maintenance. Fasteners of comparable material should be used to install the product. Pressure-preservative treated and fire-retardant wood can be caustic to zinc coated (or galvanised) steel. Galvanised connectors should not be placed in contact with treated wood that has not been properly air-seasoned or properly kiln dried. See material supplier for specific recommendations.

INSTRUCTIONS TO THE DESIGNER a. The Safe Working Loads (SWL) shown in the Simpson Strong-Tie® publications for the United Kingdom are derived from tests, calculations and assessments performed in the UK and the USA. b. The Safe Working Loads for timber-to-timber hangers showing the BM TRADA Certification Q-Mark are based on testing and analysis carried out by TRADA Technology Ltd. (TTL). This work was conducted using the methods and criteria developed by TTL under a joint Government/Industry sponsored research project intended to develop a British Standard method of characterising the performance of timber-to-timber hangers. c. SAFE WORKING LOADS (SWL) are presented for use in permissible stress design in accordance with BS 5268: Part 2: 2002 for Service Classes 1 and 2. d. Loads from Germany were in accordance to DIN design criteria and test assessment required for Zulassung certification by the Institute für Bautechnique. e. Some products in this catalogue are designed, tested and evaluated in accordance with U.S. industry standards including: 1997 National Design

HANGER OPTIONS This information applies only to hangers manufactured by Simpson StrongTie and installed as per our installation instructions. Some combinations of these options on a single hanger have not been evaluated. In some cases, combinations of these options may not be installable. A qualified engineer must always evaluate each connection, including header and joist limitations, before specifying the product.

FINISH: See specific hanger tables. WM specials are hot dip galvanised after manufacture. All other welded hangers can be supplied with a galvanised or powder coated finish.

Testing is performed using a standardised hanger test method. The joist in the test set up may include a certain amount of structural stability. Header and other attached structural; members are assumed fixed in actual installations. Horizontal loads, induced by sloped joists, must be resisted by other members in the structural system.

TO ORDER: Use the abbreviations below to order specials. The example shows a WPU200/45 hanger and illustrates most available options: most special hangers have only a few of these features.

MATERIAL: Material thickness may vary from that specified for standard hangers configurations, depending on the manufacturing process. Generally welded hangers have one-piece stirrups; occasionally it may be necessary to create a welded stirrup from two or three pieces. Hanger configurations, height and fastener schedules may vary from the table depending on the joist size, skew and slope.

INSTALLATION: Fastener quantities may be increased beyond the amount specified in the standard hanger table. Fill all holes with the table specified fastener type.

Product code is:

WPU S

200/45

Base Mode Series

D30

SKL20

SKL=Skewed Left (20˚) SKR=Skewed Right

Base Model Size

D=Down Seat (30˚) U=Up Seat

S=Straddle

TFDL20

S=100 S=Straddle Width (100mm)

Top Flange Down Left (20˚)

The following diagrams describe the terminology used for non-standard hanger orientations and configurations. Refer to table below for limits and possible combinations.

Skewed Seat

Sloped Seat

Sloped Top Flange

Offset Top Flange

Seat skewed left or right, on plan. Suitable for floor or roof members skewed at an angle to the support. Specify skew angle and skewed left, or right.

Seat sloped up or down. Suitable for roof rafters supported on ridge beam. Specify slope angle and sloped up, or down.

Top flange sloped down to the left or right. Suitable for roof member supported from main rafter. Specify slope angle to horizontal, slope down to left or right and low, centre or high side of stirrup flush with header.

Stirrup is offset to right or left end of the top flange, as viewed from joist. Suitable for support of trimmer beams from end of main beam. Specify offset right or left.

Straddle

Concealed Flanges Two stirrups directly opposite each other. Suitable for support of joists on either side of main support beam. Specify width of support beam or wall.

Return Top Flange Masonry JHM, HJHM & WHM hanger. Specify return R dimension.

SAE, HU and U hangers flanges concealed. Specify both flanges or single left or right flange concealed. For SAE minimum width 100mm, for HU & U minimum width 70mm.

HANGER MATRIX OPTIONS

Model B/BI GLTV HJHM HU JHM LBV THG TU U WHM WPU

Skewed Max. Angle 45˚ 50˚

Sloped Sloped Top Max. Angle Flange 45˚ 45˚

30˚ 30˚

Offset Top Flange

Return

Straddle

•

• •

•

Concealed Combination Flange • •

—

67.5˚

45˚

—

45˚

30˚

•

45˚ 45˚ 67.5˚ 45˚ 45˚

30˚

—

•

—

— —

45˚ 45˚ 45˚

—

•

• •

—

• •

•

• • •

1. Refer to product section for applicable load reductions due to hanger options.

NAILS Many Simpson Strong-Tie® products are designed to use common nails, readily available to builders. Certain applications require special fasteners, such as those with length limitations or for use in hostile environments.

Common nails not supplied by Simpson

The table shows common nails referred to in our design literature along with special fasteners we supply upon request. Fasteners are only included where specifically indicated in the current price list.

N10

N3.75X32 N10D box 3.35X65 3.75X75 4.0X90

UK CALCULATED NAIL CAPACITIES 2,3

Model No.

Description

N3.75x32

3.75 x 30mm Square Twist Shank

HDG

N10

3.75 x 38mm Smooth Shank

HDG

Lateral Loads (N) Long Term Medium Term Short Term

397 434 444 489

445 486 497 548 515

3.35 x 65mm Smooth Shank

HDG

460 503

—

3.75 x 75mm Smooth Shank

HDG

555 611

622 685

—

4.00 x 90mm Smooth Shank

HDG

618 674

692 755

—

563

Timber Grade

497 543 555

C16 TR26 C16

611 575 628

TR26

694 764 772 842

C16 TR26 C16 TR26 C16 TR26

Table loads are based upon a metal thickness of 1.2mm. Where metal thickness is less than 1.2mm reduce loads to 80% of the value. Where more than 9 nails are used in a line reduce loads to 90% of the value. HDG = Hot-dipped galvanised.

Rafter to Hip Conversion NAIL REDUCTION TABLE When the catalogue specified header nails are substituted with an alternate nail on Face Mount Hangers and Straight Straps, the specified SWL’s should be multiplied by the following SWL adjustment factors. Catalogue Nail 4.00 x 90mm

3.75 x 75mm

Replacement Nail 3.75 x 75mm 3.75 x 38mm 3.75 x 30mm 3.75 x 38mm 3.75 x 30mm

SWL Adjustment Factor 0.84 0.70 0.64 0.77 0.72

1. Joist nails may not be substituted in double shear hangers. 2. Face nails on slope and skew combinations or skewed only LSU and LSSU can not be substituted for alternative nails. 3. This table does not apply to fasteners specified for use with specials.

Common Rafter Roof Pitch

Hip/Valley Rafter Roof Pitch

Slope

5˚

3˚

10˚

7˚

14˚

10˚

18˚

13˚

23˚

16˚

27˚

19˚

30˚

22˚

34˚

25˚

37˚

28˚

40˚

30˚

42˚

33˚

45˚

35˚

Use these conversion tables only for hip/valley rafters that are skewed at 45° right or left. All other skews will cause the slope to change from that listed above.

Conversion Chart From ins ft Ibs kg psi

To mm mm N N Pa (N/m2)

Mutiply By 25.4 0.3048 4.448 9.81 6895

1. 2. 3. 4.

Finish

SCREWS The Simpson Strong-Drive coach screw has a hexagonal washer head for easy driving. The built in reamer and cutter drive allows for installation without predrilling. INSTALLATION: • For best installation use a low speed drill with 9.5mm (³⁄₈”) hex head driver. • The bottom of the screw head shall be installed flush to the surface of the member being connected. • Do not over drive the Strong-Drive screws. • Edge, end and spacing distances shall be sufficient to prevent splitting of the timber. • Strong-Drive screws are recommended for use in dry conditions. Care should be taken during construction to prevent prolonged exposure to water or wet weather. • Predrilling may be necessary depending upon the timber type and density. • For further detailed installation instruction contact Simpson Strong-Tie’s Technical Department.

SDS Driver

Dimensions (mm) Model No.

L1 38

SH 9

T 22

SDS¼x3½

SDS¼x4 SDS¼x4½ SDS¼x5

100

114 127

SDS¼x6

152

50 63

70 83

SDS¼x1½ SDS¼x2½ SDS¼x3

Safe Working Loads (kN)

Headside Member Width

C16 Medium Term 552

C27(TR26) Long Medium Term Term 519 658

SCL Long Medium Term Term 701 890

Long Term 435

462

586

552

700

745

945

520

659

620

787

838

1064

530

672

632

802

854

1084

SDS Screw

550

698

656

833

886

1125

U.S. Patent 6,109,850

50 63

581 720

736 913

693 859

879 1090

936 1155

1188 1300

75 89

854 854

998 998

984 984

1098 1098

1155 1155

1300 1300

1. Strong-Drive screw capacities are based on single shear with a 25mm pointside penetration. 2. All capcacities are in Newton’s (N) and assume a perpendicular to grain loading. 3. 6.15mm smooth shank diameter. 4. Testing and assessment has been carried out by TRADA Technology Limited. 5. SCL refers to Structural Composite Lumber such as LVL, PSL etc. with an assumed density of 500 kg/cum.

WARNING: Industry studies show that hardened fasteners can experience performance problems in wet enviroments. Accordingly, use SD8 in dry, interior applications only.

The Simpson Strong-Tie screw has a needle point with cutter drive that ensures fast starts; a double threaded shank reduces installation time and cost; a deep Phillips drive that reduces stripping and a wafer head with a low profile finish. 2,3

Lateral Loads (N)

1. 2. 3. 4. 5.

Model No.

Description

Finish

SD8x1.25

4.1 x 32mm Screw

Long Term

Medium Term

Short Term

289

324

405

Table loads are based upon a metal thickness of 1.2mm. Where metal thickness is less than 1.2mm reduce loads to 80% of the value. Where more than 9 screws are used in a line reduce loads to 90% of the value. EG=Electro-Galvanised. SD8x1.25 screws are not to be used with structural connectors unless specifically stated in this catalogue.

SD8X1.25 9

SAFETY FAST MASONRY RESTRAINT HANGERS

See tables on pages 11 – 12. The Safety Fast Hangers are an innovative range of hangers that have been designed to support timber joists, beams and trussed rafters from masonry walls without the need of supporting masonry above the top flange. • • • • •

SFH

Requires no masonry above the top flange to achieve the published Safe Working Loads. Improved vertical and lateral load distribution. MiniStrap simply hooks onto hanger. Enables the construction of the floor deck prior to the next lift of masonry. Reduces Health & Safety risks associated with the use of the traditional masonry hangers with no masonry above.

PATENT NOS. GB2316103, GB2354267 GB2390380 PATENT PENDING 0329952.6

• Eliminates the need for propping. • MiniStrap provides lateral restraint capacity in accordance with CERAM, NHBC and Zurich guidelines. • Allows for retrofit of lateral restraint straps.

Typical SFHI Installation

• Web stiffeners are not required with I-joist to achieve the table loads. MATERIAL: SFH and SFHI—2.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z600 SFWH and SFWHI—2.5mm mild steel MiniStrap—1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275 FINISH: SFWH: Hot-dip galvanised INSTALLATION: • Use all specified nails. • Build masonry to required level, ensuring any coursing bricks or blocks are at least one course below the supporting block, and leave to cure. • Place the Safety Fast Restraint Hanger over the inner leaf of blockwork, ensuring the bearing plate is fully located onto the top of the masonry, sitting tight against the front face and top of the blockwork. • Sit the floor joists into the masonry hanger, and ensure all joist nails are correctly installed. The joists should be tight into the back of the hanger where possible. The maximum gap between the back of the hanger and the end of the joist is 6mm. • Clip the Safety Fast MiniStrap onto the restraining hooks on the side of the hanger and nail to the side face of the joist with 3 No. 3.75x30mm square twist nails. INSTALL ONLY 1 PER HANGER.

SFWH

GENERAL INSTALLATION NOTES • The floor decking may be stored on the joists provided the load is uniformly distributed between several joists and does not exceed the hanger or joist SWL’s. Refer to joist manufacturer, or supplier, for joist capacity and maximum construction loads. • The floor decking must be securely attached to each joist before additional loads can be placed on the system. • NB. Floor decking and blockwork is to be cut where necessary to fit around the upstand stiffeners. • Pallets of blocks, or other construction materials, should be placed on to the scaffolding and NOT directly onto the floor. MiniStrap The materials can then be evenly distributed around the floor manually, ensuring hanger or joist SWL’s are not exceeded.

PATENT NOS. GB2354267, GB2390380 PATENT PENDING 0329952.6

Typical SFWHI Installation

SF MASONRY HANGERS - SAFE WORKING LOADS

Model No.

Joist Fasteners

Joist Width Qty

SFH and SFHI SFWH and SFWHI

≤ 60mm ≥ 75mm ≤ 60mm ≥ 75mm

Hanger Nail

MiniStrap Qty Nail

3.75 x 30

Safe Working Loads (kN) Block Strength 2.8N/mm2 3.5N/mm2 Solid AAC Solid LAC 5.1 6.7 6.8 7.8

1. Safe Working Loads (SWL’s) are based upon tests conducted by CERAM Building Technology Ltd and are determined in accordance with EN 845 and BS 6178. 2. Hanger SWL’s are achieved without masonry above the top flange. 3. The block thickness must be the same as the top plate width. 4. The lateral capacity exceeds that provided by traditional straps placed at 2m centres. 5. 3.75 x 30 refers to a galvanised square twist nail (not supplied with hanger).

6.2 8.0 8.3 9.5

7N/mm2 Solid DAC 6.2 8.0 8.3 9.5

Masonry Hangers

SFH/SFHI/SFWH/SFWHI

SFH/SFHI/SFWH/SFWHI Joist Size Model No.

Hanger Dimensions (mm)

Width Height

100

225 150 175 200 225 250 175 200 225 175 200 225

SFH225/40/100 SFH150/50/100 SFH175/50/100 SFH200/50/100 SFH225/50/100 SFH250/50/100 SFH175/75/100 SFH200/75/100 SFH225/75/100 SFH175/100/100 SFH200/100/100 SFH225/100/100

Width (W)

Height (H)

40 50 50 50 50 50 75 75 75 100 100 100

215 140 165 190 215 240 165 190 215 165 190 215

Joist Size Model No. Width

SFHI 58

2ply 38

SFWH100

2ply 45 or 89

Height 195 200 220 225 235 240 300 195 200 220 225 235 240 245 300 195 200 220 225 235 240 245 300 195 220 235 245 300 195 200 220 225 235 240 245 300 195 200 220 225 235 240 245 300 195 220 235 245 300

SFHI195/40/100 SFHI200/40/100 SFHI220/40/100 SFHI225/40/100 SFHI235/40/100 SFHI240/40/100 SFHI300/40/100 SFHI195/45/100 SFHI200/45/100 SFHI220/45/100 SFHI225/45/100 SFHI235/45/100 SFHI240/45/100 SFHI245/45/100 SFHI300/45/100 SFHI195/60/100 SFHI200/60/100 SFHI220/60/100 SFHI225/60/100 SFHI235/60/100 SFHI240/60/100 SFHI245/60/100 SFHI300/60/100 SFHI195/75/100 SFHI220/75/100 SFHI235/75/100 SFHI245/75/100 SFHI300/75/100 SFHI195/78/100 SFHI200/78/100 SFHI220/78/100 SFHI225/78/100 SFHI235/78/100 SFHI240/78/100 SFHI245/78/100 SFHI300/78/100 SFHI195/90/100 SFHI200/90/100 SFHI220/90/100 SFHI225/90/100 SFHI235/90/100 SFHI240/90/100 SFHI245/90/100 SFHI300/90/100 SFHI195/100/100 SFHI220/100/100 SFHI235/100/100 SFHI245/100/100 SFHI300/100/100

Hanger Dimensions (mm) Width (W)

Height (H)

40 40 40 40 40 40 40 45 45 45 45 45 45 45 45 60 60 60 60 60 60 60 60 75 75 75 75 75 78 78 78 78 78 78 78 78 90 90 90 90 90 90 90 90 100 100 100 100 100

195 200 220 225 235 240 300 195 200 220 225 235 240 245 300 195 200 220 225 235 240 245 300 195 220 235 245 300 195 200 220 225 235 240 245 300 195 200 220 225 235 240 245 300 195 220 235 245 300

SFWH HANGERS

Joist Size Model No. Width

Height

225 225 250 150 175 200 225 250 225 225

75 100

SFWH225/38/100 SFWH225/40/100 SFWH250/40/100 SFWH150/50/100 SFWH175/50/100 SFWH200/50/100 SFWH225/50/100 SFWH250/50/100 SFWH225/75/100 SFWH225/100/100

Hanger Dimensions (mm) Width (W)

Height (H)

38 40 40 50 50 50 50 50 75 100

215 215 240 140 165 190 215 240 215 215

Masonry Hangers

SFHI HANGERS

SFH HANGERS

SAFETY FAST MASONRY RESTRAINT HANGERS

SFWHI HANGERS (Continued)

SFWHI HANGERS Joist Size Model No. Width

2ply 38

2ply 45 or 89

2ply 58

133

Height 225 240 300 350 400 195 220 235 245 300 350 400 89 114 140 184 195 220 225 235 240 245 300 350 400 450 90 115 145 184 195 200 220 225 235 240 245 300 350 400 450 195 220 235 245 300 350 400 450 195 200 220 225 235 240 245 300 350 400 184 200 240 300 350 400 450

SFWHI225/70/100 SFWHI240/70/100 SFWHI300/70/100 SFWHI350/70/100 SFWHI400/70/100 SFWHI195/75/100 SFWHI220/75/100 SFWHI235/75/100 SFWHI245/75/100 SFWHI300/75/100 SFWHI350/75/100 SFWHI400/75/100 SFWHI89/78/100 SFWHI114/78/100 SFWHI140/78/100 SFWHI184/78/100 SFWHI195/78/100 SFWHI220/78/100 SFWHI225/78/100 SFWHI235/78/100 SFWHI240/78/100 SFWHI245/78/100 SFWHI300/78/100 SFWHI350/78/100 SFWHI400/78/100 SFWHI450/78/100 SFWHI90/90/100 SFWHI115/90/100 SFWHI145/90/100 SFWHI184/90/100 SFWHI195/90/100 SFWHI200/90/100 SFWHI220/90/100 SFWHI225/90/100 SFWHI235/90/100 SFWHI240/90/100 SFWHI245/90/100 SFWHI300/90/100 SFWHI350/90/100 SFWHI400/90/100 SFWHI450/90/100 SFWHI195/100/100 SFWHI220/100/100 SFWHI235/100/100 SFWHI245/100/100 SFWHI300/100/100 SFWHI350/100/100 SFWHI400/100/100 SFWHI450/100/100 SFWHI195/120/100 SFWHI200/120/100 SFWHI220/120/100 SFWHI225/120/100 SFWHI235/120/100 SFWHI240/120/100 SFWHI245/120/100 SFWHI300/120/100 SFWHI350/120/100 SFWHI400/120/100 SFWHI184/135/100 SFWHI200/135/100 SFWHI240/135/100 SFWHI300/135/100 SFWHI350/135/100 SFWHI400/135/100 SFWHI450/135/100

Hanger Dimensions (mm) Width (W)

Height (H)

70 70 70 70 70 75 75 75 75 75 75 75 78 78 78 78 78 78 78 78 78 78 78 78 78 78 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 100 100 100 100 100 100 100 100 120 120 120 120 120 120 120 120 120 120 135 135 135 135 135 135 135

225 240 300 350 400 195 220 235 245 300 350 400 89 114 140 184 195 220 225 235 240 245 300 350 400 450 90 115 145 184 195 200 220 225 235 240 245 300 350 400 450 195 220 235 245 300 350 400 450 195 200 220 225 235 240 245 300 350 400 184 200 240 300 350 400 450

Joist Size

SFWH

Model No. Width

3ply 45

140

2ply 72

Typical SFWHI Installation

2ply 75

2ply 89

2ply 97

3ply 75

Height 195 220 235 245 300 90 115 200 300 350 195 220 235 245 300 350 400 195 220 235 245 300 350 400 450 184 195 200 220 225 235 240 300 350 400 450 195 220 235 245 300 350 400 450 195 220 235 245 300 350 400 450

SFWHI195/138/100 SFWHI220/138/100 SFWHI235/138/100 SFWHI245/138/100 SFWHI300/138/100 SFWHI90/142/100 SFWHI115/142/100 SFWHI200/142/100 SFWHI300/142/100 SFWHI350/142/100 SFWHI195/146/100 SFWHI220/146/100 SFWHI235/146/100 SFWHI245/146/100 SFWHI300/146/100 SFWHI350/146/100 SFWHI400/146/100 SFWHI195/152/100 SFWHI220/152/100 SFWHI235/152/100 SFWHI245/152/100 SFWHI300/152/100 SFWHI350/152/100 SFWHI400/152/100 SFWHI450/152/100 SFWHI184/180/100 SFWHI195/180/100 SFWHI200/180/100 SFWHI220/180/100 SFWHI225/180/100 SFWHI235/180/100 SFWHI240/180/100 SFWHI300/180/100 SFWHI350/180/100 SFWHI400/180/100 SFWHI450/180/100 SFWHI195/196/100 SFWHI220/196/100 SFWHI235/196/100 SFWHI245/196/100 SFWHI300/196/100 SFWHI350/196/100 SFWHI400/196/100 SFWHI450/196/100 SFWHI195/225/100 SFWHI220/225/100 SFWHI235/225/100 SFWHI245/225/100 SFWHI300/225/100 SFWHI350/225/100 SFWHI400/225/100 SFWHI450/225/100

Hanger Dimensions (mm) Width (W)

Height (H)

138 138 138 138 138 142 142 142 142 142 146 146 146 146 146 146 146 152 152 152 152 152 152 152 152 180 180 180 180 180 180 180 180 180 180 180 196 196 196 196 196 196 196 196 225 225 225 225 225 225 225 225

195 220 235 245 300 90 115 200 300 350 195 220 235 245 300 350 400 195 220 235 245 300 350 400 450 184 195 200 220 225 235 240 300 350 400 450 195 220 235 245 300 350 400 450 195 220 235 245 300 350 400 450

Masonry Hangers

SFH/SFHI/SFWH/SFWHI

SFJC

Masonry Hangers

The SFJC is an innovative and unique product which enables a safe, practical and robust solution that satisfies the requirements of Approved Document L of the Building Regulations.

SAFETY FAST JOIST CAP

SFJC

The SFJC is designed to be used where timber joists are built into a masonry external wall and eliminates the air leakage problems associated with shrinkage of timber joists. • SFJC305/50 and SFJC305/100 models accommodate a large range of joist types and sizes. • SFJC225/50 specifically designed for 50mm solid sawn joists up to 225mm deep. • Air leakage around the joist end is eliminated. • Wide face flanges provide an air tight seal.

CERTIFICATE No 04/4170

SFJC225/50

• Cut out sections for lateral restraint straps. MATERIAL: Black Polypropylene. INSTALLATION: The SFJC does not provide any lateral stability to the joists during construction phase. It is therefore necessary to install temporary bracing in accordance with the joist manufacturers instructions and/or standard construction practice to ensure temporary stability of the floor joists.

PATENT PENDING 0310590.5

• Place floor joist onto wall and adjust to ensure correct bearing at each end. • Lift the floor joist and install SFJC over the end of the joist, ensuring the SFJC face flanges are tight against the inner face on the masonry wall. SFJC225/50: SOLID SAWN JOISTS • Solid sawn joists up to 50mm wide and 225mm high can be installed directly into the SFJC225/50. • Nail the floor joist to the SFJC using 4 No 3.75 x 30mm square twist nails through the holes located in the side flanges.

Typical SFJC305/50 Installation

SFJC305/50: SOLID SAWN AND I-JOISTS • Solid sawn joists up to 50mm wide and 300mm high can be installed directly into the SFJC305/50. For narrower joist widths use the wedge cut outs to pack the joist. • For I-joist application use the SFJC wedges to centralise the I-joist into the SFJC. Tap the wedges in to secure the joist into SFJC. Partly drive a 3.75 x 30mm square twist nail into the bottom chord of the joist in front of the wedge to secure them in place.

Typical SFJC225/50 Installation

SFJC305/100: SOLID SAWN AND I-JOISTS • For use with single or double I-joists, or solid sawn joists, up to 100mm wide and 300mm deep. • Steel joist plates slide into the slots within the SFJC and are fixed to the top and bottom of the floor joists. Nail in place with 2 No 3.75 x 30mm square twist nails per plate. • Install horizontal restraint straps at maximum 2m centres and nail to the timber joists with 8 No 3.75 x 30mm square twist nails. • Build up masonry between SFJC and continue with wall construction. • Ensure all joints between the masonry and SFJC are fully filled with mortar. With the SFJC305/50 check the tightness of the wedges once wall construction is completed. If necessary hammer wedges in tight and adjust retaining nail. • If considered necessary, fill the void around the joist with mineral wool or expanding foam.

Model No. SFJC225/50 SFJC305/50 SFJC305/100

Dimensions (mm) Width 50 50 100

Height 225 305 305

Solid Sawn Joist Sizes (mm)

I-Joist Sizes (mm) Width – up to 50 up to 100

Typical SFJC305/100 Installation

Height –

Web –

up to 302

9 to 12

Width Height 50 up to 225 up to 50 up to 300 up to 100

1. 2 No SFJC Wedges supplied with each SFJC305/50. 2. 2 No Steel Joist Plates are supplied with each SFJC305/100.

MASONRY SUPPORTED JOIST HANGERS

See tables on pages 15 – 19. • JHMs and HJHMs are one piece non-welded joist hangers for supporting timber joists, beams, and trussed rafters from masonry walls. • JHM and JHMI Manufactured under BM TRADA Q-Mark Certification scheme. • JHM and JHMI have built-in inspection slot at the base of the hanger to aid inspection from the ground. • HJHM: Heavy duty masonry hanger for higher load carrying capacity. • Top flange provides widest area in contact with masonry support allowing superior performance. Embossments on JHM stiffen top flange and holes allow improved mortar keying. • JHM side flange on deeper hangers is much higher than traditional style providing greatly enhanced resistance to joist rotation. • Actual hanger heights are adjusted to industry standards. Timber joist hanger heights 150 and greater will be 10 mm shorter than joist height unless specified full height. Composite wood hanger heights are actual heights. See table. • WHM and WHMI hangers have added flexibility for special sizes and configurations. Contact factory for options.

