0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 87 () 99 0 www.icc es.org ESR 9 Reissued 0/08 This report is subject to renewal 0/09. DIVISION: 0 00 00 WOOD, PLASTICS AND COMPOSITES SECTION: 0 0 WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: SIMPSON STRONG TIE COMPANY, INC. 9 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 988 EVALUATION SUBJECT: SIMPSON STRONG TIE FACE MOUNT HANGERS FOR WOOD FRAMING Look for the trusted marks of Conformity! 0 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 08 ICC Evaluation Service, LLC. All rights reserved.
ICC-ES Evaluation Report www.icc-es.org (800) -87 () 99-0 ESR-9 Reissued January 08 This report is subject to renewal January 09. A Subsidiary of the International Code Council DIVISION: 0 00 00 WOOD, PLASTICS, AND COMPOSITES Section: 0 0 Wood, Plastic, and Composite Fastenings REPORT HOLDER: SIMPSON STRONG-TIE COMPANY INC. 9 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 988 (800) 9-099 www.strongtie.com EVALUATION SUBJECT: SIMPSON STRONG-TIE FACE-MOUNT HANGERS FOR WOOD FRAMING.0 EVALUATION SCOPE Compliance with the following codes: 0, 009 and 00 International Building Code (IBC) 0, 009 and 00 International Residential Code (IRC) Property evaluated: Structural.0 USES The Simpson Strong-Tie face-mount hangers described in this report are used as wood framing connectors in accordance with Section 0.9. of the IBC. The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R0.. of the IRC..0 DESCRIPTION. General: The Simpson Strong-Tie face-mount hangers described in this report are U-shaped hangers that have prepunched holes for the installation of nails into the face of the supporting wood header or beam or ledger... LU Series Hangers: The LU series hangers are formed from No. 0 gage galvanized steel. See Table for hanger dimensions, required fasteners, and allowable loads; and Figure for a drawing of a typical LU series hanger... U Series Hangers: The U series hangers are formed from No. gage galvanized steel. See Table for the hanger dimensions, required fasteners, and allowable loads; and Figure for a drawing of a typical U series hanger... HU and HUC Series Hangers: The HU and HUC series hangers are formed from No. gage galvanized steel. HU hangers having a width equal to or greater than 9 / inches ( mm) are available with concealed flanges and are specified with the model designation HUC. See Table for the hanger dimensions, required fasteners, and allowable loads; and Figure a for a drawing of a typical HU series hanger and Figure b for an HUC hanger... LUS Series Hangers: The LUS series hangers are formed from No. 8 gage galvanized steel. The hangers have prepunched holes for the installation of nails that are driven at a -degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table for the hanger dimensions, required fasteners, and allowable loads; and Figure for a drawing of a typical LUS series hanger... MUS Joist Hanger: The MUS series hangers are formed from No. 8 gage galvanized steel. The U-shaped portion of the hangers has prepunched holes for the installation of joist nails that are driven at an angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table for the hanger dimensions, required fasteners, and allowable loads; Figure for a drawing of a typical MUS series hanger... HUS and HUSC Series Hangers: The HUS and HUSC series hangers are formed from No. gage galvanized steel with the exception of the HUS, HUSC, HUS8, HUSC8, HUS0, and HUSC0 hangers, which are formed from No. gage galvanized steel. The HUS models having a seat width (W) equal to 9 / inches (90 mm) are available with concealed flanges and are specified with the model designation HUSC. The hangers have prepunched holes for the installation of joist nails that are driven at a -degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table for the hanger dimensions, required fasteners, and allowable loads; and Figure for a drawing of a typical HUS series hanger...7 HHUS Series Hangers: The HHUS series hangers are formed from No. gage galvanized steel. The hangers have prepunched holes for the installation of joist nails that are driven at a -degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 7 for the hanger dimensions, required fasteners, and allowable loads; Figure 7 for a drawing of a typical HHUS series hanger. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 08 ICC Evaluation Service, LLC. All rights reserved. Page of
