CONECTORES 2011

WOOD CONSTRUCTIONCONNECTORS2011-2012C-2011

(800) 999-5099www.strongtie.com

Our Promise for Every Product We MakeAt Simpson Strong-Tie we are continually striving to introduce

innovative new products that advance construction technology. We

are equally committed to ful lling the Simpson Strong-Tie promise of

uncompromised quality, service and support with each new expansion to

our product offering. So we focus on quality and product performance,

documenting both with extensive testing done to the latest industry

standards. We train our people to become experts in supporting our

customers needs, providing unparalleled technical expertise for each

product line we offer. Our obligation to those who specify, install and rely

on our products is something everyone at Simpson Strong-Tie takes very

seriously. We recognize that the trust you put in our company and our

products is something we have to earn every day.

To learn more about all of our product lines, visit:

www.strongtie.com

and Support

ServiceQuality,

CONNECTORS

ANCHOR SYSTEMS

FASTENERS LATERAL SYSTEMS

Our interactions with designers over the years has provided us with a

wealth of insight into their needs. As a result, we offer a multi-faceted

approach to providing technical information where and when it is needed.

Our salespeople and eld engineers maintain regular contact with

engineers and architects, updating information and acting as a

valuable resource when questions arise.

Our in-house engineering department is available to help with

everything from simple questions to design assistance and problem

resolution.

Our regional branch of ces educate industry professionals about

our products and discuss pertinent design issues in free, regularly-

scheduled seminars. Visit us at www.strongtie.com for a complete

list of accredited seminars and on-line training programs.

We are happy to offer you the bene t of the knowledge we have gained

from testing a wide array of structural connections, anchorage designs

and structural systems.

Please dont hesitate to call.

Technically speakingWe have a lot to offer

Ever feel likeThings happen within a tight schedule on the jobsite and up-front

knowledge as well as effective question and issue resolution keeps work

moving in the right direction. Simpson Strong-Tie salespeople are jobsite

veterans who welcome the chance to get involved. Support such as crew

training before the project starts, application advice for installers and

resolution of inspection questions are all but a phone call away.

Some companies feel like their job ends once the product is sold, but to us,

thats where the fun begins.

you live on the jobsite?

Same here.

With just a few keystrokes youll nd that our website is a hub of

information when it comes to our products, and their application and

installation. But even better, we also offer content that makes our

customers jobs easier.

Selector softwareOur suite of Selector software will save you time when it comes to

choosing the right product for your application.

Connector Selector Anchor Selector

Strong-Wall Selector ATS Selector

Strong Frame Selector

Online Training CoursesInteractive learning tools that cover a wide variety of topics, and many

are eligible for Continuing Education Units (CEU) and Professional

Development Hours (PDH) credit. Topics range from product-based

installation training to clari cation of structural design issues.

Online Video LibraryInformational and training videos that provide valuable information about

our products and how they are installed. For added convenience and

compatibility with mobile devices, check out the Simpson Strong-Tie

channel on YouTube.

Drawing Files and Other ToolsDrawing details (in DWG, DXF and Revit formats), an AutoCAD menu

and handy wall- and truss-bracing calculators help speci ers include our

drawings in their plans as well as save time.

To learn more about all of our product lines, visit:

www.strongtie.com

Informationat your ngertips.

Revit and AutoCAD are registered trademarks of Autodesk, Inc.

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NEW PRODUCTS FOR 2011Wood Construction Connectors

Now there is a new fastening option for Simpson Strong-Tie connectors the new Strong-Drive SD Structural-Connector screw. Featuring an optimized shank specifically designed for use with our connectors, the SD screw has been tested and approved as a replacement for nails in some of our most popular products.

See pages 29-30 for more information and the list of approved connectors.

Strong-Drive SD Screw

The innovative AHEP serves as an installation aid as well as a structural purlin for step-down hip trusses in both wood and cold-formed steel applications. Accurately spacing and laterally restraining the flat section of truss top chords during installation, the AHEP remains in place to serve as a structural purlin, saving time and material cost.

See page 148 for more information.

AHEP Adjustable Hip-End Purlin

Our first strap to handle both compression and tension, the CTS is designed to repair wood members such as top plates, studs and trusses. The unique rolled-edge design allows it to span gaps as wide as 4 12" while still fitting on the narrow face of 2x lumber.


CTS218 Compression and Tension Strap

Simpson Strong-Tie is proud to introduce our first screw specifically designed to join multi-ply wood members: the SDW wood screw. Ideal for fastening multi-ply trusses, engineered-lumber products and solid-sawn lumber, the SDW installs easily with no predrilling and allows efficient single-side fastening.

See pages 128-130 for more information.

SDW Structural Wood Screw

Available in four- and five-seat versions, the new THJM provides an innovative method to carry radial-end jack framing without a welded hanger. Now the multi-plane, angled bay roofs over dining nooks and library alcoves can be constructed with added ease and efficiency.


THJM Multiple Truss Hip Jack Hanger

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NEW PRODUCTS FOR 2011Wood Construction Connectors

The PAB Pre-Assembled Anchor Bolt offers innovative design enhancements over traditional anchor-bolt designs. The plate washer at the embedded end is sandwiched between two fixed hex nuts to ensure the integrity of the anchor before the pour, and the information on the head stamp simplifies inspection.


PAB Pre-Assembled Anchor Bolt

Now there is a bolted holdown that offers the low-deflection performance of our pre-deflected holdowns: the HDB. Suitable for installation on or above the sill plate as well as back-to-back and compression applications, the HDB is ideal for shearwalls, braced wall panels and lateral applications.


HDB Holdowns

The THASR/L hangers provide height adjustability and field skewability, eliminating the need for a special-order truss hanger in many applications. Shipped at a 22 right or left skew, they can be field skewed up to 75.


THASR/L Adjustable/ Skewable Truss Hangers

The new ABL Anchor Bolt Locator enables the quick and secure placement of anchor bolts on concrete-deck forms prior to the pour. The steel chair ensures the code-required 1" standoff and also features a structural heavy-hex nut attached to the bottom to eliminate the need for a bottom nut on the anchor bolt.


ABL Anchor Bolt Locator

For wood and cold-formed steel framing, the new TSBR Spacer Restraint reduces time and material cost while satisfying the prescriptive recommendations of the WTCA/TPI BCSI. Featuring an easier minimum nailing option, the TSBR captures the on-center truss spacing and alignment and remains in place to be sheathed over, eliminating the need to remove wood bracing and creating a safer, and more stable work platform for sheathing crews.


TSBR Truss Spacer-Restraint

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ALPHABETICAL INDEXWood Construction Connectors

A Angle ...................................................... 181A34/A35 Anchor ........................................ 180AB/ABA/ABE/ABU Post Base ..................... 59ABL Anchor Bolt Locator ......................... 44ABS Anchor Bolt Stabilizer ......................... 44AC/ACE Post Cap ......................................... 65AHEP Adjustable Hip End Purlin ............. 148AM AnchorMate Bolt Holder .................... 44APG Architectural Products Group .... 195-199ACRYLIC-TIE Adhesive .............................. 48ATS Anchor Tiedown System ................... 71

B Hanger ........................ 81, 84-85, 110, 115, ........................ 117-118, 120-122, 201, 206BA Hanger ......... 81, 84, 110, 114, 116-118, 201BC Cap/Base ................................................ 64BCS Cap/Base ............................................. 64BP Bearing Plate .................................. 43, 195BT Brick Tie ................................................ 185

CB Column Base .......................... 63, 196-197CBQ Column Base ....................................... 62CBSQ Column Base ..................................... 62CC Column Cap ........................... 61, 196-197CCC Column Cap ......................................... 68CCCQ Column Cap ...................................... 68CCO Column Cap ......................................... 67CCOB Column Cap ...................................... 67CCOS Column Cap ...................................... 64CCQ/CCOQ Column Cap .............................. 66CCQM Column Cap ................................... 165CCT Column Cap ......................................... 68CCTQ Column Cap ....................................... 68CCTQM Column Cap ................................ 165CF-R Form Angle/Shelf Bracket ................ 188CJT Concealed Tie ..................................... 198CMST Coiled Strap .................................... 169CMSTC Coiled Strap .................................. 169CNW Coupler Nut ........................................ 42Continuous Load Path ............................ 216Corrosion Information ......................... 18-19CPS Composite Standoff .......................... 199CS Coiled Strap ......................................... 169CSC Clip ..................................................... 99CTS Compression Tension Strap .............. 190

DETAL Truss Anchor ......................... 161-162DJTZ Deck Tie ............................................ 185DPTZ Deck Tie ............................................ 183DS Drywall Stop ........................................ 188DSC Drag Strut Connector ....................... 142DSP Double Stud Plate ............................. 179DTC Roof Truss Clip ................................. 152DTT2 Deck Tension Tie ............................ 183DTT2Z Deck Tension Tie ............................ 50

