<strong>Wood</strong> <strong>Construction</strong> <strong>Connectors</strong>IMPORTANT INFORMATION & GENERAL NOTES12CODESCode 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 listedin evaluation agency reports, typically called “code reports”, and the specific reportsthat cover them. The letter designates which evaluation agency from which the reportwas 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 clearlyidentify:• Products submitted for evaluation report listing (160)• Products with no evaluation report listing (170)• Products not submitted because they have no load rating andan evaluation report listing is not necessary (180)• Products that meet prescriptive or conventional constructioncode requirements (190)Where a model has been submitted for listing (160) or does not have an evaluationreport listing (170), Simpson Strong-Tie can supply complete test data to support ourpublished loads. Please contact us for a copy of our product test documentation at(800) 999-5099. Product acceptance may be obtained through the Alternate Methodsand Materials section of the applicable building code.Some loads and applications may not be covered in the code report and specificreductions and restrictions may be required by other product evaluation agencies.Visit www.strongtie.com or visit the product evaluation agencies’ web sites for thecurrent 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 ES reports are referred to as Legacy Reports andhave been obtained over the years to verify that Simpson Strong-Tie products are incompliance with the code. These Legacy reports were evaluated under the 1997 UBCand/or the 2000 IBC codes. In order to obtain evaluation for the 2003 or 2006 I-codes,manufacturers must submit for ICC-ES ESR reports.Simpson has many ICC-ES ESR reports, but currently not all products have beenevaluated per the latest codes. This does not mean that the information in those reportsis inaccurate. Simpson has submitted our Legacy Reports to ICC-ES to obtain productevaluation service reports (ESR’s) evaluated using the 2006 IBC/IRC, but due to thelarge number of reports they have to evaluate and new acceptance criteria (AC) thathave only recently been adopted, ICC-ES has not been able to process all the reportsin time for this catalog.It is anticipated that during the first and second quarter of <strong>2009</strong>, our remaining LegacyReports will be converted. To help understand which of our stamped and weldedconnector products are listed in an ESR report, we have obtained an ICC-ES indexevaluation services report, ICC-ES ESR-2523, for these products. This report is areference document to other ESR reports held by Simpson Strong-Tie and will beupdated frequently by ICC-ES as new stamped and welded connector evaluationservices reports are issued or converted. Please visit www.strongtie.com for thelatest information or contact ICC Evaluation Services at www.icc-es.org.IAPMO Evaluation Service has been evaluating products for over 80 years and hasthe same ANSI accreditation as ICC Evaluation Services for evaluating structuralbuilding products to the building codes. IAPMO ES began evaluating structuralbuilding products in 2004, utilizing licensed structural engineers to perform qualityreviews, and currently are reviewing many other manufacturers’ products. Pleasevisit www.strongtie.com for the latest information or contact IAPMO EvaluationServices at www.iapmoes.org.In November 2007 the Department of State Architecture, California, issued a revisedIR 23-1. The Revised Interpretation of Regulation addresses and clarifies issues relatingto Pre-fabricated <strong>Wood</strong> <strong>Construction</strong> <strong>Connectors</strong>. IR 23-1 defines the Purpose and Scopeand clarifies Listing Requirements, Acceptable Load Capacities, Design Requirements,Installation Requirements and Connector Fabrication which addresses corrosionresistant material and/or coatings. Please contact the DSA at www.dsa.dgs.ca.gov/Publications/default.htm for more information.On September 20, 2007, the City of Los Angeles, www.ladbs.org, revised its policyto permit products with evaluation reports from other evaluation agencies with theexception of those products resisting seismic forces. Products resisting seismicforces must be listed in a Los Angeles Research Report (LA RR).On October 1, 2003, the State of Florida’s Statewide Product Approval System becameeffective. The purpose of this system is to provide a single product evaluation andapproval system that applies statewide to operate in coordination with the FloridaBuilding Code. This Florida product evaluation and approval system is governed byFlorida Statutes, Chapter 553, Section 553.842. Since this law specifies that the productapproval system is to apply statewide, Notice of Acceptance are no longer necessarywhere a product has a statewide approval that is applicable in the High VelocityHurricane Zone (HVHZ) and is