ESR-9 Most Widely Accepted and Trusted Page of..8 SUR/L and SUR/LC Series Hangers: The SUR/L series hangers are formed from No. gage galvanized steel. SUR and SUL are mirror-image identical hangers, skewed at degrees right and left, respectively. The -x and x SUR/L models are available with the A flanges concealed and are identified with the model designation SUR/LC. See Table 8 for the hanger dimensions, required fasteners, and allowable loads; and Figure 8 for a drawing of typical SUR/L series hangers...9 HSUR/L and HSUR/LC Series Hangers: The HSUR/L series hangers are formed from No. gage galvanized steel. SUR and SUL are mirror-image identical hangers, skewed at degrees right and left, respectively. The -x and x HSUR/L models are available with the A flanges concealed and are identified with the model designation HSUR/LC. See Table 9 for the hanger dimensions, required fasteners, and allowable loads; and Figure 9 for a drawing of typical HSUR/L series hangers...0 The HTU Series Hangers: The HTU hangers are designed to support trusses installed with full or partial heel heights and gaps between the truss and the supporting girders of up to, but not exceeding, / inch (.7 mm), as shown in Tables 0A and 0C, and / 8 inch (. mm) as shown in Table 0B. Minimum and maximum nailing options are given in Tables 0A, 0B, and 0C to address varying heel heights and support conditions. The HTU hangers are formed from No. gage galvanized steel. See Table 0A and Figures 0A and 0B for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the gap between the truss and the supporting girders is less than or equal to / inch (.7 mm). See Table 0B and Figures 0A and 0B for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the gap between the truss and the supporting girders is less than or equal to / 8 inch (. mm). See Table 0C and Figures 0A and 0C for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the minimum allowable number of nails is driven into the supporting girder, and the gap between the truss and supporting girder is less than or equal to / inch (.7 mm)... The LUCZ Series Hangers: The LUCZ hangers have concealed flanges to allow for installation near the end of a supporting member such as a ledger or header. The hangers are formed from No. 8 gage galvanized steel. See Table and Figure for hanger dimensions, required fastener schedule, allowable loads and a typical installation detail... The HGUS Series Hangers: The HGUS series hangers are formed from No. gage galvanized steel. The hangers have prepunched holes for the installation of nails that are driven at a degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table for the HGUS series hanger model numbers, hanger dimensions, required fasteners, and allowable loads; and Figure for a drawing of a typical HGS hanger.. Materials:.. Steel: All hangers described in this report, with the exception of the HTU and HGUS series hangers, are manufactured from galvanized steel complying with ASTM A, SS designation, Grade with a minimum yield strength, F y, of,000 psi (7 MPa) and a minimum tensile strength, F u, of,000 psi (0 MPa). The HTU and HGUS series hangers are manufactured from galvanized steel complying with ASTM A SS designation, Grade 0 with a minimum yield strength, F y, of 0,000 psi (7 MPa) and a minimum tensile strength, F u, of,000 psi (79 MPa). Minimum base-steel thicknesses for the hangers in this report are as follows: NOMINAL THICKNESS (gage) MINIMUM BASE-METAL THICKNESS (inch) No. 0.097 No. 0.08 No. 0.0 No. 8 0.0 No. 0 0.0 For SI: inch =. mm. The hangers have a minimum G90 zinc coating specification in accordance with ASTM A. Some models (designated with a model number ending with Z) are available with a G8 zinc coating specification in accordance with ASTM A. Some models (designated with a model number ending with HDG) are available with a hot-dip galvanization, also known as batch galvanization, in accordance with ASTM A, with a minimum specified coating weight of.0 ounces of zinc per square foot of surface area (00 g/m ), total for both sides. Model numbers for all hangers in this report, except the LUCZ series hangers, do not include the Z or HDG ending, but the information shown applies. The lumber treater or holder of this report (Simpson Strong-Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber... Wood: Wood members with which the connectors are used must be either sawn lumber, structural glued laminated timber or engineered lumber having a minimum specific gravity of 0.0 (minimum equivalent specific gravity of 0.0 for engineered lumber), and having a maximum moisture content of 9 percent ( percent for engineered lumber) except as noted in Section.. The thickness of the supporting wood member (header, beam, or ledger) must be equal to or greater than the length of the fasteners specified in the tables in this report, or as required by wood member design, whichever is greater... Fasteners: Nails used for hangers described in this report must comply with ASTM F7 and have the following minimum fastener dimensions and bending yield strengths (F yb ): COMMON NAIL SIZE SHANK DIAMETER (inch) FASTENER LENGTH F yb (psi) 0d / 0.8 / 90,000 0d 0.8 90,000 d / 0. / 90,000 d 0. / 90,000 For SI: inch =. mm, psi =.89 kpa. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with IBC Section 0.9. or 0 IRC Section R7., 009 IRC Section R7., or 00 IRC Section R9., as applicable. The lumber treater or this report holder (Simpson Strong-Tie Company) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber.