ECC, ECCU Column Cap ............................. 67ECCL Column Cap ....................................... 68ECCLQ Column Cap .................................... 68ECCLQM Column Cap ............................... 165

ECCO Column Cap ...................................... 67ECCQ/ECCOQ Column Cap ......................... 66EG Hanger ................................... 95, 201, 208EGQ Hanger ................................ 112, 201, 208EPB Post Base ........................................... 60EPB44PHDG Post Base ............................. 60EPB44T Post Base ..................................... 60EPC Post Cap ............................................. 65EPS4Z Column Base ................................... 61ET Epoxy-Tie .............................................. 48E-Z Base (FPBB44) ................................ 187E-Z Mender (FPBM44) ........................... 187E-Z Spike (FPBS44) ............................... 187

F Hanger ..................................................... 91FAP Foundation Plate ................................ 31FB Fence Bracket ...................................... 186FBR Fence Bracket .................................... 186FC Framing Clip ........................................ 185FGTR Girder Tiedown ............................... 164FJA Anchor ................................................. 31FPBB44 (E-Z Base) ................................. 187FPBM44 (E-Z Mender) ........................... 187FPBS44 (E-Z Spike) ................................ 187FSA Anchor ................................................. 31FSC Strap .................................................. 170FSS Strap .................................................... 99FTA Floor Tie Anchor ............................... 171FWAZ Foundation Wall Angle ................... 35FWANZ Foundation Wall Angle ................ 35FWH Rigid Tie .......................................... 189

GA Angle ................................................... 182GB Hanger .......................... 94, 96, 201, 206GBC Gable Bracing .................................... 154GH Hanger .................................... 43, 201, 203GLB Beam Seat ........................................... 45GLBT Beam Seat ........................................ 45GLS Hanger .......................... 95-96, 201, 205GLT Hanger ......... 82, 84-85, 95-96, 201, 205GLTV Hanger .................. 112, 117-122, 201, 205

H Hurricane Ties ................ 159-160, 173-176Hanger Options ............................... 202-209HB Hanger .................. 110, 117-122, 201, 206HCA Hinge Connector ............................... 97HCP Hip Corner Plate .......................... 88, 126HCSTR Strap ............................................ 172HD Holdown ................................................ 54HDB Holdown .............................................. 54HDC Concentric Holdown .......................... 52HDQ Holdown ............................................. 51HDU Holdown ............................................. 50HETA Truss Anchor ............................ 161-162HETAL Truss Anchor ........................... 161-162HFN Hanger ................................................ 91HGA Gusset Angle .................................... 176HGAM Gusset Angle ......................... 159-160HGB Hanger ......................... 94, 96, 201, 206HGLB Beam Seat ........................................ 45

HGLS Hanger ........................ 95-96, 201, 205HGLT Hanger ....... 82, 84-85, 95-96, 201, 205HGLTV Hanger ............ 112, 117-122, 201, 205HGT Girder Tiedown ......................... 163, 178HGU Girder Hanger .............. 93, 107, 200, 209HGUM Girder Hanger ................. 157, 200, 209HGUQ Girder Truss Hanger ................ 135, 200HGUS Hanger ................................. 74-75, 92, ............... 101, 105-106, 132-133, 200, 204HH Hanger ................................................ 177HHB Hanger ....... 81, 84-85, 94, 96, 201, 206HHDQ Holdown ........................................... 51HHETA Truss Anchor .......................... 161-162HHGU Girder Hanger ............ 93, 107, 200, 209HHUS Hanger .......................... 74-75, 77, 101 ........................ 105-106, 132-133, 200, 204HIT Hanger ... 108-109, 115-116, 118-119, 201HL Strap Tie ....................................... 171, 197HL Heavy Angle .......................... 182, 196, 199HM Hurricane Tie ............................... 159-160HPA Purlin Anchor ..................................... 58HPAHD Holdown ......................................... 57HRC Connector ................................... 89, 124HRS Strap Tie ..................................... 166-167HRSZ Strap Tie ................................... 166-167HS Hurricane Tie ................................ 159-160HSA Strap .................................................. 168HSCNW Coupler Nut ................................... 42HSS Stud Shoe .......................................... 191HST Strap .................................... 166-168, 196HSUR/L Hanger ............. 87, 124-125, 156, 200HT Strap Tie ....................................... 196-197HTC Heavy Truss Clip ............................... 152HTPZ Strap Tie ................................... 166-167HTS Twist Strap ........................................ 177HTSM Twist Strap ..................................... 163HTT Tension Tie .......................................... 53HTU Hanger ......................... 134-135, 200, 204HU Hanger ...................................... 72, 74-79, ........................ 92, 101-106, 156, 200, 203HUC Hanger ... 72, 74-79, 92, 101-106, 156, 200HUCQ Hanger ............ 72, 92, 101, 105-106, 200HUITF Hanger ....................... 117-118, 201, 208HUS Hanger ............. 73-79, 101, 105, 132-133HUSC Concealed Hanger ................... 132, 200HUSTF Hanger .......................... 81, 83-85, 207HUTF Hanger ...... 81, 83-85, 96, 201, 207-208HW Hanger ... 82, 84-85, 94, 96, 111, 201, 207HWI Hanger ........................ 116-119, 122, 201HWU Hanger ............ 82, 94, 111, 117-122, 207

ICFVL Ledger System .............................. 194ITS Hanger .................. 108-109, 114-118, 201IUS Hanger ......................... 100, 102-103, 200IXP Anchor ................................................ 48

J/JP Jack Pier ............................................ 189JB Hanger .............................................. 81, 83

L Angle ...................................................... 182

This icon indicates a product that is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features.VALUE ENGINEERED

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ALPHABETICAL INDEXWood Construction Connectors

L Strap Tie ................................................. 171LB Hanger ............................................ 81, 201LBP Bearing Plate ...................................... 43LBV Hangers ............. 110, 114-120, 201, 206LCB Column Base ........................................ 63LCC Lally Column Cap ................................ 64LCE Post Cap ............................................... 65LEG Hanger ......................... 95, 196, 201, 208LFTA Floor Tie Anchor .............................. 171LGT Girder Tiedown ......................... 164, 178LGU Girder Hanger .............. 93, 107, 200, 209LGUM Girder Hanger ................ 157, 200, 209LMAZ Mudsill Anchor ................................. 34LPCZ Post Cap ........................................... 65LS Angle ................................................... 182LSC Light Stair-Stringer Connector ......... 184LSSU Hanger ..................................... 123, 200LSSUI Hanger ............................................ 123LSTA Strap Tie ................................. 166-167LSTHD Holdown .................................... 55-56LSTI Strap Tie .................................. 166-167LSU Hanger ........................................ 123, 200LTA2 Truss Anchor ............................ 159-160LTB Bridging ............................................. 192LTHJA Hanger ................................... 140, 200LTHMA Hanger .................................. 138, 200LTP Framing Anchor ................................ 180LTS Twist Strap ........................................ 177LTT/LTTI Tension Tie ................................. 53LU Hanger ............... 72, 74-75, 77-78, 80, 200LUCZ Hanger .................. 72, 74-75, 77-78, 200LUS Hanger ...................... 73-79, 132-133, 200

MA Mudsill Anchor .................................... 34MAB Mudsill Anchor .................................. 34MASA Mudsill Anchor ........................... 32-33MASAP Mudsill Anchor ......................... 32-33MASB Mudsill Anchor ................................ 34MBHA Masonry Hanger .......... 159, 201, 203MBHU Masonry Beam Hanger ................. 158MEG Hanger ......................... 95, 196, 201, 208META Truss Anchor .......................... 161-162Metric Conversion .................................... 23MGT Girder Tiedown ......................... 163, 178MGU Girder Hanger ............. 93, 107, 200, 209MIT Hanger ................. 108-109, 114-120, 201MIU Hanger ......................... 100, 102-104, 200ML Angles ................................................. 185MP Mending Plate .................................... 187MPAI Purlin Anchor .................................. 127MSC Hanger ....................................... 113, 201MSCPT Hanger ................................... 147, 201MST Strap Tie ................................... 166-168MSTA Strap Tie ................................. 166-168MSTAM Strap Tie ...................................... 162MSTC Strap Tie ..........................,...... 166-168MSTCB Strap Tie ...................................... 170MSTCM Strap Tie ...................................... 162MSTI Strap Tie ................................... 166-167MTHM/MTHM-2 Hanger ................... 141, 200MTS Twist Strap ........................................ 177MTSM Twist Strap .................................... 163Multi-Ply Screws ...................... 128-130, 144MUS Hanger ............................... 132-133, 200

Nails ....................................................... 24-25Nail Conversion ........................................ 24NCA Nailless Bridging ............................... 192NS, NSP Nail Stopper ............................... 190

O Strap Ties/Angles .................................. 197OCB, OCC Caps/Bases .............................. 197OHA Hangers ............................................ 197OHU Hangers ............................................ 198OL, OT, OHL, OHT Hangers ...................... 197OU Hangers ............................................... 197OS, OHS Hangers ...................................... 197