JHM

MATERIAL: JHM and JHMI—2.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z600; HJHM and HJHMI—3.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z600; WHM and WHMI—3.0mm mild steel. FINISH: WHM and WHMI: Hot-dip galvanised. INSTALLATION: • Use all specified fasteners. See general notes. • Set hanger back flange tight against block wall when built to desired level, then continue with additional courses to complete wall height. Joist should be tight into back of hanger when possible. Maximum gap permitted is 6mm. • Minimum 3 courses of solid block (675mm masonry) required above hanger with mortar fully cured before applying load. • JHMI hangers have two PAN (see MIT hanger) or obround nail holes located so that nails can be driven at an angle into the lower chord of an I-joist. Web stiffeners are not required with I-joists to achieve the table loads. Web stiffeners may be required by the I-Joist manufacturer. • Do not stack blocks or other heavy loads on the joists during construction unless the joists have additional support to take the full load of the blocks vertically and horizontally. • The JHM and JHMI range of joist hangers can be fixed to steel beams by means of powder actuated fasteners. • The shot-fired pins must be installed by a qualified person in accordance with the manufacturer's installation requirements. OPTIONS: • Return configuration provides additional support by wrapping around three sides of the block. Designate “return” and length of return dimension when ordering. • RETURN HANGERS DO NOT SATISFY THE REQUIREMENTS FOR LATERAL RESTRAINT TYPE HANGERS. • Straddle configuration provides 2 hangers connected across top of support enabling exact alignment on both sides of supporting wall. Designate “straddle” and length of straddle dimension when ordering. • JHM and JHMI can be shot-fired to steel. Contact Simpson Strong-Tie for details. • WHM and WHMI hangers can be sloped or skewed up to a maximum of 45°. • Other widths and heights available to order. Contact Simpson Strong-Tie for details.

HJHM

WHM H

MASONRY HANGERS SHOT-FIRED TO STEEL Model No.

Fasteners Steel Support Joist Nails

Safe Working Loads (kN)

JHM

4 No Shot Fired Pins

4 - 3.75 x 30

5.17

JHMI

4 No Shot Fired Pins

2 - 3.75 x 30

5.17

1. The above Safe Working Loads are based upon product tests using 4 No Hilti 12mm X-EDNI steel pins fired through the holes provided in the top flange of the hangers onto 4mm thick steel plate. Other pins may be used provided similar structural performance is verified by the pin manufacturer. 2. Pin head size must be sufficient to prevent pull through during loading. 3. The designer must ensure that the steel support member will support the imposed loads. 4. Install shot fired pins in accordance with manufacturers instructions.

JHM shot-fired to steel

Masonry Hangers

JHM/JHMI/HJHM/HJHMI/WHM/WHMI

MASONRY SUPPORTED JOIST HANGERS

JHM/JHMI/HJHM/HJHMI/WHM/WHMI Joist Size Model No. Width

2 ply 35 or 75

2 ply 50 or 100

2 ply 63 3 ply 50 or 2 ply 75

Height

Hanger Dimensions (mm) Width (W)

Height (H)

Masonry Hangers

JHM HANGERS FOR TIMBER AND TRUSS SIZES

JHM/HJHM/WHM HANGERS FOR TIMBER AND TRUSS SIZES SAFE WORKING LOADS

Joist Fasteners

Model No.

Safe Working Loads (kN) Block Strength

Qty

Nail

2.8 N/mm2 Solid AAC

3.5 N/mm2 Solid LAC

7 N/mm2 Solid DAC

3.75 x 30

5.05

5.17

100

JHM100/38

100

125

JHM125/38

125

JHM

150

JHM150/38

140

HJHM

4.0 x 90

8.53

9.54

15.52

175

JHM175/38

165

WHM

3.75 x 30

6.14

8.23

11.55

200

JHM200/38

190

225

JHM225/38

215

250

JHM250/38

240

115

JHM125/44

125

150

JHM150/44

140

175

JHM175/44

165

200

JHM200/44

190

225

JHM225/44

215

250

JHM250/44

240

100

JHM100/50

100

125

JHM125/50

125

150

JHM150/50

140

175

JHM175/50

165

200

JHM200/50

190

225

JHM225/50

215

250

JHM250/50

240

125

JHM125/63

125

150

JHM150/63

140

175

JHM175/63

165

200

JHM200/63

190

225

JHM225/63

215

250

JHM250/63

240

100

JHM100/75

100

125

JHM125/75

125

150

JHM150/75

140

175

JHM175/75

165

200

JHM200/75

190

225

JHM225/75

215

250

JHM250/75

240

100

JHM100/100

100

125

JHM125/100

100

125

150

JHM150/100

100

140

175

JHM175/100

100

165

200

JHM200/100

100

190

225

JHM225/100

100

215

250

JHM250/100

100

240

125

JHM125/125

125

225

JHM225/125

125

215

175

JHM175/150

150

165

225

JHM225/150

150

215

1. SWL’s are based upon tests conducted by Ceram Building Technology or TRADA Technology Limited. The SWL’s are the lower of the hanger capacity, with appropriate safety factors, or 1.5mm deflection according to BS 6178:Part 1. 2. 3.75 x 30 refers to square twist nails. 3. Loads apply to solid block with minimum compressive strengths as indicated. The block thickness must be at least the same size as the top flange length, as shown in the illustrations. For straddle hangers the minimum S dimension is 100mm to achieve published loads, except for HJHM hangers, which must be twice the top flange length of a single hanger. 4. Scope of Q-Mark Certificate. JHM safe working loads for hangers up to and including 100mm widths.

Typical JHM Installation

JHMR Return Configuration

JHMS Straddle Configuration

MASONRY SUPPORTED JOIST HANGERS

HJHM HANGERS FOR TIMBER AND TRUSS SIZES

Joist Size Model No. Width

2 ply 35 or 75

2 ply 50 or 100

2 ply 63

3 ply 50 or 2 ply 75 3 ply 63 4 ply 50 or 2 ply 100 3 ply 75

Height

Hanger Dimensions (mm) Width (W)

Height (H)

150

HJHM150/75

140

175

HJHM175/75

165

200

HJHM200/75

190

225

HJHM225/75

215

250

HJHM250/75

240

300

HJHM300/75

290

150

HJHM150/100

100

140

175

HJHM175/100

100

165

200

HJHM200/100

100

190

225

HJHM225/100

100

215

250

HJHM250/100

100

240

300

HJHM300/100

100

290

150

HJHM150/125

125

140

200

HJHM200/125

125

190

225

HJHM225/125

125

215

250

HJHM250/125

125

240

150

HJHM150/150

150

140

200

HJHM200/150

150

190

225

HJHM225/150

150

215

250

HJHM250/150

150

240

225

HJHM225/190

190

215

150

HJHM150/200

200

140

200

HJHM200/200

200

190

225

HJHM225/200

200

215

250

HJHM250/200

200

240

225

HJHM225/225

225

215

HJHM

WHM HANGERS FOR TIMBER AND TRUSS SIZES

Joist Size Model No. Width

Height

Hanger Dimensions (mm) Width (W)

Height (H)

150

WHM150/38

140

200

WHM200/38

190

225

WHM225/38

215

150

WHM150/50

140

200

WHM200/50

190

225

WHM225/50

215

2 ply 35 or 75

110

WHM100/75

100

125

WHM125/75

125

2 ply 50 or 100

110

WHM100/100

100

125

WHM125/100

100

125

WHM 94

Typical WHM Skewed Right H

Masonry Hangers

JHM/JHMI/HJHM/HJHMI/WHM/WHMI

MASONRY SUPPORTED JOIST HANGERS

JHM/JHMI/HJHM/HJHMI/WHM/WHMI Joist Size Model No. Width

Height

Qty

Nail

2.8 Solid AAC

3.5 N/mm2 Solid LAC

7 N/mm2 Solid DAC

3.75 x 30

5.05

5.17

114

140

JHMI

184

JHMI184/40

184

HJHMI

4.0 x 90

8.53

9.54

15.52

195

JHMI195/40

195

WHMI

3.75 x 30

6.14

8.23

11.55

220

JHMI220/40

220

225

JHMI225/40

225

235

JHMI235/40

235

240

JHMI240/40

240

300

JHMI300/40

300

350

JHMI350/40

350

145

JHMI145/47

145

184

JHMI184/45

184

195

JHMI195/45

195

200

JHMI200/45

200

220

JHMI220/45

220

225

JHMI225/45

225

235

JHMI235/45

235

JHMI HANGERS FOR COMPOSITE WOOD SIZES (Continued)

JHMI

240

JHMI240/45

240

245

JHMI245/45

245

300

JHMI300/45

300

350

JHMI350/45

350

400

JHMI400/45

400

114

240

140

300

JHMI240/52 JHMI300/52

52 52

Joist Size Model No.

Hanger Dimensions (mm) Width (W)

Height (H)

JHMI114/78

114

JHMI140/78

140

300

184

JHMI184/78

184

225 235

JHMI225/78 JHMI235/78

78 78

225 235

Width

Height

350

JHMI350/52

350

400

JHMI400/52

400

195

JHMI195/60

195

240

JHMI240/78

240

200

JHMI200/60

200

300

JHMI300/78

300

220

350

JHMI350/78

350

184

JHMI184/90

184

195

JHMI195/90

195

240

200

JHMI200/90

200

300

220

JHMI220/90

220

225

JHMI225/90

225

235

JHMI235/90

235

JHMI240/90

240

JHMI220/60

225

JHMI225/60

225

235

JHMI235/60

235

240

Block Strength N/mm2

JHMI140/40

350

JHMI240/60 JHMI300/60 JHMI350/60 JHMI400/60

60 60 60 60

350 400

2 ply 38

2 ply 45 or 89

225

JHMI225/70

225

240

JHMI240/70

240

300

JHMI300/90

300

JHMI300/70

300

350

JHMI350/90

350

400 200

JHMI400/90 JHMI200/100

90 100

400 200

225

JHMI225/100

100

225

200

240

JHMI240/102

102

240

220

300

JHMI300/102

102

300

350

JHMI350/102

102

350

400

JHMI400/102

102

400

200

JHMI200/120

120

200

350

JHMI350/70

350

400 195

JHMI400/70 JHMI195/75

70 75

400 195

200 220 225 72

Model No.

JHMI114/40

300

Height (H)

Safe Working Loads (kN)

Joist Fasteners

140

220 58 or 60

Width (W)

JHMI/HJHMI/WHMI HANGERS FOR COMPOSITE WOOD SIZES SAFE WORKING LOADS

114

240 50

Hanger Dimensions (mm)

Masonry Hangers

JHMI HANGERS FOR COMPOSITE WOOD SIZES

235

JHMI200/75 JHMI220/75 JHMI225/75 JHMI235/75

75 75 75 75

2 ply 50

225 235

245

JHMI245/75

245

300

JHMI300/75

300

350

JHMI350/75

350

400

JHMI400/75

400

2 ply 58

Masonry Hangers

JHM/JHMI/HJHM/HJHMI/WHM/WHMI

MASONRY SUPPORTED JOIST HANGERS

WHMI HANGERS FOR COMPOSITE WOOD SIZES

Joist Size Model No. Width

Height

Width (W)

WHMI89/40

WHMI240/40

240

WHMI240/45

240

300

WHMI300/45

300

240

WHMI240/70

240

300

WHMI300/70

300

350

WHMI350/70

350

400

WHMI400/70

400

WHMI89/78

WHMI90/92

2 ply 45 or 89

115

WHMI115/92

115

450

WHMI450/90

450

WHMI90/116

116

2 ply 58 or 2 ply 60

115

WHMI115/116

116

115

450 450

WHMI450/120 WHMI450/135

120 135

450 450

2 ply 38

3 ply 45 or 133 140

WHMI90/142

142

115

WHMI115/142

142

115

450

WHMI450/180

180

450

Typical WHMI Skewed Right

4 ply 45 or 2 ply 90 or 1 ply 178

Height (H)

240

WHMI

Hanger Dimensions (mm)

JHM/JHMI/HJHM/HJHMI/WHM/WHMI Joist Size Model No. Width

2 ply 38

2 ply 45 or 89

2 ply 50

2 ply 58 or 2 ply 60

3 ply 45 & 133

Height

HJHMI HANGERS FOR COMPOSITE WOOD SIZES (Continued)

Hanger Dimensions (mm) Width (W)

Height (H)

195

HJHMI195/78

195

220

HJHMI220/78

220

225

HJHMI225/78

235 240

HJHMI235/78 HJHMI240/78

300 400

HJHMI

Joist Size Model No. Width

Height

Hanger Dimensions (mm) Width (W)

Height (H)

200

HJHMI200/142

142

200

300

HJHMI300/142

142

300

225

350

HJHMI350/142

142

350

78 78

235 240

195 200

HJHMI195/146 HJHMI200/146

146 146

195 200

HJHMI300/78

300

220

HJHMI220/146

146

220

HJHMI400/78

400

235

HJHMI235/146

146

235

245

HJHMI245/146

140

2 ply 72

145

HJHMI145/90

145

146

245

184

HJHMI184/90

184

300

HJHMI300/146

146

300

195

HJHMI195/90

195

350

146

350

200

HJHMI200/90

200

400

HJHMI350/146 HJHMI400/146

146

400

220

HJHMI220/90

220

184

HJHMI184/180

180

184

225

HJHMI225/90

225

195

HJHMI195/180

180

195

235

HJHMI235/90

235

200

HJHMI200/180

180

200

240

HJHMI240/90

240

220

HJHMI220/180

180

220

245

HJHMI245/90

245

225

HJHMI225/180

180

225

300

HJHMI300/90

300

235

HJHMI235/180

180

235

350

HJHMI350/90

350

240

HJHMI240/180

180

240

400

HJHMI400/90

400

195

HJHMI195/100

100

195

300 350

HJHMI300/180 HJHMI350/180

180 180

300 350

220

HJHMI220/100

100

220

400

HJHMI400/180

180

400

235 245

HJHMI235/100 HJHMI245/100

100 100

235 245

195

HJHMI195/196

196

195

300

HJHMI300/100

100

300

200 220

HJHMI200/196 HJHMI220/196

196 196

200 220

350

HJHMI350/100

100

350

225

HJHMI225/196

196

225

400

HJHMI400/100

100

400

235

HJHMI235/196

196

235

450

HJHMI450/100

100

450

240 300

HJHMI240/102 HJHMI300/102

102 102

240 300

245 300

HJHMI245/196 HJHMI300/196

196 196

245 300

4 ply 45 or 2 ply 90 or 1 ply 178

2 ply 97

350

HJHMI350/196

196

350

HJHMI400/196

196

400

350

HJHMI350/102

102

350

400

400 195

HJHMI400/102 HJHMI195/120

102 120

400 195

450

HJHMI450/196

196

450

200

HJHMI200/120

120

200

200 225

HJHMI200/250 HJHMI225/250

250 250

200 225

220

HJHMI220/120

120

220

225

HJHMI225/120

120

225

235 240

HJHMI235/120 HJHMI240/120

120 120

235 240

300

HJHMI300/120

120

300

350

HJHMI350/120

120

350

400

HJHMI400/120

120

400

184

HJHMI184/135

135

184

200

HJHMI200/135

135

200

225

HJHMI225/135

135

225

240

HJHMI240/135

135

240

300

HJHMI300/135

135

300

350

HJHMI350/135

135

350

400

HJHMI400/135

135

400

2 ply 122

Masonry Hangers

HJHMI HANGERS FOR COMPOSITE WOOD SIZES

MASONRY SUPPORTED JOIST HANGERS

JOIST HANGER WITH ADJUSTABLE HEIGHT STRAP

See table on page 21. • JHA’s are a one piece, non-welded, joist hanger for supporting timber joists from timber members. • Manufactured under the BM TRADA Q-Mark Certification Scheme. • A galvanised joist hanger that provides greater joist support combined with ease of installation that can be adjusted to suit height of joist. • Simpson’s exclusive double shear nailing feature guides nails into joist at a 45° angle. All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails and faster installation. • This provides easier nail driving as the installer doesn’t need to swing the hammer sideways. The nail is supported at the side of the hanger and at the header which generates higher load capacities. • Wider strap provides more surface area on the supporting timber and allows increased nail spacing, enhancing the performance of the critical hanger-to-support part of the connection. • Minimum and maximum nailing schedules are stamped into the strap of most models providing correct installation information for site operatives. • Speed-prong holds the hanger in position to allow easier attachment. The installer no longer has to try to hold hanger, joist and nail with one hand and swing a hammer with the other! • The model number and size is stamped into the seat of most models for easy identification of the hanger, even after installation.

JHA270 Speed Prongs Used to temporarily position and secure the hanger for easier and faster installation.

Double Shear Nailing

MATERIAL: JHA270—0.9mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275; JHA450—1.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: Three different installation methods are available depending on the availability of nailing surface. Maximum nailing—All nails must be applied according to the table. The nails used for the joist attachment must be driven at an angle so that the nails penetrate through the corner of the joist into the header. Minimum nailing—For a lower installed cost the minimum nailing schedule can be used when the maximum nailing load capacity is not needed. The nails used for the joist attachment must be driven at an angle so that the nails penetrate through the corner of the joist into the header. A minimum wrap over of 55 mm is required. Loft conversions—for applications where the hanger extends below the support. Install top, face, and joist nails according to the table. A minimum wrap over of 55 mm is required.

Double Shear Nailing

OPTIONS: Because these hangers are fully die-formed they cannot be modified.

JHA270 Adjustable Hanger

JHA450 Adjustable Hanger

EPC Patent Pending (FR) (DE) (GB)

For JHA450 range of hangers, install joist nails at 45° through obround holes for double shear nailing

Dome Double Shear Nailing (available on some models)

JHA270 Installation

JHA450 Below Support Installation

Timber Hangers

JHA

JOIST HANGER WITH ADJUSTABLE HEIGHT STRAP

JHA SPECIFICATIONS

Dimensions Joist Width (mm)

JHA270/38

271

JHA450/38

481

JHA270/44

268

JHA450/44

478

JHA270/50

265

JHA450/50 JHA270/63

50 63

475 260

50 50

JHA450/63

469

JHA270/75

279

JHA450/75 JHA270/100 JHA450/100 JHA450/125 JHA450/150

75 100 100 125 150

463 267 450 449 436

50 50 50 63 63

JHA270/38 JHA450/38

38 38

271 481

50 50

JHA270/44 JHA450/44 JHA270/50

44 44 50

268 478 265

50 50 50

JHA450/50 JHA270/63 JHA450/63 JHA270/75

50 63 63 75

475 260 469 279

50 50 50 50

125 3 ply 50

JHA450/75 JHA270/100 JHA450/100 JHA450/125 JHA450/150

75 100 100 125 150

463 267 450 449 436

50 50 50 63 63

38 44 50 63

JHA450/38 JHA450/44 JHA450/50 JHA450/63

38 44 50 63

481 478 475 469

50 50 50 50

75 2 ply 50 125 3 ply 50

JHA450/75 JHA450/100 JHA450/125 JHA450/150

75 100 125 150

463 450 449 436

50 50 63 63

38 44 50 63 75 2 ply 50 125 3 ply 50

38 44 50 63 75

2 ply 50

Fasteners Carrying Member

Safe Working Loads (kN)1 Carried Member

Face Top Minimum nailing 113 4 – 3.75 x 30 4 – 3.75 x 30 4 – 3.75 x 75 191 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 110 4 – 3.75 x 30 4 – 3.75 x 30 4 – 3.75 x 75 188 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 107 4 – 3.75 x 30 4 – 3.75 x 30 4 – 3.75 x 75 185 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 102 4 – 3.75 x 30 4 – 3.75 x 30 4 – 3.75 x 75 179 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 121 4 – 3.75 x 30 4 – 3.75 x 30 4 – 3.75 x 75 173 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 109 4 – 3.75 x 30 4 – 3.75 x 30 4 – 3.75 x 75 160 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 129 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 116 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 75 Maximum nailing 113 — 22 – 3.75 x 30 4 – 3.75 x 75 191 — 22 – 3.75 x 30 6 – 3.75 x 75 110 — 22 – 3.75 x 30 4 – 3.75 x 75 188 — 22 – 3.75 x 30 6 – 3.75 x 75 107 — 22 – 3.75 x 30 4 – 3.75 x 75 185 — 22 – 3.75 x 30 6 – 3.75 x 75 102 — 22 – 3.75 x 30 4 – 3.75 x 75 179 — 22 – 3.75 x 30 6 – 3.75 x 75 121 — 22 – 3.75 x 30 4 – 3.75 x 75 173 — 22 – 3.75 x 30 6 – 3.75 x 75 109 — 22 – 3.75 x 30 4 – 3.75 x 75 160 — 22 – 3.75 x 30 6 – 3.75 x 75 129 — 22 – 3.75 x 30 6 – 3.75 x 75 116 — 22 – 3.75 x 30 6 – 3.75 x 75 Special installation common to loft conversions 191 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 188 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 185 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 179 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 173 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 160 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 129 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30 116 4 – 3.75 x 30 4 – 3.75 x 30 6 – 3.75 x 30

Slip 2 Medium Modulus kN/mm Term

Short Term Uplift

Long Term

2.00

5.19

5.94

2.0

2.00

7.30

8.30

5.7

2.00

5.19

5.94

2.0

2.00

7.30

8.30

4.8

2.00

5.19

5.94

2.0

2.00 2.00

7.30 5.19

8.30 5.94

4.8 2.0

2.00

7.30

8.30

4.8

2.00

5.19

5.94

2.0

2.00 2.00 2.00 2.00 2.00

7.30 5.46 7.30 7.30 8.00

8.30 6.11 8.30 8.30 9.10

4.8 2.0 4.8 4.8 4.8

2.00 2.00

5.54 8.30

6.33 9.50

3.1 3.9

2.00 2.00 2.00

5.54 8.30 5.54

6.33 9.50 6.33

3.1 3.9 3.1

2.00 2.00 2.00 2.00

8.30 5.54 8.30 5.54

9.50 6.33 9.50 6.33

3.9 3.1 3.9 3.1

2.00 2.00 2.00 2.00 2.00

8.30 6.12 8.30 8.30 8.30

9.50 7.00 9.50 9.50 9.50

3.9 3.1 3.9 3.9 3.9

— — — —

5.29 5.29 5.29 5.29

6.05 6.05 6.05 6.05

4.1 4.1 4.1 4.1

— — — —

5.29 5.29 5.29 5.29

6.05 6.05 6.05 6.05

4.1 4.1 4.1 4.1

Timber Hangers

Model No.

1. Safe Working Loads are based on load tests conducted at CERAM Building Technology or TRADA Technology Ltd. and derived in accordance with or based on TRADA Certification’s Timber Engineering Hardware Product Q-Mark Scheme. Contact Simpson’s technical department for further information. 2. Slip modulus can be used as guidance for determining approximate deflection under load. 3. Loft conversion loads are not included in Q-Mark Scheme.

SAE & SAI

FACE MOUNT HANGERS

• Heavy-duty hangers designed for applications requiring additional strength. • SAE380, SAE500 and SAE620 series of hangers are manufactured under the BM Trada Q-Mark scheme.

SAE

• SAE and SAI Timber Bolted capacity to be determined according to the relevant British Standards. Do not exceed the load values given in the Bolt Attachment table.

• The hanger depth is to be at least 60% of the carried member depth to prevent rotation, unless additional lateral restraint is added to the top of the carried member. MATERIAL: SAE and SAI—2.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: • Use all specified fasteners. Verify that the header can take the required fasteners specified in the table. • Sawn Timber SAE and SAI hangers can be installed by filling all round holes, or all bolt holes, with the specified fasteners. A combination of the two is not allowed. OPTIONS: • Other widths of the Sawn Timber SAE hangers are available to order. Contact Simpson for details.

SAI

• Slope and skew options available for all SAE hangers. • For special Sawn SAE Hangers, the fastener specifications and SWL’s may differ from the normal hanger specifications. See SAE Hanger Specials Table for details.

• Skews right or left up to 67.5° and slopes up or down up to 45°. • Hangers with skews greater than 15° may have all joist nailing on the outside angle. • For SAE hangers with combined skews and slopes the maximum SWL is 80% of the medium term loads stated within the table. B

• Concealed flanges available on some models. See SAI Table for Hanger Range.

NAIL ATTACHMENT TABLE

Joist Width (mm)

100

125 150 200

Dimensions

Model No.

Fasteners

Qty

Nail

Qty

Nail

85 85 75 85 85 75 84 85 85 75 85 85 75 85 85 75 85 85 75 78 75 78 75

22 34 40 22 34 40 12 22 34 40 22 34 40 22 34 40 22 34 40 30 40 30 40

3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30

12 18 22 12 18 22 7 12 18 22 12 18 22 12 18 22 12 18 22 18 22 18 22

Safe Working Loads (KN) C16 PSL/LSL/LVL Long Medium Long Medium Term Term Term Term 8.5 9.5 9.3 10.4 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 8.5 9.5 9.3 10.4 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 4.6 5.2 5.1 5.7 8.5 9.5 9.3 10.4 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 8.5 9.5 9.3 10.4 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 8.5 9.5 9.3 10.4 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 8.5 9.5 9.3 10.4 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 11.6 13.0 12.6 14.2 15.4 17.3 16.9 18.9 11.6 13.0 12.6 14.2 15.4 17.3 16.9 18.9

3.75 x 30

13.1

Header W

HU380/38 HU500/38 HU620/38 HU380/45 HU500/45 HU620/45 – HU380/50 HU500/50 HU620/50 HU380/64 HU500/64 HU620/64 HU380/76 HU500/76 HU620/76 HU380/100 HU500/100 HU620/100 HU500/125 HU620/125 HU500/150 HU620/150

38 38 38 45 45 45 50 50 50 50 64 64 64 76 76 76 100 100 100 125 125 150 150

171 231 291 168 228 288 100 165 225 285 159 219 279 153 213 273 140 200 260 188 248 175 235

HU590/200

200

195

New

SAE380/38 SAE500/38 SAE620/38 SAE380/45 SAE500/45 SAE620/45 SAE250/50 SAE380/50 SAE500/50 SAE620/50 SAE380/64 SAE500/64 SAE620/64 SAE380/76 SAE500/76 SAE620/76 SAE380/100 SAE500/100 SAE620/100 SAE500/125 SAE620/125 SAE500/150 SAE620/150 SAE590/200

Joist

14.7

1. These hangers can be supplied with skew and slope modifications. However they are based upon the Composite Wood style HU hanger and have no bolt holes. Please refer to SAE Hangers Specials Table.

14.3

16.1

Timber Hangers

• SAE and SAI hangers have bolt holes for 12mm fasteners into the face.

SAE & SAI

FACE MOUNT HANGERS

SAI HANGERS

Dimensions

Model No.