ESR-9 Most Widely Accepted and Trusted Page of.0 DESIGN AND INSTALLATION. Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, C D, corresponding with the applicable loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 00ºF (7.8ºC) or less. When products are installed to wood having a moisture content greater than 9 percent ( percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, C M, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 00ºF (7.8ºC), the allowable loads in this report must be adjusted by the temperature factor, C t, specified in the NDS. Connected wood members must be analyzed for loadcarrying capacity at the connection in accordance with the NDS.. Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer s published installation instructions. In the event of a conflict between this report and the manufacture s published installation instructions, the most restrictive governs..0 CONDITIONS OF USE The Simpson Strong-Tie face-mount hangers for woodframed construction described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section.0 of this report, subject to the following conditions:. The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer s published installation instructions. A copy of the instructions must be available at the jobsite at all times during installation. In the event of conflict between this report and the Simpson Strong- Tie published installation instructions, the more restrictive governs.. Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.. Adjustment factors noted in Section. and the applicable codes must be considered, where applicable.. Connected wood members and fasteners must comply, respectively, with Sections.. and.. of this report.. Use of connectors with preservative treated or fire retardant treated lumber must be in accordance with Section.. of this report. Use of fasteners with preservative treated or fire retardant treated lumber must be in accordance with Section.. of this report..0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC), dated October 00 (editorially revised December 0). 7.0 IDENTIFICATION The products described in this report are identified with a die-stamped label or an adhesive label, indicating the name of the manufacturer (Simpson Strong-Tie), the model number, and the number of an index evaluation report (ESR-) that is used as an identifier for the products recognized in this report. No. DIMENSIONS TABLE ALLOWABLE LOADS FOR THE LU SERIES JOIST HANGERS FASTENERS W H B Header Joist Uplift C D =. ALLOWABLE LOADS,, C D =.0 C D =. C D =. 0d d 0d d 0d d LU 9 / / 8 / -0d x / 0 7 90 LU 9 / / / -0d x / 9 8 800 9 8,00 LU8 9 / / 8 / 8-0d x / 80 90,0,0,70,0,7 LU0 9 / 7 / / 0-0d x / 80,0,90,0,90,90,70 For SI: inch =. mm, lbf =. N. Refer to Figure (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties. LU Series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by The quantity of 0d or d common nails specified in the Header column under Fasteners is required to achieve the tabulated allowable loads shown in the Allowable 0d or d columns. Allowable uplift loads are for hangers installed with either 0d or d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern.