PA Holdown/ Purlin Anchor .................. 57-58PAB Anchor Bolt ........................................ 41PAHD Holdown ........................................... 57PAI Purlin Anchor ...................................... 127PAT Powder Actuated Tool .......................... 46PB, PBS Post Base ...................................... 61PBV Post Base .......................................... 199PC Post Cap ............................................... 65PCT Purlin Cross Tie ................................ 172PF Hanger .......................................... 89, 201PGT Pipe Grip Tie ..................................... 186PGT2E Pipe Grip Tie ................................. 186PGTIC Pipe Grip Tie ................................. 186PS Strap ..................................... 166-167, 196PSPNZ Protective Plate ........................... 190PSCL/PSCA Sheathing Clip ...................... 188

Quik Drive ..................................... 26-27, 144

RBC Roof Boundary Clip ......................... 181RC Ripper Clip ........................................... 127RCWB Wall Bracing .................................. 193RFB Retrofit Bolt .................................. 42, 46RP Retro Plate ............................................ 52RPS Strap Tie ............................................ 191RR Connector ............................................ 188RSP Stud Plate Tie ..................................... 179RTA/RTB/RTC/RTF/RTR/RTT/RTU Rigid Tie .............................................. 189

SA Strap .................................................... 168SB Anchor Bolts ................................... 36-37SBV Shelf Bracket .................................... 188SD Structural Connector Screw .......... 28-30SDS Screw .................................................. 28SDW Wood Screw ........................... 128-130SET Epoxy-Tie ............................................ 48SM1 Strap Holder ...................................... 44Software .................................................. 218SP, SPH Stud Plate Tie ............................. 179Special Order Plates .............................. 195SS Stud Shoe ........................................... 191SSP Single Stud Plate .............................. 179SSTB Anchor Bolt ................................ 38-40SSW Steel Strong-Wall Shearwall ............ 70ST Strap Tie ....................................... 166-167STC Roof Truss Clip ................................. 152STCT Roof Truss Clip ............................... 152STHD Holdown ..................................... 55-56StrapMate Strap Holder ......................... 44Strong-Bolt Wedge Anchor ..................... 49

Strong Frame Ordinary Moment Frame ... 69SUR/SUL Hanger .................. 87, 124-125, 200SW Wood Strong-Wall Shearwall ........... 70

T Strap Tie ................................................. 171TA Staircase Angle .................................... 184TB Tension Bridging ................................. 192TB Screw ..................................................... 27TBD Truss Brace ....................................... 149TBE Truss Enhancer .......................... 150-151TC Truss Connector ................................. 151THA Hanger ................................ 90, 131, 201THAC Hanger .............................. 90, 131, 201THAI Hanger ...................................... 107, 201THAR/L Truss Hanger .................. 90, 138, 201THASR/L Truss Hanger ..................... 137, 201THD Titen HD Anchor .......................... 46, 49THGB, THGBH Hanger ............... 146, 200, 205THGBV, THGBHV Hanger ................... 144-145THGQ, THGQH Hanger ............... 143, 200, 205THGW Hanger ........................................... 146THGWV Hanger .................................. 144-145THJA Hanger .................................... 140, 200THJM Hanger ............................................ 142THJU Hanger ............................. 139, 200, 204TJC37 Truss Connector ............................ 139TITEN Screw ............................................. 155TORQ-CUT Anchor ..................................... 49TP/TPA Tie Plate ...................................... 187TS Twist Strap ......................................... 169TSBR Truss Spacer .................................. 149TSF Truss Spacer .................................... 148TSP Stud Plate Tie ...................... 173-175, 179TSS Truss Seat .................................. 161-162TWB Wall Bracing .................................... 193

U Hanger .. 72, 74-80, 101-102, 104-105, 200, 203UFP Foundation Anchor ............................. 31

VB Knee Brace .......................................... 175VGT Variable Girder Tiedown ......... 164, 178VPA Connector ................................... 88, 126VTCR Valley Truss Clip ............................. 153

W Hanger .............. 82-85, 111, 136, 201, 207WB/WBC Wall Bracing ............................. 193WEDGE-ALL Wedge Anchor ..................... 49WI Hanger .......................... 115-116, 201, 207WM Hanger .................................. 82-85, 94, ......... 111, 114-117, 119-121, 136, 155, 201WMI Hanger .. 116, 118-119, 121-122, 155, 201WMU Hanger ......................... 82, 94, 111, 155WNP Hanger .......................... 82-85, 201, 207WNPU Hanger ................................... 201, 207WP Hanger ........................................... 94, 111, .................. 114-117, 119-121, 136, 201, 207WPI Hanger ........................ 116-122, 201, 207WPU Hanger ..82, 94, 111, 114, 117-120, 201, 207WSNTL Screw .............................................. 27WT Wedge Form Tie .................................. 40

Z Clip ......................................................... 182

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SUBJECT INDEXWood Construction Connectors

FASTENERSNails ..................................................... 24-25Fastener Types ..................................... 24-25Fastening Identification .............................. 25Screws ......................... 28-30, 128-130, 144Quik Drive Systems .....................26-27, 138Concrete/CMU ......................................... 155

CONCRETE CONNECTORSAnchor Adhesives ..................................... 48Anchor Bolts ....................................... 36-42Anchor Bolt Holders ................................... 44Beam Seats ................................................ 45Bearing Plates ....................................43, 195Column Caps ........................................... 165 Coupler Nuts .............................................. 42Foundation Anchors ................................... 31Hangers ..................................... 43, 155-159Holdowns ............................................. 55-57Hurricane Ties ..................................159-164ICF .......................................................... 194Ledger ..................................................... 194Mudsill Anchors ................................... 31-34Purlin Anchors ........................................... 58Truss Anchors ...................................159-162Truss Seats .......................................161-162Wedge Form Ties ....................................... 40

HOLDOWNS & TENSION TIESFloor Tie Anchors ..............................170-171Holdowns ............................................. 50-54

CAPS & BASESPost/Column Caps and Bases .............. 59-68

LATERAL SYSTEMSAnchor Tiedown System ............................ 71Steel Strong-Wall Shearwall .................... 70Wood Strong-Wall Shearwall ................... 70Strong Frame Moment Frame .................. 69

SOLID SAWN LUMBER CONNECTORSAdjustable Hangers ........................ 86, 88-90Concealed Joist Tie ................................. 198

Face Mount Hangers ............. 72-80, 197-198Rough Lumber Face Mount Hangers ........ 80Sloped/Skewed Connectors ........... 86-87, 90Top Flange Hangers ............................. 81-85

ENGINEERED WOOD & STRUCTURAL COMPOSITE LUMBER CONNECTORSAdjustable Hangers ......... 107, 123-124, 126Concealed Joist Tie ................................. 198Face Mount Hangers ........................ 100-106General Installation Info ........................... 98Purlin Anchors ........................................ 127SDW/Multi-Ply Members ................ 128-130Sloped/Skewed Connectors ............. 123-126Top Flange Hangers ......................... 108-122

GLULAM BEAM CONNECTORSConcealed Joist Tie ................................. 198Cross Tie Connectors ............................. 172Face Mount Hangers ............................ 92-93Hinge Connectors ..................................... 97Top Flange Hangers ............................. 94-96

PLATED TRUSS/TRUSS CONNECTORSAdjustable Hangers .................. 131, 137-138Bridging/Spacers/Braces .................. 148-149Special Order Plates .............................. 195Face Mount Hangers ........................ 131-135Gable End .............................................. 154Girder Hangers ..................................143-146Girder Tiedowns ...................... 163-164, 178Multi-Member Hangers ............ 138-142, 147Multi-Ply Wood Trusses ................... 128-130SDW/Multi-Ply Members ................. 128-130Top Flange Hangers ................................ 136Truss Bearing Enhancers ................. 150-151Truss Clips ....................................... 151-153

MASONRY CONNECTORSBrick Ties ................................................ 185Column Caps ........................................... 165Fastener .................................................. 155Hangers ........................................... 155-159Hurricane Connectors ...................... 159-164

Straps ...............................................162-163Truss Anchors .................................. 159-162

STRAPS & TIESAngles & Clips ................................. 181-182Hinge Connector Straps ............................ 97Hurricane Ties .................................. 173-176Straps ...................................... 166-170, 191

DECKS & FENCESAngles ..................................................... 185Deck Post Connectors ............................ 183Fence Products ................................ 186-187Joist Tie .................................................. 185Staircase Angle ....................................... 184

MISCELLANEOUSBrick Ties ............................................... 185Bridging .................................................. 192Compression Tension Straps .................. 190Custom Steel Plates ................................ 195Drywall Stops ......................................... 188Framing Clips ......................................... 185Floor Beam Leveler ................................. 189Hip Connectors .................................... 88-89Knee Brace ............................................. 175Mending Plates ....................................... 187Nail Stoppers .......................................... 190Panel Sheathing Clips ............................. 188Retro Plate ................................................ 52Ridge Rafter Connector ......................... 188Rigid Ties ................................................ 189Shelf Brackets ......................................... 188Stud Shoes ............................................. 191T & L Strap Ties ....................... 171, 196-197Tie Plates ................................................ 187Variable Pitch Connectors ..................88, 126 Wall Bracing ............................................ 193

ARCHITECTURAL PRODUCT GROUP (ORNAMENTAL) .................. 195-199

HANGER OPTIONS ........................... 200-209

KEEP THIS CATALOG IT IS VALID FOR TWO YEARS

Simpson Strong-Tie is now publishing the Wood Construction Connectors catalog every two years. In an effort to continue to provide our customers with current information on our ever-expanding product line, we will be publishing an addendum on years we dont print a catalog. The addendum will contain new product information, updated testing information and any other information needed to keep our customers up to date with our product line. As always, please be sure to visit our website regularly for updates that occur throughout the year www.strongtie.com.