Joist Width (mm)

125 150 200

New

SAI380/100 SAI500/100 SAI620/100 SAI500/125 SAI620/125 SAI500/150 SAI620/150 SAI590/200

HUC380/100 HUC500/100 HUC620/100 HUC500/125 HUC620/125 HUC500/150 HUC620/150 HUC590/200

100 100 100 125 125 150 150 200

140 200 260 188 248 175 235 195

85 85 75 78 75 78 75 78

Joist

Qty

Nail

Qty

Nail

18 34 40 30 40 30 40 34

3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30

12 18 22 18 22 18 22 18

3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30 3.75 x 30

Safe Working Loads (KN) C16 PSL/LSL/LVL Long Medium Long Medium Term Term Term Term 7.0 7.8 7.6 8.5 13.1 14.7 14.3 16.1 15.4 17.3 16.9 18.9 11.6 13.0 12.7 14.2 15.4 17.3 16.9 18.9 11.6 13.0 12.7 14.2 17.3 16.9 18.9 15.4 14.7 14.3 16.1 13.1

Timber Hangers

100

Fasteners Header

SAE HANGERS—BOLT ATTACHMENT

Fasteners Model No. SAE380 – all SAE500/38 – 100 SAE500/125 – 150 SAE620/38 – 100 SAE620/125 – 150

Support

Carried member

4 – M12 6 – M12 6 – M12 8 – M12 8 – M12

12 – 3.75 x 30 18 – 3.75 x 30 18 – 3.75 x 30 22 – 3.75 x 30 22 – 3.75 x 30

Safe Working Loads Timber Support Masonry Support (compression strength) Long Term Medium Term 2.8 N/mm2 3.5 N/mm2 7 N/mm2 20 N/mm2 6.95 8.53 1.80 2.20 4.00 8.00 10.10 12.06 3.60 4.40 8.00 16.00 7.99 10.27 3.60 4.40 8.00 16.00 13.03 15.09 3.60 4.40 8.00 16.00 10.86 13.95 3.60 4.40 8.00 16.00

1. Model No. column indicates model range. See Nail Attachment Table for model numbers. 2. Safe working loads apply to bolt attachment only. 3. Timber support safe working loads are based upon calculation from BS 5268 Part 2 with grade 4.6 12mm bolts into C16 timber and load testing performed at Simpson Strong-Ties testing facility. 4. Timber support safe working loads apply to a minimum support member thickness of 72mm. Safe working loads for smaller support members must be reduced in accordance with BS 5268 Part 2. Bolts are to be installed in accordance with recommendations within BS 5268: Part 2. 5. Masonry support safe working loads are based upon calculation with Rawl R-KF2 and 12mm stud anchors. Select and install fixings according to manufacturers recommendations. Other manufacturers anchors can be used. The designer is to check the alternate fixing suitability and reduce the safe working load where limited by the fixing. 6. Contact Simpson Strong-Tie for bolt hole locations. 7. Bolted loads are not included in Q-Mark Scheme.

SAWN TIMBER SAE HANGER - SPECIALS TABLE

Model No.

New SAE380X SAE500X SAE620X

Previous HU380X HU500X HU620X

Dimensions

Fasteners

Width Range

Height Range

38 – 100 38 – 150 38 – 150

140 – 175 175 – 235 235 – 290

64 64 64

Qty 14 18 28

Header Nail 3.75 x 30 3.75 x 30 3.75 x 30

Qty 6 8 10

Safe Working Loads (kN) Joist Nail 3.75 x 30 3.75 x 30 3.75 x 30

Long Term

Medium Term

5.40 7.00 10.80

6.10 7.80 12.10

1. 2. 3. 4. 5. 6.

These hangers are based upon Composite Wood style SAE hangers and contain round and triangular nail holes only. ie. No Bolt Holes. SWL’s are based upon a maximum nailing schedule—all round and triangular holes filled. Skews right or left up to 67.5° and slopes up or down up to 45°. For combined skew and sloped hangers the maximum SWL is 80% of the stated medium term loads. Enables hangers to be manufactured for any combination of widths and heights listed for a model number. To order specify model number, width, height, skew and/or slope.eg SAE380/63 Skewed Right at 15° becomes SAE380X, W = 63, H = 159, SKR = 15° (for no skewed/sloped options please specify skew = 0° & slope = 0°). 7. Special Sawn Timber SAE Hangers are not included within the BM Trada Q-Mark scheme.

Typical SAE Sloped Down, Skewed Right Installation

Typical SAI Installation on a post

Top View SAE Hanger Skewed Right

ACUTE SIDE SPECIFY SKEW ANGLE

• • • • • • •

SPEED PRONG JOIST HANGERS

LUP’s are a one piece, non-welded, joist hanger for supporting timber joists from timber members. Manufactured under the BM TRADA Q-Mark Certification Scheme. Innovative new hanger to the UK. Precision formed and engineered for fast installation and maximum loads. Speed prongs are curved steel for extra strength. One hit positions the hanger for header nailing. Prongs into the joist eliminate the need for special short nails to hold the joist into the hanger.

LUP230/50 22

MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: Use all specified fasteners. See General Notes. • Speed prongs provide instant location of the hanger onto the carrying beam and secures the joist into the hanger. If joist prong is deflected and bent on a knot, simply use a 3.75 x 30 nail or equal through that slot.

OPTIONS: Because these hangers are fully die formed they cannot be modified.

Typical LUP Installation

Safe Working Loads

Fasteners

Dimensions Joist Size

Model No.

Slip 2 Modulus kN/mm

Support

Carried Member

Long Term

Medium Term

38 x 100 to 150 LUP230/38

6-3.75 x 30

2 Prongs

2.90

3.30

1.3

44 x 100 to 150 LUP230/44

6-3.75 x 30

2 Prongs

2.90

3.30

1.2

50 x 100 to 150 LUP230/50

6-3.75 x 30

2 Prongs

3.00

3.40

1.2

1. Safe Working Loads are based on load tests conducted at TRADA Technology Ltd. and derived in accordance with or based on BM TRADA Certification’s Timber Engineering Hardware Product Q-Mark Scheme. Contact Simpson’s factory for further information. 2. Slip modulus can be used as guidance for determining approximate deflection under load.

MINI HANGER

The MH is a one piece galvanised hanger available in a range of widths for light duty applications such as trimmers and ceiling joists of rectangular section. • Suitable for use with solid headers. • Tab on seat ensures easy and accurate placement. • Tab has easy bend feature when not required. • Fully tested on a range of solid headers.

Typical MH Installation

MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 Dx51D + Z275.

B W

INSTALLATION: • For solid headers fill all round and triangular holes with specified nails. • The hanger depth should be at least 60% of the carried member depth to prevent rotation, if less than 60% additional lateral restraint is required to the top of the carried member.

Model No.

Dimensions W

Support

MH40

6 – 3.75 x 30

Carried Member 4 – 3.75 x 30

MH46 MH50

46 50

52 50

56 56

6 – 3.75 x 30 6 – 3.75 x 30

4 – 3.75 x 30 4 – 3.75 x 30

1. 3.75 x 30 refers to square twist nails.

Safe Working Loads kN

Fasteners

TR26

C16

All Flange Types

Long Term 2.50

Medium Term 2.86

Long Term 2.80

Medium Term 3.20

Uplift Short Term 2.00

2.50 2.50

2.86 2.86

2.80 2.80

3.20 3.20

2.00 2.00

Timber Hangers

LUP

SUR & SUL • The SUR & SUL are a one piece, non-welded, joist hanger for supporting skewed timber joists from timber members. • The SUR & SUL provide tested and standardised 45° skewed hangers.

SKEWED 45° HANGERS

SUL

MATERIAL: SUR & SUL—1.5mm pre-galvanised mild steel.

Typical SUL Installation

Joist Width (mm) 38

Timber Hangers

INSTALLATION: Use all specified fasteners. See General Notes. Verify that the header can take the required fasteners specified in the table. • Illustration shows left and right skews. • For SUR & SUL, square butt cut the joist end.

Typical SUR Installation

Dimensions Skewed Right Model No.

Skewed Left Model No.

SUR24

SUL24

SUR26

SUL26

SUR90/50

Fasteners

Safe Working Loads (kN)

Support

Joist

Short Term Uplift

4 – 4.0 x 90

4 – 3.75 x 30

2.00

2.05

127

6 – 4.0 x 90

6 – 3.75 x 30

3.20

3.07

3.83

SUL90/50

8 – 4.0 x 90

4 – 3.75 x 30

2.00

4.09

4.47

SUR135/50

SUL135/50

135

12 – 4.0 x 90

6 – 3.75 x 30

3.20

6.18

7.74

SUR210/50

SUL210/50

210

20 – 4.0 x 90

8 – 3.75 x 30

4.27

10.32

12.90

Long Term

Medium Term 2.56

RR An interlock provides alignment control and correct nailing locations. For a rafter-to-face connector, flatten the top flange into the face plane. The RR may be used with any rafter sloped up to 30°.

RR U.S. Patent 4,498,801

INSTALLATION: Use all specified fasteners. See General Notes.

38 x 100 50 x 100

RR RR50

102 112

38 50

Fasteners Header

MATERIAL: 1.2mm pre-galvanised mild steel.

Dimensions Minimum Model Joist No. W1 W2 Size

RIDGE RAFTER CONNECTORS

Joist

4 – 3.75 x 30 4 – 3.75 x 30

Safe Working Loads (kN) Long Term

Medium Term

1.40

1.59

Typical RR Installation

82 W2

CONCEALED BEAM HANGERS

• The strength of a steel load-rated connection combines with the natural beauty of wood in the TU concealed beam hanger. • Provides an aesthetically attractive connection for exposed beams.

TU20 (other sizes similar) U.S. Patent 5,062,733

INSTALLATION: Use all specified fasteners. See General Notes. • Pins aligned across the grain may cause splitting if the wood shrinks excessively. Use only in glulam, composite timber (PSL, LSL) or well dried timber. Verify that the header can take the required fasteners specified in the table. • Attach to the carrying beam with 5.0 x 40mm screws—supplied. • Specify dowel length and TU size to fit the application. • Preparation of carried beam is best done offsite with specialised cutting and boring tools. Holes in beam should be same diameter as dowel to ensure tight fit. • Centre the TU within height of carried beam. • Centre pins within the width of the carried member • For a sloped installation the TU hanger remains as standard and the timber is cut and angled to suit the slope. OPTIONS: Contact Simpson Strong-Tie for details of special installation tools. • The standard installation will leave a 5mm gap between carried and supporting beams. Pocket installation gives a fully concealed connection. See specific installations for further detail. • Skewed installation up to 60°. Sloped installation maximum 45°. • Options: Skewed TU available. To be factory ordered.

Model Min. Joist No. Height

Dimensions W

Fasteners Safe Working Loads Header Joist Dowels Dowel Embedment Length (mm) Screw Qty. Dia 60mm 80mm 100mm 120mm Standard Installation

TU12 TU16 TU20 TU24 TU28

120 160 200 240 280

40 60 60 60 60

96 134 174 214 254

101 108 108 108 108

6 4 8 18 3 12 22 4 12 26 5 12 30 6 12 Skewed Installation

2.60 3.40 5.50 8.00 10.70

3.60 4.80 7.70 11.10 14.90

4.30 6.10 9.80 14.20 19.20

4.30 7.50 12.00 17.40 21.50

TU12 TU16 TU20 TU24 TU28

120 160 200 240 280

40 60 60 60 60

96 134 174 214 254

101 108 108 108 108

6 4 8 18 3 12 22 4 12 26 5 12 30 6 12 Sloped Installation

2.50 3.40 5.50 8.00 10.70

2.50 4.80 7.70 11.10 14.90

2.50 6.10 9.80 13.30 16.30

2.50 7.40 10.50 13.30 16.30

TU12 TU16 TU20 TU24 TU28

160 190 225 260 295

40 60 60 60 60

96 134 174 214 254

101 6 4 8 2.30 108 18 3 12 3.00 108 22 4 12 4.80 108 26 5 12 6.90 108 30 6 12 9.30 Skewed & Sloped Installation

3.10 4.10 6.70 9.60 12.90

3.90 5.30 8.50 12.30 16.60

4.00 6.50 10.40 15.00 20.20

TU12 TU16 TU20 TU24 TU28

160 190 225 260 295

40 60 60 60 60

96 134 174 214 254

101 108 108 108 108

2.50 4.10 6.70 9.60 12.90

2.50 5.30 8.50 12.30 16.30

2.50 6.50 10.40 13.30 16.30

6 18 22 26 30

4 3 4 5 6

8 12 12 12 12

Typical Sloped Beam-to-Beam Installation

Typical Beam-to-Post Installation

2.30 3.00 4.80 690 9.30

Typical Skewed Beam-to-Beam Installation

Skew Angle

Typical Beam-to-Beam Installation

Timber Hangers

MATERIAL: TU—3.5mm pre-galvanised mild steel; Dowels-mild steel.

CONCEALED BEAM HANGERS

INSTALLATION PROCEDURE FOR COMPLETELY CONCEALED CONNECTOR

POCKET INSTALLATION

Timber Hangers

Attach Connector to Header • Position the connector at the pre determined height and screw the connector to the header or post. • Fill all holes with screws supplied.

Prepare the Beam • Cut the beam to the length specified. • Cut a slot into the end of the beam. Slot width for TU12 is 6mm and 9mm for all others. • Cut the slot 3mm deeper than the TU and short of the beam height. This allows the connector to be hidden from below. • Rout a pocket into the beam end. The pocket should be 6mm deep. Enough to hide the thickness of the TU and the screw heads. This eliminates the gap between the beam & header (see Pocket Installation Illustration). Drill Beam Dowel Holes • Position drill guide to provide the proper dowel end distance & height. Clamp in place (Drill guide available from Simpson Strong-Tie). • Drill the dowels to the required diameter. Dowel hole diameter for the TU12 is 8mm and 12mm for all others. Install Beams • Install top dowel into the carried beam first. Slip beam into place and install the remaining dowels working from the top downwards. • To hide exposed dowel holes when the installation is complete, glue and plug the holes.

STANDARD INSTALLATION

INSTALLATION PROCEDURE FOR PARTIALLY CONCEALED CONNECTOR

Attach Connector to Header • Position the connector at the pre determined height and screw the connector to the header or post. • Fill all holes with screws supplied.

Prepare the Beam • Cut the beam to the length specified. • Cut a slot into the end of the beam. Slot width for TU12 is 6mm and 9mm for all others. • Cut the slot 3mm deeper than the TU and through the entire beam height. (see Standard Installation Illustration.) Drill Beam Dowel Holes • Position drill guide to provide the proper dowel end distance & height. Clamp in place (Drill guide available from Simpson Strong-Tie). • Drill the dowels to the required diameter. Dowel hole diameter for the TU12 is 8mm and 12mm for all others. Install Beams • Install top dowel into the carried beam first. Slip beam into place and install the remaining dowels working from the top downwards.

TOP FLANGE I-JOIST HANGERS TOP FLANGE HANGERS - SAFE WORKING LOADS. The tables below represent the available model series and SWL's for the top flange hangers that are applicable to the stated installation configurations. HANGER SELECTION: Step One - Select hanger type from the tables below based on header type and required capacity. Step Two - Refer to relevant pages to determine model number based upon joist size.

This table shows the maximum allowable loads for the range of top flange hangers used on solid headers. Safe working loads are based upon the model series and do not vary on hanger width or height. Fasteners Model Series ITB ITT MIT B/BI LBV WPU GLTV

Web Stiff Required — — — — —

Safe Working Loads (kN) Joist

Uplift Short Term

C16

PSL

LSL

LVL

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 75 2 - 3.75 x 30 6 - 3.75 x 30 5 - 3.75 x 75

1.07 1.07 1.07 1.38 1.07 2.93 4.92

8.35 5.34 7.41 6.67 9.05 18.53 18.95

8.35 5.78 8.90 9.90 10.50 21.71 32.92

8.35 6.38 9.40 8.54 9.05 16.24 25.58

8.35 6.45 11.79 8.16 11.41 20.91 33.36

Solid Header Top

Face

4 - 3.75 x 30 4 - 3.75 x 75 4 - 4.00 x 90 2 - 4.00 x 90 4 - 4.00 x 90 3 - 4.00 x 90 4 - 4.00 x 90

14 - 3.75 x 75 2 - 3.75 x 75 2 - 4.00 x 90 2 - 4.00 x 90 2 - 4.00 x 90 4 - 4.00 x 90 6 - 4.00 x 90

Typical GLTV Installation

Header Types SIM StroPSO ng N -Tie®

I-JOIST HEADERS

Typical ITT Installation

This table shows the maximum allowable loads for the ITT, MIT, LBV and WP hangers used on I-joists as headers. The header nail must be substituted for those listed in other tables. Fasteners Model Series ITB ITT MIT LBV WPU

Backer Web Blocks Stiff Required Required — — — —

—

I-Joist Header Width > 38mm > 38mm > 58mm > 76mm > 58mm

Safe Working Loads (kN)

I-Joist Header

Joist

Top

Face

4 - 3.75 x 30 4 - 3.75 x 30 4 - 3.75 x 30 4 - 3.75 x 30 3 - 3.75 x 30

8 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 –

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 6 - 3.75 x 30

Flange Types

Uplift Short Term

C24

1.07 1.07 1.07 1.07 –

3.51 3.36 3.94 3.94 6.49

LVL 38mm 33mm 4.64 4.67 5.47 5.47 9.02

4.04 3.97 4.65 4.65 7.68

BEND TAB AND FASTEN WITH 3.75 x 30mm NAILS WHEN WEB STIFFENERS ARE NOT USED

TIMBER NAILERS This table shows the maximum allowable loads for the ITT, MIT, LBV and WP hangers used on wood nailers. The header nail must be substituted for those listed in other tables. Nailers are wood members attached to the top of a steel I-beam, concrete or masonry wall. This table also applies to sloped-seat hangers. Fasteners Model Series

ITT

—

MIT

—

LBV

—

WPU

Web Stiff Required

Nailer Depth 38 - 50mm 75 - 100mm 38 - 50mm 75 - 100mm 38 - 50mm 75 - 100mm 38 - 50mm 75 - 100mm

Solid Header Top

Face

4 - 3.75 x 30 4 - 3.75 x 75 4 - 3.75 x 30 4 - 3.75 x 75 4 - 3.75 x 30 4 - 3.75 x 75 3 - 3.75 x 30 3 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 75 2 - 3.75 x 30 2 - 3.75 x 75 2 - 3.75 x 30 2 - 3.75 x 75 – –

Safe Working Loads (kN) Header Types

Joist 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

Typical ITT/MIT Installation on Timber Nailer mounted onto Steel Beam 38mm Minimum

C16

TR26

LSL

4.67 5.34 5.47 5.58 5.47 9.05 9.02 11.16

4.67 5.34 5.47 6.98 5.47 9.05 9.02 13.34

5.47 – 7.14 – – – 14.47 –

I-Joist Hangers

SOLID HEADERS

ITB The ITB is an innovative new hanger that eliminates the requirement for backer blocks when supported from an I-joist header. The bottom flange location tabs and an open top flange provide enhanced capacity and improved ease of installation.

ITB HANGERS FOR TIMBER I-JOISTS

MATERIAL: 1.2mm pre-galvanised mild steel to BS EN 10327:2004 DX51D + Z275.

58 - 60

ITB Typical ITB Installation

2ply 38

TRIANGULAR OPTIONAL NAIL HOLES FOR ADDITIONAL UPLIFT

BOTTOM FLANGES

2ply 45 or 89

PAN NAIL HOLES

SUPPORTING I-JOIST

CARRIED I-JOIST

PAN NAIL HOLES

ITB I-JOIST HANGERS - SAFE WORKING LOADS Model No.

Header

Safe Working Loads (kN)

Fasteners Joist

Long Term

Medium Long Term Short Term Uplift Uplift Term

I-joist Header - 38mm Deep LVL Flanges

Dimensions (mm) Height (H)

Width (W)

195 200 220 235 240 302 145 195 200 220 235 240 245 302 195 200 220 235 240 245 302 195 220 235 245 302 195 200 220 235 240 302 195 200 220 235 240 245 302 195 220 235 245 302

40 40 40 40 40 40 45 45 45 45 45 45 45 45 60 60 60 60 60 60 60 75 75 75 75 75 78 78 78 78 78 78 90 90 90 90 90 90 90 100 100 100 100 100

ITB195/40 ITB200/40 ITB220/40 ITB235/40 ITB240/40 ITB302/40 ITB145/45 ITB195/45 ITB200/45 ITB220/45 ITB235/45 ITB240/45 ITB245/45 ITB302/45 ITB195/60 ITB200/60 ITB220/60 ITB235/60 ITB240/60 ITB245/60 ITB302/60 ITB195/75 ITB220/75 ITB235/75 ITB245/75 ITB302/75 ITB195/78 ITB200/78 ITB220/78 ITB235/78 ITB240/78 ITB302/78 ITB195/90 ITB200/90 ITB220/90 ITB235/90 ITB240/90 ITB245/90 ITB302/90 ITB195/100 ITB220/100 ITB235/100 ITB245/100 ITB302/100

I-Joist Hangers

INSTALLATION: • For the Standard Installation, position the ITB hanger onto the face of supporting I-joist, ensuring the bottom flanges are tight up against the underside of the bottom chord and fill all round and obround holes with the specified nails. • Sit the carried joist into the ITB Hanger and install the specified nails through the angled pan nail holes into the joist • For the Enhanced Installations it is necessary fit backer blocks into the web of the I-joist header, ensuring they are tight to the underside of the top chord. All round, obround and triangular holes are then to be filled with the specified nails. • For Enhanced Uplift fit web stiffeners onto the carried joist and fill all joist triangular nail holes with specified nails. • When required, backer blocks and web stiffeners are to be installed in accordance with manufacturer’s recommendations.

Model No.

Joist Width

FEATURES: • Eliminates the need for backer blocks with an I-joist to I-joist connection. • Bottom flange location tabs quickly set the hanger onto the I-joist header. • Open top flange improves ease-of-installation. • Only one size of nail required - 3.75 x 30mm. • Optional nail holes for additional download and uplift capacity.

OPEN TOP FLANGE TO EASE INSTALLATION

I-JOIST HANGERS

Enhanced ITB Installation

Standard Installation ITB(H)/(W)

12 - 3.75 x 30

2 - 3.75 x 30

4.60

5.30

0.79

1.00

9.50

0.79

1.00

0.79

1.00

Enhanced Installation* ITB(H)/(W)

18 - 3.75 x 30

2 - 3.75 x 30

8.40

I-joist Header - 33mm Deep LVL Flanges Standard Installation ITB(H)/(W)

12 - 3.75 x 30

2 - 3.75 x 30

4.00

4.60

Enhanced Installation* ITB(H)/(W)

18 - 3.75 x 30

2 - 3.75 x 30

8.40

9.50

0.79

1.00

4.00

0.79

1.00

8.60

0.79

1.00

2.38

2.98

I-joist Header - 45mm Deep C24 Flanges Standard Installation ITB(H)/(W)

12 - 3.75 x 30

2 - 3.75 x 30

3.50

Enhanced Installation* ITB(H)/(W)

18 - 3.75 x 30

2 - 3.75 x 30

7.50

I-joist Header - ALL Types Enhanced Uplift** ITB(H)/(W)

12 - 3.75 x 30

6 - 3.75 x 30

As Above

SUPPORTING I-JOIST

PAN NAIL HOLES BACKER BLOCKS REQUIRED FOR ENHANCED DOWNLOAD ONLY

CARRIED I-JOIST WEB STIFFENER REQUIRED FOR ENHANCED UPLIFT ONLY

1. 3.75 x 30 refers to a galvanised square twist nail. 2. Standard Installation SWL’s refer to I-joist headers without backer blocks. * Enhanced Installation refers to I-joist headers with backer blocks installed. Backer blocks are to be installed in accordance with the manufacturer’s recommendations. ** Enhanced Uplift refers to I-joist or solid joists with additional joist nails. For I-joist applications web stiffeners are required. Web stiffeners are to be installed in accordance with the manufacturer’s recommendations.

I-JOIST & STRUCTURAL COMPOSITE TIMBER TOP FLANGE HANGERS

See table on page 31. • ITT and MIT hangers are a one-piece, non-welded joist hanger for supporting I-joists and structural composite timber from timber members. • Value-engineered for maximum performance. The offset seat feature allows better joist bearing positioning. Joist top flanges are laterally restrained by the side of the hanger, eliminating the need for web stiffeners. I-joist manufacturers may require web stiffeners. • Bend Tab Nailing—Nail the ITT’s special bend-tab with 3.75x30 nails vertically into the bottom flange of the I-joist when web stiffeners are not used. The bend tab can also be nailed directly into the web stiffener. This constricts the I-joist, helping to reduce squeaks resulting from joist movement. • Reduced embossing on the ITT’s top flange, and the hanger height sized less than the joist height allow easier fitting for smooth floor alignment. The funnel flange assists easy and fast installation. • Patented Positive Angle Nailing—This feature is specifically designed for wood web I-joists when used with the MIT. • With Positive Angle Nailing (PAN), the slotted hole material is not removed, but issued to channel and confine the path of the nail to the optimum angle. PAN minimises splitting of the flanges while permitting time-saving nailing from a better angle.

ITT 35

6 50

MIT

MATERIAL: ITT—1.2mm pre-galvanised mild steel; MIT—1.5mm pre-galvanised mild steel.

INSTALLATION: • Use all specified fasteners. See General Notes. Verify that the header can take the required fasteners specified in the table. • Face flange triangle hole (optional) secures hanger against header; optional diamond hole in seat allows further attachment of hanger to I-joist. • ITT’s bend-tab may be nailed unbent into plywood web stiffeners.

OPTIONS: Because these hangers are fully die-formed, they cannot be modified. However these models will normally accommodate a skew of up to 5°.

ITT SHOT FIRED INSTALLATION ITT Hanger Widths 40mm to 90mm

Fasteners Steel Support Joist Nails 4 - shot fired pins 2 - 3.75 x 30

Safe Working Loads (kN)

5.27

• The ITT hanger can be shot fired to steel. Contact Simpson for details. • The shot fired pins must be installed by a qualified person in accordance wiith the manufacturer’s installation requirements. • Pins must be installed in the round holes provided in the top flange of the ITT.

Typical ITT Installation

Typical ITT/MIT Installation on Timber Nailer mounted onto Steel Beam 38mm Minimum

BEND TAB AND FASTEN WITH 3.75 x 30mm NAILS WHEN WEB STIFFENERS ARE NOT USED

Correct Nailing

Nail at Wrong Angle

Nail Too Long

I-Joist Hangers

ITT/MIT

ITT/MIT TOP FLANGE HANGERS - ITT

Joist Size Width

195 220 235 240 302 356 145 195 220 235 240 245 302 350 356 400 406 240 302 356 405 195 220 235

241 302 350 356

(2) 45 or 89

400 195 220 235 245 300 240 302 195 220 235 245 300 350 400 195 220 235 241 302 350 356 400

ITT194/40 ITT219/40 ITT29.25 ITT29.5 ITT211.88 ITT214 ITT144/47 ITT194/47 ITT219/47 ITT9.25 ITT9.5 ITT244/47 ITT11.88 ITT349/47 ITT14 ITT399/47 ITT16 ITT2.06/9.5 ITT2.06/11.88 ITT2.06/14 ITT2.06/16 ITT194/60 ITT219/60 ITT359.25 ITT359.5 ITT3511.88 ITT349/60 ITT3514 ITT399/60 ITT194/62 ITT219/62 ITT234/62 ITT244/62 ITT299/62 ITT39.5 ITT311.88 ITT194/75 ITT219/75 ITT234/75 ITT244/75 ITT299/75 ITT349/75 ITT399/75 ITT194/91 ITT219/91 ITT49.25 ITT49.5 ITT411.88 ITT349/91 ITT414 ITT399/91

TOP FLANGE HANGERS - MIT

Hanger Dimensions (mm) Width (W)

Height (H)

40 40 40 40 40 40 47 47 47 46 46 47 46 47 46 47 46 52 52 52 52 60 60 60 60 60 60 60 60 62 62 62 62 62 64 64 75 75 75 75 75 75 75 91 91 90 90 90 91 90 91

194 219 235 240 300 354 144 194 219 235 240 244 300 349 354 399 405 240 300 354 405 194 219 235 240 300 349 354 399 194 219 234 244 299 240 300 194 219 234 244 299 349 399 194 219 235 240 300 349 354 399

Joist Size Width

(2) 38

(2) 58

(2) 63

Height 241 302 356 406 302 356 406 235 241 302 235 241 302 356 406 235 241 302 356 241 302

Model No.

