<strong>Wood</strong> <strong>Construction</strong> <strong>Connectors</strong>HOW TO USE THIS CATALOG• NEW PRODUCTSNew products are shown withthe symbol. There are alsomany new sizes within existingmodel series.• CHANGES IN REDSignificant changes fromlast year’s catalog areindicated in red.HOW WE DETERMINEALLOWABLE LOADSAllowable loads in this catalog aredetermined using calculations and/or oneor more of the following methods:• a minimum of 3 static load testsin wood assemblies;• a minimum of 3 static load testsin steel jigs;• a minimum of 3 static load testsof products embedded in concreteor masonry.Where available, testing is performedto test criteria established by industry(ASTM or ICC-ES Acceptance Criteria)or if unavailable testing is per soundengineering principles. Some testsinclude only portions of a product suchas purlin anchor tests—only the embeddedhook is tested, not the nailed or boltedsection of the strap, which is calculated.Testing to determine allowable loads inthis catalog is not done on connectionsystems in buildings. Testing is conductedunder the supervision of an independentlaboratory. Typically the allowable load islimited to the lowest of ¹⁄₈" deflection, testultimate/3 or calculation value.For detailed information regarding howSimpson Strong-Tie tests specificproducts, contact Simpson Strong-Tie.EXTRA CORROSION PROTECTIONThis icon identifies products that are available with additional corrosion protection (ZMAX ® , Hot-DipGa<strong>lv</strong>anized, stainless steel or the SDS double-barrier coating). Other products may also be availablewith additional protection, contact Simpson Strong-Tie for options. The end of the product namewill indicate what type of extra corrosion protection is provided (Z = ZMAX, HDG = Hot-Dip Ga<strong>lv</strong>anizedor SS = stainless steel). See page 10-11 for information on corrosion, and visit our websitewww.strongtie.com/info for more technical information on this topic.CATALOG DEFINITION:Deflection: The distance a pointmoves when a load is applied.ModelNo.VALUE ENGINEEREDThis icon indicates a product that is preferable to similar connectors because ofa) easier installation, b) higher loads, c) lower installed cost, or a combination of these features.Model No.:This is the Simpsonproduct name.Nails: Thisshows the fastenerquantity and typerequired toachieve thetable loads.W L H NailsAllowable Design Loads: Themaximum load that a connectionis designed to provide. There maybe multiple design loads actingin different directions (up, down,lateral, perpendicular, etc.)imposed on a connection.UpliftAllowable LoadsLateral(160) DownUplift F 1 F 2 (100)DownCodeRef.EPB44A 3⁹⁄₁₆ 3 2³⁄₈ 8-16d 1100 815 935 2670 IL8EPB44 3⁹⁄₁₆ 3¹⁄₄ 2⁵⁄₁₆ 8-16d 800 985 1135 3465EPB46 5¹⁄₂ 3⁵⁄₁₆ 3 8-16d 800 985 1135 3465 IL8, L13EPB66 5¹⁄₂ 5¹⁄₂ 3 12-16d 1500 985 1135 3465Dimensions W, L, H:This shows the productdimensions (width, length andheight in this case) referencedin the product drawing.NAILS: 16d = 0.162" dia. x 3¹⁄₂" long.See page 16-17 for other nail sizes and information.Throughout this catalog a footnotewill typically be provided indicatingthe required nail diameter and length.All installations should be designedonly in accordance with the allowableload values set forth in this catalog.Code Ref: See page 12 for theCode Reference Key Chart, todetermine which code reportsinclude this product.6"EmbedmentLoad Duration:Assumed durationfactor used todetermine theallowable load.Product Drawing:Provides a graphicpresentation ofthe product withdimensionalinformation (oftencross referencedto the table).CORROSION INFORMATIONUnderstanding the IssuesMetal connectors, anchors, and fasteners will corrode and may lose loadcarryingcapacity when installed in corrosive environments or exposed tocorrosive materials. There are many environments and materials which maycause 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 impossibleto accurately predict if, or when, significant corrosion will begin or reach acritical level. This relative uncertainty makes it crucial that specifiers and usersbe knowledgeable of the potential risks and select a product coating or metalsuitable for the intended use. It is also important that regular maintenance andperiodic 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.In the last several years, preservative-treated wood formulations have changedsignificantly. Many of the new formulations are more corrosive to steelconnectors and fasteners than the traditionally used formulation of CCA-C.Simpson Strong-Tie testing has shown that ACQ-C, ACQ-D (Carbonate),CBA-A and CA-B treated woods are approximately 2 times more corrosivethan CCA-C, while SBX-DOT (Sodium Borate) treated woods were shownto be less corrosive than CCA-C. Refer to