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INTRODUCTIONWood Construction Connectors

Fasteners & Quik Drive Systems

Caps & Bases

Concrete Connectors& Anchors

Holdowns & Tension Ties

CONNECTOR SELECTION KEYProducts are divided into fifteen general categories, identified by tabs along the pages outer edge.

24-30

31-49

50-58

59-68

69-71

72-91

92-97

98-130

131-154

155-165

166-182

183-187

188-194

195-199

200-209

Lateral Systems

Solid Sawn Lumber Connectors

Engineered Wood &Structural CompositeLumber Connectors

Glulam BeamConnectors

Plated TrussConnectors

Masonry Connectors

Straps & Ties

Decks & Fences

Miscellaneous

Hanger Options

ArchitecturalProducts Group

Tom FitzmyersChief Executive Officer

Terry KingsfatherPresident

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.

THE SIMPSON STRONG-TIE QUALITY POLICY

GETTING FAST TECHNICAL SUPPORTWhen you call for engineering technical support, we can help you quickly if you have the following information at hand. This will help us to serve you promptly and efficiently. Which Simpson Strong-Tie catalog are you using? (See the front cover for the catalog number) Which Simpson Strong-Tie product are you using? What is your load requirement? What is the carried members width and height? What is the supporting members width and height? What is the carried and supporting members material and application?

800-999-5099 | www.strongtie.com

All Rights Reserved. This catalog may not be reproduced in whole or in part without the prior written approval of Simpson Strong-Tie Company Inc.

Simpson Strong-Tie is an ISO 9001-2008 registered company. ISO 9001-2008 is an internationally-recognized quality assurance system which lets our domestic and international customers know that they can count on the consistent quality of Simpson Strong-Tie products and services.

WE ARE ISO 9001-2008 REGISTERED

For more than 50 years, Simpson Strong-Tie has focused on creating structural products that help people build safer and stronger homes and buildings. A leader in structural systems research and technology, Simpson Strong-Tie is one of the largest suppliers of structural building products in the world. The Simpson Strong-Tie commitment to product development, engineering, testing and training is evident in the consistent quality and delivery of its products and services. Simpson Strong-Tie product lines include:

Structural connectors for wood and cold-formed-steel construction

Strong-Wall prefabricated shearwalls Strong Frame ordinary moment frames ATS Anchor Tiedown systems for

multi-story buildings

Quik Drive auto-feed screw driving systems Stainless-steel and corrosion-resistant

fasteners Simpson Strong-Tie Anchor Systems

anchors and fasteners for concrete and masonry

For more information, visit the companys Web site at www.strongtie.com.

The Simpson Strong-Tie Company Inc. No Equal pledge includes:

Quality products value-engineered for the lowest installed cost at the highest rated performance levels

Most thoroughly tested and evaluated products in the industry

Strategically-located manufacturing and warehouse facilities

National code agency listings Largest number of patented

connectors in the industry European locations with an

international sales team In-house R&D, and tool and

die professionals In-house product testing and

quality control engineers Member of AITC, ASTM,

ASCE, AWPA, ACI, AISC, CSI, ICFA, NBMDA, NLBMDA, SETMA, STAFDA, SREA, NFBA, WTCA and local engineering groups.

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Products that will be discontinued in 2011Simpson Strong-Tie is dedicated to continuously expanding our line of structural connectors with innovative new products that address the changing needs of our customers. As new connectors are introduced that improve upon older designs, it becomes necessary to discontinue the old versions in the name of efficiency and product-line simplicity.

The table below lists products that are no longer included in the Wood Construction Connectors catalog as well as the products recommended to replace them. While technical information for discontinued products will be maintained on our website for a number of months, Simpson Strong-Tie asks that our customers begin to substitute the replacement products shown below in their designs and inventories. While it is hard to say when they will no longer be available from our distribution partners, production of some of these connectors ended in late 2010 and others will be phased out of production in 2011.

For the most current information on discontinued products visit www.strongtie.com/discontinued. If you have questions about any of the products shown below, please call (800)999-5099 for assistance.

DISCONTINUED PRODUCTSWood Construction Connectors

DISCONTINUED PRODUCT REPLACEMENT PRODUCT (C-2011 Page #)

HOLDOWNS

HD2AHD3B (page 54)DTT2Z (page 50)HDU2 (page 50)

HD5A HD5B (page 54)HDU5 (page 50)



HD10A HDU11 (page 50)HD9B (page 54)

HD14A HDU14 (page 50)HD12 (page 54)

HD5 HD5B (page 54)HDU5 (page 50)



HDC5/22-SDS2.5 HDC10/22-SDS2.5(page 52)

HDC5/4-SDS2.5 HDC10/4-SDS2.5(page 52)

HDC10/22-SDS2.5(HDC10/4-SDS2.5 similar)

HDC5/22-SDS2.5(HDC5/4-SDS2.5 similar)

HDU5(HDU8 and

HDU11 similar)

HDU14(HDU2 and

HDU11 similar)

HD3B DTT2Z

HD10A(HD14A similar)

HD2A(HD5A and

HD6A similar)

HD8A

HD7 HD9HD5

HDU5(HDU8 and

HDU11 similar)

HD5B(HD7B and

HD9B similar)

HD5B(HD7B and

HD9B similar)

HD12

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DISCONTINUED PRODUCTSWood Construction Connectors

DISCONTINUED PRODUCT REPLACEMENT PRODUCT (C-2011 Page #)

STRAP-TIE HOLDOWNS

STHD8 LSTHD8 (page 55)

STHD8RJ LSTHD8RJ (page 55)

PAHD42 LSTHD8 (page 55)

HPAHD22 STHD10STHD14 (page 55)

HPAHD22-2P STHD14 (page 55)

MUDSILL ANCHORS

MAS MASA (page 32)

MASP MASAP (page 32)

MASPZ MASAPZ (page 32)

MASZ MASAZ (page 32)

DRAG STRUT CONNECTORS

DSC4L-SDS3 DSC5L (page 142)

DSC4R-SDS3 DSC5R (page 142)

HURRICANE TIES

H15 H10S (page 174)H16 (page 176)

H15-2 LGT2 (page 178)H16-2 (page 176)

LATERAL TRUSS ANCHOR

LTA1 LTA2 (page 160)

TRUSS HANGERS

THASR/L218 THASR/L29 (page 137)

THASR/L218-2 THASR/L29-2 (page 137)

THASR/L418 THASR/L422 (page 137)

TRUSS SPACERS

TSB2-16 TSBR2-16 (page 149)

TSB2-24 TSBR2-24 (page 149)

HPAHD22-2P

HPAHD22 HPAHD22

LTA1

H15(H15-2 similar)

DSC4R-SDS3(DSC4L-SDS3 similar)

DSC5L-SDS3(DSC5L-SDS3 similar)

THASR/L29(THASR/L29-2 similar)

THASR/L218(THASR/L218-2 similar) THASR/L422THASR/L418

LTA2

LGT2

H16(H16-2similar)

STHD10(STHD14similar)

TSBR

STHD8(STHD8RJ

similar)

STHD8( STHD8RJ

similar)

L(L(L(L

H10S

MAS MASAMASP MASAP

TSB

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ModelNo. W L H Nails

Allowable Loads (DF/SP)CodeRef.(160) Down

(100)Uplift F1 F2EPB44A 3 916 3 2 38 8-16d 1100 815 935 2670

IL8EPB44 3 916 3 14 2 516 8-16d 800 985 1135 3465EPB46 5 12 3 516 3 12-16d 800 985 1135 3465EPB66 5 12 5 12 3 12-16d 1500 985 1135 3465

NEW PRODUCTS New products are shown with the symbol. There are also many new sizes within existing model series.

CHANGES IN RED Significant changes from last years catalog are indicated in red.