MIT9.5 MIT11.88 MIT1.81/14 MIT1.81/16 MIT3511.88 MIT3514 MIT3516 MIT29.25-2 MIT29.5-2 MIT211.88-2 MIT9.25-5 MIT49.5 MIT411.88 MIT414 MIT416 MIT359.25-2 MIT359.5-2 MIT3511.88-2 MIT3514-2 MIT39.5-2 MIT311.88

Hanger Dimensions (mm) Width (W)

Height (H)

46 46 46 46 60 60 60 79 79 79 90 90 90 90 90 116 116 120 120 127 130

241 302 355 406 302 355 406 235 241 302 235 241 302 355 406 235 241 302 355 241 301

I-Joist Hangers

Height

Model No.

I-JOIST & STRUCTURAL COMPOSITE TIMBER TOP FLANGE HANGERS

LBV/BI

I-JOIST & STRUCTURAL COMPOSITE TIMBER TOP FLANGE HANGERS

See tables on page 33. • LBV and BI hangers are a one-piece, non-welded joist hanger for supporting I-joists and structural composite timber from timber members. • This design configuration has the material section where it counts, resulting in maximum load values. • The LBV is designed especially for use with multiple ply headers of 38mm or 45mm thick.

LBV 64

INSTALLATION: • Use all specified fasteners. See General Notes. Verify that the header can take the required fasteners specified in the table. • Web stiffeners are required for use with the BI hanger style and sloped or skewed LBV hangers. • The LBV and BI hangers may be used for weld on applications. The minimum required weld for the top flanges is a 3.0 x 50mm fillet weld on each side of the top flange tabs. Weld-on applications produce maximum allowable loads listed. Uplift loads do not apply for this application. Special considerations should be taken when welding galvanised steel. OPTIONS: • Other widths and heights are available as a special order, contact factory for details. • LBV and BI series hangers can be skewed and sloped to a maximum of 45°. See table for load adjustment factors. • To order specials, put an X after the model number and add required directions and dimensions: D=seat sloped down, U=seat sloped up, R=skewed right, L=skewed left. Example: LBV359.5-2X D30 R45 is an LBV359.5-2 with a sloped down seat 30° and skewed right 45°. See HWU hanger page for skew directions and angle measurement.

Skewed and Sloped SWL Adjustment Factors Down Model No.

LBV BI

Uplift Skew > 15˚

Skew Only

0.5

0.9

0.5

0.6

Slope Only < = 30˚

Slope Only > 30˚

Table Table

0.8 0.8

Skew & Slope

0.7 0.7

Typical BI Hanger Installation (LBV similar)

LBV is acceptable for weld-on applications.

I-Joist Hangers

MATERIAL: LBV—2.0mm pre-galvanised mild steel; BI—2.5mm pre-galvanised mild steel.

LBV/BI TOP FLANGE HANGERS - LBV

Joist Size Width

140 184 195 220 235 241 302 356 195 200 220 235 241 245 302 350 400 450 200 202 223 254 302 403 140 184 195 220

(2) 38

(2) 45 or 89

235 240 245 300 350 356 400 450 145 195 200 220 235 245 302 350 400 450

LBV140/40 LBV184/40 LBV195/40 LBV220/40 LBV235/40 LBV29.5 LBV211.88 LBV214 LBV195/46 LBV200/45 LBV220/46 LBV235/46 LBV9.5 LBV245/46 LBV11.88 LBV350/46 LBV400/46 LBV450/46 LBV200/60 LBV202/75 LBV223/75 LBV254/75 LBV302/75 LBV403/75 LBV140/79 LBV184/79 LBV195/78 LBV220/78 LBV235/78 LBV240/78 LBV245/78 LBV300/78 LBV350/78 LBV214-2 LBV400/78 LBV450/78 LBV145/92 LBV195/92 LBV200/90 LBV220/92 LBV235/92 LBV245/92 LBV11.88-2 LBV350/92 LBV400/92 LBV450/92

TOP FLANGE HANGERS - LBV (Continued)

Hanger Dimensions (mm) Width (W)

Height (H)

40 40 40 40 40 40 40 40 46 45 46 46 46 46 46 46 46 46 60 75 75 75 75 75 79 79 78 78 78 78 78 78 78 79 78 78 92 92 90 92 92 92 90 92 92 92

140 184 195 220 235 241 302 356 195 200 220 235 241 245 302 350 400 450 200 202 223 254 302 403 140 184 195 220 235 240 245 300 350 356 400 450 145 195 200 220 235 245 302 350 400 450

Joist Size Width

(2) 50

116

Height 195 202 219 223 235 245 254 300 302 350 400 403 450 241 301 356 406 195 220 235 240 300 350 400

(2) 58

200 241 302 195

(2) 60

125

220 235 245 300 350 400 450 202 223 254 302 403

Model No.

LBV195/100 LBV202/100 LBV219/100 LBV223/100 LBV235/100 LBV245/100 LBV254/100 LBV300/100 LBV302/100 LBV350/100 LBV400/100 LBV403/100 LBV450/100 LBV4.12/9.5 LBV4.12/11.88 LBV4.12/14 LBV4.12/16 LBV195/118 LBV220/118 LBV235/118 LBV240/118 LBV300/118 LBV350/118 LBV400/118 LBV200/120 LBV359.5-2 LBV3511.88-2 LBV195/122 LBV220/122 LBV235/122 LBV245/122 LBV300/122 LBV350/122 LBV400/122 LBV450/122 LBV202/125 LBV223/125 LBV254/125 LBV302/125 LBV403/125

Hanger Dimensions (mm) Width (W)

Height (H)

100 100 100 100 100 100 100 100 100 100 100 100 100 105 105 105 105 118 118 118 118 118 118 118 120 120 121 122 122 122 122 122 122 122 122 125 125 125 125 125

195 202 219 223 235 245 254 300 302 350 400 403 450 241 301 356 406 195 220 235 240 300 350 400 200 241 302 195 220 235 245 300 350 400 450 202 223 254 302 403

I-Joist Hangers

Height

Model No.

I-JOIST & STRUCTURAL COMPOSITE TIMBER TOP FLANGE HANGERS

TOP FLANGE HANGERS - B & BI

Joist Size Width

150

180

Height 202 223 254 302 403 200 241 302

Model No.

B202/150 B223/150 B254/150 B302/150 B403/150 B200/180 BI49.5-2 BI411.88-2

Hanger Dimensions (mm) Width (W)

Height (H)

150 150 150 150 150 180 181 180

202 223 254 302 403 200 241 302

WPU/GLTV

FOR I-JOIST & STRUCTURAL COMPOSITE TIMBER

See tables on page 35. • These are a welded joist hanger for supporting I-joists and structural composite timber from timber members. • These hangers offer the greatest design flexibility and versatility. • GLTV hangers are designed for use with structural composite lumber (PSL, LSL or LVL) headers and may take heavy loads. The top flange nails are sized and specifically located to prevent degradation of the header due to splitting of laminations.

GLTV 225

MATERIAL: WPU—5mm top flange, 2.5mm stirrup - mild steel; GLTV—5mm top flange and stirrup - mild steel.

SAFE WORKING LOADS: For hanger heights exceeding the joist height, the SWL is 0.5 of the table load. If header is multiple plies of 45mm PSL, the GLTV SWL is the lesser of the table load or 26.68kN.

WPU

130

225

INSTALLATION: • Use all specified fasteners. See General Notes. Verify that the header can take the required fasteners specified in the table. • All multiple members must be secured together to work as a single unit before installation into the hanger. • Web stiffeners are required for I-joists with all of these hanger styles. • These hangers may be used for weld on applications. The minimum required welds for the top flanges are 5mm x 38mm for WPU and 6mm x 63mm for GLTV, fillet welds located at each end of the top flange. Weld-on applications produce maximum allowable loads listed. Uplift loads do not apply for this application. OPTIONS: • Other widths and heights are available as a special order, contact Simpson Strong-Tie for details. • Straddle available-specify S dimension. • These hangers can be skewed and sloped to a maximum of 45°. Check with the factory for WPU with a width of greater than 89mm for skewed availability. • For skews greater than 15°, multiply the table uplift load by 0.50. • For sloped and skewed GLTV configurations the SWL is the lesser of the table load or 24.46kN. • For sloped only, the SWL is the lesser of the load listed or 28.91kN for the GLTV. • For skewed only, the SWL is the lesser of the load listed or 29.13kN for the GLTV. • To order specials, put an X after the model number and add required directions and dimensions. Specify whether low side, high side or center of joist will be flush with the top of the header (see illustration): D=seat sloped down, U=seat sloped up, R=skewed right, L=skewed left. Example: WPU200/46X D30 R45 high side flush is a WPU200/46 with a sloped down seat 30° and skewed right 45° with the high side of the joist flush with the top of the header.

WPU Straddle Hanger

Typical GLTV Installation

Flatten edge of header to match top flange

Typical GLTV Sloped Down, Skewed Right with Low Side Flush SIM StroPSO ng N -Tie®

Typical WPU Skewed Left Top View

I-Joist Hangers

FINISH: WPU—Hot-dip galvanised; GLTV—Hot-dip galvanised.

I-JOIST & STRUCTURAL WPU/GLTV FOR COMPOSITE TIMBER

TOP FLANGE HANGERS - WPU

Joist Size Width

116

(2) 58

184 200 235 241 302 356 406 90 115 184 195 200 220 235 240 245 300 350 400 90 115 200 300 350 406 184 195 220 235

(3) 45 or 133

140

(2) 72

(2) 75

245 300 350 400 450 90 115 200 300 350 195 220 235 245 300 350 400 195 220 235 245 300 350 400 450

WPU184/46 WPU200/46 WPU235/46 WPU241/46 WPU302/46 WPU355/46 WPU406/46 WPU90/92 WPU115/92 WPU184/92 WPU195/92 WPU200/92 WPU220/92 WPU235/92 WPU240/92 WPU245/92 WPU300/92 WPU350/92 WPU400/92 WPU90/116 WPU115/116 WPU200/116 WPU300/116 WPU350/116 WPU406/120 WPU184/135 WPU195/135 WPU220/135 WPU235/135 WPU245/135 WPU300/135 WPU350/135 WPU400/135 WPU450/135 WPU90/142 WPU115/142 WPU200/142 WPU300/142 WPU350/142 WPU195/146 WPU220/146 WPU235/146 WPU245/146 WPU300/146 WPU350/146 WPU400/146 WPU195/152 WPU220/152 WPU235/152 WPU245/152 WPU300/152 WPU350/152 WPU400/152 WPU450/152

Web Stiffeners Required

Hanger Dimensions (mm) Width (W)

Height (H)

46 46 46 46 46 46 46 92 92 92 92 92 92 92 92 92 92 92 92 116 116 116 116 116 120 135 135 135 135 135 135 135 135 135 142 142 142 142 142 146 146 146 146 146 146 146 152 152 152 152 152 152 152 152

184 200 235 241 302 355 406 90 115 184 195 200 220 235 240 245 300 350 400 90 115 200 300 350 406 184 195 220 235 245 300 350 400 450 90 115 200 300 350 195 220 235 245 300 350 400 195 220 235 245 300 350 400 450

Joist Size Width

(2) 89 or 178

Height 195 220 235 240 300 350 356 400 406 195 220

(3) 75

235 245 300 350 400 450

Model No.

Web Stiffeners Required

WPU195/180 WPU220/180 WPU235/180 WPU240/180 WPU300/180 WPU350/180 WPU356/180 WPU400/180 WPU406/180 WPU195/225 WPU220/225 WPU235/225 WPU245/225 WPU300/225 WPU350/225 WPU400/225 WPU450/225

Hanger Dimensions (mm) Width (W)

Height (H)

180 180 180 180 180 180 180 180 180 225 225 225 225 225 225 225 225

195 220 235 240 300 350 356 400 406 195 220 235 245 300 350 400 450

I-Joist Hangers

(2) 45 or 89

Height

Model No.

TOP FLANGE HANGERS - WPU (Continued)

TOP FLANGE HANGERS - GLTV Joist Size Width

(2) 45 & 90

(3) 45 & 133

(4) 45 & 178

Height 235 241 302 355 406 200 235 241 302 355 406 457 200 235 241 302 355 406 457 184 235 241 301 356 406 457 195 220

(2) 97

235 245 300 350 400 450

Model No.

GLTV235/70 GLTV241/70 GLTV302/70 GLTV355/70 GLTV406/70 GLTV200/90 GLTV235/90 GLTV241/90 GLTV302/90 GLTV355/90 GLTV406/90 GLTV457/90 GLTV200/135 GLTV235/135 GLTV241/135 GLTV302/135 GLTV355/135 GLTV406/135 GLTV457/135 GLTV184/180 GLTV235/180 GLTV241/180 GLTV302/180 GLTV356/180 GLTV406/180 GLTV457/180 GLTV195/196 GLTV220/196 GLTV235/196 GLTV245/196 GLTV300/196 GLTV350/196 GLTV400/196 GLTV450/196

Web Stiffeners Required

Hanger Dimensions (mm) Width (W)

Height (H)

70 70 70 70 70 90 90 90 90 90 90 90 135 135 135 135 135 135 135 180 180 180 180 180 180 180 196 196 196 196 196 196 196 196

235 241 302 355 406 200 235 241 302 355 406 457 200 235 241 302 355 406 457 184 235 241 302 356 406 457 195 220 235 245 300 350 400 450

ITB/IUB

METAL WEB FLOOR TRUSS HANGERS

ITB

FEATURES: • Can be used on Metal Web Floor Trusses or Solid Joist headers. • Eliminates the need for Plywood Gussets when supported from a Metal Web Floor Truss. • Bottom flanges provide enhanced download capacity and quickly sets the hanger onto the header. • Obround holes in face to provide easier nailing access in tight locations. • Positive Angle Nailing (PAN) of joist to speed installation and reduce the likelihood of splitting. • Only one size of nail required - 3.75 x 30mm. • IUB–Has hexagonal holes for SDS Screw Installation. • IUB–Has optional triangular nail holes for additional download, when used in conjunction with a plywood gusset, and additional uplift capacities.

OPEN TOP FLANGE TO EASE INSTALLATION

TRIANGULAR OPTIONAL NAIL HOLES FOR ADDITIONAL UPLIFT

MATERIAL: ITB & IUB—1.2mm pre-galvanised mild steel to BS EN 10327:2004 DX51D + Z275.

BOTTOM FLANGES

INSTALLATION: • Position the hanger onto the face of supporting Floor Truss, ensuring the bottom flanges are tight up against the underside of the bottom chord. • Install 3.75 x 30mm nails into the holes within the hanger bottom flanges. Fill all face round and obround holes with 3.75 x 30mm square twist nails. • ITB–Flatten the hangers open top flanges to the top chord of the supporting Floor Truss and fill round holes with 3.75 x 30mm nails. • Sit the carried joist into the hanger and install 3.75 x 30mm nails through the angled pan nail holes into the joist. For Enhanced Uplift fill all joist triangular nail holes with 3.75 x 30mm nails. • For SDS Screw Installation the IUB may be installed with 4 No 6.2 x 63mm long SDS screws through the hexagonal holes in the face. • For Enhanced Nailed Installation with the IUB fit 18mm plywood gusset to front face of Metal Web Floor Truss in accordance with manufacturers recommendations, ensuring sufficient nails to transfer the hanger loads and follow standard installation instructions above.

W PAN NAIL HOLES

IUB

SDS SCREW HOLE

TRIANGULAR OPTIONAL NAIL HOLES FOR ADDITIONAL UPLIFT

Standard ITB Installation BOTTOM FLANGES

I-Joist Hangers

These innovative new hangers support timber floor joists, or floor trusses, from Metal Web Floor Trusses. The product incorporates the unique features of bottom flanges, which provide enhanced capacity. The ITB has open top flanges for improved ease-of-installation.

SUPPORTING FLOOR TRUSS

TRIANGULAR HOLES TO BE FILLED FOR ENHANCED UPLIFT

PAN NAIL HOLES

Standard IUB Installation CARRIED JOIST

SUPPORTING FLOOR TRUSS

TRIANGULAR HOLES TO BE FILLED FOR ENHANCED UPLIFT

PAN NAIL HOLES CARRIED JOIST

ITB/IUB ITB & IUB HANGERS FOR METAL WEB FLOOR TRUSSES

Joist Width 195 x 72 200 x 72 220 x 72

302 x 72 195 x 97 200 x 97 220 x 97 254 x 97 302 x 97

SDS Screw IUB Installation

Dimensions (mm)

Model No.

Height (H)

Width (W)

195 190 200 195 220 215 254 249 302 297 195 190 200 195 220 215 254 249 302 297

75 75 75 75 75 75 75 75 75 75 100 100 100 100 100 100 100 100 100 100

ITB195/75 IUB190/75 ITB200/75 IUB195/75 ITB220/75 IUB215/75 ITB254/75 IUB249/75 ITB302/75 IUB297/75 ITB195/100 IUB190/100 ITB200/100 IUB195/100 ITB220/100 IUB215/100 ITB254/100 IUB249/100 ITB302/100 IUB297/100

SUPPORTING FLOOR TRUSS

TRIANGULAR HOLES TO BE FILLED FOR ENHANCED UPLIFT

PAN NAIL HOLES

I-Joist Hangers

254 x 72

METAL WEB FLOOR TRUSS HANGERS

CARRIED JOIST

Enhanced IUB Nailed Installation PLYWOOD GUSSET

SUPPORTING FLOOR TRUSS

TRIANGULAR HOLES TO BE FILLED FOR ENHANCED UPLIFT

PAN NAIL HOLES CARRIED JOIST

ITB & IUB HANGERS FOR METAL WEB FLOOR TRUSSES - SAFE WORKING LOADS Model No.

Safe Working Loads (kN) Download Uplift Long Medium Long Short Term Term Term Term

Fasteners Header

Joist

Standard Nailed Installation3 ITB(H)/(W)

12 - 3.75 x 30

2 - 3.75 x 30

6.80

7.80

0.79

1.00

IUB(H)/(W) 10 - 3.75 x 30

2 - 3.75 x 30

5.60

6.40

0.79

1.00

9.10

10.40

0.79

1.00

7.40

8.50

0.79

1.00

6.80

7.80

2.38

2.98

Per installation used above

2.38

2.98

Enhanced Nailed Installation IUB(H)/(W) 16 - 3.75 x 30

2 - 3.75 x 30

SDS Screwed Installation IUB(H)/(W)

4 - 6.2 x 63

2 - 3.75 x 30

Enhanced Uplift ITB(H)/(W)

12 - 3.75 x 30

6 - 3.75 x 30

IUB(H)/(W) Per installation used above

6 - 3.75 x 30

1. 3.75 x 30 refers to a galvanised square twist nail. 2. 6.2 x 63 refers to a SDS Screw available from Simpson Strong-Tie, order code SDS¹⁄⁴x2¹⁄₂. 3. Standard Nailed Installation: IUB installed directly onto Metal Web Floor Truss headers without Plywood Gussets. 4. Enhanced Nailed Installation: IUB installed onto metal web floor truss headers with a plywood gusset and increased nailing. 5. Enhanced Uplift refers to installations with 4 No additional joist nails.

IUS

FACE MOUNT I-JOIST HANGERS

The IUS is an innovative hanger with “Snap-in” technology, which combines the advantages of a face mount hanger with the ease-of-installation of the top flange hanger.

IUS

FEATURES: • Installation is SNAP-IN, no more joist nails! • The “Snap-In” teardrops near the seat allow the hanger to “snap” in and keep the bottom flange secure. The hanger has a rated uplift of 0.33 kN without joist nails. • The locator tabs quickly set the hanger to the correct depth. For other depths, simply bend the tabs back. • Funnel flanges guide the joist to ease installation. • The starburst in the seat holds the joist in the centre of the hanger. • The embossed seat adds strength and stiffness. Less movement means fewer squeaks. • Speed prongs hold the hanger in place until nailed off.

Typical IUS Installation

MATERIAL: 1.2mm pre-galvanised mild steel. INSTALLATION: Fill all round holes with 3.75 x 75mm galvanized round wire nails. OPTIONS: Download: Where applicable, use the extra triangle holes on the face to get additional download capacity. (Not all models have additional download capacity). Uplift: Use the two extra triangle holes on the joist flange to get extra uplift capacity. See tables below for alternative joist installation and maximum uplift option.

IUS HANGERS Joist Size Model No. Width

Height

Dimensions

Web Stiff Required

Fasteners

Safe Working Loads (kN) Uplift

Face

C16 Header

Short Term Long Term Med Term

Long Term

Med Term

241

IUS1.56/9.5

—

241

8 – 3.75 x 75

—

0.33

3.42

4.27

3.96

4.94

302

IUS1.56/11.88

—

301

10 – 3.75 x 75

—

0.33

4.28

5.34

4.95

6.18

241

IUS1.81/9.5

—

241

8 – 3.75 x 75

—

0.33

3.42

4.27

3.96

4.94

302

IUS1.81/11.88

—

301

10 – 3.75 x 75

—

0.33

4.28

5.34

4.95

6.18

Maximum Uplift Option (Requires Web Stiffeners) Optional triangle holes are available for maximum loads when required • Choose a web filler thickness that will fill the gap. • Attach web fillers with two 3.75 x 30 square twist nails, each side. • Install additional 3.75 x 30 nails into Joist triangle holes.

Snap-in Teardrop No nails required! Strong-Grips holds bottom chord in position

IUS - MAXIMUM UPLIST OPTION

Model No. IUS

Uplift TR26 Web Stiffeners C16 Web Stiffeners Total Joist Fasteners Medium Short Medium Short Term Term Term Term 2 - 3.75 x 30 1.08 1.26 0.93 1.08

Starburst detail allows secure seating of joist.

1. 3.75 x 30 refers to square twist nails. 2. Consult the I-Joist manufacturer for uplift limits on joist end applications.

Alternate Uplift Installation with NO JOIST NAILS or WEB STIFFENERS • Install Simpson’s SD8 x 1.25 screw through the diamond hole in the bottom of the seat. • This installation works for I-joist with 33mm or greater depth of bottom flange. IUS - ALTERNATE JOIST INSTALLATION

Model No.

Total Joist Fasteners

IUS

SD8 x 1.25

1. SD8 x 1.25 refers to 4.10 x 32mm screw.

PSL/LSL/LVL Header

Joist

Uplift TR26 C16 Medium Medium Term Term 0.66

0.57

IUS Web Filler Installation For Optional Uplift Capacity SD8x1.25

I-Joist Hangers

The new design allows the sub-floor to attach flush to the header, which reduces gaps, bumps and squeaks.

IUT/MIU/HIU See tables on pages 39 – 41. • IUT, MIU and HIU hangers are a one piece, non-welded, face mounted hanger for supporting I-joists from timber members. • The MIU and HIU hangers feature Positive Angle Nailing (PAN), which minimises splitting of the flanges while permitting time-saving nailing from a better angle. With PAN nailing, the slotted hole material is not removed, but is used to channel and confine the path of the nail to the optimum angle. • Joist top flanges are laterally restrained by the side of the hanger, eliminating the need for web stiffeners. I-joist manufacturers may require web stiffeners. • Nail the IUT’s special bend-tab with 3.75 x 30mm nails vertically into the bottom flange of the I-joist when web stiffeners are not used. The bend tab can also be nailed directly into the web stiffener. This constrains the I-joist, helping to reduce squeaks resulting from joist movement.

FACE MOUNT I-JOIST HANGERS

IUT U.S. Patent 5,555,694

ENHANCED UPLIFT LOADS: The IUT, MIU and HIU have optional tiangular nail holes for additional uplift. Properly attached web stiffeners may be required for Enhanced uplift. Please contact Simpson Strong-Tie for details. INSTALLATION: Use all specified fasteners. See General Notes. Verify that the header can take the required fasteners specified in the table. • IUT—optional seat diamond hole allows pre-attachment of hanger to joist before installation. • Web stiffeners are not required with I-joists when the joist top flange is laterally supported by the sides of the hanger, I-joist manufacturers may require web stiffeners. • IUT’s bend-tab may be nailed unbent into plywood web stiffeners.

I-Joist Hangers

MATERIAL: IUT—1.2mm; MIU—1.5mm; HIU—2.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

6 B

Bend tab into the bottom flange and fasten with 3.75X30 nails when web stiffeners are not used to help reduce floor squeaks.

OPTIONS: Because these hangers are fully die-formed, they cannot be modified. However these models will normally accommodate a skew of up to 5°.

Typical MIU/HIU Installation with correct PAN installation

Typical IUT Installation

MIU/HIU

SIM Str PS ong ON Tie ®

IUT HANGERS (Continued on next page) Joist Size

Width

Height

Fasteners

Dimensions Model No.

Uplift

Web Stiff Required

195 - 200

IUT192/40

—

192

220 - 245

IUT217/40

—

217

235 - 241

IUT29

—

235

300

IUT280/40

—

280

302

IUT211

—

285

356

IUT214

—

349

146

IUT142/47

—

142

195 - 200

IUT192/47

—

192

220 - 245

IUT217/47

—

217

235 - 241

IUT9

—

233

Safe Working Loads C16 Header PSL/LSL/LVL Header

Face

Joist

Short Term

Long Term

Medium Term

Long Term

Medium Term

10 - 3.75 x 30 10 - 3.75 x 75 12 - 3.75 x 30 12 - 3.75 x 75 8 - 3.75 x 30 8 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09

3.48 4.28 4.17 5.13 2.78 3.42 4.87 5.99 3.48 4.28 4.87 5.99

4.34 5.34 5.21 6.41 3.47 4.27 6.07 7.47 4.34 5.34 6.07 7.47

4.06 4.95 4.88 5.94 3.25 3.96 5.69 6.93 4.06 4.95 5.69 6.93

5.06 6.18 6.08 7.41 4.05

6 - 3.75 x 30 6 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 12 - 3.75 x 30 12 - 3.75 x 75 8 - 3.75 x 30 8 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09

2.09 2.57 3.48 4.28 4.17 5.13 2.78 3.42

2.60 3.20 4.34 5.34 5.21 6.41 3.47 4.27

2.44 2.97 4.06 4.95 4.88 5.94 3.25 3.96

3.04 3.71 5.06 6.18 6.08

4.94 7.09 8.65 5.06 6.18 7.09 8.65

7.41 4.05 4.94 39

IUT/MIU/HIU

FACE MOUNT I-JOIST HANGERS

IUT HANGERS (Continued)

Width

I-Joist Hangers

Height

Model No.

