X 3 1/2" long. The published allowable load is the lower of the tested ultimate with a safety factor of 3, load at 18" deflection or the NDS fastener calculation limits. We have simplified our code references to make this catalog easier to use. When designing with LRF D, reference lateral resistances must be used. Threaded fasteners are evaluated per AC233 Alternate Dowel-Type Threaded Fasteners. Hangers sorted in order of recommended selection for best overall performance and installation value. A special-order worksheet for U/HU hangers. Fastener Production Information and Stuff & Things, Heavy Girder Hanger with Double-Shear Nailing, Extra-Heavy U-Shaped Hanger with Double-Shear Nailing, Heavy U-Shaped Hanger with Double-Shear Nailing, Light-Capacity U-Shaped Hanger with Double-Shear Nailing, Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, Wood Construction Connectors Technical and Installation Notes, C-C-2021 (Wood Construction Connectors), pages 102103, Contact Webmaster with questions or comments, Features speed prongs used to temporarily position and secure the connector for easier and faster installation, LUS-series hangers are tested, load rated and code compliant. Tabulated loads are based on installation into the wide face of a minimum. PrivacyPolicy, This product's information may differ depending on the category of use. Fasteners: Nail dimensions are listed diameter by length. Other nail schedules and loads are listed on product pages. Face-Mount Hangers over Wood Structural Panel. Conectores para la construccin con madera 20212023. Product evaluation agencies play an important role in the building industry providing an independent thirdparty review of architectural and structural products. Loads are based on the 2015/ 2018 NDS and AISI S100 if applicable, unless otherwise specified. Some tests include only portions of a product, such as purlin anchor tests, wherein only the embedded hook is tested, not the nailed or bolted section of the strap, which is calculated. Face-mount Hangers Installed Over Wood Structural Panel Sheathing. See the load values below. Some products available in ZMAX coating or stainless steel; see Corrosion Information. Galvanized. Reduce where other loads govern. In panelized roof construction, holdowns are used to anchor the concrete or masonry walls to the roof framing. Product evaluation agencies play an important role in the building industry providing an independent third-party review of architectural and structural products. PrivacyPolicy. For minimum nailing quantity and load values, fill all round holes; for maximum nailing quantity and load values, fill all round and trianglular holes. A wall chart for plated-truss connectors in English and Spanish. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Except where mandated by code, Simpson Strong-Tie products do not require special inspection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. Copyright 2022 Simpson Strong-Tie Company, Inc. Copyright 2022 Simpson Strong-Tie Company, Inc. A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors. Simpson StrongTie also has reports for the City of Los Angeles, California and the State of Florida. Copyright 2022 Simpson Strong-Tie Company, Inc. Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, Wood Construction Connectors Technical and Installation Notes, Face Mount Hangers: Load Tables for Solid-Sawn Lumber (Douglas Fir & Southern Pine), General Notes for Wood Construction Connectors, General Notes for Holdowns and Tension Ties, Fastening Identification Guide / Hole Types, Solid Sawn Lumber (Douglas Fir and Southern Pine), Solid Sawn Lumber (Spruce-Pine-Fir / Hem-Fir), Rough Lumber (Douglas Fir and Southern Pine), Double 2 1/16" x 11 7/8" Double 2 1/2" x 11 7/8", Wood Construction Connectors General Corrosion Information, Guidelines for Selecting the Proper Materials and Coatings for Wood Construction Connectors, Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors, Connectors Approved for Use with the Strong-Drive SD Structural-Connector Screw, Simpson Strong-Tie Connector Selector software, Contact Webmaster with questions or comments. Additional connections may be required to safely transfer the loads through the structure. Hangers sorted in order of recommended selection for best overall performance and installation value. Strong-Tie DIY - Projects for a strong and beautiful home. In this case, mechanical reinforcement should be