EXTRA CORROSION PROTECTIONThis icon identifies products that are available with additional corrosion protection (ZMAX , Hot-Dip Galvanized, stainless steel or the SDS double-barrier coating). Other products may also be available with additional protection, contact Simpson Strong-Tie for options. The end of the product name will indicate what type of extra corrosion protection is provided (Z = ZMAX, HDG = Hot-Dip Galvanized or SS = stainless steel). See page 10-11 for information on corrosion, and visit our website www.strongtie.com/info for more technical information on this topic.

STRONG-DRIVE SD SCREW COMPATIBLEThis icon identifies products approved for installation with the Simpson Strong-Tie Strong-Drive SD structural-connector screw. See pages 29-30 for more information.

HOW WE DETERMINE ALLOWABLE LOADSAllowable loads in this catalog are determined using calculations and/or one or more of the following methods:

a minimum of 3 static load tests in wood assemblies; a minimum of 3 static load tests in steel jigs; a minimum of 3 static load tests of products embedded in concrete or masonry.

Where available, testing is performed to test criteria established by industry (ASTM or ICC-ES Acceptance Criteria) or if unavailable testing is per sound engineering principles. Some tests include only portions of a product such as purlin anchor testsonly the embedded hook is tested, not the nailed or bolted section of the strap, which is calculated. Testing to determine allowable loads in this catalog is not done on connection systems in buildings. Testing is conducted under the supervision of an independent laboratory. Typically the allowable load is limited to the lowest of 18" deflection, test ultimate/3 or calculation value.

For detailed information regarding how Simpson Strong-Tie tests specific products, contact Simpson Strong-Tie.

CATALOG DEFINITION:Deflection: The distance a point moves when a load is applied.

Nails: This shows the fastener quantity and type

required to achieve the table loads.

Uplift DownLateral

Allowable Design Loads: The maximum load that a connection is designed to provide. There may be multiple design loads acting in different directions (up, down, lateral, perpendicular, etc.) imposed on a connection.

Model No.: This is the Simpson Strong-Tie product name.

Dimensions W, L, H: This shows the product dimensions (width, length and height in this case) referenced in the product drawing.

NAILS: 16d = 0.162" dia. x 3 12" long.See page 24-25 for other nail sizes and information.

All installations should be designed only in accordance with the allowable load values set forth in this catalog.

Throughout this catalog a footnote will typically be provided indicating the required nail diameter and length.

6"Embed

ment

Product Drawing: Provides a graphic presentation of the product with dimensional information (often cross referenced to the table).

Load Duration: Assumed duration factor used to determine the allowable load.

Code Ref: See page 20 for the Code Reference Key Chart, to determine which code reports include this product.

VALUE ENGINEEREDThis icon indicates a product that is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features.

CORROSION INFORMATION

Understanding the Issues

See www.strongtie.com/info for additional critical information.

Metal connectors, anchors, and fasteners will corrode and may lose load-carrying capacity when installed in corrosive environments or exposed to corrosive materials. There are many environments and materials which may cause corrosion including ocean salt air, fire retardants, fumes, fertilizers, preservative-treated wood, dissimilar metals, and other corrosive elements.

The many variables present in a single building environment make it impossible to accurately predict if, or when, significant corrosion will begin or reach a critical level. This relative uncertainty makes it crucial that specifiers and users be knowledgeable of the potential risks and select a product coating or metal suitable for the intended use. It is also important that regular maintenance and periodic inspections are performed, especially for outdoor applications.

It is common to see some corrosion on connectors especially in outdoorapplications. Even stainless steel can corrode. The presence of some corrosiondoes not mean that load capacity has necessarily been affected or that a failurewill occur. If significant corrosion is apparent or suspected, then the wood,fasteners and connectors should be inspected by a professional engineer orgeneral contractor and may need to be replaced.

Preservative-treated wood formulations have changed significantly and some of the new formulations are more corrosive to steel connectors and fasteners than the traditionally used formulation of CCA-C. Simpson Strong-Tie testing has shown that ACQ-C, ACQ-D (Carbonate) and CA-B treated woods are approximately 2 times more corrosive than CCA-C, while SBX-DOT (Sodium Borate) treated woods were shown to be less corrosive than CCA-C. Refer to technical bulletin T-PTWOOD for more information (see page 215 for details).

Due to the many different preservative formulations, fluctuating retention levels, moisture content, and because the formulations may vary regionally, or change without warning, understanding which connectors and fasteners to use with these materials has become a complex task. We have attempted to provide basic knowledge on the subject here, but it is important to fully educate yourself by reviewing our technical bulletins on the topic, and also by viewing information and literature provided by others. This information pertains to Simpson Strong-Tie connectors only. For corrosion information on other product lines, such as fasteners, see the specific Simpson Strong-Tie product line catalogs. Additionally, because the issue is evolving, it is important to get the very latest connector information on the topic by visiting our website at www.strongtie.com/info.

Stainless steel is always the most effective solution to corrosion risk. However, it is also more expensive and sometimes more difficult to obtain. To best serve our customers, Simpson Strong-Tie is evaluating the options to identify the safest and most cost-effective solutions. Based on our testing and experience there are some specific applications that are appropriate for ZMAX/HDG or G90 connectors (see chart on page 19).

Because increased corrosion from some newer preservative-treated wood is a new issue with little historical data, we have to base our recommendations on the testing and experience we have to date. It is possible that as we learn more, our recommendations may change, but these recommendations are based on the best information we have at this time.

Wood Construction Connectors

HOW TO USE THIS CATALOG

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CORROSION INFORMATIONWood Construction Connectors

Outdoor environments are generally more corrosive to steel. If you choose to use ZMAX or HDG finish on an outdoor project (i.e. deck, patio cover), you should periodically inspect your connectors and fasteners or have a professional inspection performed. Regular maintenance including water- proofing of the wood used in your outdoor project is also a good practice. For wood with actual retention levels greater than 0.40 pcf for ACQ, 0.34 for MCQ, 01 pcf for CA-B, 0.15 pcf for CA-C and MCA or 0.14 pcf for CA-C (Ground Contact), stainless-steel connectors and fasteners are recommended. Verify actual retention level with the wood treater. When using stainless-steel connectors, use stainless-steel fasteners. When using applications require the use of ZMAX/HDG galvanized connectors, use fasteners with a coating that meets the specifications of ASTM A153 or equivalent coating offered on Simpson Strong-Tie fasteners.

Testing indicates wood installed dry (moisture content less than 19%) reduces potential corrosion. If dry wood is used, see our website for additional information. Using a barrier membrane can provide additional corrosion protection, see technical bulletin T-PTBARRIER (see page 215 for details).Due to the many variables involved, Simpson Strong-Tie cannot provide estimates on service life of connectors, anchors or fasteners. We suggest that all users and Designers also obtain recommendations for HDG, ZMAX (G185), mechanically galvanized, or other coatings from the treated wood supplier for the type of wood used. However, as long as Simpson Strong-Tie recommendations are followed, we stand behind product performance and our standard warranty (page 23) applies.

General Simpson Strong-Tie Recommendations

Simpson Strong-Tie recommendations are as follows:Low = Use standard painted and G90 galvanized connectors, or Simpson Strong-Tie Strong-Drive screws (SDS) with the double-barrier coating, as a minimum.

Med = Use ZMAX/HDG galvanized connectors as a minimum. Use HDG fasteners which meet the specifications of ASTM A153, Simpson Strong-Tie Strong-Drive SDS screws with double-barrier coating, or Strong-Drive SD screws with mechanical galvanization, class 55.

High6 = Use Type 303, 304, 305 or 316 stainless-steel connectors and fasteners.

1. Wood with actual retention levels greater than 0.40 pcf for ACQ, 0.34 for MCQ, 0.21 pcf for CA-B, 0.15 pcf for CA-C and MCA or 0.14 pcf for CA-C (Ground Contact).2. Borate treated woods are not appropriate for outdoor use.3. Test results indicate that ZMAX/HDG and the SDS double-barrier coating will perform adequately, subject to regular maintenance and periodic inspection. However, the nationally-recognized test method used, AWPA E12-94, is an accelerated test, so data over an extended period of time is not available. If uncertain, use stainless steel.4. Some treated wood may have excess surface chemicals making it potentially more corrosive. If you suspect this or are uncertain, use stainless steel.5. Type 316 stainless-steel connectors and fasteners are the minimum recommendation for ocean-salt air and other chloride environments.

Guidelines for Selecting the Proper Connector Evaluate the Application.Consider the type of structure and how it will be used. These recommendations may not apply to non-structural applications such as fences.

1 Compare the treated-wood suppliers recommendation with the Simpson Strong-Tie recommendation.

If these recommendations are different, Simpson Strong-Tie recommends that the most conservative recommendation be followed.