ESR-9 Most Widely Accepted and Trusted Page of No. DIMENSIONS TABLE ALLOWABLE LOADS FOR THE U SERIES JOIST HANGERS FASTENERS Uplift W H B Header Joist C D =. ALLOWABLE LOADS,, C D =.0 C D =. C D =. 0d d 0d d 0d d U 9 / / 8-0d x / 90 7 0 0 90 70 U 9 / / -0d x / 8 70 8 80 980 890,0 U0 9 / 7 / 0-0d x /,0,0,0,80,0,80,8 U 9 / 0 8-0d x /,,,70,,9 77,0 U 9 / / 8-0d x / 90 7 0 0 90 70 U 9 / / 8 8-0d x / 8 97,0,0,0,8,0 U0 9 / 8 7 / 8-0d x /,0,70,0,90,80,070, U 9 / 0 / -0d x /,0,90,0,0,0,70,8 U- / 8-0d 90 7 0 0 90 70 U- / 8 8-0d 8 97,0,0,0,8,0 U0- / 8 8 / -0d,0,70,0,90,80,070, U 9 / 7 / 8-0d 90 7 0 0 90 70 U 9 / 7 / 8 8-0d 8 97,0,0,0,8,0 U0 9 / 8 / 8-0d,0,70,0,90,80,070, U 9 / 0-0d,0,90,0,0,0,70,8 U- / 8 / 8-0d 8 97,0,0,0,8,0 U / 8-0d 8 97,0,0,0,8,0 U0 / 8 / -0d,0,70,0,90,80,070, U0- / 8 7 / -0d,0,70,0,90,80,070, UR / / 8-0d x / 90 7 0 0 90 70 UR / / 8 8-0d x / 8 97,0,0,0,8,0 U0R / 9 / 8-0d x /,0,70,0,90,80,070, UR / / 8 -d 90 7 0 0 90 70 UR / / 8 8 -d 8 97,0,0,0,8,0 U0R / 8 / 8 -d,,70,0,90,80,070, UR 8 -d 8 97,0,0,0,8,0 U0R 8 / -d,,70,0,90,80,070, For SI: inch =. mm, lbf =. N. Refer to Figure (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties U Series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by The quantity of 0d or d common nails specified in the Header column under Fasteners is required to achieve the tabulated allowable loads shown in the Allowable 0d or d columns. Allowable uplift loads are for hangers installed with either 0d or d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. FIGURE LU SERIES HANGER (See Table Page ) FIGURE U SERIES HANGER (See Table above)
ESR-9 Most Widely Accepted and Trusted Page of NO. TABLE ALLOWABLE LOADS FOR THE HU/HUC SERIES JOIST HANGERS HANGER DIMENSIONS FASTENERS W H B Header Joist Uplift ALLOWABLE LOADS,, C D =. C D =.0 C D =. C D =. HU 9 / / / -d -0d x / 9 70 7 HU8 9 / / / -d -0d x / 0 89,00,08 HU0 9 / 7 / 8 / 8-d -0d x / 0,90,,0 HU 9 / 9 / 0-d -0d x /,,90,80,80 HU 9 / 0 / 8 / -d -0d x /,,790,0,70 HU 9 / / / 8-d 8-0d x /,0,80,0,0 HU 9 / / 8 / -d -0d x / 80 9 70 7 HU 9 / / 8 / 8-d -0d x / 0,90,,0 HU8 9 / 7 / 8 / 0-d -0d x / 0,90,80,80 HU0 9 / 8 7 / 8 / -d -0d x / 90,08,0, HU 9 / 0 / 8 / -d -0d x / 90,8,90,89 HU 9 / / 8 / 8-d 8-0d x /,0,80,0,0 HU 9 / / 8 / 0-d 8-0d x /,0,980,0,0 HU 9 / 7 / 8 / -d -0d 80 9 70 7 HU 9 / / / 8-d -0d 7,90,,0 HU8 9 / / / 0-d -0d 7,90,80,80 HU0 9 / 8 / 8 / -d -0d,,08,0, HU 9 / 0 / / -d -0d,,8,90,89 HU 9 / / 8 / 8-d 8-0d,0,80,0,0 HU 9 / / 8 / 0-d 8-0d,0,980,0,0 HU / / / 8-d -d 900,90,,0 HU8 / / / 0-d -d 900,90,80,80 HU0 / 7 / 8 / -d -d,0,08,0, HU / 9 / 8 / -d -d,0,8,90,89 HU / / 8 / 8-d 8-d,800,80,0,0 HU / / / 0-d 8-d,800,980,0,0 HU- / 8 / / -d -0d 80 9 70 7 HU- / 8 / 8 / 8-d -0d 7,90,,0 HU8- / 8 7 / 0-d -0d 7,90,80,80 HU0- / 8 8 / / -d -0d,,08,0, HU- / 8 0 9 / / -d -0d,,8,90,89 HU- / 8 / / 8-d 8-0d,0,80,0,0 HU- / 8 7 / 8 / 0-d 8-0d,0,980,0,0 HU0- / 8 8 7 / 8 / -d -0d,,08,0, HU- / 8 0 / 8 / -d -0d,,8,90,89 HU- / 8 / 8 / 8-d 8-0d,0,80,0,0 HU- / / / 8-d -0d 7,90,,0 HU0- / 8 9 / / -d -0d,,08,0, HU- / 0 / / -d -0d,,8,90,89 HU- / / / 8-d 8-0d,0,80,0,0 HU- / 7 / 8 / 0-d 8-0d,0,980,0,0 HU0- / 8 8 / 8 / -d -d,0,08,0, HU88 7 / / 8 / 0-d -d 900,90,80,80 HU80 7 / 8 / 8 / -d -d,0,08,0, HU8 7 / 0 / 8 / -d -d,0,8,90,89 HU8 7 / 7 / 8 / 8-d 8-d,800,80,0,0 HU8 7 / / 8 / 0-d 8-d,800,80,0,0 For SI: inch =. mm, lbf =. N. Refer to Figures a and b (previous page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties HU series hangers with widths (W) equal to or greater than 9 / inches ( mm) are available with header flanges turned in (concealed) and are identified with the model designation HUC#. See Figure b (previous page). HU Series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern.