Uplift W

300

IUT280/47

—

280

302

IUT11

—

284

350

IUT33/47

—

330

356

IUT14

—

349

400

IUT380/47

—

380

241

IUT2.06/9

—

233

302

IUT2.06/11

—

284

356

IUT2.06/14

—

351

195 - 200

IUT192/60

—

192

220 - 245

IUT217/60

—

217

235 - 241

IUT3510

—

235

300

IUT280/60

—

280

302

IUT3512

—

285

350

IUT330/60

—

330

356

IUT3514

—

349

400

IUT380/60

—

380

195 - 200

IUT192/62

—

192

220 - 245

IUT217/62

—

217

300

IUT280/62

—

280

195 - 200

IUT192/75

—

192

220 - 245

IUT217/75

—

217

300

IUT280/75

—

280

350

IUT330/75

—

330

400

IUT380/75

—

380

235 - 241

IUT410

—

235

302

IUT412

—

285

356

IUT414

—

349

195 - 200

IUT192/91

—

192

220 - 245

IUT217/91

—

217

300

IUT280/91

—

280

350

IUT330/91

—

330

400

IUT380/91

—

380

Fasteners

Dimensions Web Stiff Required

Safe Working Loads C16 Header PSL/LSL/LVL Header

Face

Joist

Short Term

Long Term

Medium Term

Long Term

14 - 3.75 x 30 14 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09

4.87 5.99 3.48 4.28

6.07 7.47 4.34 5.34

5.69 6.93 4.06 4.95

16 - 3.75 x 30 16 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75 18 - 3.75 x 30 18 - 3.75 x 75 8 - 3.75 x 30 8 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09

5.56 6.84 4.87 5.99 6.26 7.70 2.78 3.42 3.48 4.28 4.87 5.99

6.94 8.54 6.07 7.47 7.81 9.61 3.47 4.27 4.34 5.34 6.07 7.47

6.50 7.92 5.69 6.93 7.31 8.91 3.25 3.96 4.06 4.95 5.69 6.93

10 - 3.75 x 30 10 - 3.75 x 75 12 - 3.75 x 30 12 - 3.75 x 75 8 - 3.75 x 30 8 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 16 - 3.75 x 30 16 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09

3.48 4.28 4.17 5.13 2.78 3.42 4.87 5.99 3.48 4.28 5.56 6.84

4.34 5.34 5.21 6.41 3.47 4.27 6.07 7.47 4.34 5.34 6.94 8.54

4.06 4.95 4.88 5.94 3.25 3.96 5.69 6.93 4.06 4.95 6.50 7.92

5.06 6.18 6.08 7.41 4.05

14 - 3.75 x 30 14 - 3.75 x 75 18 - 3.75 x 30 18 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 12 - 3.75 x 30 12 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09

4.87 5.99 6.26 7.70

5.69 6.93 7.31 8.91

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09

3.48 4.28 4.17 5.13 4.87 5.99

6.07 7.47 7.81 9.61 4.34 5.34 5.21 6.41 6.07 7.47

7.09 8.65 9.11 11.12 5.06

10 - 3.75 x 30 10 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09

3.48 4.28

4.34 5.34

4.06 4.95

5.06 6.18

12 - 3.75 x 30 12 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75 16 - 3.75 x 30 16 - 3.75 x 75 18 - 3.75 x 30 18 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09

4.17 5.13 4.87 5.99 5.56 6.84 6.26 7.70

5.21 6.41 6.07 7.47 6.94 8.54 7.81 9.61

4.88 5.94 5.69 6.93 6.50 7.92 7.31 8.91

6.08 7.41 7.09 8.65 8.10

8 - 3.75 x 30 8 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75 10 - 3.75 x 30 10 - 3.75 x 75 12 - 3.75 x 30 12 - 3.75 x 75 14 - 3.75 x 30 14 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09

2.78 3.42 3.48 4.28 4.87 5.99 3.48 4.28 4.17 5.13 4.87 5.99

3.47 4.27 4.34 5.34 6.07 7.47 4.34 5.34 5.21 6.41 6.07 7.47

3.25 3.96 4.06 4.95 5.69 6.93 4.06 4.95 4.88 5.94 5.69 6.93

4.05 4.94 5.06 6.18 7.09

16 - 3.75 x 30 16 - 3.75 x 75 18 - 3.75 x 30 18 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.09 1.09 1.09 1.09

5.56 6.84 6.26 7.70

6.94 8.54 7.81 9.61

6.50 7.92 7.31 8.91

8.10 9.88 9.11 11.12

4.06 4.95 4.88 5.94 5.69 6.93

Medium Term 7.09 8.65 5.06 6.18 8.10 9.88 7.09 8.65 9.11 11.12 4.05 4.94 5.06 6.18 7.09 8.65

4.94 7.09 8.65 5.06 6.18 8.10 9.88

6.18 6.08 7.41 7.09 8.65

9.88 9.11 11.12

8.65 5.06 6.18 6.08 7.41 7.09 8.65

Joist Size

IUT/MIU/HIU

FACE MOUNT I-JOIST HANGERS

MIU HANGERS Joist Size

Fasteners

Dimensions Model No.

Uplift

Safe Working Loads C16 Header PSL/LSL/LVL Header

Web Stiff Required

Face

Joist

Short Term

Long Term

Medium Term

Long Term

Medium Term

Height

195 - 200 220 - 245

MIU192/78 MIU217/78

— —

78 78

192 217

64 64

16 - 3.75 x 75 22 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30

1.07 1.07

6.84 9.41

8.54 11.74

7.92 10.89

9.88 13.59

300 145 195 - 200 220 - 245 300 350 400 195 - 200

MIU280/78 MIU142/92 MIU192/92 MIU217/92 MIU280/92 MIU330/92 MIU380/92 MIU192/100

— — — — — — — —

78 92 92 92 92 92 92 100

280 142 192 217 280 330 380 192

64 64 64 64 64 64 64 64

22 - 3.75 x 75 8 - 3.75 x 75 16 - 3.75 x 75 22 - 3.75 x 75 22 - 3.75 x 75 24 - 3.75 x 75 28 - 3.75 x 75 16 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07

9.41 3.42 6.84 9.41 9.41 10.26 11.97 6.84

11.74 4.27 8.54 11.74 11.74 12.81 14.95 8.54

10.89 3.96 7.92 10.89 10.89 11.88 13.86 7.92

13.59 4.94 9.88 13.59 13.59

220 - 245 300 350 400 450 195 - 200 220 - 245 300 350 400 195 - 200 220 - 245

MIU217/100 MIU280/100 MIU330/100 MIU380/100 MIU430/100 MIU192/118 MIU217/118 MIU280/118 MIU330/118 MIU380/118 MIU192/122 MIU217/122

— — — — — — — — — — — —

100 100 100 100 100 118 118 118 118 118 122 122

217 280 330 380 430 192 217 280 330 380 192 217

64 64 64 64 64 64 64 64 64 64 64 64

22 - 3.75 x 75 22 - 3.75 x 75 24 - 3.75 x 75 28 - 3.75 x 75 28 - 3.75 x 75 16 - 3.75 x 75 22 - 3.75 x 75 22 - 3.75 x 75 24 - 3.75 x 75 28 - 3.75 x 75 16 - 3.75 x 75 22 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07

9.41 9.41 10.26 11.97 11.97 6.84 9.41 9.41 10.26 11.97 6.84 9.41

11.74 11.74 12.81 14.95 14.95 8.54 11.74 11.74 12.81 14.95 8.54 11.74

10.89 10.89 11.88 13.86 13.86 7.92 10.89 10.89 11.88 13.86 7.92 10.89

13.59 13.59 14.82 17.29 17.29

300

MIU280/122

—

122

280

22 - 3.75 x 75

2 - 3.75 x 30

1.07

9.41

11.74

10.89

13.59

Model No.

Web Stiff Required

116

120

I-Joist Hangers

Width

14.82 17.29 9.88

9.88 13.59 13.59 14.82 17.29 9.88 13.59

HIU HANGERS Joist Size Width

144

194

Height

Fasteners

Dimensions

Uplift W

Safe Working Loads C16 Header PSL/LSL/LVL Header

Face

Joist

Short Term

Long Term

Medium Term

Long Term

Medium Term

195 - 200 220 - 245

HIU192/146 HIU217/146

— —

146 192 146 217

64 64

16 - 3.75 x 75 22 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30

1.07 1.07

6.84 9.41

8.54 11.74

7.92 10.89

9.88 13.59

300 350 400 195 - 200 220 - 245 300 350 400

HIU280/146 HIU330/146 HIU380/146 HIU192/196 HIU217/196 HIU280/196 HIU330/196 HIU380/196

— — — — — — — —

146 146 146 196 196 196 196 196

280 330 380 192 217 280 330 380

64 64 64 64 64 64 64 64

22 - 3.75 x 75 24 - 3.75 x 75 28 - 3.75 x 75 16 - 3.75 x 75 22 - 3.75 x 75 22 - 3.75 x 75 24 - 3.75 x 75 28 - 3.75 x 75

2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30 2 - 3.75 x 30

1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07

9.41 10.26 11.97 6.84 9.41 9.41 10.26 11.97

11.74 12.81 14.95 8.54 11.74 11.74 12.81 14.95

10.89 11.88 13.86 7.92 10.89 10.89 11.88 13.86

13.59 14.82 17.29 9.88 13.59

450

HIU430/196

—

196

430

28 - 3.75 x 75

2 - 3.75 x 30

1.07

11.97

14.95

13.86

17.29

13.59 14.82 17.29

MINI HANGER

• The MH is a one piece galvanised hanger available in a range of widths for light duty applications such as trimmers and ceiling joists of I-Joist. • Suitable for use with I-Joist headers. • Tab on seat ensures easy and accurate placement. • Tab has easy bend feature when not required. • Design ensures nails are always in the optimum position on I-Joist flanges irrespective of the hanger width. • Fully tested on a range of I-Joist headers.

Typical MH Installation W

INSTALLATION: • For I-Joist headers fill all round holes only with specified nails. • The hanger depth should be at least 60% of the carried member depth to prevent rotation, if less than 60% additional lateral restraint is required to the top of the carried member. • Provide lateral restraint to the joist by either skew nailing through the joist top flange into the header or by using another MH hanger upside down.

Model No.

Dimensions

Safe Working Loads kN

Fasteners

LVL Flanges

C24 Flanges

Support

MH40

4 – 3.75 x 30

Carried Member 2 – 3.75 x 30

MH46 MH50

46 50

52 50

56 56

4 – 3.75 x 30 4 – 3.75 x 30

2 – 3.75 x 30 2 – 3.75 x 30

All Flange Types

Long Term 2.00

Medium Term 2.30

Long Term 1.50

Medium Term 1.70

Uplift Short Term 1.00

2.00 2.00

2.30 2.30

1.50 1.50

1.70 1.70

1.00 1.00

1. 3.75 x 30 refers to square twist nails.

HU & U

FACE MOUNT HANGERS

See table on page 43. • Heavy-duty hangers designed for applications requiring additional strength. • Composite HU hangers have round and triangle holes in the face and joist. • The hanger depth is to be at least 60% of the carried member depth to prevent rotation, unless additional lateral restraint is added to the top of the carried member.

Typical HU Installation with Composite Wood Joist

MATERIAL: U—1.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. HU—2.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: • Use all specified fasteners. Verify that the header can take the required fasteners specified in the table. • Composite HU hangers can be installed according to two different nailing schedules. To achieve maximum published loads all round and triangular holes must be filled with the specified fasteners. OPTIONS: • Slope and skew options available for all HU hangers. • Skews right or left up to 67.5° and slopes up or down up to 45°. • Hangers with skews greater than 15° may have all joist nailing on the outside angle. • For HU hangers with combined skews and slopes the maximum SWL is 80% of the medium term loads stated within the table. • Concealed flanges available on some models. Specify HUC. Minimum Width = 70mm for composite HU hangers.

Top View HU Hanger Skewed Right SPECIFY SKEW ANGLE

ACUTE SIDE W

Typical HU Sloped Down, Skewed Right Installation Typical HUC Installation on a post

I-Joist Hangers

MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D.

I-Joist Hangers

HU & U FACE MOUNT HANGERS

HU & U HANGERS

HGUS

ENGINEERED WOOD HANGER

• The HGUS is a one piece, non-welded, joist hanger for supporting solid composite beams from timber members. • Double shear nailing allows distribution of the carried member's load through two points on each nail for greater strength (see illustration). It also allows faster installation with with fewer nails, using common nails for all connections. MATERIAL: 2.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

INSTALLATION: Use all specified fasteners. See General Notes. • Verify that the header can take the required fasteners specified in the table. • 75mm or 90mm nails must be driven at 45° into joist dome or pan nails holes, through carrying member and into the carried member to achieve the table loads.

HGUS 67

100

OPTIONS:

I-Joist Hangers

• Other widths are available as special order. Contact Simpson Strong-Tie for details

Fasteners

Safe Working Loads

Dimensions Joist Size

Model No. W

Support

Carried Member

Short Term Uplift

Long Term

Medium Term

89 x 241

HGUS48

164

36 – 4.0 x 90

10 – 4.0 x 90

7.51

27.78

34.74

89 x 241 to 457

HGUS410

214

46 – 4.0 x 90

16 – 4.0 x 90

9.68

35.09

89 x 302 to 457

HGUS412

265

56 – 4.0 x 90

20 – 4.0 x 90

11.3

40.94

89 x 356 to 457

HGUS414

316

66 – 4.0 x 90

22 – 4.0 x 90

12.91

43.35

133 x 200 to 302

HGUS180/135

135

180

36 – 4.0 x 90

10 – 4.0 x 90

7.51

27.78

34.74 35.09

100

133 x 241 to 457

HGUS5.50/10

140

214

46 – 4.0 x 90

16 – 4.0 x 90

9.68

35.09

133 x 302 to 457

HGUS5.50/12

140

265

56 – 4.0 x 90

20 – 4.0 x 90

11.3

40.94

133 x 356 to 457

HGUS5.50/14

140

316

66 – 4.0 x 90

22 – 4.0 x 90

12.91

43.35

180 x 241 to 457

HGUS7.25/10

184

219

46 – 4.0 x 90

16 – 4.0 x 90

9.68

35.09

180 x 302 to 457

HGUS7.25/12

184

270

56 – 4.0 x 90

20 – 4.0 x 90

11.3

40.94

180 x 356 to 457

HGUS7.25/14

184

320

66 – 4.0 x 90

22 – 4.0 x 90

12.91

43.35

SUR/SUL/HSUR/HSUL

SKEWED 45° HANGERS

• The SUR, SUL, HSUR and HSUL are a one piece, non-welded, joist hanger for supporting skewed timber joists from timber members. • The SUR, SUL, HSUR and HSUL provide tested and standardised 45° skewed hangers.

SUL HSUR U.S. Patent 4,230,416

MATERIAL: SUR and SUL—1.5mm; HSUR and HSUL—2.0mm pre-galvanised mild steel.

Typical SUL Installation

Typical SUR Installation

Dimensions

Fasteners

Joist Size

Skewed Right Model No.

Skewed Left Model No.

Support

38 x 225 to 302

SUR210

SUL210

206

Safe Working Loads Joist

Short Term Uplift

Long Term

Medium Term

10 – 4.0 x 90

10 – 3.75 x 32

5.34

5.12

6.41 7.67

38 x 302 to 356

SUR214

SUL214

254

12 – 4.0 x 90

12 – 3.75 x 32

6.41

6.14

45 x 241 to 356

SUR1.81/9

SUL1.81/9

233

8 – 4.0 x 90

8 – 3.75 x 32

4.27

4.09

4.47

45 x 302 to 406

SUR1.81/11

SUL1.81/11

254

10 – 4.0 x 90

10 – 3.75 x 32

5.34

5.12

6.41

58 x 241 to 356

SURI3510/12

SULI3510/12

228

14 – 4.0 x 90

6 – 3.75 x 32

3.20

7.16

7.94

58 x 356 to 406

SURI3514/20

SULI3514/20

330

18 – 4.0 x 90

8 – 3.75 x 32

4.27

7.98

(2) 38 x 125 to 200

HSUR26-2

HSUL26-2

125

12 – 4.0 x 90

4 – 3.75 x 75

2.00

6.18

7.74

(2) 38 x 225 to 302

SUR210-2

SUL210-2

220

14 – 4.0 x 90

6 – 3.75 x 75

3.20

7.16

8.94

89 x 225 to 356

SUR410

SUL410

216

14 – 4.0 x 90

6 – 3.75 x 75

3.20

7.16

8.94

89 x 225 to 356

HSUR410

HSUL410

216

20 – 4.0 x 90

6 – 3.75 x 75

3.20

10.32

12.90

89 x 225 to 356

SUR414

SUL414

317

18 – 4.0 x 90

8 – 3.75 x 75

4.27

7.98

89 X 356 to 457

HSUR414

HSUL414

317

26 – 4.0 x 90

8 – 3.75 x 75

4.27

13.41

16.77

THAI • THAI are a one piece, non-welded, joist hanger for supporting composite timbers from timber members. • The model number and size is stamped onto the seat of most sizes for easy identification of the hanger, even after installation. Features • Designed for I-joists, has extra long straps and can be field-formed to give height adjustability and top flange hanger convenience. Positive angle nailing helps eliminate splitting of the I-joist’s bottom flange. • Extra nail holes are provided for access in some conditions. Not all strap nail holes need to be filled. See table for nailing requirements. • THAI-2 must be factory ordered for hanger width needed. See table for allowable widths.

ADJUSTABLE STRAP HANGERS

THAI

SIMPSON® Strong Tie

I-Joist Hangers

MATERIAL: THAI—1.2mm; THAI-2—2.0mm pre-galvanised mild steel. INSTALLATION: Use all specified fasteners. See General Notes. Two different installation methods are available depending on the availability of nailing surface. Maximum nailing—for applications where all the nails listed in the table can be properly installed. Install the quantity of face nails shown into the straps for full table load and two 3.75 x 30mm nails driven downward at a 45° angle into the I-joist’s bottom flange. The THAI has additional nail holes—not all holes are required to be filled to achieve listed loads. Minimum nailing—for applications where the strap is wrapped over the top of the support. Install nails into each strap at the face surface of the hanger and 3.75 x 30mm nails driven downward at a 45° angle into the I-joist bottom flange. Then two nails into each strap at the top of the support after forming tight bend. Bend top flange a minimum of 65mm. OPTIONS:—Because these hangers are fully die formed they cannot be modified (excludes THAI-2). Typical THAI Installation with Minimum Nailing Configuration Do not nail within 6 mm of multiple ply seam.

Joist Size

Model No.

W 38 x 241 to 302

THAI222

45 x 241 to 356 58 x 241 to 356

THAI1.81/22 THAI3522

89 x 241 to 356 Variable

Fasteners

Dimensions

Carrying Member Carried Member H C Top Face Minimum Nailing—With Top Flange Wrap Over

40 46 59

580

238

577 570

235 228

THAI422

555

220

THAI-2

76-133

4 – 3.75 x 75

2 – 3.75 x 75

2 – 3.75 x 30

224 550 Maximum Nailing—All Nail Holes Filled

38 x 241 to 302

THAI222

580

238

45 x 241 to 356

THAI1.81/22

577

235

58 x 241 to 356 89 x 241 to 356

THAI3522 THAI422

59 90

570 555

228 220

Variable

THAI-2

76-133

550

224

—

20 – 3.75 x 75

2 – 3.75 x 30

30 – 3.75 x 75

2 – 3.75 x 30

Safe Working Slip Loads 1 Modulus2 Long Medium kN/mm Term Term

7.07

2.2

8.98

—

8.54

9.79

3.1

13.08

14.72

—

1. Safe Working Loads are derived from tests conducted in the U.S. See General Notes. 2. Slip modulus can be used as guidance for determining approximate deflection under load.

LSSU/LSU

LIGHT SLOPE & SKEW ADJUSTABLE HANGERS

This versatile range of products attaches joists/rafters to timber supports at any slope, up or down or at any skew, left of right up to and including 45o. All models are slope and skew adjustable on site, excluding the LSU35010-2.

LSSU410

LSU26

Now, with these site adjustable hangers, you can always have the right hanger available for those special rush projects. INSTALLATION: • Use all specified fasteners. See General Notes. • Bend only once. • To ensure proper seat installation, install the bottom nails before the side nails. • Attach the sloped joist at both ends so the horizontal force developed by the slope is fully supported by the carried members. • Web stiffeners are required with I-joists using this hanger style. • For field skewing, see LSSU INSTALLATION SEQUENCE.

U. S. Patents 4,230,416, 4,423,977 and Canada Patent 1,168,827

Typical LSSU210 Sloped Installation

Typical LSU26 Sloped and Skewed Installation

Fasteners

Dimensions Joist Size

38x150 38x241 38x302 45x241 to 356 50x241 to 356 58x241 to 356 (2) 38 x 241 89x241 to 356 (2) 50x241 to 356 (2) 58x241 to 356 38x150 38x241 38x302 45x241 to 356 50x241 to 356 58x241 to 356 (2) 38 x 241 89x241 to 356 (2) 50x241 to 356 (2) 58x241 to 356

Model No.

Support

Carried Member

Sloped Hangers only LSU26 5 – 3.75 x 30 38 124 75 6 – 3.75 x 75 LSSU28 38 181 90 10 – 3.75 x 75 5 – 3.75 x 30 LSSU210 38 216 90 10 – 3.75 x 75 7 – 3.75 x 30 LSSUI25 45 216 90 10 – 3.75 x 75 7 – 3.75 x 30 LSSUI2.06 52 216 90 10 – 3.75 x 75 7 – 3.75 x 30 LSSUI35 60 216 90 10 – 3.75 x 75 7 – 3.75 x 30 LSSU210–2 78 216 90 18 – 4.0 x 75 12 – 3.75 x 30 LSSU410 90 216 90 18 – 4.0 x 90 12 – 3.75 x 30 LSU4.12 105 228 90 24 – 4.0 x 90 12 – 3.75 x 30 LSU3510–2 120 225 90 24 – 4.0 x 90 12 – 3.75 x 30 Skewed Hangers or Sloped and Skewed LSU26 5 – 3.75 x 30 38 124 75 6 – 3.75 x 75 LSSU28 5 – 3.75 x 30 38 181 90 9– 3.75 x 75 LSSU210 7 – 3.75 x 30 38 216 90 9 – 3.75 x 75 LSSUI25 7 – 3.75 x 30 45 216 90 9 – 3.75 x 75 LSSUI2.06 52 216 90 9 – 3.75 x 75 7 – 3.75 x 30 LSSUI35 7 – 3.75 x 30 60 216 90 9 – 3.75 x 75 LSSU210–2 78 216 90 14 – 4.0 x 90 12 – 3.75 x 30 LSSU410 90 216 90 14 – 4.0 x 90 12 – 3.75 x 30 LSU412 105 228 90 24 – 4.0 x 90 12 – 3.75 x 30 LSU3510–2 120 225 90 24 – 4.0 x 90 12 – 3.75 x 30

S IM Stro P S ng O N Tie®

Safe Working Loads Down Uplift Short Long Medium Term Term Term 2.16 2.16 3.25 3.25 3.25 3.25 3.25 5.12 5.12 5.12

2.96 4.94 4.94 4.94 4.94 4.94 4.94 10.65 14.30 14.30

3.56 6.18 6.18 6.18 6.18 6.18 13.29 13.29 17.88 17.88

2.16 2.00 3.25 3.25 3.25 3.25 5.12 5.12 5.12 5.12

2.96 3.94 4.43 4.43 4.43 4.43 8.12 8.12 10.23 10.23

3.56 3.94 4.74 4.74 4.74 4.74 8.30 8.30 10.23 10.23

1. Except LSU26, some face nails are not filled in the flange on the acute angle side for skewed installations. Fill all nail holes on the obtuse angle side. 2. SWLs are for composite wood members of C24 or better. Reduce loads to 86% of the table’s loads for C16 timber. 3. LSU35010-2 factory skewed, field sloped.

LSSU INSTALLATION SEQUENCE Step 1

Step 2

Step 3

Nail hanger to slope-cut carried member, installing seat nail first. No bevel necessary for skewed installation.

Skew flange to form acute angle. Bend other flange back along centerline of slots. Bend one time only.

Attach hanger to the carrying member, acute angle side first. Install nails at an angle.

I-Joist Hangers

MATERIAL: LSSU410—1.5mm, all others 1.2mm pre-galvanised mild steel.

VPA • An engineered one-piece connector for attaching I-joist rafters to wall plates. • The VPA is adjustable to slopes between 15° and 45° with a special interlock design indicating when the maximum pitch is reached. This product complements the versatile LSSU. Designed for use with double 38mm top plates with a 50mm seat, which allows sufficient bearing area for most rafters. • No notching is required when using the VPA. This connector reduces the need for beveled plates and toenailing. It has positive angle nailing to speed installation and to minimise wood splitting.

VARIABLE PITCH CONNECTORS

VPA2 A and B flanges touch at 45o

MATERIAL: 1.2mm pre-galvanised mild steel. U.S. Patents 4,410,294 and 5,335,469 Canada Patent 1,165,964

INSTALLATION: • Use all specified fasteners. • Face fasteners attached to both upper and lower top plates. • See VPA installation sequence shown.

I-Joist Hangers

VPA Installation Sequence

Step 1

Step 2

Step 3

Step 4

Install top nails and face PAN nails in “A” flange to outside wall top plate.

Seat rafter with a hammer, adjusting “B” flange to the required pitch.

Install “B” flange nails in the obround nail holes, locking the pitch.

Install rafter PAN nails.

Joist Width

Model No.

W (mm)

Fasteners Wall Plate

Safe Working Loads Rafter

Short Term Medium Uplift Term Down

F1 Short Term

F2 Short Term

VPA2

8 - 3.75 x 75

2 - 3.75 x 30

1.09

3.33

1.45

1.09

VPA25

8 - 3.75 x 75

2 - 3.75 x 30

1.09

3.74

1.45

1.09

VPA2.06

9 - 3.75 x 75

2 - 3.75 x 30

1.09

4.16

1.45

1.09

VPA35

9 - 3.75 x 75

2 - 3.75 x 30

1.09

4.54

1.45

1.09

VPA4

11 - 3.75 x 75

2 - 3.75 x 30

1.09

4.56

1.45

1.09

HRC • The HRC is a one-piece connector for supporting hip members from the ridge beam or rafters • Site adjustable slope for right and left 45° skewed rafters.

HRC22 (HRC1.81 and HRC50 similar)

HRC44

U.S. Patent 2,380,116

217

216

MATERIAL: HRC22 and HRC1.81—1.5mm, HRC44—2.0mm pre-galvanised mild steel, HRC50—1.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

HIP RIDGE CONNECTORS

38mm

INSTALLATION: • Use all specified fasteners. See General Notes. • On the end of the ridge, use optional diamond holes to secure the HRC22 and HRC1.81. Bend face flanges back flush with the ridge, and complete the nailing. • On face of ridge, adjust to correct height and install nails. • Obround nail holes ease rafter installation. • Optional diamond holes on the HRC range (except HRC44) are for installation convenience. • Double bevel cut hip members to achieve full bearing capacity. • May be sloped to 45° with no reduction in loads.

117 148

87 W

Typical HRC Installation on the edge of a ridge

Dimensions Model No.