5

Evaluate the Environment.Testing and experience indicate that indoor dry environments are less corrosive than outdoor environments. Determining the type of environment where a connector or fastener will be used is an important factor in selecting the most appropriate material and finish for use on the connectors and fasteners. To help in your decision making, consider the following general exposure information:Interior Dry Use: Includes wall and ceiling cavities, and raised floor applications of enclosed buildings that have been designed to ensure that condensation and other sources of moisture do not develop.Exterior Dry: Includes outdoor installations in low rainfall environments and no regular exposure to moisture.Exterior Wet: Includes outdoor installations in higher moisture and rainfall environments.Higher Exposure Use: Includes exposure to ocean-salt air, fire retardants, large bodies of water, fumes, fertilizers, soil, some preservative-treated woods, industrial zones, acid rain, and other corrosive elements. Type 316 stainless steel contains slightly more nickel than other grades, plus molybdenum, giving it better corrosion resistance in high-chloride environments.

2

Evaluate and select a suitable preservative-treated wood for the intended application and environment.

The treated wood supplier should provide all the information needed regarding the wood being used. This information should include: the specific type of wood treat-ment used, if ammonia was used in the treatment, and the chemical retention level. If the needed information is not provided then Simpson Strong-Tie would recom-mend the use of stainless-steel connectors and fasteners. You should also ask the treated-wood supplier for a connector coating or material recommendation.

3

Use the chart on the right, which was created based on Simpson Strong-Tie testing and experience to select the

connector finish or material.If a preservative-treated wood product is not identified on the chart, Simpson Strong-Tie has not evaluated test results regarding such product and therefore cannot make any recommendation other than the use of stainless steel with that product. Manufacturers may independently provide test results or other product use infor-mation; Simpson Strong-Tie expresses no opinion regarding any such information.

4

CONNECTOR COATING RECOMMENDATION STRUCTURAL APPLICATIONS

Environment UntreatedWood

SBX/DOT

&Zinc

Borate

MCA/MCQ

ACQ-C, ACQ-D (Carbonate),CA-B, CA-C & CA-C

ACZAOther

orUncertainNo

AmmoniaWith

Ammonia

HigherChemicalContent1

Interior Dry Low Low Low Low Med High High High

Exterior Dry Low N/A2 Med Med High High High High

Exterior Wet Med N/A2 Med3,4 Med3,4 High High High High

Higher Exposure High N/A2 High High High High High High

Uncertain High N/A2 High High High High High High

COATINGS AVAILABLE Not all products are available in all finishes. Contact Simpson Strong-Tie for product availability, ordering information and lead times.

See Corrosion Information for more specific performance and application information on these finishes.

Finish/Material Description Level of Corrosion ResistanceGray Paint Water-based paint intended to protect the product while it is warehoused and in transit to the jobsite. Low

Powder Coating Baked on paint finish that is more durable than our standard paint and produces a better looking finished product. Low

Standard G90 Zinc Coating Zinc galvanized coating containing 0.90 oz. of zinc per square foot of surface area (total both sides). Low

Galvanized (G185) 1.85 oz. of zinc per square foot of surface area (hot-dip galvanized per ASTM A653 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153). Medium

Products are hot-dip galvanized after fabrication (14 ga. and thicker). The coating weight increases with material thickness. The minimum specified coating weight is 2.0 oz./ft2 (per ASTM A123 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153).

Medium

Mechanically-Galvanized Coating, Class 55

(SD screws)

Simpson Strong-Tie Strong-Drive SD structural-connector screws are manufactured with a mechanically-applied zinc coating in accordance with ASTM B695, Class 55 with a supplemental overcoat. These fasteners are compatible with painted and zinc-coated (G90 and ZMAX) connectors.

Medium

Double-Barrier Coating(SDS Screws)

Simpson Strong-Tie Strong-Drive SDS screws are manufactured with two different finishes that together provide a level of corrosion protection that equals that provided by the previous HDG coating. Medium

Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless-steel nails are required with stainless-steel products, and are available from Simpson Strong-Tie. High

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IMPORTANT INFORMATION & GENERAL NOTESWood Construction Connectors

CODESCODE REFERENCE KEY CHART

* Because code reports can be issued throughout the year, we encourage the user to visit www.strongtie.com, www.icc-es.org, www.ladbs.org, www.dsa.dgs.ca.gov, and www.floridabuilding.org for the most current information, call Simpson Strong-Tie at 800-999-5099, or contact the code agency directly.

Code Reference Column in Load TablesThe alpha-numeric Code Reference numbers that appear in the Code Reference column in load tables throughout this catalog are intended to identify products listed in evaluation agency reports, typically called code reports, and the specific reports that cover them. The letter designates which evaluation agency from which the report was obtained. The Code reference column, used in conjunction with the chart at right, indicates which code listing applies to a product. The reference numbers also clearly identify: Products submitted for evaluation report listing (160) Products with no evaluation report listing (170) Products not submitted because they have no load rating and an evaluation report listing is not necessary (180) Products that meet prescriptive or conventional construction code requirements (190)

Where a model has been submitted for listing (160) or does not have an evaluation report listing (170), Simpson Strong-Tie can supply complete test data to support our published loads. Please contact us for a copy of our product test documentation at (800) 999-5099. Product acceptance may be obtained through the Alternate Methods and Materials section of the applicable building code.

Some loads and applications may not be covered in the code report and specific reductions and restrictions may be required by other product evaluation agencies. Visit www.strongtie.com or visit the product evaluation agencies web sites for the current evaluation reports.

Simpson Strong-Tie connectors are recognized by most product evaluation agencies. Agencies that recognize some or all of our products include ICC-ES (formerly ICBO, BOCA, SBCCI); IAPMO ES; the City of Los Angeles, California; and State of Florida.

Multiple types of ICC-ES evaluation reports are shown in the Code Reference Key Chart. ICC-ES NER, ICC-ES ER, and ICC-ES ESR reports are referred to as Legacy Reports and have been obtained over the years to verify that Simpson Strong-Tie products are in compliance with the code. These Legacy reports were evaluated under the 1997 UBC and/or the 2000 IBC codes. In order to obtain evaluation for the newer I-codes, manufacturers must submit for ICC-ES ESR reports.

Simpson Strong-Tie currently maintains nearly 40 ICC-ES ESR reports evaluated to the 2006/2009 IBC and IRC. We continue to submit product information to ICC-ES in order to receive additional reports in compliance with these codes.

To help understand which of our stamped and welded connector products are listed in an ESR report, we have obtained an ICC-ES index evaluation services report, ICC-ES ESR-2523, for these products. This report is a reference document to other ESR reports held by Simpson Strong-Tie and will be updated frequently by ICC-ES as new stamped and welded connector evaluation services reports are issued or converted. Please visit www.strongtie.com for the latest information or contact ICC Evaluation Services at www.icc-es.org.

IAPMO Evaluation Service has been evaluating products for over 80 years and has the same ANSI accreditation as ICC Evaluation Services for evaluating structural building products to the building codes. IAPMO ES began evaluating structural building products in 2004, utilizing licensed structural engineers to perform quality reviews, and currently are reviewing many other manufacturers products. Please visit www.strongtie.com for the latest information or contact IAPMO Evaluation Services at www.iapmoes.org.

In November 2007 the Department of State Architecture, California, issued a revised IR 23-1. The Revised Interpretation of Regulation addresses and clarifies issues relating to Pre-fabricated Wood Construction Connectors. IR 23-1 defines the Purpose and Scope and clarifies Listing Requirements, Acceptable Load Capacities, Design Requirements, Installation Requirements and Connector Fabrication which addresses corrosion resistant material and/or coatings. Please contact the DSA at www.dsa.dgs.ca.gov/Publications/default.htm for more information.

On October 1, 2003, the State of Floridas Statewide Product Approval System became effective. The purpose of this system is to provide a single product evaluation and approval system that applies statewide to operate in coordination with the Florida Building Code. This Florida product evaluation and approval system is governed by Florida Statutes, Chapter 553, Section 553.842. Since this law specifies that the product approval system is to apply statewide, Notice of Acceptance are no longer necessary where a product has a statewide approval that is applicable in the High Velocity Hurricane Zone (HVHZ) and is installed in accordance with its conditions of use.

AGENCY CODE LISTINGCODE REF.

ICC-ES LEGACY

REPORTS

ER1211ER4935ER5313ER5349ER5357ER5655ER5672ER5708ER5709ER5952NER209NER393NER413NER432NER443NER499NER694

IL1IL2IL3IL4IL5IL6IL7IL8IL9IL11IL12IL13IL14IL15IL16IL18IL19

ICC-ES ESR

ESR-1866ESR-2203ESR-1622ESR-2105ESR-2236ESR-2330ESR-2549ESR-2551ESR-2552ESR-2553ESR-2554ESR-2604ESR-2605ESR-2606ESR-2607ESR-2608ESR-2613ESR-2614ESR-2615ESR-2616ESR-2877ESR-2555ESR-2611ESR-3046ESR-2920

I1I2I3I4I5I6I7I8I9I10I11I12I13I14I15I16I17I18I19I20I21I22I23I24I25

IAPMO ES ER

ER-112ER-130ER-143ER-192

IP1IP2IP3IP4

Submitted for Listing

Call us for Status and Test Data

160

No Code Listing

Call us for Test Data 170

No Load Rating 180

Prescriptive Code 190

AGENCY CODE LISTINGCODE REF.