ESR-9 Most Widely Accepted and Trusted Page of NO. TABLE ALLOWABLE LOADS FOR THE LUS SERIES JOIST HANGERS DIMENSIONS COMMON NAILS ALLOWABLE LOADS, W H B Header Joist Uplift C D =. C D =.0 C D =. C D =. LUS 9 / / 8 / -0d -0d 90 70 7 80 LUS 9 / / / -0d -0d, 870 990,07 LUS8 9 / / 8 / -0d -0d,,0,0, LUS0 9 / 7 / / 8-0d -0d,,,0,0 LUS- / 8 / 8 -d -d 0 800 90 98 LUS- / 8 / -d -d,,00,80,7 LUS8- / 8 7 -d -d,,,00,0 LUS0- / 8 8 / 8-d -d,7,80,08,0 LUS- / 8 0 / 0-d -d,7,0,0,0 LUS- / 8 / 8 -d -d,,00,80,7 LUS8- / 8 / -d -d,,,00,0 LUS0- / 8 8 / 8-d -d,7,80,08,0 LUS 9 / / -d -d,,00,80,80 LUS 9 / -d -d 0 800 90 98 LUS 9 / / -d -d,,00,80,7 LUS8 9 / / -d -d,,,00,0 LUS0 9 / 8 / 8-d -d,7,80,08,0 LUS 9 / 0 / 0-d -d,7,0,0,0 For SI: inch =. mm, lbf =. N. Refer to Figure (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties. LUS Series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Joist nails must be driven at a degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. FIGURE a HU SERIES HANGER FIGURE b HUC SERIES HANGER FIGURE LUS SERIES HANGER (See Table Page ) (See Table, Footnote Page ) (See Table above)
ESR-9 Most Widely Accepted and Trusted Page 7 of NO. DIMENSIONS TABLE ALLOWABLE LOADS FOR THE MUS SERIES HANGERS COMMON NAILS ALLOWABLE LOADS, W H B Header Joist Uplift C D =. C D =.0 C D =. C D =. MUS 9 / / 0d 0d,090,00,8, MUS8 9 / / 8 0d 8 0d,,7,98,0 For SI: inch =. mm, lbf =. N. Refer to Figure (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties. MUS series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Joist nails must be driven at a degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. FIGURE MUS HANGER (see Table ) FIGURE HUS SERIES HANGER (see Table ) TABLE ALLOWABLE LOADS FOR THE HUS AND HUSC SERIES HANGERS NO. DIMENSIONS COMMON NAILS W H B Header Joist Uplift ALLOWABLE LOADS,,7 C D =. C D =.0 C D =. C D =. HUS / 8 / 8 -d -d,00,70,090, HUS8 / 8 7 / -d 8-d,000,770,89,980 HUS0 / 8 9 / 0-d 0-d,000,00,,7 HUS 9 / / -d -d,,0,90,90 HUS8 9 / / -d -d,0,,78,90 HUS0 9 / 8 / 8-d 8-d,970,090,80,7 HUS 9 / 0 / 0-d 0-d,,0,97,0 HUS- / 8 / -d -d,,0,90,90 HUS8- / 8 7 / -d -d,0,,78,90 HUS0- / 8 9 / 8-d 8-d,970,090,80,7 HUS- / 8 0-d 0-d,,0,97,0 For SI: inch =. mm, pound =. N. Refer to Figure (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties. HUS series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Joist nails must be driven at a degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. 7 HUS series hangers with widths (W) equal to or greater than 9 / inches (90 mm) are available with header flanges turned in (concealed) and are identified with the model designation HUSC#.
ESR-9 Most Widely Accepted and Trusted Page 8 of NO. DIMENSIONS TABLE 7 ALLOWABLE LOADS FOR THE HHUS SERIES HANGERS COMMON NAILS ALLOWABLE LOADS, W H B Header Joist Uplift C D =. C D =.0 C D =. C D =. HHUS- / 7 / -d -d,0,790,0,0 HHUS8- / 7 / -d 8-d,000,,770,0 HHUS0- / 9 / 8 0-d 0-d,7,0,8,890 HHUS / 8 / -d -d,0,790,0,0 HHUS8 / 8 7 / 8 -d 8-d,000,,770,0 HHUS0 / 8 9 0-d 0-d,7,0,8,890 For SI: inch =. mm, lbf =. N. Refer to Figure 7 (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties. HUS series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Joist nails must be driven at a degree angle through the joist into the header/beam to achieve the tabulated loads. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. FIGURE 7 HHUS SERIES HANGER (see Table 7) FIGURE 8 SUR/L SERIES HANGER (see Table 8) NO. TABLE 8 ALLOWABLE LOADS FOR THE SUR/L AND SUR/LC SERIES JOIST HANGERS DIMENSIONS FASTENERS W H B A A Header Joist ALLOWABLE LOADS,, Uplift C D =. C D =.0 C D =. C D =. SUR/L 9 / / / 8 ¼ -d -0d x / 0 7 0 70 SUR/L 9 / / 8 / -d -0d x / 7 8 980,0 SUR/L- / 8 / / 8 / / 8 8-d -d x / 8,0,0,00 SUR/L0 9 / 8 / / 8 / 0-d 0-0d x /,0,0,0,70 SUR/L 9 / 0 / 8 / -d -0d x /,,70,9,0 SUR/L0- / 8 8 / / 8 / / 8 -d -d x /,00,0,80, SUR/L./9 9 / 8 / / / 8 / 8 -d -0d x /,0,80, SUR/L./ 9 / / / / 8 / 8 -d -0d x /,0,0, SUR/L 9 / / / 8 / 8 8-d 8-d x /,770,00,00,00 For SI: inch =. mm, lbf =. N. Refer to Figure 8 (this page) for definitions of hanger nomenclature (W, H, B). These hangers have a skew. Refer to Section.. of this report for nail sizes and required minimum physical properties. SUR/L series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. The -x and x SUR/L models are available with the A flanges concealed and are specified with the model designation SUR/LC.
