ICC-ES Evaluation Report www.icc-es.org (800) -6587 (56) 699-05 ESR-0 Reissued March, 0 This report is subject to renewal in two years. A Subsidiary of the International Code Council DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 05 Wood, Plastic and Composite Fastenings REPORT HOLDER: UNITED STEEL PRODUCTS COMPANY 05 SOUTHCROSS DRIVE, SUITE 00 BURNSVILLE, MINNESOTA 5506 95-898-877 www.uspconnectors.com EVALUATION SUBJECT: USP STRUCTURAL CONNECTORS: A FRAMING ANGLES; AC FRAMING ANGLES; HTW, MTW AND LTW TWIST STRAP TIES; JH JOIST HANGERS; LFTA6 STRAP TIES; PHXU BEAM AND PURLIN HANGERS; SNP SKEWABLE NAILER PLATES; SW, SWH AND KHW TOP MOUNT HANGERS.0 EVALUATION SCOPE Compliance with the following codes: 009 International Building Code (009 IBC) 009 International Residential Code (009 IRC) 006 International Building Code (006 IBC) 006 International Residential Code (006 IRC) Property evaluated: Structural.0 USES The USP structural connectors described in this report are used for connecting wood framing members in accordance with Section 0.9. of the IBC. They may also be used in jurisdictions implementing the IRC when an engineered design is used in accordance with IRC Section R0....0 DESCRIPTION. A Framing Angles: A framing angles are used to support wood members meeting the requirements of Section.9.. The angles are manufactured from No. 8 gage [minimum 0.0 inch (. mm) base-metal thickness], ASTM A 65 SS Grade, G90 or G85 galvanized steel. See Table and Figure for nailing schedules, dimensions and allowable loads.. AC Framing Angles: AC framing angles are used for connecting two framing members as depicted in Figure. They are manufactured from No. 6 gage [minimum 0.055 inch (. mm) basemetal thickness], ASTM A 65 SS Grade, G90 or G85 galvanized steel. See Table and Figure for nailing schedules, dimensions and allowable loads.. HTW, MTW and LTW Twist Strap Ties: HTW, MTW and LTW twist strap ties are used for connecting roof trusses to top plates, or wall studs to sill plates and rim joists. HTW twist strap ties are manufactured from No. gage [minimum 0.070 inch (.8 mm) base-metal thickness], ASTM A 65 SS Grade 0, G90 galvanized steel, except the steel has a minimum yield strength of ksi (90 MPa) and a minimum tensile strength of 56 ksi (86 MPa). MTW twist strap ties are manufactured from No. 6 gage [minimum 0.055 inch (. mm) base-metal thickness], ASTM A 65 SS Grade, G90 or G85 galvanized steel. LTW twist strap ties are manufactured from No. 8 gage [minimum 0.0 inch (. mm) base-metal thickness], ASTM A 65 SS Grade, G90 or G85 galvanized steel. See Table and Figure for nailing schedules, dimensions and allowable loads.. JH Joist Hangers: JH joist hangers are used for connecting joists to the face of header members. They are manufactured from No. 8 gage [minimum 0.0 inch (. mm) base-metal thickness], ASTM A 65 SS Grade, G90 galvanized steel. See Table and Figure for nailing schedules, dimensions and allowable loads..5 LFTA6 Strap Ties: The LFTA6 strap tie is used to connect roof trusses to top plates, or wall studs to sill plates and rim joists. The tie is manufactured from No. 6 gage [minimum 0.055 inch (. mm) base-metal thickness], ASTM A 65 SS Grade, G90 or G85 galvanized steel. See Table 5 and Figure 5 for nailing schedules, dimensions and allowable loads..6 PHXU Beam and Purlin Hangers: PHXU beam and purlin hangers are used for connecting sawn lumber or structural composite lumber (SCL) joists, beams and purlins to sawn lumber or SCL headers. The hangers are manufactured from No. 7 gage [minimum 0.7 inch (. mm) base-metal thickness], ASTM A 65 SS Grade 0, G90 galvanized steel. See Table 6 and Figure 6 for nailing schedules, dimensions and allowable loads..7 SNP Skewable Nailer Plates: The SNP skewable nailer plate is used to connect two framing members at angles ranging from 5 to 90 degrees to one another. The nailer plates are manufactured from No. 6 gage [minimum 0.055 inch (. mm) base-metal 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 0 Page of