technical bulletin T-PTWOOD formore information (see page 191 for details).Due to the many different preservative formulations, fluctuating retention levels,moisture content, and because the formulations may vary regionally, or changewithout warning, understanding which connectors and fasteners to use withthese materials has become a complex task. We have attempted to providebasic knowledge on the subject here, but it is important to fully educateyourself by reviewing our technical bulletins on the topic, and also by viewinginformation and literature provided by others. This information pertains toSimpson Strong-Tie ® connectors only. For corrosion information on otherproduct lines, such as fasteners, see the specific Simpson Strong-Tie productline catalogs. Additionally, because the issue is evo<strong>lv</strong>ing, it is important toget the very latest connector information on the topic by visiting our websiteat 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 optionsto identify the safest and most cost-effective solutions. Based on our testingand experience there are some specific applications that are appropriatefor ZMAX/HDG or G90 connectors (see chart on page 11.)Because increased corrosion from some newer preservative-treated wood isa new issue with little historical data, we have to base our recommendationson the testing and experience we have to date. It is possible that as we learnmore, our recommendations may change, but these recommendations arebased on the best information we have at this time.C-<strong>2009</strong> © 2008 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/0810See www.strongtie.com/info for additional critical information.
<strong>Wood</strong> <strong>Construction</strong> <strong>Connectors</strong>CORROSION INFORMATIONGeneral Simpson Strong-Tie Recommendations• Outdoor environments are generally more corrosive to steel. If you chooseto use ZMAX ® or HDG finish on an outdoor project (i.e. deck, patio cover),you should periodically inspect your connectors and fasteners or have aprofessional inspection performed. Regular maintenance including waterproofingof 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 and MCQ, 0.41pcf for CBA-A, or 0.21 pcf for CA-B (Ground Contact), stainless-steel connectorsand fasteners are recommended. Verify actual retention level with the wood treater.• When using stainless-steel connectors, use stainless-steel fasteners.When using ZMAX/HDG ga<strong>lv</strong>anized connectors, use fasteners that meetthe specifications of ASTM A153.• Testing indicates wood installed dry reduces potential corrosion. If drywood is used, see our website for additional information.• Using a barrier membrane can provide additional corrosion protection,see technical bulletin T-PTBARRIER (see page 191 for details).Due to the many variables invo<strong>lv</strong>ed, Simpson Strong-Tie cannot provideestimates on service life of connectors, anchors or fasteners. We suggestthat all users and Designers also obtain recommendations for HDG, ZMAX(G185), mechanically ga<strong>lv</strong>anized, or other coatings from the treated woodsupplier for the type of wood used. However, as long as Simpson Strong-Tierecommendations are followed, we stand behind product performance andour standard warranty (page 15) applies.C-<strong>2009</strong> © 2008 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/08Guidelines for Selecting the Proper Connector1 Evaluate the Application.5Compare the treated-wood supplier’s recommendationwith the Simpson Strong-Tie recommendation.Consider the type of structure and how it will be used. These recommendationsmay not apply to non-structural applications such as fences.If these recommendations are different, Simpson Strong-Tie recommendsthat the most conservative recommendation be followed.2 Evaluate the Environment.Testing and experience indicate that indoor dry environments are less corrosivethan outdoor environments. Determining the type of environment where aconnector or fastener will be used is an important factor in selecting the mostappropriate material and finish for use on the connectors and fasteners. To helpin your decision making, consider the following general exposure information:Interior Dry Use: Includes wall and ceiling cavities, and raised floor applicationsof enclosed buildings that have been designed to ensure that condensation andother sources of moisture do not develop.Exterior – Dry: Includes outdoor installations in low rainfall environmentsand no regular exposure to moisture.Exterior – Wet: Includes outdoor installations in higher moisture andrainfall 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 stainlesssteel contains slightly more nickel than other grades, plus molybdenum,giving