Ridge

Fasteners Carrying Member

Each Hip

Safe Working Loads Down

Short Term Uplift

Long Term

Medium Term 3.46

HRC22

38 to 45

16 – 3.75 x 30 2 – 3.75 x 30

0.93

2.78

HRC1.81

38 to 45

16 – 3.75 x 30 2 – 3.75 x 30

0.93

2.78

3.46

HRC50

38 to 50

16 – 3.75 x 30 2 – 3.75 x 30

0.93

2.78

3.46

HRC44

24 – 4.0 x 90

1.85

6.18

6.81

6 – 4.0 x 90

Optional HRC Installation

1. Safe working loads shown are for each hip. Total load carried by the connector is double this number.

THA250

ADJUSTABLE TRUSS HANGERS

THA250/50

THA250 Features • Manufactured under the BM TRADA Q-Mark Certification Scheme. • A galvanised truss shoe that provides greater support for the truss, combined with ease of installation that can be adjusted to suit the height of the girder bottom chord. • Simpson’s exclusive double shear nailing feature guides the 75mm nails into joist at a 45° angle. This provides easier nail driving as the installer doesn’t need to swing the hammer sideways. The nail is supported at the side of the hanger and at the supporting timber providing the double shear which generates higher load capacities. • Wider strap provides more surface area on the supporting girder and allows increased nail spacing, enhancing the performance of the critical hanger-to-support part of the connection. • Minimum and maximum nailing schedules are stamped into the strap on most sizes providing correct installation information for site operatives. • Speed-prong on most sizes holds the hanger in position to allow easier attachment. The installer no longer has to try to hold hanger, joist and nail with one hand and swing a hammer with the other.

Double Shear Nailing

MATERIAL: 1.2mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: Use all specified fasteners. See General Notes. Two different installation methods are available depending on the availability of nailing surface.

Examples of THA Installation

Maximum nailing—for applications where all the nails listed in the table can be properly installed. Install the quantity of face nails shown into the straps for full table load and for the THA250, six 75mm nails in joist at 45° angle. Minimum nailing—for applications where the strap is wrapped over the top of the support. Install nails into each strap at the face surface of the hanger and for the THA250, 75mm nails at a 45° angle through the joist into the support. Bend top flange a minimum of 55mm for the THA250. OPTIONS: THA—Because these hangers are fully die formed they cannot be modified.

Joist Size

Model No.

Fasteners

Dimensions W

Carrying Member Carried Member C Top Face THA For Trussed Rafter Sizes Minimum Nailing—With Top Flange Wrap Over H

1ply 35

THA250/38

44mm 2ply 35

THA250/44 THA250/50 THA250/75

2ply 47

THA250/100

100

107 230 Maximum Nailing—All Nail Holes Filled

1ply 35

THA250/38

256

44mm

THA250/44

253

1ply 47 2ply 35

THA250/50 THA250/75

50 75

250 242

120 120

2ply 47

THA250/100

100

230

107

1ply 47

38 44 50 75

Safe Working Slip Loads 1 Modulus 2 Long Medium kN/mm Term Term

256

125

6.80

7.70

2.9

253 250 242

123 120 120

6.30 6.30

7.20 7.20

3.4 3.4

6.30

7.20

3.4

6.30

7.20

3.4

125

7.70

8.80

6.7

123

7.70

8.80

6.7

10.10 10.10

11.60 11.60

7.2 7.2

10.10

11.60

7.2

4 – 3.75 x 30

—

4 – 3.75 x 30

24 – 3.75 x 30

6 – 3.75 x 75

1. THA Safe Working Loads are based on load tests conducted at TRADA Technology Ltd. and derived in accordance with or based on BM TRADA Certification’s Timber Engineering Hardware Product Q-Mark Scheme. Contact Simpson’s technical department for further information. 2. Slip modulus can be used as guidance for determining approximate deflection under load.

Truss Connectors

• THA are a one piece, non-welded, joist hanger for supporting trussed rafters and composite timbers from timber members. • The model number and size is stamped onto the seat of most sizes for easy identification of the hanger, even after installation.

LUS/HUS/HGUS • LUS, HUS and HGUS are a one piece, non-welded, joist hanger for supporting mono trusses and girder trusses from timber members. • Double shear nailing allows distribution of the carried member’s load through two points on each nail for greater strength (see illustration). It also allows fast installation with fewer nails, using common nails for all connections. • HGUS Girder Hangers and HUS hangers are tested by TRADA Technology Inc. The HUS carry the TRADA Q-Mark certificate. See General Notes for further information. • One hit of the speed prong on some HUS and LUS models positions the hanger for header nailing (not required).

MONO TRUSS SHOE GIRDER HANGER

HUS230/50 (LUS similar) EPC Pat. Pending (FR)(DE)(GB) 40

HGUS H

MATERIAL: LUS—1.0mm; HUS—1.2mm; HGUS—2.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

INSTALLATION: Use all specified fasteners. See General Notes. • Verify that the header can take the required fasteners specified in the table. • 75mm or 90mm nails must be driven at 45° into joist dome or pan nail holes, through the carrying member and into the carried member to achieve the table loads.

100 W

OPTIONS: • Other widths of HGUS are available as special order. Contact Simpson Strong-Tie for details. • The LUS & HUS are fully die formed and cannot be modified.

Double Shear Nailing

Fasteners

Safe Working Loads

Dimensions Joist Size

Model No. Support W

Carried Member

Short Term Uplift

Long Term

Medium Term

Mono Truss Shoe 1ply 35 or 38 x 100 to 150

LUS230/38

—

4.45

5.09

1ply 35 or 38 x 100 to 150

HUS230/38

—

5.90

6.80

44 x 100 to 150

LUS230/44

—

4.45

5.09

44 x 100 to 150

HUS230/44

—

5.60

6.50

1ply 47 or 50 x 100 to 150

LUS230/50

—

4.45

5.09

1ply 47 or 50 x 100 to 150

HUS230/50

—

5.60

6.50

10 – 3.75 x 30

6 – 3.75 x 75

Girder Hangers 2ply 35

HGUS125/80

123

20 – 3.75 x 75

8 – 3.75 x 75

—

10.08

11.52

2ply 35

HGUS145/80

145

28 – 3.75 x 75

10 – 3.75 x 75

—

15.14

17.31

2ply 47

HGUS125/105

105

110

20 – 3.75 x 75

8 – 3.75 x 75

—

10.08

11.52

2ply 47

HGUS145/105

105

145

28 – 3.75 x 75

10 – 3.75 x 75

—

15.14

17.31

3ply 35

HGUS145/120

120

145

28 – 3.75 x 75

10 – 3.75 x 75

—

15.14

17.31

3ply 47

HGUS145/155

155

145

28 – 3.75 x 75

10 – 3.75 x 75

—

15.14

17.31

100

1. HUS Safe Working Loads are based on load tests conducted at TRADA Technology Ltd. and derived in accordance with or based on BM TRADA Certification’s Timber Engineering Hardware Product Q-Mark Scheme. Contact Simpson’s factory for further information. 2. Safe Working Loads for composite wood HGUS sizes are derived from tests conducted in the U.S. See General Notes.

Truss Connectors

Typical HUS Installation

THG

TRUSS GIRDER HANGERS

These heavy-duty truss hangers are design to support multiple ply girder trusses from vertical truss members. MATERIAL: 3mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. Skewed THG, 3mm pre-galvanised mild steel to BS EN 10025:1993.

THG3

FINISH: THG—Hot dip galvanised.

OPTIONS: Other widths available to order. • Slope and/or skew models available. This is a welded product that is hot dip galvanised or powder coated after manufacture. Dimensions may vary from standard THG’s. • Slope down to 30° and/or skewed left or right to 45°. Specify degree of slope and/or skew. • The skew angle is measured from the line perpendicular to the carrying member—see illustration below. • Back-to-Back installation models available to order. • Some models have optional carried member bolt holes for additional uplift capacity. Bolts are not required unless specified by the designer for increased uplift. Contact Simpson Strong-Tie for uplift capacity.

Model No.

W THG2/80 THG3/80 THG3B/80 THG4B/80 THG2/105 THG3/105 THG3B/105 THG4B/105 THG3/120 THG3B/120 THG4/120 THG4B/120 THG3/155 THG3B/155 THG4/155 THG4B/155 THG4/210

2ply 35

2ply 47

105

3ply 35

120

3ply 47

155

4ply 47

210

THG Skewed Right

Fasteners

Dimensions

Carried Member

Carrying Member

Carried Member

H 475 555 485 565 475 555 485 565 555 485 705 565 555 485 705 565

B 115 135 120 135 115 135 120 135 135 120 135 135 135 120 135 135

HB 317 319 290 290 317 319 290 290 319 290 367 290 319 290 367 290

2 – 20mm 3 – 20mm 3 – 20mm 4 – 20mm 2 – 20mm 3 – 20mm 3 – 20mm 4 – 20mm 3 – 20mm 3 – 20mm 4 – 24mm 4 – 20mm 3 – 20mm 3 – 20mm 4 – 24mm 4 – 20mm

4 – 3.75 x 75 4 – 3.75 x 75 8 – 3.75 x 75 8 – 3.75 x 75 4 – 3.75 x 75 4 – 3.75 x 75 8 – 3.75 x 75 8 – 3.75 x 75 4 – 3.75 x 75 8 – 3.75 x 75 4 – 3.75 x 75 8 – 3.75 x 75 4 – 3.75 x 75 8 – 3.75 x 75 4 – 3.75 x 75 8 – 3.75 x 75

705

135

367

4 – 24mm

4 – 3.75 x 75

THG3B (THG4B Similar)

THG Installed Skewed Right

Skew Angle

Model No.

THG2

THG3 & THG3B

THG4B

THG4

Support Plys

Safe Working Loads Medium Term

DBL 35

15.40

DBL 47

20.53

TPL 35

21.88

TPL 47

25.20

DBL 35 DBL 47

23.10 30.79

TPL 35

32.81

TPL 47 DBL 35 DBL 47

35.03 30.80 38.90

TPL 35 TPL 47 DBL 35

38.90 38.90 30.80

DBL 47 TPL 35 TPL 47

38.90 38.90 38.90

Typical THG Installed

Truss Connectors

INSTALLATION: Use all specified fasteners. See General Notes. • Order bolts, nuts and washers separately. Specify the carrying member thickness when ordering bolts. Verify that the header can take the required fasteners specified in the table. • All multiple members must be fastened together to act as a single unit. • The minimum vertical carrying member widths are 175mm for the THG4 and 147mm for all others. • Use a maximum bottom chord in the carrying member to allow for the minimum bolt end distance: THG3B and THG4B: 147mm THG2 and THG3: 175mm THG4: 200mm • Attach the THG to the center of the vertical carrying member. Use the two face nail holes for temporary placement while boring the bolt holes.

TCP • Attaches girders, trusses and rafters to wall plates to provide wind restraint. • TCP Truss Clips may be used for general purposes, strongback attachments as all-purpose ties wherever one member crosses another. • Speed prong provides temporary attachment for ease of installation. • Obround holes for easier nail driving. MATERIAL: 0.9mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

TRUSS CLIP

TCP

65 100

INSTALLATION: Use all specified fasteners. See General Notes.

106

Fasteners

Safe Working Loads Short Term Uplift

Model No.

TCP38

6 - 3.75 x 30 6 - 3.75 x 30

2.13

TCP44

6 - 3.75 x 30 6 - 3.75 x 30

2.13

TCP50

6 - 3.75 x 30 6 - 3.75 x 30

2.13

To Truss

To Plate

Typical TCP Installation

Truss Connectors

1. Safe Working Loads are based on load tests conducted at CERAM Building Technology. Contact Simpson’s technical department for further information.

GS Glide Shoe specially designed to allow horizontal movement between trussed rafter and wallplate. • The GS allows lateral movement of scissor trusses up to 15mm during installation of roofing materials and resists uplift forces. Typically used on one or both ends of the truss as determined by the truss designer.

25 GS

MATERIAL: 1.2mm pre-galvanised mild steel. INSTALLATION: • Use all specified fasteners. • Attached the upper part of the glide shoe to the bearing surface of the trussed rafter. • Install the plate nails. Then drive two nails into the trussed rafter at the inside end of the slotted holes (inside end is towards the centre of the truss). Do not seat these nails into the truss—allow room under the nail head for movement of the truss with respect to the wall during roof construction. • Install the nails in the remaining fixing holes as indicated in the table below after the roof has been constructed.

Fasteners

Model No.

GS38 GS50 GS75

38 50 75

To Truss To Plate 8 – 3.75 x 30 10 – 3.75 x 30 8 – 3.75 x 30 10 – 3.75 x 30 8 – 3.75 x 30 10 – 3.75 x 30

GS100

100

8 – 3.75 x 30 10 – 3.75 x 30

GLIDE SHOE

Safe Working Loads Short Term Uplift (kN) 0.95 0.95 0.95 0.95

TBE

TRUSS BEARING ENHANCERS

• The TBE transfers load from the truss or girder to plates for bearing-limited conditions, and provides exceptional uplift capacity. In some cases, replaces an additional ply when needed for bearing. One size works with any number of girder plys. • Subtract the down SWL from the truss end reaction to calculate the required truss minimum bearing length.

TBE4 44

MATERIAL: 1.2mm pre-galvanised mild steel. INSTALLATION: • Use all specified fasteners. See General Notes. • TBE must be installed in pairs.

U.S. Patent 5,109,646; Canada Patent 2,044,440

Safe Working Loads Model No.

Truss Plys

Truss

Plate

90m m

Lateral

Nails per each TBE

Down

Uplift

Parallel to plate

Perp to plate

Long Term

Medium Term

Short Term

6.94

8.67

3.78

1.67

4.29

8.54

9.34

3.78

1.67

4.29

Short Term Short Term

TBE4 Installed on Top Plate

Truss Connectors

1 - 35mm 2 - 35mm 10 - 3.75 x 30 10 - 3.75 x 30 TBE4

1 - 47mm 3 - 35mm 2 - 47mm

Model No. TBE4

28 38

10 - 3.75 x 75 10 - 3.75 x 75

Alternate Installation SWL Short Term F1 F2 1.16 3.83

Two TBEs Installed with two ply girder truss

1. Loads are for two TBEs only. 2. SWLs are determined only by nail shear calculations or tests of the metal connectors. The attached timber members must be designed to withstand the loads imposed by the nails. 3 Perpendicular to plate SWLs are reduced for alternate installation.

Alternate Installation Bend tab along slot and nail one leg to the top of the timber plate

SCISSOR TRUSS CLIP

• The TC allows lateral movement of scissor trusses up to 30mm during installation of roofing materials and resists uplift forces. Typically used on one or both ends of the truss as determined by the truss designer.

TC26 (TC24 similar)

INSTALLATION: • Use all specified fasteners. See General Notes. • Drive 3.75 x 75 nails into the truss at the inside end of the slotted holes (inside end is towards the center of the truss). Do not seat these nails into the truss—allow room under the nail head for movement of the truss with respect to the wall. Optional TC26 Installation • Bend one flange up 90°. Drive specified nails into the top and face of the top plates. See optional load tables and details below.

Typical TC24 Installation U.S. Patent 4,932,173

Model No.

Fasteners Truss

Plate

Safe Working Load Short Term Uplift

TC24 4 - 3.75 x 75 4 - 3.75 x 75

1.82

TC26 5 - 3.75 x 75 6 - 3.75 x 75

2.40

TC26 Optional Installation TC26

5 - 3.75 x 30 6 - 3.75 x 30

1.38

5 - 3.75 x 75 6 - 3.75 x 75

1.45

1. Optional TC26 installation with 3.75 x 75 nails requires minimum 75mm top plate thickness. 2. Safe Working Loads are derived from tests conducted in the U.S. See General Notes.

Optional TC26 Installation for Block Wall Using a Timber Plate

MATERIAL: 1.5mm pre-galvanised mild steel.

CP • BBA approved-Agrément Certificate No 97/3430. • The concentric dimples pressed into the plate assists in the location of the nail. • A full range of sizes.

CAMPLATE NAILED PLATE TIMBER FASTENERS

MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

CERTIFICATE No 97/3430

INSTALLATION: • Refer to Agrément Certificate No. 97/3430. • Use 3.75 x 30mm square twist nails. • For design criteria please refer to BBA Agrément Certificate.

Model No.

A 41 72 83 83 83 83 103 103 103 103 144 144 144 165 206 206

B 152 152 178 203 229 254 152 203 254 305 178 203 254 330 305 356

Typical CP Installation Truss Connectors

CP41/152 CP72/152 CP83/178 CP83/203 CP83/229 CP83/254 CP103/152 CP103/203 CP103/254 CP103/305 CP144/178 CP144/203 CP144/254 CP165/330 CP206/305 CP206/356

Dimensions

TPA • Flanged nail-on tie plate. • For non structural applications only.

TIE PLATE

TPA 39

MATERIAL: 1.0mm pre-galvanised mild steel.

INSTALLATION: Holes are sized for 3.35mm nails.

m 20m m 79m

mm 228

VTC2 • • • • • •

VALLEY TRUSS CLIP

VTC2 is a valley truss to common connector. Structural valley connection. Field adjustment for pitch. Adjustable between 10 and 40 degrees. Eliminates bottom chord bevelling or wedging. Reduces valley installation costs. Reduces valley truss manufacture cost.

VTC2 UK Patent Application No: GB 2381 544 A

MATERIAL: VTC2: Pre-galvanised mild steel to BS EN 10327:2004.

Fasteners Valley Common Truss Truss

Model No VTC2

4 – 3.35 x 65

SWL (kN) Uplift Long Download Term Long Term

5 – 3.75 x 30

0.76

2.00

1. 3.75 x 30 refers to galvanised square twist nail (no nails are supplied with connector).

Truss Connectors

VTC2 Installation Sequence Valley Truss Typical VTC2 Installation

Step 1 Attach VTC2 to top of common truss chord or through sheathing at valley truss intersection.

Typical VTC2 Side View

Step 2

Valley Truss Bend stirrups one time only.

Adjust the up slope stirrup vertically and attach to the valley truss using 2 No. of the specified fasteners.

Valley Truss

Step 3 Adjust the down slope stirrup vertically and attach to the valley truss bottom chord using 3 No. of the specified fasteners.

BRACING SHELF SUPPORT BRACKET

• BSB is a Simpson Strong-Tie bracket which complies with the new arrangements for enhanced and super bracing to be included in the revised BS 5268:Part 3.

BSB35

MATERIAL: Pre-galvanised mild steel to BS EN 10327:2004. INSTALLATION: • Nail BSB to each end of the timber bracing shelf using specified fasteners through all round holes. • Locate assembly from underside at a maximum of 250mm from wall and nail to top chords using specified fasteners through all round nail holes. • Nail diagonal bracing member to underside of timber shelf. Diagonal bracing size and fastener specification to be as defined in proposed BS 5268 Part 3.

Model No

Dimensions Width mm (W)

BSB 35 BSB 47

38 50

Fasteners Rafter

10 – 3.75 x 30 10 – 3.75 x 30 10 – 3.75 x 30 10 – 3.75 x 30

1. Capacity of BSB satisfies the requirements for Enhanced and Super Bracing. 2. 3.75 x 30 refers to galvanised square twist shank nails.

Shelf

BSB

Common Truss

H Designed to provide ties for trusses and rafters likely to be subject to high winds, this versatile range may be used for general purposes, strongback attachments and as all-purpose ties where one timber crosses another. H2.5 and H4 may be installed in pairs to achieve twice the stated safe working loads. Where the truss thickness is less than 63mm install diagonally across from each other, as shown in the illustration below.

HIGH WIND TIES

H2.5

The H4 has a unique shape that requires fewer nails. The design allows for installation on the inside of the wall plate without interfering with the gypsum board or for installation on the outside of the wall plate without interfering with the cladding material. MATERIAL: H2.5—1.2mm; H4—0.9mm pre-galvanised mild steel. INSTALLATION: Use all the specified fasteners. See General Notes. • H2.5 and H4 ties are shipped in equal quantities of separate rights and lefts. • Protruding nails should always be clinched.

U.S. Patent 4,714,372

138

38 60

Fasteners

Safe Working Loads

Model No.

To Rafters

To Plates

Uplift Short Term

H2.5

5 – 3.75 x 30

4 – 3.75 x 30

Lateral Short Term

1.65

F1 0.58

F2 0.58

1.05

0.62

0.60

92 44

1. Safe working loads are for one anchor. A minimum rafter thickness of 63 mm must be used when framing anchors are installed on each side of the joist and on the same side of the plate. 2. Uplift safe working loads for the H4 sole plate installation is 0.92kN; 1.58kN for H2.5. 3. When cross-grain bending or cross-grain tension cannot be avoided, mechanical reinforcement to resist all such forces should be considered.

Timber Connectors

H2.5 Installation

H4 Sole Plate Installation (H2.5 similar) (see footnote 2)

H4 Installation

Top View Installations to Achieve Twice the Load

Install diagonally across from each other for single ply 35 mm or 47 mm trusses.

Nailing into both sides of a single ply 35 mm or 47 mm truss may cause the wood to split.

SKEWABLE ANGLES

Designed to attach timber members at irregular angles, these connectors can be bent on site from 0° to 135°.

The staggered nail pattern reduces the possibility for splitting and allows installation on both sides of the member.

U.S. Patent 4,230,416

MATERIAL: 1.2mm pre-galvanised mild steel. INSTALLATION: Use all specified fasteners. See General Notes. Angles should be bent to suit installation only once. Joists must be constrained against rotation (for example, with solid blocking) when using a single LS Angle per connection.

Typical LS70 Installation 55

Safe Working Loads

Model No.

Length

Fasteners

LS30

6 – 3.75 x 75

Long Term 1.29

LS50

124

6 – 3.75 x 75

1.73

2.16

LS70

162

10 – 3.75 x 75

2.16

2.58

Medium Term 1.60

LS70 Top View

Timber Connectors

1. Loads are for one part only. 2. Minimum lumber thickness to achieve table load is 45mm. For 35mm timber, use 81% of the table load.

SSTC/DSTC

TIMBER CONNECTORS

Single sided and double sided connector plates for enhanced bolt performance in timber.

SSTC

Conforms to BS EN 912: 1999 Annex C. Specification for toothed plate connectors.

DSTC

MATERIAL: Pre-galvanised mild steel. Thickness as stated in table. INSTALLATION: Refer to BS 5268:Part 2.

Diameter dc

SSTC50 SSTC60 SSTC75 DSTC50 DSTC60 DSTC75

48 62 75 48 62 75

Dimensions (mm) Hole Dia. Material d1 t 12 12 16 16 20 26

Typical SSTC Installlation

Teeth Height ht

1.00 1.20 1.25 1.00 1.20 1.25

6.6 8.7 10.4 13.0 16.0 19.5

BRACKETS

Model No.

Material

66T

2.0mm galv.

Fasteners Nails

Bolts

Dimensions L

8 – 4.0x90 3 – 10mm 150

125

Typical 66T Installation

66T

Model No.

REINFORCING ANGLE

L70 A reinforcing angle designed to transfer loads between 2 ply floor beams. FEATURES: The L70 Reinforcing Angle may be used in pairs to transfer the loads between floor truss plys.

L70

MATERIAL: 1.6mm pre-galvanised mild steel.

INSTALLATION: • Use all the specified fasteners. • Use in pairs; as illustrated. The distance between the centre of each L70 in the pair should not exceed 300mm. • Nail the shorter sides of the L70’s into the sides of the loaded truss member. • Nail the longer sides of the L70’s into the top of the clipped truss member. • Floor decking shall be applied to the top chord of each truss. Attach decking to each truss with nails or screws at a maximum of 300mm centres.

178

Safe Working Loads (kN)1

Model No.

Qty

Total Fasteners

C16 Timber

TR26 Timber

L70

16 - 3.75 x 30

3.42

3.96

60mm

LOADED TRUSS

CLIPPED FLOOR TRUSS

1. Maximum allowable load transfer for each pair of L70 reinforcing angles, subject to load transfer rates within the table below. 2. 3.75 x 32 refers to square twist nails. 3. Allowable loads shown are for truss top chord applications only. 4. Allowable loads shown are for downward vertical floor loads only.

300mm (MAX)

% of Applied Load Transferred to Clipped Truss L/D

L70 Position

L/D

L/D < 12

Middle ²⁄₃ of Truss Span

40%

20%

End ¹⁄₆ of Span

25%

20%

Typical L70 Installation F TRANSFER

Angles & Ties

1. L/D = Truss Span (mm) divided by Truss Depth (mm). 2. The truss designer shall determine the L/D ratio required to ensure satisfactory truss performance. 3. The truss designer shall design each truss to meet all applicable code requirements. 4. The truss designer must determine the quantity and spacing of pairs based on load capacity requirements. Provide a pair of L70's at each load application point unless the loaded truss is designed for the total load applied between the L70's. (Load transfer shall not exceed the applicable table value or the limits stated in the notes). 5. Loads may not be increased for construction or other loading conditions.

ANGLES

A angle’s versatility means the angle may be used in many applications requiring 90° fixing. W2

MATERIAL: Pre-galvanised mild steel.

INSTALLATION: Use all specified fasteners.

A88

Dimensions Model Material No.

Safe Working Loads

Fasteners Post

Base Bolts

Nails

Bolts

Post

A21

1.2mm

—

2 – 3.75 x 30

—

2 – 3.75 x 30

0.61

0.51

A23

1.2mm

—

4 – 3.75 x 30

—

4 – 3.75 x 30

1.22

A33

2.5mm

—

4 – 3.75 x 75

—

4 – 3.75 x 75

1.80

0.96

A88

2.5mm

200

50 3 – 10mm

—

3 – 10mm

—

Typical A33 Installation F1 F2

Typical A21-A23 Installation

A34/A35

FRAMING ANCHORS

The A35 anchor’s exclusive bending slot allows instant, accurate bending on site for all two- and three-way ties. Balanced, completely reversible design allows the A35 to be used to secure a wide variety of connections.

A34

MATERIAL: 1.2mm pre-galvanised mild steel.

INSTALLATION: Use all specified fasteners. See General Notes.

Type of Model No. Connection A34

1 2

A35

Direction of Load

Long Term

Medium Term

8 – 3.35 x 65

F1 F2

1.30 1.06

1.38

9 – 3.35 x 65

A1, E C1

0.98

1.06

0.64

A2 C2

0.98

1.06

0.98 0.57

1.06 0.57

1.70

1.95

2.12

12 – 3.35 x 65

D F1 F2

Safe Working Loads

Fasteners

12 – 3.35 x 65

1.06

A35

1. Safe working loads are for one anchor. When the anchors are installed on each side of the joist, the minimum joist thickness is 75mm. 2. Some illustrations show connections that would cause cross-grain tension or bending of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered.

Angles & Ties

Type of Connections 1 A34

2 A35

Beam to Posts A and B legs Outside Ceiling Joists to Beam 4 A35

Joists to Beam

Chimney Framing

Studs to Plate with B leg Outside

Joists to Plate with A Leg Inside

3 A35

RTA These products allow the do-it-yourselfer to build shelves, tables, workbenches and utility furniture.

RIGID-TIE ANGLES

RTA2Z

RIGID TIE ANGLES wrap around the wood members from two directions—obsoleting the need for angle bracing, gussets and plywood stiffeners in many wood construction projects. The RTA is ideal for gates, rectangular frame construction or any other project with right angles.

RTA1

MATERIAL: RTA1—1.2mm; RTA2Z—1.5mm pre-galvanised mild steel.