ESR-0 Most Widely Accepted and Trusted Page of thickness], ASTM A 65 SS Grade, G90 galvanized steel. See Table 7 and Figure 7 for nailing schedules, dimensions and allowable loads..8 SW, SWH and KHW Top Mount Hangers: The SW, SWH and KHW top mount hangers consist of U shaped straps welded to bent top flanges in a variety of widths and heights, and are used to connect joists to header members. The hangers are manufactured from Nos., 0, 7 and gage [minimum 0.099 inch (.5 mm); 0.9 inch (. mm); 0.7 inch (. mm); and 0. inch (6. mm) base-metal thicknesses, respectively], ASTM A 0 SS Grade hot-rolled steel, ASTM A 65 SS Grade G90 galvanized steel, and ASTM A 6 steel. See Table 8 and Figure 8 for nailing schedules, dimensions and allowable loads..9 Materials:.9. Steel: The USP structural connectors described in this report are manufactured from steel having the minimum base-metal thicknesses, specifications, strengths, and coatings noted in Sections. through.8..9. Wood: Wood members with which the connectors are used must be nominally dimensioned sawn lumber or approved structural composite lumber (SCL). Allowable loads given in this report are for connectors nailed into sawn lumber or SCL having a minimum equivalent specific gravity of 0.50 (such as Douglas fir larch), and a moisture content not exceeding 9 percent in sawn lumber or 6 percent in SCL. Beams, headers, rim joists and other framing members to which the connectors are attached must have a dimension of.5 inches (8 mm) or greater, in the direction parallel to the longitudinal axis of the nail..9. Fasteners: Nails must conform to ASTM F 667, unless otherwise noted, and must have lengths, diameters and bending yield strengths, F yb, as indicated in the following table: NAIL DESIGNATION DIAMETER (inch) LENGTH (inches) MINIMUM REQUIRED F yb (psi) 8d x / 0..5 00,000 8d 0..5 00,000 x / 0.8.5 90,000 0.8.0 90,000 6d 0.6.5 90,000 0d x / 0.9.5 80,000 For SI: inch = 5. mm; psi = 6.895 kpa..9. Use in Treated Wood: Connectors and fasteners used in contact with preservative-treated or fire-retardanttreated wood are outside the scope of this report, and must comply with IBC Section 0.9.5 or IRC Section R9.. The report holder or wood treatment manufacturer should be contacted for recommendations on minimum corrosion resistance and connection capacities of fasteners and connectors used with the specific proprietary preservativetreated or fire-retardant-treated wood..0 DESIGN AND INSTALLATION. Design: Allowable loads given in this report are based on allowable stress design. Tabulated allowable loads are for normal duration and short durations, based on load duration factors, C D, in accordance with the NDS. No further increases in allowable loads are permitted. Tabulated allowable loads are for connections with sawn lumber seasoned to a moisture content not exceeding 9 percent, or SCL with a moisture content not exceeding 6 percent, used in continuously dry interior conditions where sustained temperatures are 00 F (7.8 C) or less. When connections are used under conditions exceeding these limitations, the allowable loads in this evaluation report must be adjusted by the applicable adjustment factors given in the NDS. Connected wood members must be checked for loadcarrying capacity in accordance with Section 0.. of the NDS.. Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer s published installation instructions. See Figures through 8 for installation details.. Special Inspection:.. IBC: Periodic special inspection is required for installation of connectors described in this report that are designated as components of the seismic-force-resisting system for structures in Seismic Design Categories C, D, E or F in accordance with IBC Section 707. or 707., with the exception of those structures that qualify under the Exceptions to Section 70.... IRC: Special Inspections are not required. 5.0 CONDITIONS OF USE The USP structural connectors 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: 5. The connectors must be manufactured, identified, designed and installed in accordance with this report and the manufacturer s published instructions. In the event of a conflict between this report and the manufacturer s published installation instructions, this report governs. 5. Lumber and fasteners used with the connectors must comply with Section.9. 5. Structural members to which the connectors are attached must be checked for load-carrying capacity at connections in accordance with Section 0.. of the NDS. 5. 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. 5.5 The SW, SWH and KHW top mount hanger series are manufactured by United Steel Products Company in Montgomery, Minnesota, Livermore, California, and Largo, Florida, under a quality control program with inspections by PFS Corporation (AA-65). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC), dated October 00. 7.0 IDENTIFICATION Each connector described in this report is identified by a stamp bearing the manufacturer s name (USP), and a label bearing the model (stock) number and the number of an ICC-ES index evaluation report (ESR-685). Labels on connectors within the SW, Shanger series also bear the name of the third-party inspection agency (PFS Corporation).