City of Los

Angeles, California

RR 25711RR 25712RR 25713RR 25714RR 25716RR 25718RR 25719RR 25720RR 25725RR 25726RR 25800RR 25801RR 25802RR 25803RR 25804RR 25806RR 25807RR 25814RR 25818RR 25827RR 25828RR 25851

L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22

State of Florida

FL10849FL10852FL10854FL11496FL10441FL10655FL10447FL10531FL10856FL10444FL10860FL10861FL10446FL10864FL10456FL10865FL10667FL10866FL9589FL11166FL11169FL11468FL13904FL11478FL11470FL11473FL12708FL13326FL13628FL14101FL13975

F1F2F3F4F5F6F7F8F9F10F11F12F13F15F16F17F18F19F20F21F22F23F24F25F26F27F28F29F30F31F32

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IMPORTANT INFORMATION & GENERAL NOTES Wood Construction Connectors

Simpson Strong-Tie Company Inc. structural connectors, anchors, and other products are designed and tested to provide specified design loads. To obtain optimal performance from Simpson Strong-Tie Company Inc. products and achieve maximum allowable design load, the products must be properly installed and used in accordance with the installation instructions and design limits provided by Simpson Strong-Tie Company Inc. To ensure proper installation and use, designers and installers must carefully read the following General Notes, General Instructions For The Installer and General Instructions For The Designer, as well as consult the applicable catalog pages for specific product installation instructions and notes. Proper product installation requires careful attention to all notes and instructions, including these basic rules: 1. Be familiar with the application and correct use of the connector. 2. Follow all installation instructions provided in the applicable catalog, website, Installers Pocket Guide or any other Simpson Strong-Tie publications. 3. Install all required fasteners per installation instructions provided by Simpson Strong-Tie Company Inc.: a) use proper fastener type; b) use proper fastener quantity; c) fill all fastener holes; d) do not overdrive or underdrive nails, including when using gun nailers; and e) ensure screws are completely driven. 4. Only bend products that are specifically designed to be bent. For those products that required bending, do not bend more than once. 5. Cut joists to the correct length, do not short-cut. The gap between the end of the joist and the header material should be no greater than 18" unless otherwise noted.In addition to following the basic rules provided above as well as all notes, warnings and instructions provided in the catalog, installers, designers, engineers and consumers should consult the Simpson Strong-Tie Company Inc. website at www.strongtie.com to obtain additional design and installation information, including: Instructional builder/contractor training kits containing an instructional video, an instructor guide and a student guide in both English and Spanish;

Installers Pocket Guide (form S-INSTALL, see page 213 for details) which is designed specifically for installers and uses detailed graphics and minimal text in both English and Spanish to explain visually how to install many key products; Information on workshops Simpson Strong-Tie conducts at various training centers throughout the country; Product specific installation videos; Specialty catalogs; Code reports; Technical fliers and bulletins; Master format specifications; Material safety data sheets; Corrosion information; Connector selection guides for engineered wood products (by manufacturer); Simpson Strong-Tie Connector Selector software; Simpson Strong-Tie Autocad menu; Simpson Strong-Tie Strong-Wall Selector software; Simpson Strong-Tie Anchor Tiedown System Selector and anchor related software; and Answers to frequently asked questions and technical topics. Failure to follow fully all of the notes and instructions provided by Simpson Strong-Tie Company Inc. may result in improper installation of products. Improperly installed products may not perform to the specifications set forth in this catalog and may reduce a structures ability to resist the movement, stress, and loading that occurs from gravity loads as well as impact events such as earthquakes and high velocity winds.Simpson Strong-Tie Company Inc. does not guarantee the performance or safety of products that are modified, improperly installed or not used in accordance with the design and load limits set forth in this catalog.

WARNING

a. Simpson Strong-Tie Company Inc. reserves the right to change specifications, designs, and models without notice or liability for such changes. b. Steel used for each Simpson Strong-Tie product is individually selected based on the products steel specifications, including strength, thickness, formability, finish, and weldability. Contact Simpson Strong-Tie for steel information on specific products. c. Unless otherwise noted, dimensions are in inches, loads are in pounds. d. Unless otherwise noted, welds, screws, bolts and nails may not be combined to achieve highest load value. 8d (0.131"x2 12"), 10d (0.148"x3"), and 16d (0.162"x3 12") specify common nails that meet the requirements of ASTM F1667. When a shorter nail is specified, it will be noted (for example 8dx1 12). Refer to Simpson Strong-Tie Nailing Guide, NDS (National Design Specification) and ASTM F1667 (American Society of Testing and Materials) for more nail info. e. Do Not Overload. Do not exceed catalog allowable loads, which would jeopardize the connection.f. Unless otherwise noted, allowable loads are for Douglas Fir-Larch under continuously dry conditions. Allowable loads for other species or conditions must be adjusted according to the code. In many cases, Simpson Strong-Tie code reports will indicate loads derived from Doug Fir header material only. However under ICC-ES AC13, loads for Douglas Fir are the same as LVL, LSL, PSL, Glulams and Southern Pine, since the specific gravity of these wood species fall within the specific gravity range of the AC13 criteria. The section from the AC13 criteria indicating the range of specific gravity reads as follows: 3.2.3 The species of lumber used shall have a specific gravity not greater than 0.55 as determined in accordance with the NDS. This chart shows specific gravity for the different wood species: Species Fc Specific Gravity Douglas Fir-Larch (DF) 625 psi 0.50 Southern Pine (SP) 565 psi 0.55 Spruce-Pine-Fir (SPF) 425 psi 0.42 Hem Fir (HF) 405 psi 0.43 Glulam 560 psi 0.50 LVL (DF/SP) 750 psi 0.50 LSL (E=1.3x106) 680 psi 0.50 LSL (E1.5x106) 880 psi 0.50 Parallam PSL 750 psi 0.50g. Simpson Strong-Tie Company Inc. will manufacture non-catalog products provided prior approval is obtained and an engineering drawing is included with the order. Steel specified on the drawings as 18", 316", and 14" will be 11 gauge (0.120"), 7 ga (0.179"), and 3 gauge (0.239"), respectively. The minimum yield and tensile strengths are 33 ksi and 52 ksi, respectively. h. All references to bolts or machine bolts (MBs) are for structural quality through bolts (not lag screws or carriage bolts) equal to or better than ASTM Standard A307, Grade A. i. Unless otherwise noted, bending steel in the field may cause fractures at the bend line. Fractured steel will not carry load and must be replaced. j. A fastener that splits the wood 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 (2005 NDS 11.1.5.3) or use a 532" bit for SDS screws.k. Wood shrinks and expands as it loses and gains moisture, particularly perpendicular to its grain. Take wood shrinkage into account when designing and installing connections. Simpson Strong-Tie manufactures products to fit common dry lumber dimensions. If you need a connector with dimensions other than those listed in this catalog, Simpson Strong-Tie may be able to vary connector dimensions; contact Simpson Strong-Tie. The effects of wood shrinkage are increased in multiple lumber connections, such as floor-to-floor installations. This may result in the vertical rod nuts becoming loose, requiring post-installation tightening. (Contact Simpson Strong-Tie for information on Takeup Devices.)l. Top flange hangers may cause unevenness. Possible remedies should be evaluated by a professional and include using a face mount hanger, and routering the beam or cutting the subfloor to accommodate the top flange thickness. m. Built-up lumber (multiple members) must be fastened together to act as one unit to resist the applied load (excluding the connector fasteners). This must be determined by the Designer/Engineer of Record. n. Some model configurations may differ from those shown in this catalog. Contact Simpson Strong-Tie for details. o. Hanger Options (Simpson Strong-Tie Hanger Options Matrix and Hanger Option General Notes page 200-202) some combinations of hanger options are not available. 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 carried and carrying member limitations, before specifying the product. Fill all fastener holes with fastener types specified in the tables, unless otherwise noted. Hanger configurations, height, and fastener schedules may vary from the tables depending on joist size, skew and slope. See the allowable table load for the non-modified hanger, and adjust as indicated. Gauge may vary from that specified depending on the manufacturing process used. p. Simpson Strong-Tie will calculate the net height for a sloped seat. The customer must provide the H1 joist height before slope. q. Truss plates shown are not manufactured by Simpson Strong-Tie. r. Do not weld products listed in this catalog unless this publication specifically identifies a product as acceptable for welding, or unless specific approval for welding is provided in writing by Simpson Strong-Tie. Some steels have poor weldability and a tendency to crack when welded. Cracked steel will not carry load and must be replaced. See Simpson Strong-Tie Hanger Options Matrix and Hanger Option General Notes page 200-202 for hangers that may be welded. s. Unless noted otherwise, all references to standard cut washers refer to Type A plain washers (W) conforming to the dimensions shown in ASME B18.22.1 for the appropriate rod size. Some products require SAE narrow washers (N) to fit in a tight space and are noted accordingly.