Model No. RTA1

Minimum Timber Size 25 x 24

Suggested Screws 4 – No 6 x 32

RTA2Z

8 – SD8x1.25

Typical RTA1 Installation

The ZS clip allows I-Joists or solid sawn timber to be used as noggings between joists to support floor decks or partitions. • Fully interlocking top flange works on all I-joist header widths to prevent overlapping of opposing clips. • Slotted bottom flange allows I-joist or solid sawn timber to be used as noggings. • Triangular nail hole for use with 50mm wide headers, also it ensures that nails can be staggered when ZS clips are interlocked. • Embossed bottom flange provides greatly enhanced resistance to bending. • Obround nail holes in the bottom flange ensure easier angled nailing.

Dimensions W

ZS33N

ZS35N ZS38N ZS45N

52 52 52

35 38 45

49 46 39

31 31 31

Carried Member

SLOTTED Z CLIP

ZS38N TF

MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: • Use all specified fasteners. • Nail to underside of carried member. • Place top flange onto header beam and nail in place.

Model No.

Angles & Ties

Typical ZS Installation

Fasteners

Safe Working Loads

I-Joist

4 - 3.75 x 30

0.8

C16 I-Joist

4 - 3.75 x 30

1.3

4 - 3.75 x 30

0.8

C16 I-Joist

4 - 3.75 x 30

1.3

4 - 3.75 x 30

C16 I-Joist

4 - 3.75 x 30

0.8 1.3

4 - 3.75 x 30

0.8

C16

4 - 3.75 x 30

1.30

ZS clips interlock allowing back to back installation on any I-joist header width. Triangle nail hole ensures header nails never line up. 59

ANGLE BRACKETS

Heavy angles for general connecting of timber at 90o angles. Reinforced ribs add extra rigidity.

E2/2.5

MATERIAL: Pre-galvanised mild steel.

E2/2.5 Installed

W2 Dimensions

Fixing Holes

New Model No.

Thickness

Nails

Bolts

E5/2

2.0

13 – 5mm

2 – 11mm

E2/2.5

2.5

16 – 5mm

2 – 11mm

E9S/2.5

2.5

150

22 – 5mm

3 – 11mm

E9/2.5

2.5

150

28 – 5mm

4 – 11mm

LIGHT REINFORCED ANGLE BRACKET

These angle brackets are used to assemble structural joinery for both internal and external applications.

EA444/2

MATERIAL: Pre-galvanised mild steel.

Fixing Holes

Dimensions Thickness

Nails

Bolts

EA444/2

2.0

6 - 5mm

—

EA554/2

2.0

8 - 5mm

2 - 11mm

EA664/2

2.0

10 - 5mm

2 - 10mm

EA756/2

2.0

8 - 5mm

2 - 10mm

LIGHT DUTY ANGLE BRACKET

These angle brackets are used for many applications of DIY. They are generally adapted to reinforce structural pieces of furniture.

EC80/2.5

MATERIAL: E24 Steel. FINISH: Electro-galvanised. W1

Model No.

Fixing Holes

Dimensions Thickness

Nails

Bolts

EC30/2

2.0

4 - 4.2mm

—

EC40/2

2.0

4 - 4.2mm

—

EC50/2

2.0

4 - 4.2mm

EC80/2.5

2.5

6 - 4.2mm

— —

EC90/3

3.0

4 - 5.5mm

—

W2 L

Angles & Ties

Model No.

EFIXR/S These angles are used for both internal and external timber connections.

ADJUSTABLE ANGLE BRACKET

EFIXS120

• Various bracket heights. • Two slotted fixing holes for easier adjustment. MATERIAL: Pre-galvanised mild steel.

Model No.

Fixing Holes

Dimensions Thickness

Nails

Bolts

EFIXR553

2.0

8 - 5mm

6.5mm x 30 8.5mm x 30

EFIXR753

2.0

9 - 5mm

6.5mm x 65 8.5mm x 30

EFIXS100

2.5

10 - 5mm

6.5mm x 65 8.5mm x 30

EFIXS120

3.0

117

10 - 5mm

6.5mm x 65 8.5mm x 30

END

MULTI ANGLE BRACKET

These angle brackets are designed to ensure versatility.

END55

MATERIAL: Pre-galvanised mild steel.

Dimensions

Angles & Ties

Model No.

Fixing Holes

Thickness

Nails

Bolts

END55

2.0

1 - 5mm

1 - 8mm 6 x 20 8 x 20

END100

2.0

100

4 - 5mm

1 - 8mm 6 x 20 8 x 20

ES Simple angle brackets which are very versatile, used for timber to timber connections.

NAIL PLATE ANGLE BRACKET

ES10/40

MATERIAL: Pre-galvanised mild steel.

Model No.

Dimensions

Fixing Holes

ES10/40

2.0

W1 60

10 - 5mm

—

ES10/60

2.0

16 - 5mm

—

ES11/60

2.0

22 - 5mm

—

Thickness

W2 60

Nails

Bolts

ABE/PBS/CB/U

STANDOFF POST BASES

• Features 25mm standoff height above concrete floors to reduce the potential for decay at post and column ends. • ABE base design includes anchor bolt adjustment slot. Four-sided standoff plate increases download support and provides attractive appearance. • PBS must be set when concrete is poured. • ABE and U may be attached to anchor bolt set when concrete is poured or by means of a chemical or expansion anchor in existing concrete.

ABE44

MATERIAL: Pre-galvanised mild steel, see table; CB—5.0mm mild steel. FINISH: CB—Hot-dip galvanised.

110

INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for installations where top of post/column is not restrained such as some fence applications. • Embed PBS into wet concrete up to the bottom of 25mm standoff base plate. • ABE and U–for pre-pour installed anchors, embed 100mm into concrete. For epoxy or wedge anchors, select and install according to anchor manufacturer’s recommendations; anchor diameter shown in table. Install required washer—included.

200 U75

(75

mm 2 -20 0m

W1 0 m m

m) 75 (

)

OPTIONS: Column base type CB are made to order only and have a hot- dip galvanized finish. See CB illustrations below for typical arrangement. To order specify W1 and W2 dimensions. Base plate is 5mm.

Model No.

Post Size

U75 75 x 75 ABE44Z 89 x 89 PBS44 89 x 89 ABE44R 100 x 100 ABE66Z 133 x 133

Material (mm) Base 4.0 1.5 2.5 1.5 2.5

Dimensions W1 76 90 90 101 140

Strap 4.0 1.5 2.0 1.5 2.0

W2 70 89 89 89 140

D — — 89 — —

Fasteners Post1

Anchor Dia.

Nails

16 14 — 14 16

10 – 3.75x30 6 – 3.75x75 14 – 4.0x90 6 – 3.75x75 8 – 4.0x90

Safe Working Loads Bolts Short Term Uplift Short Term F1 Short Term F2 Long Term Down Qty Dia. Nails Bolts Nails Bolts Nails Bolts — — — — — — — — — — — — — — — 2.31 — 29.65 2 14 10.68 6.96 5.18 1.02 3.94 3.94 29.65 — — — — — — 1.78 — 29.65 — 66.72 — — — — — 4.00 —

1. Use nails or bolts for the PBS post fasteners.

Typical PBS44A Installation

CAPS & BASES

Typical ABE Installation

Typical CB Installation

S IM Stro P S O N ng Ti ® e

ELEVATED POST BASE/ADJUSTABLE

Elevated post bases to suit various sizes and elevation requirements.

PPA100

MATERIAL: Plate—4mm mild steel. FINISH: Galvanised.

Model No.

PPR Dimensions

Bolts (Total)

Qty

Dia

PPA100

100

130

100

PPR

100

130

100 to 160

EPC/PC Specially produced connectors for post-beam connections. The PC’s extension beam side plates function as tie straps where splices occur. EPC versions should be used for conditions when the beam ends at a post.

POST CAPS

MATERIAL: PC and EPC—2.5mm pre-galvanised mild steel. INSTALLATION: Use all specified fasteners.

Typical PC Installation

Model No.

Post Size

Fasteners Surfaces B

Safe Working Short Term Uplift Lateral

4 – 4.0x90 6 – 4.0x90

—

6.18

4.11

4 – 4.0x90

6.18

4.76

Dimensions W1

A Post Caps

PC44Z 89 x 89

280

—

EPC44 89 x 89

—

185 4 – 4.0x90

End Post Caps —

Typical EPC Installation

1. Lateral loads are in the direction of the beam’s axis, as shown. 2. SWLs are for nails only. 3. Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the post cap.

CC Column caps can be made to order for standard timber or composite wood sizes. Bolts must be ordered separately. Contact factory for further details.

COLUMN CAPS

CC 30 30

MATERIAL: 5mm mild steel.

Typical CC Installation

CAPS & BASES

CCC, CCT & ECCLL combinations are available to order. Contact Simpson Strong-Tie for details. FINISH: Hot-dip galvanised. INSTALLATION: Use 16mm bolts.

TO ORDER: Specify W1, W2 & H1 dimensions. Please contact Simpson Strong-Tie's Technical Department for connector capacities.

Dimensions W1 W2 H1 L

Range (mm) Min 75 75 100

SIM Str P S O ong N Tie®

100

Max 225 250 200

280

CCT CCC

ECCLL

L/H/HRS/LRS/HTFA/LTFA

RESTRAINT STRAPS

• H and L straps are designed to The Building Regulations, BS 5268 Part 3 and other building standards for vertical and horizontal restraint when connecting timber floor and roof systems to masonry walls. • HRS and LRS new rolled form gives strong performance, yet light to use. The HRS is accepted by NHBC as an alternative to the 30mm x 5mm restraint strapping. The LRS is an alternative to the 30mm x 2.5mm restraint strap. • HTFA and LTFA are designed to bridge the 50mm cavity and tie the timber frame to brickwork. Extends 75mm into brickwork and 300mm through cavity. • Heavy restraint straps meet requirements for lateral restraint of roof trusses, rafters and joists tied into masonry walls. • Light restraint straps are designed for vertical loads such as wall plates on top of masonry walls. • All common sizes in stock from 500 to 2000mm long, 100mm increments. MATERIAL: H and HTFA—30mm x 5mm; L and LTFA—30mm x 2.5mm; HRS—30mm x 1.5mm; LRS—30mm x 1.0mm mild steel to BS EN 10327:2004 DX51D+Z275.

HRS (LRS Similar)

Flat

Twist

30 30

IN . L

FINISH: H, HTFA, LTFA and L—Z300 pre-galvanised, edge coated; HRS and LRS—Z275 pre-galvanised INSTALLATION: Use all specified fasteners. See General Notes. • The flat face of the rolled strap must be against the timber. • Horizontal lateral restraint straps should be spaced not more than 2m centres and attached to at least 3 timber members through the use of noggings and packing. Attach to timber members with four steel screws or four 4mm x 75mm round nails for roofs and two into each joist for floors. The bend length should be a minimum of 100mm and should be positioned at the centre of an uncut block or brick. • Vertical restraint strapping should be at least 1m long. Where straps are fixed to masonry, hardened nails 8SWG x 75mm long or wood screws into plugs No 12 x 50mm long should be used. The number of fixings should be in accordance with the design requirements and the lowest fixing should be located within 150mm of the bottom of the vertical strap.

Double Twist

±5

L T 2

T 1

Bend

Double Bend

To Order: Specify model series, overall length, bend (B) dimension and /or twist (T) dimension.

Example: 30 x 5 strap that has an overall length of 1m, a bend at 10cm and a twist at 20cm. (See illustration for detail on measuring bend & twist dimensions).

H10B10T20

Product code is: Strap Type

Strap Length (dm)

Bend Length (cm)

Twist Length (cm)

COMMON STRAP SIZES

Straps

B1 Bent Straps

L Strap Configuration 2

H06B15

600

150

–

H08B15

800

150

–

H10B15

1000

150

–

H12B15

1200

150

–

H15B15

1500

150

–

H16B15

1600

150

– –

L06B10

600

100

L10B10

1000

100

–

L12B10

1200

100

–

Twisted Straps H06T15

600

–

150

H10T15

1000

–

150

L06T10

600

–

100

L10T10

1000

–

100

L12T10

1200

–

100

Flat Straps H10F00

1000

–

L10F00

1000

–

L Strap Configuration 1

Bend and Twist L

T1 B1

H Strap Configuration 4 H Strap Configuration 3 Typical LTFA Installation (HTFA Similar)

Dimensions (mm)

Model No.

HLHS/HLB

HI-LOAD STRAPS

Designed to provide higher strength than traditional straps whilst offering additional advantages. Satisfies the requirements of the NHBC Technical Standards for restraint straps. Straps lock onto Hi-Load build-in backs, which provide the bend. Notching the joist may not be needed because of the horizontal strap’s slimline design.

Hi-Load Strap

The modular nature of this range dramatically reduces the number of lines needing to be stocked by the merchant, whilst providing a more economic solution than traditional straps. The Hi-Load straps have a return end 100 mm wide compared to 30 mm for traditional straps. This provides great advantages particularly when used in conjunction with low density aerated concrete masonry, as the spread of load over the total area significantly reduces the local crushing of masonry under load and thus reduces the likelihood of failure in this manner. MATERIAL: Straps: HLHS—1.2mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. Backs: HLB—2.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z600. INSTALLATION: Use all specified fasteners. Horizontal lateral restraint straps should be placed at not more than 2m centres and attached to at least 3 timber members through the use of noggings and packing. Attach to timber members with four steel screws or four 4mm x 75mm round nails for roofs and two into each joist for floors or eight 3.75 x 30mm square twist nails. Vertical restraint strapping should be at least 1m long. Where straps are fixed to masonry, hardened nails 8SWG x 75mm long or wood screws into plugs No 12 x 50mm long should be used. The minimum of five fixings should be used and the lowest fixing should be located within 150mm of the bottom of the vertical strap. Attach to timber with 3.35 x 50mm nails.

Typical HLHS11 Vertical Installation

Additional fixings may be required, as specified by the designer, for high uplift loads. TO ORDER: Order strap and back components separately.

Model No Strap

Back

HLHS11 HLHS15

HLB28

Dimensions (mm) Strap Overall Length Length Width 1100 1500

35 35

1108 1508

Typical HLHS15 Horizontal Installation

Straps

HERRINGBONE JOIST STRUTS

HSA

Superior alternative to unreliable, slow and costly timber struts. Meets bracing requirements for long span domestic floors. MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

HSA

INSTALLATION: • Generally required at centre of span when floor joists exceed 2.5 metres. Spans exceeding 4.5 metres require two rows spaced at 1/3 span. • HSA come sized to suit joist centre spacing of 400, 450 & 600mm. • See tables for spacing.

PRODUCT SELECTION GUIDE Typical HSA Installation

Joist Speacing (mm)

Joist Size (mm)

400

450

600

50 x 175

HSA400

HSA450

HSA600

50 x 200

HSA400

HSA450

HSA600

50 x 225

HSA400

HSA450

HSA600

MODEL TABLE

Fasteners (per end)

HSA400

480

2 – 3.35 x 65

HSA450

530

2 – 3.35 x 65

HSA600

660

2 – 3.35 x 65

FB/LSTA/LTS/MTS

STRAP TIES

• Twist straps provide a tension connection between two wood members. • Install strap ties where tension connections are required. Commonly used as ridge ties and at wall intersections. • FB fixing band is for all general light strapping needs. Perfect for DIY, industrial and agricultural applications. Comes in convenient 10 metre rolls.

LSTA18 LSTA15 LSTA12

MATERIAL: See table; Pre-galvanised mild steel.

LSTA9

INSTALLATION: Use all specified fasteners. See General Notes. • FB can be easily bent or twisted for many versatile installations. No load rating provided, and not recommended for structural applications. • Members must have the same number of installed nails at each end. Otherwise, the load is limited by the least number of nails in either member.

LSTA (pilot holes not shown)

MTS12 (LTS18 Similar) 25 TYP.

Material

LTS18

1.2

MTS12

1.5

Nails (Total)

SWL (Long Term)

12 – 3.75 x 30

2.07

302 14 – 3.75 x 30 Straight Straps

2.41

L Twist Straps 457

LSTA9

1.0

228

8 – 3.75 x 30

1.40

LSTA12

1.0

305

10 – 3.75 x 30

1.75

LSTA15

1.0

381

12 – 3.75 x 30

2.10

LSTA18

1.0

457

14 – 3.75 x 30

2.45

LSTA24 FB20

1.0 0.9

32 20

610 10 Meters

18 – 3.75 x 30 —

3.15 —

1. Safe Working Loads for twist straps are for tension only and derived from tests conducted in the U.S. See General Notes.

MTS Installation

Strong-Tie®

Dimensions

Model No.

SIMPSON

Straps

FB20

LSTA24

Dimensions W

Model No.

CJGCCWS/CJSCCWS Many new domestic constructions suffer from movement cracking. Drying shrinkage and settlement are the most common causes. These cracks rarely effect the structural stability of the extension but do look unsightly and give the home-owner cause for concern. The NEW Crack Control Wall Starter assists any movement to take place where the new wall joins the existing wall. By using sleeved ties and no mortar to the vertical joint the Crack Control Wall Starter makes allowance for shrinkage movement and provides little resistance to vertical settlement. • A new wall starter that reduces the chance of unsightly cracking. • Allows shrinkage and settlement. • Suitable for up to three storeys. • Lateral restraint from only ten ties per storey height. • Suitable for wall up to 250mm thick. MATERIAL: Stainless Steel Profiles: Mild Steel Profiles:

CRACK CONTROL WALL STARTER

Typical Installation

0.7mm stainless steel to BS EN 10088/2 Grade 1.4301. 0.8mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

Stainless Steel Ties:

1.5mm stainless steel to BS EN 10088/2 Grade 1.4301.

Mild Steel Ties:

2.0mm mild steel to BS EN 10327:2004 DX51D+Z275 with Delta Coating.

Sleeves:

1.0mm PVC.

Coach Screws:

M6 x 50mm stainless steel or galvanised.

Masonry Plugs:

High density polythene.

FINISH: Stainless steel or pre-galvanised mild steel with black epoxy coated powder finish. INSTALLATION: • Offer one wall starter length to the lower wall surface. Plumb and mark out three fixing holes at the bottom, centre and top of the wall starter. • Drill and plug wall with a 10mm masonry drill. Use the three fixing screws and retaining washers to clamp the wall starter to the wall. Repeat this process until the desired height is reached, cutting the final length of wall starter if necessary. • Begin constructing the wall, omitting mortar from the vertical joint between the existing and new walls, making sure they abut tightly. • Twist in the first sleeved tie 225mm from the base of the wall starter and press into the bed joint mortar. Continue fitting ties at maximum 225mm vertical intervals as the wall is constructed. A mastic sealant should be applied to the external vertical joint.

Model No Galvanised

Stainless Steel

No. of Fixings

CJGCCWS

CJSCCWS

No. of Ties

Connector Width (mm)

Length (mm)

Masonry Width (mm)

2400

Up to 250

Masonry Connectors

1. Pack Comprises 4 x 1.2m Lengths of Wall Starters 20 PVC Sleeved Ties 12 x 6mm x 50mm Coach Screws 12 x 10 x 50m High Density Plastic Plugs 12 x 30mm washers

1FUR/1EXT/1MPP/1MPS

FURFIX WALL EXTENSION PROFILES

A quality engineered wall connector system that has been developed for use with most brick and block modules. This system has been designed for multi-purpose use where reliability and durability are important requirements. It provides lateral support to masonry wall panels in conversion, extension and new building work. • A time saving solution to the tying-in of new walls to existing masonry walls/columns • BBA Approved for up to 8m, 3 storey work. • Accommodates 10mm of vertical movement. • Adjustable anchor ties to accommodate variation in brick courses. • All fixings and ties provided within the packs. FURFIX DOUBLE FLANGE PROFILES: Double flange profiles provide the benefit of a channel within which to build the new wall, giving substantial support to finished walls where the inside and outside faces are to be plastered/rendered.

1FUR Patent No. GB2194263

FURFIX SINGLE FLANGE PROFILES: A single flange return provides an edge that, once plumbed, can be used for a construction guide as well as giving support for walls to be fair faced on one side. FURFIX NO FLANGE PROFILES: The multi-purpose no flange profile is designed for brick/block widths of 60 to 250mm and greater, being ideal for internal and external applications where both sides of the new wall are to be fair faced. MATERIAL: Stainless Steel Profiles:

0.7mm stainless steel to BS EN 10088/2 Grade 1.4301.

Mild Steel Profiles:

0.8mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

Coach Screws:

M6 x 50mm stainless steel or delta coated mild steel.

Masonry Plugs:

High density polythene.

FINISH: Stainless steel or pre-galvanised mild steel with epoxy coated powder finish.

Model No. Galvanised

Stainless Steel

No. of Fixings

1FUR5100

1FUR100D

1EXT100S

1FUR100S

1MPP056N

1MPS056N

Connector Width (mm)

Double Flange 100 Single Flange 5 85 No Flange 5 56

Total Length (mm)

New Wall Thickness (mm)

Shear Strength1

2315

100

6.0 KN

2315

85 – 150

5.0 KN

2275

60 – 250

4.0 KN

1. The design shear strength given relates to existing masonry of solid aerated concrete blocks of minimum crushing strength 5.0 N/mm2.

Masonry Connectors

1EXTS

1MPN

INSTALLATION: • Use all specified fasteners. • Fasteners must be spaced evenly, unless otherwise specified, and installed into the bricks or block and not into mortar joints. • Insert wall ties provided at maximum 300mm centres, bedding the ties into the mortar joints. • Detailed site work instructions are provided with each wall connector system. • In exposed locations it may be necessary to incorporate additional protection, for example the insertion of a vertical dpc.

C2K A quality engineered wall connector system that has been developed for use with most brick and block modules. This system has been designed for multi-purpose use where reliability and durability are important requirements. It provides lateral support to masonry wall panels in conversion, extension and new building work. • A time saving solution to the tying-in of new walls to existing masonry walls/columns. • BBA Approved for up to 8m, 3 storey work. • Accommodates 10mm of vertical movement. • Adjustable anchor ties to accommodate variation in brick courses. • All fixings and ties provided within the packs.

CROCODILE WALL EXTENSION PROFILES

C2KG Patent No. GB2304747

Fixing Positions

CROCODILE NO FLANGE PROFILES: The multi-purpose no flange profile that has been designed to cater for brick and block walls of widths from 60 to 250mm. Ideal for internal and external applications where both sides of the new wall are to be fair faced. MATERIAL: Stainless Steel Profiles:

0.7mm stainless steel to BS EN 10088/2 Grade 1.4301.

Mild Steel Profiles:

0.7mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

Coach Screws:

M6 x 50mm stainless steel.

Masonry Plugs:

High density polythene.

FINISH: Stainless steel or pre-galvanised mild steel with epoxy coated powder finish. INSTALLATION: • Use all specified fasteners. • Fasteners must be spaced evenly, unless otherwise specified, and installed into the bricks or block and not into mortar joints. • Insert wall ties provided at maximum 300mm centres, bedding the ties into the mortar joints. • Detailed site work instructions are provided with each wall connector system. • In exposed locations it may be necessary to incorporate additional protection, for example the insertion of a vertical dpc.

Model No.

No. of Fixings Galvanised Stainless Steel C2KG

C2KS

6 82

Connector Width (mm)

Total Length (mm)

2240

New Wall Shear Thickness Strength1,2 (mm) 60 – 250

3.5 KN 5.0 KN

1. The design shear strength given relates to existing masonry of solid aerated concrete blocks of minimum crushing strength 3.5 N/mm2. 2. The C2KS and C2KG are supplied with 8 coach screws. The 5 KN shear strength with 8 coach screws is not covered by the BBA Certificate.

Masonry Connectors

Typical C2KG Installation

CJS/CJG

CEEJAY CONSTRUCTION JOINT FORMERS

CEEJAY JOINT FORMERS: • Provides for longitudinal and vertical masonry movement whilst maintaining lateral stability and providing fire protection if required. • Reduces the likelihood of unsightliness and error in movement joint construction. • Fast and simple to fit. • Independently tested and assessed to provide a safe working load in shear of 500N per tie. • Designed to meet the requirements of BS5628 Part 3 -Use of Masonry. • Fire rated Ceejays are colour coded and have been tested in accordance with BS476 Parts 20 & 22, achieving an integrity and insulation rating of 2 or 4 hours respectively.

CERTIFICATE No 03/4070

IN-LINE INSTALLATION: • Placed in continuous lengths of wall, typically at centres of 6m in blockwork and 10m in brickwork. Exact locations to be determined by designer. • Non-interchangeable ties ensure correct installation. Bonding ties provide a fixing to one side of the joint while sleeved ties allow for movement in the other side. NEW WALL INTERSECTION INSTALLATION: • Ceejay can be used to create construction joint positions at the intersection of two new walls when at right angles. • Short in-line tie packs make the necessary allowance for masonry thickness.

In Line CJ Installed

COLUMN FIX INSTALLATION: • May be fixed to existing masonry walls, concrete or steel framework. • Plug & screw pack and sleeved ties only used from the universal tie pack. MATERIAL: Stainless Steel Profiles

0.7mm stainless steel to BS EN 10088/2 Grade 1.4301

Mild Steel Profiles:

0.8mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275

Stainless Steel Ties:

1.5mm stainless steel to BS EN 10088/2 Grade 1.4301

Mild Steel Ties:

2.0mm mild steel to BS EN 10327:2004 DX51D+Z275 with Delta Coating.

Sleeves:

1.0mm PVC.

Coach Screws:

M6 x 50mm stainless steel or galvanised.

Masonry Plugs:

High density polythene.

FINISH: Stainless steel or pre-galvanised mild steel with black epoxy coated powder finish. HEAD RESTRAINT INSTALLATION: • Ceejay can be fixed to underside of beam/slab in line with the head of the wall. • Ties to be placed in alternate mortar joints. OPTIONS: Additional brick spacers are provided when expansion allowance is to be made for clay based bricks. TO ORDER:

Example:

Masonry Connectors

Galvanised Ceejay Construction joint former to suit 100mm blockwork with 2 hour fire rating. To be used as Column Fix. Products required are as follows: CJG100F2—Profile with 2 hour fire rating. CJGTPAK—Universal Tie Pack. CJGPSPAK—Fixing Pack. To be used with brickwork, replace fire rating code with brick spacer code. CJG100BS—Profile with brick spacer.

Sleeved Debonding Tie

CJ at the Intersection of New Walls

Column Fix Ceejay

Select Ceejay model no. from table (see page 73) to suit material requirement (galvanised or stainless steel), masonry width, fire rating. Fixing packs to suit installation.

CJS/CJG Model No Galvanised

Stainless Steel

CJG100

CJS100

CJG140

CJS140

CJG190

CJS190

Fire 1 Rating

F0 F2 F4 F0 F2 F4 F0 F2 F4

No.of Fixings2

Connector Width (mm)

Total Length (mm)

Masonry Width (mm)

2400

100

110

2400

125 – 150

170

2400

190 – 215

CEEJAY CONSTRUCTION JOINT FORMERS

1. F0 – None, F2 – 2 hours, F4 – 4 hours. 2. Number of fixings required for Column Installation.

Fixing Packs Galvanised

CJGTPK

CJGPSPAK

CJGILSTPK

Contents

Stainless Steel

Description

Universal Tie Pack 150mm Perforated Ties 150mm Sleeved Ties CJSTPK Washers Plug & Screw Pack Wall Plugs CJSPSPAK Coach Screws Short In-Line Tie Pack 75mm Perforated Ties CJSILSTPK 150mm Sleeved Ties

Qty. 5 5 6

CJ Installed in Head Restraint

6 6 5 5

CJ Installed in Steel Column

CJ Installed in Steel Column - Plan View

Masonry Connectors

CJ Installed in Head Restraint - Side View

CHANNELS AND TIES

SFC/TLT

• Used to restrain masonry panels back to supporting structure of the building. • Carries lateral loads back to the frame. • Ties designed for use with masonry bed joints in bonding, sleeved debonding and cavity formats.