ESR-0 Most Widely Accepted and Trusted Page of A STEEL GAGE TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR A FRAMING ANGLES FASTENER SCHEDULE DIMENSIONS (inches) LOAD ALLOWABLE LOADS (lbs.),,,5 Header Joist DIR. W W L Qty Type Qty Type C D =.00 C D =.5 C D =.5 C D =.60 8 7 / 6 7 / 6 / x / x / F 50 55 560 590 8 7 / 6 7 / 6 / x / x / F 50 55 560 600 8 7 / 6 7 / 6 / x / x / F 0 0 60 5 For SI: inch = 5. mm, lbf =.5 N. Allowable loads shown are for a single angle. When angles are installed on both sides of the joist, the angles must be offset so that the nails from opposing sides do not touch. Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. 5 If a single angle is installed on each end of a supported member, the angles must be installed on opposite sides of the supported member, or wood blocking must be installed to prevent rotation. FIGURE DIMENSIONS AND INSTALLATION OF A FRAMING ANGLE
ESR-0 Most Widely Accepted and Trusted Page of AC5 AC7 AC9 STEEL GAGE TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR AC FRAMING ANGLES FASTENER SCHEDULE DIMENSIONS (inches) LOAD ALLOWABLE LOADS (lbs.),,,5 Header Joist DIR. W W L Qty Type Qty Type C D =.00 C D =.5 C D =.5 C D =.60 6 5 / 6 / 8 7 / 8 F 0 90 5 50 6 5 / 6 / 8 7 / 8 F 0 90 5 50 6 5 / 6 / 8 7 / 8 F 6 55 80 95 50 6 5 / 6 / 8 7 / 8 6d 6d F 80 0 75 60 6 5 / 6 / 8 7 / 8 6d 6d F 80 0 75 60 6 5 / 6 / 8 7 / 8 6d 6d F 6 75 05 0 80 6 5 / 6 / 8 6 5 / 6 F 50 50 565 75 6 5 / 6 / 8 6 5 / 6 F 50 50 565 75 6 5 / 6 / 8 6 5 / 6 F 6 0 0 60 5 6 5 / 6 / 8 6 5 / 6 6d 6d F 50 585 65 770 6 5 / 6 / 8 6 5 / 6 6d 6d F 50 585 65 85 6 5 / 6 / 8 6 5 / 6 6d 6d F 6 5 70 95 75 6 5 / 6 / 8 8 7 / 8 5 5 F 565 650 705 905 6 5 / 6 / 8 8 7 / 8 5 5 F 565 650 705 905 6 5 / 6 / 8 8 7 / 8 5 5 F 6 60 00 5 5 6 5 / 6 / 8 8 7 / 8 5 6d 5 6d F 65 70 795 05 6 5 / 6 / 8 8 7 / 8 5 6d 5 6d F 65 70 795 90 6 5 / 6 / 8 8 7 / 8 5 6d 5 6d F 6 95 0 70 70 For S: inch = 5. mm, lbf =.5 N. Allowable loads shown are for a single angle. Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. 5 If a single angle is installed on each end of a supported member, the angles must be installed on opposite sides of the supported member, or wood blocking must be installed to prevent rotation. 6 Allowable loads in the F load direction are for installations in -by nominal dimension lumber having a minimum dimension of.5 inches (8 mm) in the direction parallel to the longitudinal axis of the nails. For installations in -by nominal dimension lumber having a minimum dimension of.5 inches (89 mm) in the direction parallel to the longitudinal axis of the nails, allowable loads in the F load direction may be increased by the following factors: For Common nails:.9 For 6d Common nails:.68 FIGURE DIMENSIONS AND INSTALLATION OF AC FRAMING ANGLE