GENERAL NOTESThese general notes are provided to ensure proper installation of Simpson Strong-Tie Company Inc. products and must be followed fully.

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IMPORTANT INFORMATION & GENERAL NOTESWood Construction Connectors

a. All specified fasteners must be installed according to the instructions in this catalog. Incorrect fastener quantity, size, placement, type, material, or finish may cause the connection to fail. Prior to using a particular fastener, please consult the Fastener Guide in this catalog. 16d fasteners are common nails (0.162" dia. x 3 12" long) and cannot be replaced with 16d sinkers (0.148" dia. x 3 14" long) for full load value unless otherwise specified. Unless otherwise noted screws may not be used to replace nails in connectors unless approved and recommended by the Designer/Engineer of Record. Unless stated otherwise, Simpson Strong-Tie cannot and does not make any representations regarding the suitability of use or load-carrying capacities of connectors with screws replacing nails. When using stainless-steel connectors, use stainless-steel fasteners. When using ZMAX/HDG galvanized connectors, use fasteners that meet the zinc coating specifications of ASTM A153 or other fasteners allowed in this catalog.b. Fill all fastener holes as specified in the installation instructions for that product. Refer to page 25 for the requirements of the various shapes of fastener hole. c. Do not overdrive nails. Overdriven nails reduce shear capacity. d. Use the materials specified in the installation instructions. Substitution of or failure to use specified materials may cause the connection to fail.e. Do not add fastener holes or otherwise modify Simpson Strong-Tie Company Inc. products. The performance of modified products may be substantially weakened. Simpson Strong-Tie will not warrant or guarantee the performance of such modified products. f. Install products in the position specified in the catalog.g. Do not alter installation procedures from those set forth in this catalog. h. The proper use of certain products requires that the product be bent. For those products, installers must not bend the product more than one time (one full cycle). i. Bolt holes shall be at least a minimum of 132" and no more than a maximum of 116" larger than the bolt diameter (per the 2005 NDS, section 11.1.2. and AISI NASPEC, section E3a if applicable).j. Install all specified fasteners before loading the connection. k. Some hardened fasteners may have premature failure if exposed to moisture. These fasteners are recommended to be used in dry interior applications. l. Use proper safety equipment. m. Welding galvanized steel may produce harmful fumes; follow proper welding procedures and safety precautions. Welding should be in accordance with A.W.S. (American Welding Society) standards. Unless otherwise noted Simpson Strong-Tie connectors cannot be welded.

n. Pneumatic or powder-actuated fasteners may deflect and injure the operator or others. Pneumatic nail tools may be used to install connectors, provided the correct quantity and type of nails (length and diameter) are properly installed in the nail holes. Tools with nail hole-locating mechanisms should be used. Follow the manufacturers instructions and use the appropriate safety equipment. Overdriving nails may reduce allowable loads. Contact Simpson Strong-Tie. Powder-actuated fasteners should not be used to install connectors. o. Joist shall bear completely on the connector seat, and the gap between the joist end and the header shall not exceed 18" per ICC-ES AC261, ASTM D1761 and ASTM D7147 test standards (unless specifically noted otherwise). p. For holdowns, anchor bolt nuts should be finger-tight plus 13 to 12 turn with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over-torque the nut. Impact wrenches should not be used as they may preload the holdown. q. Holdowns and Tension Ties may be raised off the sill as dictated by field conditions to accommodate an anchor mislocated no more than 1 12". The holdown shall be raised off the sill at least 3" for every 14" that the anchor is offset from the models centerline. Anchor bolt slope shall be no greater than 1:12 (or 5 degrees). Contact the Designer if the holdown anchor is offset more then 1 12" or raised more than 6". Raised holdown height is measured from the top of concrete to the top of the holdown bearing plate.r. Fasteners are permitted to be installed through metal truss plates when approved by the Truss Designer in accordance with ANSI/TPI 1-2007, Section 7.5.3.4 and 8.9.2. Installation of Simpson Strong-Tie Strong- Drive screws (SDS) through metal connector plates requires the plates to be pre-drilled using a maximum of a 532" bit. Do not drive nails through the truss plate on the opposite side of single-ply trusses which could force the plate off the truss. s. For cold-formed steel applications, all screws shall be installed in accordance with the screw manufacturers recommendations. All screws shall penetrate and protrude through the joined materials a minimum of 3 full exposed threads per AISI Standard for Cold Formed Steel Framing General Provisions, section D1.3, if applicable.t. Nuts shall be installed such that the end of the threaded rod or bolt is at least flush with the top of the nut.u. When installing hurricane ties on the inside of the wall special considerations must be taken to prevent condensation on the inside of the completed structure in cold climates.v. Unless otherwise noted, connectors shown in this catalog have been designed to be installed at the time the framing members are installed. Contact Simpson Strong-Tie for retrofit suitability of specific connectors including those manufactured in accordance with the hanger options section of this catalog.

GENERAL INSTRUCTIONS FOR THE INSTALLERThese general instructions for the installer are provided to ensure proper selection and installation of Simpson Strong-Tie Company Inc. products and must be followed carefully. These general instructions are in addition to the specific installation instructions and notes provided for each particular product, all of which should be consulted prior to and during installation of Simpson Strong-Tie Company Inc. products.

GENERAL INSTRUCTIONS FOR THE DESIGNER

a. The term Designer used throughout this catalog is intended to mean a licensed/certified building design professional, a licensed professional engineer, or a licensed architect. b. All connected members and related elements shall be designed by the Designer. c. All installations should be designed only in accordance with the allowable load values set forth in this catalog. d. Unless otherwise noted, connector allowable loads published in this catalog are limited to the lowest of: average recorded test load at 18" deflection, lowest ultimate recorded test load of 3 tests specimens divided by 3 (or the average of 6 specimens divided by 3), or the calculated value based on steel, wood bearing, and/or fastener capacity. e. When a connector is loaded simultaneously in more than one direction, the allowable load must be evaluated as shown here. For all connectors use the following equation: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate / Allowable Lateral Parallel to Plate + Design Lateral Perpendicular to Plate / Allowable Lateral Perpendicular to Plate < 1.0. The three terms in the unity equation are due to the possible directions that exist to generate force on a connector. The number of terms that must be considered for simultaneous loading is at the sole discretion of the Designer and is dependent on their method of calculating wind forces and the utilization of the connector within the structural system. As an alternate, certain roof to wall connectors (embedded truss anchors, pages 161 and 162, seismic and hurricane ties, pages 173-175, and twist straps, page 177) can be evaluated using the following: The design load in each direction shall not exceed the published allowable load in that direction multiplied by 0.75.f. Loads are based on the 2005 National Design Specifications (NDS) and the 2001 AISI Standard - North American Specification for the Design of Cold- Formed Steel Structural Members (NASPEC) if applicable, unless otherwise specified. Other code agencies may use different allowable loads.

g. Duration of load adjustments as specified by the code are as follows: FLOOR and DOWN (100)no increase for duration of load. SNOW (115)115% of design load for 2 month duration of load. ROOF LOAD (125)125% of design load for 7 day duration of load. EARTHQUAKE/WIND (160)160% of design load for earthquake/wind loading. h. Unless otherwise noted, wood shear is not considered in the loads given; reduce allowable loads when wood shear is limiting. i. Simpson Strong-Tie strongly recommends the following addition to construction drawings and specifications: Simpson Strong-Tie connectors are specifically required to meet the structural calculations of plan. Before substituting another brand, confirm load capacity based on reliable published testing data or calculations. The Engineer/Designer of Record should evaluate and give written approval for substitution prior to installation. j. Verify that the dimensions of the supporting member are sufficient to receive the specified fasteners, and develop the top flange bearing length. k. Some catalog illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not sufficiently reinforced. In this case, mechanical reinforcement should be considered. l. For holdowns, anchor bolt nuts should be finger-tight plus 13 to 12 turn with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over-torque the nut. Impact wrenches should not be used as they may preload the holdown. m. Simpson Strong-Tie will provide upon request code testing data on all products that have been code tested. n. The allowable loads published in this catalog are for use when utilizing the traditional Allowable Stress Design methodology. A method for using Load and Resistance Factor Design (LRFD) for wood has been published in AF&PA/ASCE 16. A method for using LRFD for cold-formed steel has also been published in the 2001 AISI NASPEC. When designing with LRFD, reference lateral resistances must be used. Contact Simpson Strong-Tie for reference lateral resistances of products listed in this catalog. For more information, refer to the American Forest and Paper Association Guideline

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CONECTORES 2011

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