considered. "SNOW" (115) 115% of design load for two month duration of load. We continue to submit product information to evaluation agencies in order to update reports or receive additional reports for products in compliance with the latest codes. X 3" long. A summary of the code references used is in the table below. By clicking "I AGREE" below, you are giving your consent for us to set cookies. Hangers with an * do not have an Installed Cost Index. You are currently viewing details related to Face-Mount Hangers for Solid Sawn Lumber. PrivacyPolicy. By clicking "I AGREE" below, you are giving your consent for us to set cookies. Cast-in-place concrete products are tested in accordance with ICC-ES AC398 Cast-in-Place, Cold-Formed Steel Connectors in Concrete for Light-Frame Construction or AC399 Cast-in-Place Proprietary Bolts in Concrete for Light-Frame Construction. Screw strength shall be calculated in accordance with AISI S100 Section J4, if applicable, or shall be based on the manufacturers design capacity determined from testing. Before substituting another brand, confirm load capacity based on reliable published testing data or calculations. Allowable Loads for Joist Hangers with Gaps. max. To accommodate a 1." fill all round and triangular holes. You can quickly determine whether a product has a code report by looking in the Code Reference column of the product load tables. Copyright 2022 Simpson Strong-Tie Company, Inc. Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, Wood Construction Connectors Technical and Installation Notes, Face-Mount Hangers: Load Tables for Rough Lumber (Douglas Fir and Southern Pine), General Notes for Wood Construction Connectors, General Notes for Holdowns and Tension Ties, Fastening Identification Guide / Hole Types, Solid Sawn Lumber (Douglas Fir and Southern Pine), Solid Sawn Lumber (Spruce-Pine-Fir / Hem-Fir), Rough Lumber (Douglas Fir and Southern Pine), Double 2 1/16" x 11 7/8" Double 2 1/2" x 11 7/8", Wood Construction Connectors General Corrosion Information, Guidelines for Selecting the Proper Materials and Coatings for Wood Construction Connectors, Contact Webmaster with questions or comments. The Engineer/Designer of Record should evaluate and give written approval for substitution prior to installation.. To determine which specific code report applies to a product and download a copy of the code report, you can use our Code Report Finder. You can also view product information related to the category: Add X to the model designation (e.g., HU28X) and specify rough width or height. PrivacyPolicy. Copyright 2022 Simpson Strong-Tie Company, Inc. Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, Wood Construction Connectors Technical and Installation Notes, Wood Construction Connectors General Instructions for the Designer, General Notes for Wood Construction Connectors, General Notes for Holdowns and Tension Ties, Fastening Identification Guide / Hole Types, Solid Sawn Lumber (Douglas Fir and Southern Pine), Solid Sawn Lumber (Spruce-Pine-Fir / Hem-Fir), Rough Lumber (Douglas Fir and Southern Pine), Double 2 1/16" x 11 7/8" Double 2 1/2" x 11 7/8", Wood Construction Connectors General Corrosion Information, Guidelines for Selecting the Proper Materials and Coatings for Wood Construction Connectors, page 10 of the Wood Construction Connectors Catalog, page 267 of the Wood Construction Connectors Catalog, Contact Webmaster with questions or comments. Copyright 2022 Simpson Strong-Tie Company, Inc. Wood Construction Connectors Technical and Installation Notes, Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, General Notes for Wood Construction Connectors, General Notes for Holdowns and Tension Ties, Fastening Identification Guide / Hole Types, Solid Sawn Lumber (Douglas Fir and Southern Pine), Solid Sawn Lumber (Spruce-Pine-Fir / Hem-Fir), Rough Lumber (Douglas Fir and Southern Pine), Double 2 1/16" x 11 7/8" Double 2 1/2" x 11 7/8", Wood Construction Connectors General Corrosion Information, Guidelines for Selecting the Proper Materials and Coatings for Wood Construction Connectors, Contact Webmaster with questions or comments. For SPF/HF, use 0.86 x DF/SP uplift load. For other flange thicknesses, apply load adjustment factors found in the table below. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers known as the narrow face. You can also view product information related to the category: Contact Simpson Strong-Tie for reference lateral resistances of products listed in this catalog. Un tui deux faces pour le Canada prsentant le matriel ncessaire pour un systme de terrasse et un systme dabri de terrasse. Allowable loads have been increased for earthquake or wind load durations with no further increase allowed. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails and 0.72 x DF/SP Uplift Load for products requiring screws. See, Some holdown models are available in stainless steel. The allowable loads published in this catalog are for use when utilizing the traditional Allowable Stress Design methodology. Verify that the dimensions of the supporting member are sufficient to receive the specified fasteners, and develop the top flange bearing length. For connections involving members with different specific gravities, use the allowable load corresponding to the lowest specific gravity in the connection, unless noted otherwise. Member must be thick enough to prevent opposing holdown fastener interference or the holdowns are offset to eliminate fastener interference. This widely used hanger features double-shear nailing that distributes the load through two points on each joist nail for greater strength. Building codes often require special inspection of anchors installed in concrete and masonry. We use cookies on this site to enhance your user experience. The most prominent architectural and structural building product certification companies are ICC Evaluation Service (ICC-ES) and IAPMO Uniform Evaluation Service (IAPMO UES), which are both ANSI-accredited to ISO Guide 65 General Requirements for Bodies Operating Product Certification Systems as product certification entities. Values do not consider combined axial and out-of-plane bending. Load reductions may apply when using headers comprised of multiple plies of dimensioned lumber or SCL. Des recommandations de produits plus rcentes sont incluses. Web stiffeners are required where noted in the table, or when the joist top flange isnt supported laterally by the hanger, or when it supports double Ijoists with flanges less than 1 5/16 thick. Evaluation is based on a minimum of three static load tests in wood assemblies. Tension values are valid for holdowns installed flush or raised off the sill plate. for HTT). SS16d = 0.162" dia. We use cookies on this site to enhance your user experience. When 0.148" x 3" nails are specified, use 0.148" x 2 1/2" nails into the header and 0.148" x 3" nails into the joist with no load reduction. By clicking "I AGREE" below, you are giving your consent for us to set cookies. All connected members and related elements shall be designed by the designer. Simpson StrongTie currently maintains more than 60 ICCES ESR and IAPMO UES ER reports evaluated to the 2006, 2009, 2012, 2015, 2018 and 2021 International Building Code (IBC) and International Residential Code (IRC). We use cookies on this site to enhance your user experience. Reduce where other loads govern. Fasteners are provided for both sides of the saddle. Copyright 2022 Simpson Strong-Tie Company, Inc. Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, Wood Construction Connectors Technical and Installation Notes, General Notes for Wood Construction Connectors, General Notes for Holdowns and Tension Ties, Fastening Identification Guide / Hole Types, Solid Sawn Lumber (Douglas Fir and Southern Pine), Solid Sawn Lumber (Spruce-Pine-Fir / Hem-Fir), Rough Lumber (Douglas Fir and Southern Pine), Double 2 1/16" x 11 7/8" Double 2 1/2" x 11 7/8", Wood Construction Connectors General Corrosion Information, Guidelines for Selecting the Proper Materials and Coatings for Wood Construction Connectors, Contact Webmaster with questions or comments. A flier providing product and installation information about the various Simpson Strong-Tie products available to serve the ICF Ledger Connector Systems in Canada. Conectores para la construccin con madera 20212023. We use cookies on this site to enhance your user experience. A summary of the code references used is in the table below. Anchor bolt nut should be finger tight plus 13 to 12 turn with a hand wrench, with consideration given to possible future wood shrinkage. Tension loads are based on net section assuming hole size equal to bolt diameter plus 116". For stainless-steel fasteners, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors. In light-frame construction, holdowns are typically used to resist uplift due to shearwall overturning or wind uplift forces. Reduce where other loads govern. Holdowns and tension ties represent key components that comprise a continuous load path. It is the designers responsibility to specify and detail all necessary connections to ensure that a continuous load path is provided as required by the building code. By clicking "I AGREE" below, you are giving your consent for us to set cookies. After the concrete has been placed, post-installed holdowns are attached to anchor bolts during wall framing. 