ESR-0 Most Widely Accepted and Trusted Page 5 of TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR HTW, LTW AND MTW TWIST STRAP TIES STEEL GAGE STRAP DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE UPLIFT, (lbs.) W L L L Qty Type C D =.60 HTW6 / 6 5 / 8 5 / 8 HTW0 / 0 7 / 8 7 / 8 HTW / 9 / 8 9 / 8 HTW8 / 8 / 8 / 8 HTW0 / 0 7 7 / HTW0C / 0 / 8 / 8 6 x / 60 6 60 x / 50 0 50 x / 50 0 50 x / 50 0 50 x / 50 0 50 x / 50 0 50 LTW 8 / / / LTW6 8 / 6 6 / 6 / LTW8 8 / 8 7 / 7 / LTW0 8 / 0 8 / 8 / x / 775 775 x / 775 775 x / 775 775 x / 775 775 MTW 6 / / / MTW6 6 / 6 6 / 6 / MTW8 6 / 8 7 / 7 / MTW0 6 / 0 8 / 8 / MTWC 6 / 0 7 / 6 0 7 / 6 MTW8C 6 / 8 7 / 6 7 / 6 MTW0C 6 / 0 7 / 6 7 / 6 MTW0 6 / 0 8 5 / 6 8 9 / 6 For SI: inch = 5. mm, lbf =.5 N. x / 95 95 x / 95 95 x / 95 95 x / 95 95 x / 95 95 x / 95 95 x / 95 95 x / 95 95 Allowable uplift loads have been adjusted for a load duration factor, C D, of.60, corresponding to a ten-minute load duration (i.e., wind or earthquake loading), in accordance with the NDS. The allowable uplift loads do not apply to loads of other durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. HTW, LTW and MTW twist strap ties may be installed with either x / or nails. Listed fastener quantity is the total required for the connection, with half the tabulated quantity at each end. Allowable uplift loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. 5 Some illustrations for the twist straps show connection that could cause cross-grain tension or bending of the wood during loading if not reinforced sufficiently. In such cases, mechanical reinforcement should be considered.
ESR-0 Most Widely Accepted and Trusted Page 6 of FIGURE DIMENSIONS AND INSTALLATION OF LTW, MTW AND HTW TWIST STRAP TIES
ESR-0 Most Widely Accepted and Trusted Page 7 of STEEL GAGE TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR JH JOIST HANGER DIMENSIONS (inches) W H D B TF JH0 8 9 / 6 0 / 6 / 5 / 8 For SI: inch = 5. mm, lbf =.5 N. HEADER SIZE / 6 x 6 7 / 6 x 8 7 / 6 x 0 FASTENER SCHEDULE ALLOWABLE LOADS (lbs.), Header Joist Top Face Download Uplift Qty Type Qty Type Qty Type, C D =.00 C D =.5 C D =.5 C D =.60 8 - - x - - - - 6 6 6 6 900 060 65 85 50 765 900 85 70 565 760 85 85 50 70 85 Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. Joist nails must be driven horizontally into the joist at a 0- to 5-degree angle, such that they penetrate through the joist, and into the header. 5 The hangers provide torsional resistance up to a maximum joist depth of H + inch (H + 5. mm), where torsional resistance is defined as a moment not less than 75 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 0.5 inch (. mm). FIGURE DIMENSIONS AND INSTALLATION OF JH JOIST HANGER