ESR-9 Most Widely Accepted and Trusted Page 9 of NO. TABLE 9 ALLOWABLE LOADS FOR THE HSUR/L AND HSUR/LC SERIES JOIST HANGERS DIMENSIONS FASTENERS W H B A A Header Joist Uplift ALLOWABLE LOADS,, C D =. C D =.0 C D =. C D =. HSUR/L- / 8 / 7 / ¼ / -d -dx / 8,790,000,000 HSUR/L0- / 8 8 / 7 / ¼ / 0-d -dx /,00,980,0,0 HSUR/L- / 8 / 7 / ¼ / -d 8-dx /,800,87,70,70 HSUR/L 9 / / 7 / / -d -d 8,790,000,000 HSUR/L0 9 / 8 / 7 / / 0-d -d,00,980,0,0 HSUR/L 9 / / 7 / / -d 8-d,800,87,70,70 For SI: inch =. mm, lbf =. N. Refer to Figure 9 (this page) for definitions of hanger nomenclature (W, H, B). These hangers have a skew. Refer to Section.. of this report for nail sizes and required minimum physical properties. HSUR/L series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. inch (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. The -x and x HSUR/L models are available with the A flanges concealed and are specified with the model designation HSUR/LC. FIGURE 9 HSUR/L SERIES HANGER
ESR-9 Most Widely Accepted and Trusted Page 0 of TABLE 0A DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR HTU SERIES HANGERS ( / Inch Maximum Gap between Supporting and Supported Maximum Number of Nails into Supporting ) No. DIMENSIONS W H B FASTENERS Supporting Supported Single X Sizes Uplift 8 ALLOWABLE LOADS,, 7 C D =. C D =0.9 C D =.0 C D =. C D =. C D =. HTU ( / Gap Min Nail) / 8 7 / / 0-d -0dx / 70,0,7,7,7,7 / 8 7 / / 0-d -0dx /,7,0,90,00,00,00 HTU ( / Gap Max Nail) / 8 7 / / 0-d 0-0dx /,,0,90,0,00,70 HTU8 ( / Gap Min Nail) / 8 7 / / -d -0dx /,,0,770,770,770,770 HTU8 ( / Gap Max Nail) / 8 7 / / -d -0dx /,90,0,80,0,80,0 HTU0 ( / Gap Min Nail) / 8 9 / / -d -0dx / 0,00,00,00,00,00 HTU0 ( / Gap Max Nail) / 8 9 / / -d -0dx /,,70,00,00,00 Double X Sizes HTU- ( / Gap Min Nail) / 7 / / 0-d -0d,,0,90,0,00,00 HTU- ( / Gap Max Nail) / 7 / / 0-d 0-0d,,90,0,90,0,00,00 HTU8- ( / Gap Min Nail) / 7 / / -d -0d 90,0,80,980,980,980 HTU8- ( / Gap Max Nail) / 7 / / -d -0d,0,0,80,0,80, HTU0- ( / Gap Min Nail) / 9 / / -d -0d,7,,,,, HTU0- ( / Gap Max Nail) / 9 / / -d -0d,8,,70,,70,70 For SI: inch =. mm, pound =. N. The suffix ( / Gap Min Nail) corresponds to installed conditions where the gap between the supporting member and supported member is more than / 8 inch (. mm) and less than or equal to / inch (.7 mm), and at a minimum, the number of nails specified in the table above are installed into the supported wood truss. Refer to Figure 0B on page for a typical installation detail. The suffix ( / Gap Max Nail) corresponds to installed conditions where the gap between the supporting member and supported member is more than / 8 inch (. mm) and less than or equal to / inch (.7 mm), and all of the pre-punched nail holes in the U-shaped portion of the hanger supporting the truss (joist) are filled with nails. This is designated in the table as Max Nail and is shown in Figure 0B on page. Refer to Figure 0A for definitions of hanger nomenclature (W, H, B). Allowable loads correspond to installations where the maximum possible number of nails is driven into the supporting member. Refer to Section.. of this report for nail sizes and required minimum physical properties. Tabulated allowable loads are for installations in wood members complying with Section.. of this report. Tabulated loads must be selected based on the applicable load duration factor, C D, as permitted by the applicable building code. See Sections. and. for design and installation requirements. 7 HTU series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0. inch (. mm), for joists having a height no greater than the height (H) of the hanger. 8 Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabulated allowable uplift loads must be reduced proportionally when other load durations govern.