it better corrosion resistance in high-chloride environments.Evaluate and select a suitable preservative-treated wood for3the intended application and environment.The treated wood supplier should provide all the information needed regarding thewood being used. This information should include: the specific type of wood treatmentused, if ammonia was used in the treatment, and the chemical retention level.If the needed information is not provided then Simpson Strong-Tie would recommendthe use of stainless-steel connectors and fasteners. You should also askthe treated-wood supplier for a connector coating or material recommendation.Use the chart on the right, which was created based on4Simpson Strong-Tie testing and experience to select theconnector finish or material.If a preservative-treated wood product is not identified on the chart, Simpson Strong-Tiehas not evaluated test results regarding such product and therefore cannot makeany recommendation other than the use of stainless steel with that product.Manufacturers may independently provide test results or other product use information;Simpson Strong-Tie expresses no opinion regarding any such information.COATINGS AVAILABLESimpson Strong-Tie recommendations are as follows:Low = Use standard painted and G90 ga<strong>lv</strong>anized connectors, or Simpson Strong-Tie ®Strong-Drive ® screws (SDS) with the double-barrier coating, as a minimum.Med = Use ZMAX/HDG ga<strong>lv</strong>anized connectors as a minimum. Use HDG fasteners whichmeet the specifications of ASTM A153 or Simpson Strong-Tie ® Strong-Drive ®screws (SDS) with double-barrier coating.High 6 = Use Type 303, 304, 305 or 316 stainless-steel connectors and fasteners.CONNECTOR COATING RECOMMENDATION – STRUCTURAL APPLICATIONSEnvironmentUntreated<strong>Wood</strong>SBX/DOT&ZincBorateACQ-C, ACQ-D (Carbonate),CA-B & CBA-AMCQHigherNo WithChemicalAmmonia AmmoniaContent 1OtherACZA orUncertainInterior – Dry Low Low Low 5 Med 5 Med High High HighExterior – Dry Low N/A 2 Med Med High High High HighExterior – Wet Med N/A 2 Med 3,4 Med 3,4 High High High HighHigher Exposure High N/A 2 High High High High High HighUncertain High N/A 2 High High High High High High1. <strong>Wood</strong>s with actual retention levels greater than 0.40 pcf for ACQ and MCQ,0.41 pcf for CBA-A, or 0.21 pcf for CA-B (Ground Contact level).2. Borate treated woods are not appropriate for outdoor use.3. Test results indicate that ZMAX/HDG and the SDS double-barrier coating willperform adequately, subject to regular maintenance and periodic inspection.However, the nationally-approved test method used, AWPA E12-94, is anaccelerated 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 potentiallymore corrosive. If you suspect this or are uncertain, use stainless steel.5. Where noted in the table, applications where the wood is dry (moisturecontent less than 19%) when installed and will remain dry in-service mayuse a minimum coating recommendation of “Low”.6. Type 316 stainless-steel connectors and fasteners are the minimumrecommendation for ocean-salt air and other chloride environments.Not all products are available in all finishes.Contact Simpson Strong-Tie for product availability, ordering information and lead times.Finish/MaterialDescriptionLevel of CorrosionResistanceGray Paint Water-based paint intended to protect the product while it is warehoused and in transit to the jobsite. LowPowder Coating Baked on paint finish that is more durable than our standard paint and produces a better looking finished product. LowStandard G90 Zinc Coating Zinc ga<strong>lv</strong>anized coating containing 0.90 oz. of zinc per square foot of surface area (total both sides). LowDouble-Barrier Coating(SDS Screws)Ga<strong>lv</strong>anized (G185) 1.85 oz. of zinc per square foot of surface area (hot-dip ga<strong>lv</strong>anized per ASTM A653 total both sides).These products require hot-dip ga<strong>lv</strong>anized fasteners (fasteners which meet the specifications of ASTM A153).Products are hot-dip ga<strong>lv</strong>anized after fabrication (14 ga. and thicker). The coating weight increases with materialthickness. The minimum specified coating weight is 2.0 oz./ft 2 (per ASTM A123 total both sides). These productsrequire hot-dip ga<strong>lv</strong>anized fasteners (fasteners which meet the specifications of ASTM A153).Simpson Strong-Tie Strong-Drive screws (SDS) that are manufactured with two different finishes that providea level of corrosion protection that exceeds that provided by the previous HDG coating.<strong>Connectors</strong> 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.MediumMediumMediumHighSee Corrosion Information for more specific performance and application information on these finishes.11