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. Skews over 50 require a square-cut joist. Allowable downloads are based on a joist-bearing capacity of 750 psi. A method for using LRF D for cold-formed steel has also been published in the AISI S100-16. Simpson Strong-Tie currently maintains more than 60 ICC-ES ESR and IAPMO UES ER reports evaluated to the 2006, 2009, 2012, 2015, 2018 and 2021 International Building Code (IBC) and International Residential Code (IRC). You are currently viewing details related to Face-Mount Hangers for Solid Sawn Lumber. Designer must evaluate the allowable load of the wood member and the anchorage. Many of these products are approved for installation with Strong-Drive SD Connector screws. Evaluations use publicly developed criteria to determine if the product meets the intent of the building code. Reduce where other loads govern. Testing is conducted under the supervision of an independent laboratory. We use cookies on this site to enhance your user experience. We have simplified our code references to make this catalog easier to use. Effective post lengths, l, Perpendicular-to-grain allowable loads do not include the NDS Bearing Area Factor, C. Parallel-to-grain values listed. These general instructions for the designer are provided to ensure proper selection and installation of Simpson Strong-Tie Company Inc. products and must be followed carefully. Plated-Truss Connectors Installation Guide. Reinforcement for LUS Joist Hangers Using Strong-Drive SDWC TRUSS Screws. Simpson Strong-Tie also has reports for the City of Los Angeles, California and the State of Florida. PrivacyPolicy, This product's information may differ depending on the category of use. The LUS is an easy-to-install, economical hanger designed for common lumber sizes. El catlogo incluye informacin sobre nuevos productos, as como especificaciones e instrucciones de instalacin aplicables para conectores estructurales de madera a madera y de madera a concreto. A guide to deck building and for retrofitting safer, longer-lasting outdoor decks, with 2018 and 2021 IRC/IBC code-compliant solutions for using the latest anchors, connectors and fasteners. For minimum nailing quantity and load values, fill all round holes; for maximum nailing quantity and load values, Allowable Loads for Reduced Truss Heel Heights. We use cookies on this site to enhance your user experience. Defection at Allowable Tension Load is determined by testing on wood posts and includes fastener slip, holdown deformation and anchor rod elongation for holdowns installed 6" above top of concrete (4." PrivacyPolicy. By clicking "I AGREE" below, you are giving your consent for us to set cookies. For, The Designer must specify anchor bolt type, length and embedment. Many of these products are approved for installation with Strong-Drive SD Connector screws. For stainless-steel hangers, if sloped only or skewed only, use a smooth-shank stainless-steel reduction of 0.65. Uplift loads are based on DF/SP. This allows for fewer nails, faster installation and the use of all common nails for the same connection. Tabulated loads for bolted holdowns may be doubled when holdowns are installed on opposite sides of the wood member. Repair of LUS Joist Hangers Installed with 10dx1 1/2" Nails. Use all specified fasteners; see General Notes, Joists sloped up to 1/4:12 achieve table loads, When nailing into solid sawn carrying member's end grain, the allowable load is adjusted by a factor of 0.67, For ease of ordering, refer to technical bulletin. This face-mount hanger is engineered for strength and provides easy installation. We use cookies on this site to enhance your user experience. A technical bulletin featuring updated load tables of standard and double-shear face-mount joist hangers commonly used in Canadian truss construction. See Connectors Approved for Use with the Strong-Drive SD Structural-Connector Screw for more information. Joist nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Strong-Tie DIY - Proyectos para una casa resistente y hermosa. A technical bulletin providing information for selecting hangers for a truss-to-truss connection including technical information, illustrations and tables. Face-Mount Hangers for Plated Truss. HGLS saddle hanger allowable loads are for each stirrup. Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2014. A Complete Connector System for Building Decks. "EARTHQUAKE / WIND" (160) 160% of design load for earthquake/wind loading. We use cookies on this site to enhance your user experience. "ROOF LOAD" (125) 125% of design load for seven day duration of load. Holdowns can be separated into two categories post-installed or cast-in-place. See, Holdowns are for use in vertical or horizontal applications. Static load tests include holdown testing on steel jigs and wood assembly tests. Galvanized. When an I-joist is used as header, all nails must be 0.148" x 1 1/2", and allowable loads assume flanges that are at least 1 1/2" thick and made of Douglas fir, LVL, or LSL. Allowable Download = Seat x Flange x Stainless Steel Nails x Other Fastener Substitutions x Table Load Allowable Uplift = 0.75 x Face Fastener Type x Table Load for skewed or sloped 1.00 x Face Fastener Type x Table Load for non-skewed or non-sloped. PrivacyPolicy. See Fastener Design Information. Impact wrenches should not be used. Cb = Bearing Area Factor per NDS 3.10.4. Allowable loads in this catalog are determined by calculations and test criteria established by industry, such as ICC-ES Acceptance Criteria, IAPMO UES Evaluation Criteria and ASTM test standards. By clicking "I AGREE" below, you are giving your consent for us to set cookies. Cast-in-place holdowns, such as the STHD holdowns or the PA purlin anchors are installed at the time of concrete placement and attached to wood framing with nails. Care should be taken not to over-tighten the nut. Duration of load adjustments as specified by the code are as follows: Unless otherwise noted, wood shear is not considered in the loads given; reduce allowable loads when wood shear is limiting. Refer to. A technical bulletin discussing when face-mount and top-flange hangers can be used with an engineered rim board wood product. PrivacyPolicy, T = Bearing Length (post thickness) SDS screws are Simpson. PrivacyPolicy. Building officials can use product evaluation reports, often referred to as code reports, to review and approve product use on a project. A technical bulletin providing Simpson Strong-Tie connector, fastener and anchor solutions to meet the DCA6 provisions of the 2015 IRC for single-level, residential wood decks. Use all specified fasteners; see General Notes. SDS screws are. By clicking "I AGREE" below, you are giving your consent for us to set cookies. Post-installed holdowns have have allowable loads ranging from about 850 lb. We use cookies on this site to enhance your user experience. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Fasteners: Nail dimensions in the table are listed diameter by length. Un systme de connexion complet pour la construction de terrasses. A tearpad for Canada showing on one side the hardware needed for a deck system, and on the other side the hardware needed for a patio cover system. Fastener Production Information and Stuff & Things, Concealed Flange Light Face-Mount Joist Hanger, Heavy Concealed-Flange Face-Mount Joist Hanger, Heavy Concealed Flange Face-Mount Joist Hanger with SDS Screws, Soft-Story Retrofits for Building Resiliency, Repair, Protection & Strengthening Systems, Unreinforced Masonry (URM) Building Retrofit, Cross-Laminated Timber (CLT) & Mass Timber Connector Products, Anchoring Solutions for Value-Added Manufacturing, Component Manufacturers Software Solutions, Component Manufacturer Software Solutions, Federal Procurement & Domestic Content Programs, Outdoor Living: Where Great Backyards Begin, New Product Testing in a Virtual Environment, Simpson Strong-Tie Materials Demonstration Laboratory at Cal Poly, Simpson Strong-Tie Research and Testing Laboratory at WSU, Wood Construction Connectors Technical and Installation Notes, C-C-2021 (Wood Construction Connectors), pages 100101, Contact Webmaster with questions or comments, U-series hangers are tested, load rated and code compliant, The U series installs using several fastener selections with tested allowable loads.
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