ESR-9 Most Widely Accepted and Trusted Page of TABLE 0B DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR HTU SERIES HANGERS ( / 8 Inch Maximum Gap between Supporting and Supported Maximum Number of Nails into Supporting ) No. DIMENSIONS W H B FASTENERS Supporting Supported Single X Sizes Uplift 8 ALLOWABLE LOADS,, 7 C D =. C D =0.9 C D =.0 C D =. C D =. C D =. HTU ( / 8 Gap Min Nail) / 8 7 / / 0-d -0dx / 70,0,90,0,0,0 / 8 7 / / 0-d -0dx /,0,0,90,00,00,00 HTU ( / 8 Gap Max Nail) / 8 7 / / 0-d 0-0dx /,,0,90,0,00,00 HTU8 ( / 8 Gap Min Nail) / 8 7 / / -d -0dx /,,0,80,89,89,89 HTU8 ( / 8 Gap Max Nail) / 8 7 / / -d -0dx /,0,0,80,0,80, HTU0 ( / 8 Gap Min Nail) / 8 9 / / -d -0dx /,0,,,,, HTU0 ( / 8 Gap Max Nail) / 8 9 / / -d -0dx /,,,70,,70,99 Double X Sizes HTU- ( / 8 Gap Min Heel) / 7 / / 0-d -0d,,0,90,0,00,90 HTU- ( / 8 Gap Max Nail) / 7 / / 0-d 0-0d,7,0,90,0,00,8 HTU8- ( / 8 Gap Min Nail) / 7 / / -d -0d,0,0,80,0,0,0 HTU8- ( / 8 Gap Max Nail) / 7 / / -d -0d,8,0,80,0,80,80 HTU0- ( / 8 Gap Min Nail) / 9 / / -d -0d,7,,70,8,8,8 HTU0- ( / 8 Gap Max Nail) / 9 / / -d -0d,0,,70,,70 7,00 For SI: inch =. mm, pound =. N. The suffix ( / 8 Gap Min Nail) corresponds to installed conditions where the gap between the supporting member and supported wood truss is / 8 inch (. mm) or less, and at a minimum, the number of nails specified in the table above are installed into the supported wood truss. Refer to Figure 0B for a typical installation detail. The suffix ( / 8 Gap Max Nail) corresponds to installed conditions where the gap between the supporting member and supported wood truss is / 8 inch (. mm) or less, and the all of the pre-punched nail holes in the U-shaped portion of the hanger supporting the truss (joist) are filled with nails. This is designated in the table as Max Nail and is shown in Figure 0B on page. Refer to Figure 0A for definitions of hanger nomenclature (W, H, B). Allowable loads correspond to installations where the maximum possible number of nails is installed into the supporting member. Refer to Section.. of this report for nail sizes and required minimum physical properties. Tabulated allowable loads are for installations in wood members complying with Section.. of this report. Tabulated loads must be selected based on the applicable load duration factor, C D, as permitted by the applicable building code. See Sections. and. for design and installation requirements. 7 HTU series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0. inch (. mm), for joists having a height no greater than the height (H) of the hanger. 8 Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabulated allowable uplift loads must be reduced proportionally when other load durations govern.
ESR-9 Most Widely Accepted and Trusted Page of TABLE 0C DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR HTU SERIES HANGERS ALTERNATE INSTALLATION ( / Inch Maximum Gap between Supporting and Supported - Minimum Number of Nails into Supporting ) No., DIMENSIONS W H B For SI: inch =. mm, pound =. N. FASTENERS Supporting Supported ALLOWABLE LOADS,, 7 The suffix ( / Gap Min Nail) corresponds to installed conditions where the gap between the supporting member and supported member is more than / 8 inch (. mm) and less than or equal to / inch (.7 mm), and at a minimum, the number of nails specified in the table above are installed into the supported wood truss. Refer to Figure 0C for an alternate installation detail. The suffix ( / Gap Max Nail) corresponds to installed conditions where the gap between the supporting member and supported member is more than / 8 inch (. mm) and less than or equal to / inch (.7 mm), and the all of the pre-punched nail holes in the U-shaped portion of the hanger supporting the truss (joist) are filled with nails. This is designated in the table as Max Nail and is shown in Figure 0C. Refer to Figure 0A for definitions of hanger nomenclature (W, H, B). Allowable loads correspond to installations where the minimum allowable number of nails is installed into the supporting member. Refer to Section.. of this report for nail sizes and required minimum physical properties. Tabulated allowable loads are for installations in wood members complying with Section.. of this report. Tabulated loads must be selected based on the applicable load duration factor, C D, as permitted by the applicable building code. See Sections. and. for design and installation requirements. 