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Solid Sawn Lumber ConnectorsFACE MO
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Solid Sawn Lumber ConnectorsFACE MO
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Solid Sawn Lumber Connectors64Solid
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Solid Sawn Lumber ConnectorsFACE MO
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Solid Sawn Lumber ConnectorsFACE MO
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Solid Sawn Lumber ConnectorsTOP FLA
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Solid Sawn Lumber ConnectorsTOP FLA
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Solid Sawn Lumber ConnectorsLSU/LSS
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Solid Sawn Lumber ConnectorsHRC Hip
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Solid Sawn Lumber ConnectorsSUR/SUL
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Engineered Wood & Structural Compos
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Glulam Beam ConnectorsLGU/MGU/HGU/H
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Glulam Beam ConnectorsTOP FLANGE HA
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Glulam Beam ConnectorsHCA Hinge Con
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Plated Truss ConnectorsLUS/MUS/HUS/
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Plated Truss ConnectorsHTU Face Mou
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Plated Truss ConnectorsW/WP/WM Plat
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Plated Truss ConnectorsTJC37 Jack T
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Plated Truss ConnectorsLTHJA26 Trus
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Plated Truss ConnectorsMSCPT Multip
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Plated Truss ConnectorsTHGB/THGBH/T
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Plated Truss ConnectorsMULTI-PLY WO
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Plated Truss ConnectorsTBE Truss Be
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Plated Truss ConnectorsHTC Heavy Tr
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Plated Truss ConnectorsGBC Gable Br
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Masonry ConnectorsHU/HUC/HSUR/L Han
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Masonry ConnectorsMBHA Masonry Hang
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Masonry ConnectorsMETA/HETA/HHETA/H
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Masonry ConnectorsMTSM/HTSM Twist S
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Straps & TiesHRS/ST/PS/HST/HTP/LSTA
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Straps & TiesHST/MST/MSTC/MSTA Stra
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Straps & TiesFSC Floor Span Connect
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Straps & TiesPCT Purlin Cross TiesD
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PLATELINEStraps & TiesH Seismic & H
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Straps & TiesH Seismic & Hurricane
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Straps & TiesLGT/MGT/VGT/HGT Girder
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Straps & TiesLTP4/LTP5/A34/A35 Fram
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Straps & TiesZ ClipsModelNo.GaDimen
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Decks & FencesDJT14Z Deck Joist Tie
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Decks & FencesE-Z Base /E-Z Mender
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MiscellaneousRTC/FWH Rigid Tie Conn
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MiscellaneousHSS/SS Stud ShoesMisce
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MiscellaneousWB/WBC/TWB/RCWB Wall B
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Architectural Products GroupARCHITE
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Architectural Products GroupARCHITE
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Architectural Products GroupARCHITE
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Wood Construction ConnectorsHANGER
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Wood Construction ConnectorsHANGER
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Wood Construction ConnectorsHANGER
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Wood Construction ConnectorsHANGER
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Wood Construction ConnectorsHANGER
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Wood Construction ConnectorsNOTESC-
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Wood Construction ConnectorsTECHNIC
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