ESR-0 Most Widely Accepted and Trusted Page 8 of TABLE 5 NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR LFTA6 STRAP TIE STEEL GAGE DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS (lbs.),,5 Uplift Lateral F Lateral F W L L L Qty Type C D =.60 C D =.60 C D =.60 LFTA6 6 / 9 / 8 8 / 8 6 / For S: inch = 5. mm, lbf =.5 N. 6 8d 0 700 90 6 8d x / 0 700 90 Allowable loads have been adjusted for a load duration factor, C D, of.60, corresponding to a ten-minute load duration (i.e., wind or earthquake loading), in accordance with the NDS. The allowable loads do not apply to loads of other durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Listed fastener quantity is the total required for the connection, with half the quantity at each end. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. 5 Lateral F and F load directions do not apply to roof truss-to-top plate installations. 6 Some illustrations for the strap tie show connection that could cause cross-grain tension or bending of the wood during loading if not reinforced sufficiently. In such cases, mechanical reinforcement should be considered. FIGURE 5 DIMENSIONS AND INSTALLATION OF LFTA6 STRAP TIE
ESR-0 Most Widely Accepted and Trusted Page 9 of TABLE 6 NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR PHXU SERIES HANGERS STEEL GAGE DIMENSIONS (inches) FASTENER SCHEDULE ALLOWABLE LOADS (lbs.), Header Joist Download Uplift W H D L TF Qty Type Qty Type C D =.00 C D =.5 C D =.5 C D =.60 PHXU7xxx 7 / 6 7 / - 0 / 0 / 8 6d 6 x / " 0 550 65 05 PHXUxxx 7 / 8 9 / - 0 / 0 / 8 6d 6 x / " 5560 5690 5775 970 PHXU5xxx 7 9 / 6 9 / - 0 / 0 / 8 6d 6 x / " 590 600 600 970 PHXU6xxx 7 / 6 9 / - 0 / 0 / 8 6d 6 x / " 600 600 600 970 PHXU7xxx 7 / 9 / - 0 / 0 / 8 6d 6 x / " 600 600 600 970 PHXU5xxx 7 9 / 6 9 / - 0 / 0 / 8 6d 6 6650 6650 6650 90 PHXUxxx - 7 / 9 / - 0 / 0 / / 8 6d 6 6650 6650 6650 90 PHXU5xxx - 7 5 / 8 9 / - 0 / / 8 / 8 6d 6 6650 6650 6650 90 PHXU5xxx 7 5 / 8 9 / - 0 / / 8 / 8 6d 6 6650 6650 6650 90 PHXU55xxx 7 5 / 9 / - 0 / / / 8 6d 6 6650 6650 6650 90 PHXU7xxx 7 7 / 8 9 / - 0 / / 8 / 8 6d 6 6650 6650 6650 90 For S: inch = 5. mm, lbf =.5 N. Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. The hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds ( N) times the depth of the joist at which the lateral movement of the top and bottom of the joist with respect to the vertical position of the joist is 0.5 inch (. mm). The height, H, of the joist hanger must be equal to the height of the joist to ensure proper attachment of the sheathing to the joist and supporting member. FIGURE 6 DIMENSIONS AND INSTALLATION OF PHXU SERIES HANGERS
ESR-0 Most Widely Accepted and Trusted Page 0 of TABLE 7 NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR SNP SKEWABLE NAILER PLATE STEEL GAGE HANGER DIMENSIONS (inches) FASTENER SCHEDULE ALLOWABLE LOADS (lbs.),,5 Supporting Member Supported Member Download Uplift W W H Qty Type Qty Type C D =.00 C D =.5 C D =.5 C D =.60 SNP 6 / / / 8 6 8d x / 6 8d x / 50 50 50 50 For S: inch = 5. mm, lbf =.5 N. Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. Install specified fasteners into the wide faces of the members, from the bend line out from each end. Not all nail holes will be filled. 5 The SNP was tested for use with a bend angle of 5 to 90 degrees. FIGURE 7 DIMENSIONS AND INSTALLATION OF SNP SKEWABLE NAILER PLATE