7 HTU series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0. inch (. mm), for joists having a height no greater than the height (H) of the hanger. 8 Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabulated allowable uplift loads must be reduced proportionally when other load durations govern. Uplift 8 C D =. C D =0.9 C D =.0 C D =. C D =. C D =. HTU ( / Gap Min Nail) / 8 7 / / 0-d -0dx / 9,0,70,70,800,00 HTU ( / Gap Max Nail) / 8 7 / / 0-d 0-0dx /,0,0,70,70,800,0 HTU8 ( / Gap Max Nail) / 8 7 / / 0-d -0dx /,90,0,90,0,00,90 HTU0 ( / Gap Max Nail) / 8 9 / / 0-d -0dx /,880,0,90,0,00,90 FIGURE 0A HTU SERIES HANGER FIGURE 0B TYPICAL HTU INSTALLATION FIGURE 0C ALTERNATE HTU INSTALLATION
ESR-9 Most Widely Accepted and Trusted Page of No. TABLE DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR LUCZ SERIES HANGERS DIMENSIONS W H LUCZ 9 / / LUC0Z 9 / 7 / FASTENERS Supporting - 0dx / Supported Uplift ALLOWABLE LOADS,,, C D =.0 C D =0.9 C D =.0 C D =. C D =. C D =.0 70 0 70 80 87,00-0d - 0d x / 70 0 70 80 87,00 - d 70 70 8 9,00, 0-0d x / For SI: inch =. mm, pound =. N.,00,0,8,,,80 0-0d - 0d x /,00,0,8,,,80 0 - d,00,70,0,0,7,90 Allowable loads correspond to installations where all pre-punched nail holes in the hanger are filled with nails. Refer to Section.. of this report for nail sizes and required minimum physical properties. Tabulated allowable loads are for installations in wood members complying with Section.. of this report. Tabulated loads must be selected based on the applicable load duration factor, C D, as permitted by the applicable building code. See Sections. and. for design and installation requirements. The maximum allowable gap between the joist end and the supporting member is / 8 inch (. mm). LUCZ series hangers provide torsional resistance, which is defined as a moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0. inch (. mm), for nominal x joists supported by the LUCZ and nominal x0 joists supported by the LUC0Z. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabulated allowable uplift loads must be reduced proportionally when other load durations govern. FIGURE LUCZ SERIES HANGER AND INSTALLATION DETAIL
ESR-9 Most Widely Accepted and Trusted Page of Model No. TABLE ALLOWABLE LOADS FOR THE HGUS SERIES JOIST HANGERS DIMENSIONS FASTENERS ALLOWABLE LOADS Uplift W H B Header Joist C D =. C D =.0 C D =. C D =. HGUS- 7 / 7 / 0-d 8-d,,,87,0 HGUS8-7 / 7 / -d -d, 7,0 7,0 7,0 HGUS0-7 / 9 / -d -d,09 9,00 9,00 9,00 HGUS / 8 / 0-d 8-d,,,87,0 HGUS8 / 8 7 -d -d, 7,0 7,0 7,0 HGUS0 / 8 9 -d -d,09 9,00 9,00 9,00 HGUS / 8 0 7 / -d 0-d,0 9,00 9,00 9,00 HGUS / 8 7 / -d -d, 0,00 0,00 0,00 HGUS- / 7 / 0-d 8-d,,,87,0 HGUS8- / 7 / -d -d, 7,0 7,0 7,0 HGUS0- / 9 / -d -d,09 9,00 9,00 9,00 HGUS- / 0 / -d 0-d,0 9,00 9,00 9,00 HGUS- / / -d -d, 0,00 0,00 0,00 HGUS- 9 / 7 / 0-d 8-d,,,87,0 HGUS8-9 / 7 / -d -d, 7,0 7,0 7,0 HGUS0-9 / 9 / -d -d,09 9,00 9,00 9,00 HGUS- 9 / 0 9 / -d 0-d,0 9,00 9,00 9,00 HGUS- 9 / 9 / -d -d, 0,00 0,00 0,00 For SI: inch =. mm, lbf =. N. Refer to Figure (this page) for definitions of hanger nomenclature (W, H, B). Refer to Section.. of this report for nail sizes and required minimum physical properties. Joist nails must be driven at a degree angle through the joist into the header/beam (double shear nailing) to achieve tabulated loads. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. HGUS series hangers provide torsional resistance, which is defined as the moment of not less than 7 pounds ( N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0. (. mm). The height, H, of the joist hanger must be at least 0 percent of the height of the joist unless additional lateral restraint is provided, as designed by FIGURE HGUS SERIES JOIST HANGER