SFC

MATERIAL: Stainless steel to BS EN 10088/2 Grade 304. Channel:

1.2mm pre-galvanised mild steel, to BS EN 10327:2004 DX51D+Z275. 1.2mm stainless steel to BS EN 10088/2 Grade 1.4301.

Tie:

2.0mm & 1.5mm pre-galvanised mild steel, to BS EN 10327:2004 DX51D+Z275. 1.5mm stainless steel to BS EN 10088/2 Grade 1.4301.

Sleeve:

1.0mm PVC.

Coach Screws:

Galvanised mild steel.

Masonry Plugs:

8mm diameter high density polythene.

FINISH: Channel:

Stainless steel, galvanised steel or galvanised mild steel with powder coated finish.

Ties:

Stainless steel or galvanised steel with Delta Coating.

PERFORMANCE: The SFJC when used in conjunction with the TLTS125C cavity tie has the following performance characteristics: 1. At 50mm clear cavity the declared tensile capacity to EN845-1 = 841 N. 2. With a maximum of 50mm insulation against the frame the declared compression capacity to EN845-1 = 512N.

TLTS Twist Lock Bonding Tie

This exceeds the capacity of a Type 5 & 6 Timber Frame Tie to DD140.

L Surface Fix Channel Model No. Galvanised Stainless Steel Steel

L (mm)

W (mm)

No of Ties Required1

Minimum Number of Fixings1

SFCG1200

SFCS1200

1200

SFCG2400

SFCS2400

2400

SFCG3000

SFCS3000

3000

TLTSD Twist Lock Debonding Tie

1. This number of fixings and ties is based upon a fixing and tie at 450 mm vertical centres.

Surface Fix Channel For Light Gauge Steel Framing L (mm)

W (mm)

No of Ties Required1

Minimum Number of Fixings1

SFCGP0800BSF

800

SFCGP1200BSF

1200

1. This number of fixings and ties is based upon a fixing and tie at 450 mm vertical centres.

Twist Lock Bonding Tie Model No. L (mm) Galvanised Steel Stainless Steel TLTG150 TLTS150 150

Masonry Connectors

Model No.

Twist Lock Debonding Tie Ties

TLTS125C Twist Lock Cavity Tie W (mm)

Sleeves

Galvanised Steel

Stainless Steel

L (mm)

W (mm)

L (mm)

W (mm)

TLTG150SD

TLTS150SD

150

140

Typical Installation Twist Lock Cavity Tie Model No. L (mm) Galvanised Steel Stainless Steel 125 N/A TLTS125C

W (mm) 42

Typical Installation - Plan View

Model No. Powder Coated Galvanised Steel

WBT

WINDOW BOARDTIE

STB/STDB

STRIP WALL TIES

Attaches window board to masonry wall. MATERIAL: 2.5mm pre-galvanised mild steel.

Model No.

L (mm)

WBT06

150

WBT

• • • •

Ties designed for use with masonry bed joints in bonding and sleeved debonding. Designed to have chamfered edges with safety in mind. Strip ties for continuous vertical joints. Available in galvanised or stainless steel.

STGB

STRIP BONDING TIES: • Generally used within alternate mortar bed joints of blockwork. • Bonding format for tying masonry together, eg collar jointed walls. STRIP DEBONDING TIES: • Used for the formation of traditional movement joints placed in mortar bed joints at 450 centres. • Debonding format allows for the construction of movement joints. 10 mm of sleeve overhang should be allowed for use in brickwork for expansion. MATERIAL: Stainless Steel: Mild steel: Sleeve:

1.5mm to BS EN 10088/2 Grade 1.4301. 1.5mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. 1.0mm PVC.

STGDB

FINISH: Stainless steel or pre-galvanised mild steel. INSTALLATION: Traditional movement joints may require the use of removable batten to achieve consistent width of the joint and will require suitable filler, or fire stop, materials built in during construction or inserted when the structure is completed.

Strip Bonding Tie Galvanised Steel STG200B

Stainless Steel STS200B

Model No.

Strip Debonding Tie Ties

L (mm) 200

W (mm) 42

Sleeves

Galvanised Steel

Stainless Steel

L (mm)

W (mm)

L (mm)

W (mm)

STG200DB

STS200DB

200

FT New galvanised Frame Tie provides enhanced mortar keying and reduces risk of injury from sharp edges. For use in fastening timber windows, door frames etc. to masonry.

GALVANISED FRAME TIES

Masonry Connectors

Model No.

MATERIAL: 1.5mm pre-galvanised mild steel. INSTALLATION: Designed for safety in handling and on site. Exposed corners with radius to eliminate sharp edges. Automated production ensures consistency of product and performance. Unique design provides enhanced mortar keying. Reinforced fixing holes. Pressed channel cross section ensures tie remains rigid. 22mm width fits easily in 25mm frame grooves.

Model No. FT150

L (mm) 100

FT200

150

FT250

200

Typical FT Installation showing use with traditional brick or block construction. 73

CAVITY WALL TIES & RETAINING CLIP

LWTS/IRC

CAVITY WALL TIES & RETAINING CLIP: • Improve the effective thickness of a wall under load. • Maintain the moisture break and thermal/sound insulation characteristics of cavity walls. • Designed, manufactured and tested to the BS requirements of DD140 parts 1 and 2.

IRC001

DD140 TYPE 3 CAVITY TIES: • General purpose ties suitable for cavity widths up to 75mm. • Suitable for use in masonry cavity walls of domestic houses and small commercial buildings up to 15m in height, where the basic wind speed does not exceed 44m/s. INSULATION RETAINING CLIP: • Suitable for use with all cavity wall ties. • Used to hold insulation material back to structure. SOUND RESISTANCE: As stated within the Approved Document E 2003 - Resistance to the Passage of Sound - wall ties used in external and separating cavity walls have to have a minimum value of dynamic stiffness to reduce the transmission of airborne noise. Ties are separated into Type A and Type B. • Type A: Can be used in separating walls and external walls subject to them also having the required structural capacity. They can be butterfly ties or other ties with a dynamic stiffness of less than 4.8 MN/cu.m • Type B: Can only be used in external cavity walls subject to them also having the required structural capacity. They can be butterfly ties or other ties with a dynamic stiffness of less than 113 MN/cu.m

LWTS

MATERIAL: Cavity Wall Ties:

Stainless steel to BS EN 10088/2 Grade 1.4301. Thickness as noted in table below. Black plastic.

Insulation Clip: INSTALLATION:

For cavity walls with a leaf thickness of 90mm or more, unless otherwise specified place ties at 900mm centres horizontally, 450mm centres vertically and staggered where possible to a minimum density to be 2.5 ties per square metre. Additional ties should be used at the unbonded vertical edges of an opening or at movement control joints. These should be placed 225mm from the joint, or opening, edge and at a maximum of 300mm centre to centre. Ties should be embedded into each leaf by at least 50mm, however to allow for normal tolerances of cavity widths this is usually increased. When using insulation batts, it may be necessary to reduce the horizontal tie spacing to 600mm centres.

Model No.

Description

Material

Cavity

L (mm)

LWTS IRC001

DD140 Type 3 Insulation Clip

0.6 x 18mm 75mm Diameter

75 —

205 —

Cavity

LWTS

50mm 75mm

BRICK-TO-TIMBER STAINLESS STEEL WALL TIES

• Offers an outstanding combination of performance and cost in a 50mm cavity brick-to-timber. • Exceeds the performance requirements for differential movement, compression and tension resistance. • Designed and tested in accordance with BS EN 845-1 and DD140:Part 2, Type 6 wall ties. Tests conducted at CERAM Building Technology. • Suitable for use in timber frame structures up to 4 storeys.

Masonry Connectors

Dynamic Stiffness Approval MN/cu.m Category 55 Type B Type B 27

BTS4

MATERIAL: Stainless steel to BS EN 10088/2 Grade 1.4301. INSTALLATION: Use 3.35 x 50mm stainless steel annular ring nails (supplied with tie).

Location

Density of Ties

Spacing

All South East of England and town and city sites where basic wind speed does not exceed 52m/sec

4.4 ties per m2

600x375mm

7 ties per m2

600x225mm

All sites where basic wind speed exceeds 52m/sec

Typical BTS4 Installation

BTS4

Model No.

PLASTERING ACCESSORIES Simpson Strong-Tie offers a range of Beads, Mesh and Archformers to satisfy the requirements of modern building design along with the needs of traditional repair and maintenance work.

ERS Bell End Render Stop Bead CORROSION PROTECTION • In normal circumstances matured plasterwork may be regarded as dry and therefore non-corrosive. Where galvanised beads are used the initial plaster drying out period should be kept to a minimum to reduce the risk of possible corrosion of the steel. • Stainless steel beads are specifically designed for cement based renders and should not be used with gypsum based plasters. • To prevent bimetallic corrosion ensure all metal fixings used in the installation are of the same material or are separated with a suitable plastic sheathing. • In general metal beads should be kept dry and stored flat. Care should also be taken to prevent accidental damage to the galvanised coating. • The use of water contaminated with soluble salts in plastering mixes should be avoided as should soluble chlorides as they are likely to increase the risk of metal corrosion. MATERIAL: Simpson Strong-Ties Plastering Accessories are manufactured from either: • Pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275, or • Austenitic Stainless Steel to BS EN 10088-2, Grade 1.4301.

SAB Angle Bead

Mild steel DX51D galvanised to Z275 is NOT suitable for external applications. Stainless Steel should only be used in external applications with the appropriate cement based renders. BRITISH STANDARDS Relevant current British Standards are as follows; • BS 1369: Part 1: 1987 - Steel Lathing for Internal Plastering and External Rendering • BS 5262: Part 1: 1991 - Code of Practice for External Rendering • BS 5492: Part 1: 1990 - Code of Practice for Internal Plastering • BS 6452: Part 1: 1984 - Beads for Internal Plastering and Dry Lining • BS 8000: Part 10: 1995 - Workmanship on Site: Code of Practice for Plastering and Rendering • BS8212: Part 1: 1995 - Code of Practice for Dry lining and Partitioning using Gypsum Plaster.

RBL

GENERAL INSTALLATION NOTES: • The most appropriate bead should be specified in accordance with the application, required plaster depth and desired finish. • Ensure that all metals components used in a given installation are of the same material type. • Always wear gloves when cutting or handling to prevent injury from sharp edges. • Beads and Mesh may be cut to size as required by using snips across the mesh and a hacksaw across the beads noses.

1. Pressing the bead's wings firmly into plaster dabs placed at approximately 600mm centres both sides of the arris. 2. The wings may be embedded into the first coat of plaster for normal two coat work. 3. Nailing to a background with galvanised, or stainless steel, nails. • The alignment of butt joints may be assisted by the application of headless nails, or wire of similar material, within the nosing. • When beads are used in conjunction with metal lath backgrounds, galvanised or stainless steel tying wire may be used. Ensure the wire material matches the bead and lath materials. All wire should be twisted tightly and the ends bent away from the finished face of the coating. (For lath fixing details refer to DML and RBL sections of catalogue)

Installation for Pre-Formed Archframes

• Avoid damage to beads when trowelling plaster or render.

Bead & Mesh

• Beads should be fixed in accordance with one of the following methods.

PSB/PEB/MVB/ERS • • • •

EDGE BEADS

Make plastering and rendering quicker and simpler. Products simply fixed with plaster dabs or nails. Edges, arrises, corners, joints and abutments all easier to form. Designed to minimise potential chipping, cracking and associated damage.

STOP BEAD • Provides a neat finish plaster/render edge wherever required. • Numerous applications internally and externally including those at openings, abutment of walls and for ceiling finishes. • 65mm wing. THIN COAT PERFORATED STOP BEAD • Provides a neat finished thin coat plaster edge wherever required. • Numerous applications internally including those at openings, abutment of walls and for ceiling finishes. • 30mm wing. MOVEMENT BEAD • Movement Bead consists of two lengths of Stop Bead linked with a white PVC extrusion. • Allows +/-3mm differential expansion or settlement movement between adjoining surfaces. • 140mm overall width. • 65mm wing. BELL END RENDER STOP BEAD • Designed to provide an aesthetic, enhanced weathering detail. • Provides reinforcement to resist impact damage. • Use galvanised steel for average/sheltered conditions. • Use stainless steel for exposed conditions. • 16-19mm render depth. • 45mm wing.

Model No. Dimensions Galvanised Stainless Steel Stop Bead PSB1024 — 10mm x 2.4m PSB1030 PSB1030S 10mm x 3.0m PSB1324 — 13mm x 2.4m PSB1330 PSB1330S 13mm x 3.0m PSB1624 — 16mm x 2.4m PSB1630 16mm x 3.0m PSB1630S PSB1930 PSB1930S 19mm x 3.0m Thin Coat Perforated Stop Bead PSB0324 — 3mm x 2.4m PSB0330 — 3mm x 3.0m PSB0624 — 6mm x 2.4m PSB0630 — 6mm x 3.0m Plasterboard Edge Bead PEB1030 — 9.5mm x 3.0m PEB1330 — 12.5mm x 3.0m Movement Bead MVB1030 — 10mm x 3.0m MVB1330 — 13mm x 3.0m MVB1630 MVB1630S 16mm x 3.0m Bell End Render Stop Bead ERS24 2.4m — ERS30 ERS30S 3.0m

PSB1 Stop Bead

PLASTERBOARD EDGE BEAD • Provides reinforcement for plasterboard edges. • Suitable for 9.5mm or 12.5mm plasterboard. • 25mm wing.

PSB0 Thin Coat Perforated Stop Bead

MATERIAL: 0.45mm stainless steel to BS EN 10088/2 Grade 1.4301. 0.45mm pre-galvanised Steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: Edge beads may be fixed by dabs or by masonry nails of similar material.

PEB Plasterboard Edge Bead

Bead & Mesh

ERS Bell End Render Stop Bead

MVB Movement Bead

Plasterboard Edge Bead: Fix the perforated wing flush to the board face before applying final skim coat. The bead may be reversed if required by fixing the wing to the board’s inner surface.

CORNER BEADS

SAB/TCB/MMB • • • •

SAB Angle Bead

ANGLE BEAD • Helps form a true straight arris. • Designed to prevent chipping and cracking to vulnerable corners. • 45mm wing provides an exceptional key for most types of plaster. • Use with 2 coat plaster application. • 13mm plaster depth. THIN COAT BEAD • Designed for use with one coat plaster application onto plasterboard and close-textured backgrounds. • Scalloped edge offers a superior key for thin coat plasterwork. • Suitable for a 3mm plaster finish providing reinforcement and protection where most needed. • 22mm wing.

TCB Thin Coat Bead

MINI MESH BEAD • Designed for use with one coat plasterwork down to a 3mm finish. • Fine mesh wings to provide an excellent plastering key. • Ideal for use on plasterboard and close-textured backgrounds. • 25mm wing. MATERIAL: 0.45mm stainless steel to BS EN 10088/2 Grade 1.4301. 0.45mm pre-galvanised steel to BS EN 10327:2004 DX51D+Z275. INSTALLATION: Installation usually achieved by pressing the wings firmly into plaster dabs placed at approximately 600mm centres both sides of the arris. The wings may alternatively be embedded into the first coat of plaster for normal two-coat work. Alignment of butt joints may be assisted by the application of headless nails or wire of similar material within the nosing, and fixing to metal lathing may also be made with wire of similar material. Beads may be cut to size as required by using a hacksaw and snips. Beads should be stored off the ground and in dry conditions during site work.

MMB Mini Mesh Bead Length (m)

2.4 2.4 3.0 3.0 2.4 3.0 2.4 3.0

1. W refers to 53mm wide wing version.

CBR • • • • •

Coiled for ease of handling. Helps provide added strength and stability to many masonry applications. Used primarily to resist local cracking under and over wall openings. To assist resistance to tensile stresses where settlement may occur. Easily incorporated into a normal mortar course.

MATERIAL: 0.45mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. 0.45mm stainless steel to BS EN 10088/2 Grade 1.4301.

MASONRY REINFORCEMENT MESH

Model No Galvanised

Stainless Steel

Dimensions

CBR2063

CBR2063S

63mm x 20m

CBR20112

CBR20112S

112mm x 20m

CBR20175

CBR20175S

175mm x 20m

CBR20228

CBR20228S

228mm x 20m

CBR20305

—

305mm x 20m

Bead & Mesh

Model No. Galvanised Stainless Steel Angle Bead SAB24 – SAB24W SAB24SW SAB30 SAB30S SAB30W SAB30SW Thin Coat Bead TCB24 – TCB30 – Mini Mesh Bead MMB24 – MMB30 –

CBR Masonry Reinforcement Mesh

Position the mesh within the masonry bed joints, providing a minimum of 25mm cover to external faces. Overlap by a minimum of 75mm if joining two lengths together. The mesh can be laid every third brickwork course for most reinforcement applications. 77

DML

EXPANDED METAL LATHING

• Ideal for use as a general reinforcement mesh. • Widely used as a backing to help prevent cracks from occurring where different materials meet. • Complies to BS 1369:Part 1: 1987 Specification for Expanded Metal Lathing.

DML Expanded Metal Lathing

MATERIAL: Pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. Stainless steel to BS EN 10088/2 Grade 1.4301. 26 gauge: 2.25 Ibs per square yard (1.22 Kg per square metre). FINISH: Galvanised or stainless steel. INSTALLATION: All metal components used in any particular application must be of the same material type. Gloves should be worn to protect hands from sharp metal edges. Fix with the mesh length running across the supports (at max 350mm centres) with strand sloping downwards and away from the face of the coating.

Expanded Metal Lathing

Timber: Using 7 mm headed plasterers nails 38mm long, or 32 x 2mm staples, fix to each support starting from the centre of sheet. Angle fixings away from the centre to give the lath the necessary tension. Steel: Bend 1.2mm tying wire into long “U”shapes and tie lath at 100mm centres by pulling tight and twisting. When cutting wire ends, ensure that they are not left near the surface of the plaster. Sheet ends should be overlapped by 50mm on supports and wired together at 150mm centres. Sheet sides should be overlapped by a minimum of 25mm and wired together at 150mm centres.

Model No. Galvanised

Stainless Steel

DML26

DML26S

Dimensions

Fixing installed at an angle to give necessary tension.

2400 x 700 x 0.45 mm

General Fixing Information for Fixing to Metal/Timber Supports Fixing to supports should be at 100mm centers.

End laps should be wired together at 150mm intervals

100mm

Bead & Mesh

25mm

Side laps should be not less than 25mm and should be wired together at 150mm intervals.

End laps should lap 50mm on supports.

RBL

RIB LATH

• Provides plaster backing for walls, ceilings and stud partitions. • Suitable for refurbishing the damaged, or deteriorated, face of masonry walls. MATERIAL: Pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275. Stainless steel to BS EN 10088/2 Grade 1.4301.

RBL

FINISH: Galvanised or stainless steel. INSTALLATION: All metal components used in any particular application must be of the same material type. Gloves should be worn to protect hands from sharp metal edges. Fixing of lath should follow BS 5492: 1990 Code of practice for Internal Plastering and BS 5262: 1991 Code of practice for External Rendering. The apex of rib lath should always be in contact with the fixing background. FIXING TO METAL OR TIMBER SUPPORTS Timber: Use 38 x 7mm plasterer’s nails or 32 x 2mm staples to fix with ribs running at 90° to timber studs which should be at a maximum 600mm centres. Metal: Use 1.63mm or two strands of 1.22mm galvanised mild steel wire to tie around the rib where it crosses each steel stud. Steel studs should be at maximum 600mm centres. To join sheets of Rib Lath, the edge ribs should be overlapped and the edges tied at 150mm centres with 1.22mm tying wire. Where the ends of the lathing finish in front of a support, overlap by 50mm, otherwise sheets should be overlapped by 100mm with two 1.63mm ties used with each overlapping rib. Fixing to solid backgrounds: The ribs of the lath should be held firmly against the background by the use of fixings placed at 600 mm centres. End edges should be overlapped by 50mm, side edges by 25mm and tied or screwed at 150mm centres.

Model No. Galvanised Stainless Steel RBL4 RBL4S

Dimensions 2460 x 600 x 0.4 mm

Sheet Weight (Kg) 3.22

Fixing RBL to Timber Supports using 38mm Staple

Fixing RBL to Metal Supports using Wire Tie

Fixing Expanded Metal Lathing to Solid Backgrounds

Bead & Mesh

Fixing RBL to Timber Supports using 38mm Nail

Material Weight (Kg/m2) 1.84

WP/COR/AM/CP/ESP/BSP • • • •

ARCH FORMERS

A high quality yet cost effective means of creating internal arches in masonry walls. Suits wall thickness up to 150mm as standard. Solid bead for durability and ease of plastering. Available in a variety of styles and sizes.

Figure 1

MATERIAL: 0.45mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+2275. INSTALLATION: • All fixings and instructions included. • Archformers are non-load bearing. If creating a new opening a lintel will be needed. Selection: Measure the brick to brick width and thickness of gap. If necessary, cut arch using snips and a hacksaw or use a bridging section (ref BSP450). If wall thickness exceeds 150mm, select extra Soffit Piece (ref ESP295) for wall thickness up to 400mm. Fixing: Remove plaster down to brickwork and mark centre point of the gap on both sides. Nail arch segments into place using, masonry nails provided, connecting beads at centre with joining pieces supplied. If provided, fit Soffit pieces between segments with screws, nails and joining pieces. For walls of thickness less than 150mm join overlapping fixed soffits with self-tapping screws provided. For walls thicker than 150mm use extra soffit piece (ref ESP295) in the same way as above. To adapt an arch to fit between two parallel walls, cut and use wooden battens as shown in figure 1. Plastering: When the arch frame is fully secured to the wall, use standard angle bead on vertical corners as usual and apply plaster directly to the mesh.

Installation for Pre-Formed Archformers

Fix to brickwork with fixings provided.

Bead & Mesh

Join soffit pieces together with fixings provided.

Use the connecting dowel supplied to join the bead of each section together.

Simply plaster, or render, over the Archformer using the bead edge as a guide to the perfect finish.

Measure the width of the opening, and the wall thickness, then choose the Archformer style in the size you need.

WP/COR/AM/CP/ESP/BSP • • • • •

A high quality yet cost-effective means of creating internal arches in masonry walls. Suit wall thickness of 90 – 150mm without cutting. Solid bead for durability and ease of plastering. Available in a wide variety of styles and sizes. All fixings and instructions included.

ARCH FORMERS

WP Warwick Semi-Circle

R W

Warwick Semi-Circle Model No WP0750 WP0800 WP0850 WP0875 WP0900 WP1000 WP1200 WP1500

Width (mm) 750 800 850 875 900 1000 1200 1500

Rise (mm) 375 400 425 438 450 500 600 750

Semi-Circle Corners Model No COR0750

Width (mm) 375

Rise (mm) 375

COR Semi-Circle Corners

R W

AM Archmake Semi-Circle

R W

Archmake Semi-Circle Model No AM0750

Width (mm) 750-1200

Rise (mm) 375

CP Classic Oval Classic Oval Model No CP1050 CP1200 CP1500 CP1800 CP2400

Width (mm) 1050 1200 1500 1800 2400

Rise (mm) 265 280 330 375 375

R W

ESP295 Extra Soffit Piece

Model No

Dimensions

ESP295

295mm x 1220mm for walls thicker than 150mm

Bridging Section Model No

Dimensions

BSP450

Extends the span of Warwick, Classic & Valencia arches by 450mm max

BSP450 Bridging Section

Bead & Mesh

Extra Soffit Piece

SPA

SOLE PLATE ANCHORS

This versatile anchor attaches timber sole plate to concrete foundations. MATERIAL: 1.0mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

SPA

INSTALLATION: • Due to its versatility, fasteners can be located where suitable. • The SPA anchor is laid on top of the dpc, lined up and shotfired to the concrete base. The timber is then laid down and secured with nails throughout the upright flange of the anchor. • Install sole plate with 3.35 dia. fasteners.

Typical SPA Installation

NAIL STOPPERS

Nail stoppers help prevent nails from piercing water pipes and electrical cables. Installs over utilities passing through timber studs.

MATERIAL: 1.5mm pre-galvanised mild steel. INSTALLATION: Use specified fasteners.

Typical NS Installation Model No

L (mm)

Fasteners

NS1 NS2

75 150

2 – 3.75 x 30 2 – 3.75 x 30

SPWG

SQUARE PLATE WASHERS

SPWG

Miscellaneous

MATERIAL: Pre-galvanised mild steel.

Model No.

Dimensions (mm)

Bolt Size

SPWG

50 x 50 x 2.5

M12

Notes: 3.75 x 30 refers to square twist fastener.

1ARB 300 mm long arrisrail brackets for connecting arrisrails to wooden posts. Suitable for use on 75 mm arrisrails.

1ARMAGAL Bracket

1ARBGAL

MATERIAL: 0.8mm pre-galvanised mild steel to BS EN 10327:2004 DX51D+Z275.

ARRISRAIL FENCING PRODUCTS

300 mm

HI MATERIAL: Mild steel. FINISH: Hot-dip galvanised.

Model Mat'l No (mm) HI3 3 HI4 HI5

SCROLLED HIP IRONS

HI 25

4 150

300

CLIP Allows hidden nailing for paneling. Includes nails.

Model No.

Dimensions W 2mm 3mm

MP Easy-to-use connector for timber splices, no nails required. For non-structural applications only; not for truss applications.

MP Installed

MATERIAL: 1.0mm pre-galvanised mild steel.

EN DI NG

E AT

US TR SE S

MP14

W 25

L 100

MP24

100

MP36

150

MENDING PLATE

Dimensions NOT FOR TRUSSES

Model No.

MENDING PLATES

T NO

CLIP2/250 CLIP3/250

CLIP Installed

CLIP

MATERIAL: Pre-galvanised mild steel.

WALL PANEL CLIPS

Miscellaneous

SIMPSON STRONG-TIE United Kingdom Office Winchester Road Cardinal Point Tamworth Staffordshire B78 3HG Tel: 01827 255600 Fax: 01827 255616

SIMPSON STRONG-TIE Zac des Quartre Chemins 85400 Sainte Gemme La Plaine, France Tel: (33) 25 12 84400 Fax: (33) 25 12 84401

SIMPSON STRONG-TIE A/S Boulstrup DK-8300 Odder Denmark Tel: (45) 87 81 74 00 Fax: (45) 87 81 74 09

SIMPSON STRONG-TIE GmbH Boschstrasse 9 D-28857 Syke Germany Tel: (49) 42 42 95940 Fax: (49) 42 42 60778

SIMPSON STRONG-TIE Head Office 4120 Dublin Blvd., Ste 400 Dublin, CA 94568 U.S.A. Tel: (1) 925 560 9000 Fax: (1) 925 833 1496

Catalog C-UK05 Effective 01/02/2005