installed in accordance with its conditions of use.CODE REFERENCE KEY CHARTAGENCYICC-ESLEGACYREPORTSICC-ESESRIAPMO ESERSubmittedfor ListingNo CodeListingNo LoadRatingPrescriptiveCodeCODELISTINGER1211ER4935ER5313ER5349ER5357ER5655ER5672ER5708ER5709ER5938ER5952NER209NER393NER413NER432NER443NER469NER499NER6949603CESR-1866ESR-2203ESR-1622ESR-2105ESR-2236ESR-2330ESR-2549ESR-2551ESR-2552ESR-2553ESR-2554ESR-2604ESR-2605ESR-2606ESR-2607ESR-2608ESR-2613ESR-2614ESR-2615ESR-2616ER-112ER-130Call us forStatus andTest DataCall us forTest DataCODEREF.IL1IL2IL3IL4IL5IL6IL7IL8IL9IL10IL11IL12IL13IL14IL15IL16IL17IL18IL19IL20I1I2I3I4I5I6I7I8I9I10I11I12I13I14I15I16I17I18I19I20IP1IP2160*170— 180— 190AGENCYCity ofLosAngeles,CaliforniaState ofFloridaCODELISTINGRR 24949RR 25074RR 25076RR 25119RR 25158RR 25248RR 25281RR 25293RR 25528RR 25540RR 25568RR 25707RR 24818RR 25064RR 25149RR 25552RR 25711RR 25712RR 25713RR 25714RR 25716RR 25718RR 25719RR 25720RR 25725RR 25726FL10849FL10852FL10854FL11496FL10441FL10655FL10447FL10531FL10856FL10444FL10860FL10861FL10446FL10863FL10864FL10456FL10865FL10667FL10866FL9589FL11166FL11169CODEREF.L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26F1F2F3F4F5F6F7F8F9F10F11F12F13F14F15F16F17F18F19F20F21F22* As of the printing of this catalog, products coded 160 either havebeen submitted and are awaiting issuance from the respective productevaluation agency or are to be submitted. Because code reportscan be issued throughout the year, we encourage the user to visitwww.strongtie.com, www.icc-es.org, www.ladbs.org, www.dsa.dgs.ca.gov,and www.floridabuilding.org for the most current information, callSimpson Strong-Tie at 800-999-5099, or contact the code agency directly.C-<strong>2009</strong> © 2008 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/08
<strong>Wood</strong> <strong>Construction</strong> <strong>Connectors</strong>IMPORTANT INFORMATION & GENERAL NOTESWARNINGSimpson Strong-Tie Company Inc. structural connectors, anchors, and otherproducts are designed and tested to provide specified design loads. To obtainoptimal performance from Simpson Strong-Tie Company Inc. products andachieve maximum allowable design load, the products must be properlyinstalled and used in accordance with the installation instructions and designlimits provided by Simpson Strong-Tie Company Inc. To ensure properinstallation and use, designers and installers must carefully read the followingGeneral Notes, General Instructions For The Installer and General InstructionsFor The Designer, as well as consult the applicable catalog pages for specificproduct 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,Installer’s Pocket Guide or any other Simpson Strong-Tie publications.3. Install all required fasteners per installation instructions provided by SimpsonStrong-Tie Company Inc.: a) use proper fastener type; b) use proper fastenerquantity; 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 thoseproducts that required bending, do not bend more than once.5. Cut joists to the correct length, do not “short-cut”. The gap between theend of the joist and the header material should be no greater than ¹⁄₈"unless otherwise noted.In addition to following the basic rules provided above as well as all notes, warningsand instructions provided in the catalog, installers, designers, engineers andconsumers should consult the Simpson Strong-Tie Company Inc. website atwww.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;• Installer’s Pocket Guide (form S-INSTALL, see page 191 for details)which is designed specifically for installers and uses detailed graphicsand minimal text in both English and Spanish to explain visually howto install many key products;• Information on workshops Simpson Strong-Tie conducts atvarious 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 andanchor related software; and• Answers to frequently asked questions and technical topics.Failure to follow fully all of the notes and instructions provided by SimpsonStrong-Tie Company Inc. may result in improper installation of products.Improperly installed products may not perform to the specifications set forthin this catalog and may reduce a structure’s ability to resist the movement,stress, and loading that occurs from gravity loads as well as impact eventssuch as earthquakes and high velocity winds.Simpson Strong-Tie Company Inc. does not guarantee the performance orsafety of products that are modified, improperly installed or not used inaccordance with the design and load limits set forth in this catalog.C-<strong>2009</strong> © 2008 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/08GENERAL NOTESThese general notes are provided to ensure proper installation of Simpson Strong-Tie Company Inc. products and must be followed fully.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 selectedbased on the product’s steel specifications, including strength, thickness,formability, finish, and weldability. Contact Simpson Strong-Tie for steelinformation 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 combinedto achieve highest load value. 