ESR-0 Most Widely Accepted and Trusted Page of TABLE 8 NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR SW, SWH AND KHW TOP MOUNT HANGERS STEEL GAGE Top Flange DIMENSIONS (inches) FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) Header Joist Download U-Strap L W H D TF Qty Type Qty Type C D =.00 C D =.5 C D =.5 SW6 6 / 9 / 6 5 / 8 / / x / " 5 5 5 SW8 6 / 9 / 6 7 / 8 / / x / " 5 5 5 SW0 6 / 9 / 6 9 / 8 / / x / " 5 5 5 SW 6 / 9 / 6 / 8 / / x / " 5 5 5 SW 6 / 9 / 6 / 8 / / x / " 5 5 5 SW6 6 / 9 / 6 5 / 8 / / x / " 5 5 5 SW6 6 / 9 / 6 5 / 8 / / x / " 5 5 5 SW8 6 / 9 / 6 7 / 8 / / x / " 5 5 5 SW0 6 / 9 / 6 9 / 8 / / x / " 5 5 5 SW6 6 / 9 / 6 5 / 8 / / 50 50 50 SW8 6 / 9 / 6 7 / 8 / / 50 50 50 SW0 6 / 9 / 6 9 / 8 / / 50 50 50 SWH6-7 7 / 8 5 / 8 / / 05 05 05 SWH8-7 7 / 8 7 / 8 / / 05 05 05 SWH0-7 7 / 8 9 / 8 / / 05 05 05 SWH- 7 7 / 8 / 8 / / 05 05 05 SWH- 7 7 / 8 / 8 / / 05 05 05 SWH6-7 7 / 8 5 / 8 / / 05 05 05 SWH 7 7 9 / 6 / 8 / / x / " 05 05 05 SWH 7 7 9 / 6 / 8 / / x / " 05 05 05 SWH6 7 7 9 / 6 5 / 8 / / x / " 05 05 05 SWH0 7 7 9 / 6 9 / 8 / / 05 05 05 SWH 7 7 9 / 6 / 8 / / 05 05 05 SWH 7 7 9 / 6 / 8 / / 05 05 05 SWH6 7 7 9 / 6 5 / 8 / / 05 05 05 SWH66 7 7 5 / 5 / 8 / / 05 05 05 SWH68 7 7 5 / 7 / 8 / / 05 05 05 SWH60 7 7 5 / 9 / 8 / / 05 05 05 KHW6 0 0 9 / 6 5 / 8 / / 0d x / 55 55 55 KHW8 0 0 9 / 6 7 / 8 / / 0d x / 55 55 55 KHW0 0 0 9 / 6 9 / 8 / / 0d x / 55 55 55 KHW 0 0 9 / 6 / 8 / / 0d x / 55 55 55 KHW 0 0 9 / 6 / 8 / / 0d x / 55 55 55 KHW6 0 0 9 / 6 5 / 8 / / 0d x / 55 55 55 KHW66 0 0 5 / 5 / 8 / / 0d x / 55 55 55 KHW68 0 0 5 / 7 / 8 / / 0d x / 55 55 55 KHW60 0 0 5 / 9 / 8 / / 0d x / 55 55 55 KHW6 0 0 5 / / 8 / / 0d x / 55 55 55 KHW6 0 0 5 / / 8 / / 0d x / 55 55 55 KHW66 0 0 5 / 5 / 8 / / 0d x / 55 55 55 KHW86 0 0 7 / 5 / 8 / / 0d x / 55 55 55 KHW88 0 0 7 / 7 / 8 / / 0d x / 55 55 55 KHW80 0 0 7 / 9 / 8 / / 0d x / 55 55 55 KHW8 0 0 7 / / 8 / / 0d x / 55 55 55 KHW8 0 0 7 / / 8 / / 0d x / 55 55 55 KHW86 0 0 7 / 5 / 8 / / 0d x / 55 55 55 KHW6 0 0 / 6 Spec. / 0d x / x / " 595 595 595 KHW 0 0 / Spec. / 0d x / 595 595 595 KHW5 0 0 5 / Spec. / / 0d x / 595 595 595 For S: inch = 5. mm, lbf =.5 N. Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. See Section.9. for required nail dimensions and mechanical properties. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.9.. Headers must have a minimum thickness of inches (5 mm). The hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds ( N) times the depth of the joist at which the lateral movement of the top and bottom of the joist with respect to the vertical position of the joist is 0.5 inch (. mm). The height, H, of the joist hanger must be equal to the height of the joist to ensure proper attachment of the sheathing to the joist and supporting member.
ESR-0 Most Widely Accepted and Trusted Page of FIGURE 8 DIMENSIONS AND INSTALLATION OF SW, SWH AND KHW TOP MOUNT HANGERS