8d (0.131"x2¹⁄₂"), 10d (0.148"x3"), and 16d(0.162"x3¹⁄₂") specify common nails that meet the requirements of ASTMF1667. When a shorter nail is specified, it will be noted (for example 8dx1¹⁄₂).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 wouldjeopardize the connection.f. Unless otherwise noted, allowable loads are for Douglas Fir-Larch undercontinuously dry conditions. Allowable loads for other species or conditionsmust be adjusted according to the code. In many cases, Simpson Strong-Tiecode 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, Glulam’s and Southern Pine, since the specific gravity of thesewood species fall within the specific gravity range of the AC13 criteria.The section from the AC13 criteria indicating the range of specific gravityreads as follows: 3.2.3 The species of lumber used shall have a specificgravity 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 GravityDouglas Fir-Larch (DF) 625 psi 0.50Southern Pine (SP) 565 psi 0.55Spruce-Pine-Fir (SPF) 425 psi 0.42Hem Fir (HF) 405 psi 0.43Glulam 560 psi 0.50LVL (DF/SP) 750 psi 0.50LSL (E=1.3x10 6 ) 680 psi 0.50LSL (E>1.5x10 6 ) 880 psi 0.50Parallam ® PSL 750 psi 0.50g. Simpson Strong-Tie Company Inc. will manufacture non-catalog productsprovided prior approval is obtained and an engineering drawing is includedwith the order. Steel specified on the drawings as ¹⁄₈", ³⁄₁₆", and ¹⁄₄" will be11 gauge (0.120"), 7 ga (0.179"), and 3 gauge (0.239"), respectively. Theminimum yield and tensile strengths are 33 ksi and 52 ksi, respectively.h. All references to bolts or machine bolts (MBs) are for structural qualitythrough bolts (not lag screws or carriage bolts) equal to or better thanASTM Standard A307, Grade A.i. Unless otherwise noted, bending steel in the field may cause fractures atthe 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 splitsto determine if the connection will perform as required. Dry wood maysplit more easily and should be evaluated as required. If wood tends tosplit, consider pre-boring holes with diameters not exceeding .75 of thenail diameter (2005 NDS 11.1.5.3) or use a ⁵⁄₃₂" bit for SDS screws.k. <strong>Wood</strong> shrinks and expands as it loses and gains moisture, particularlyperpendicular to its grain. Take wood shrinkage into account whendesigning and installing connections. Simpson Strong-Tie manufacturesproducts to fit common dry lumber dimensions. If you need a connectorwith dimensions other than those listed in this catalog, Simpson Strong-Tiemay 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 nutsbecoming loose, requiring post-installation tightening. (Contact SimpsonStrong-Tie for information on Takeup Devices.)l. Top flange hangers may cause unevenness. Possible remedies shouldbe evaluated by a professional and include using a face mount hanger,and routering the beam or cutting the subfloor to accommodate the topflange thickness.m. Built-up lumber (multiple members) must be fastened together to act asone 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 HangerOption General Notes page 181-183) – some combinations of hanger optionsare not available. In some cases, combinations of these options may not beinstallable. Horizontal loads induced by sloped joists must be resisted byother members in the structural system. A qualified Designer must alwaysevaluate each connection, including carried and carrying member limitations,before specifying the product. Fill all fastener holes with fastener typesspecified 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, andadjust as indicated. Gauge may vary from that specified depending on themanufacturing process used.p. Simpson Strong-Tie will calculate the net height for a sloped seat. Thecustomer 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 specificallyidentifies a product as acceptable for welding, or unless specific approvalfor welding is provided in writing by Simpson Strong-Tie. Some steels havepoor weldability and a tendency to crack when welded. Cracked steel willnot carry load and must be replaced. See Simpson Strong-Tie HangerOptions Matrix and Hanger Option General Notes page 181-183 for hangersthat may be welded.s. Unless noted otherwise, all references to standard cut washers refer toType A plain washers (W) conforming to the dimensions shown in ASMEB18.22.1 for the appropriate rod size. Some products require SAE narrowwashers (N) to fit in a tight space and are noted accordingly.13
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- Page 56 and 57: Caps & BasesECCLQ/CCCQ/CCTQ Column
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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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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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