0 ICC ES Evaluation Report ICC ES 000 (800) 687 (6) 699 0 www.icc es.org Most Widely Accepted and Trusted ESR Reissued 0/08 This report is subject to renewal 0/00. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION: 06 0 WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: MITEK USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) EVALUATION SUBJECT: MITEK USP ANGLES, STRAPS, HANGERS AND TIES FOR WOOD FRAMED CONSTRUCTION 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) -687 (6) 699-0 ESR- Reissued October 08 This report is subject to renewal October 00. A Subsidiary of the International Code Council DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 0 Wood, Plastic and Composite Fastenings REPORT HOLDER: MiTek USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) 60 SWINGLEY RIDGE ROAD CHESTERFIELD, MISSOURI 607 (9) 898-877 www.mitek-us.com uspcustomerservice@mii.com EVALUATION SUBJECT: MiTek USP ANGLES, STRAPS, HANGERS AND TIES FOR WOOD FRAMED CONSTRUCTION.0 EVALUATION SCOPE Compliance with the following codes: 0, 0, 009 and 006 International Building Code (IBC) 0, 0, 009 and 006 International Residential Code (IRC) Property evaluated: Structural.0 USES The MiTek USA, Inc. USP structural connectors described in this report (see Table 7 for a complete listing) are used to connect wood framing members in accordance with Section 0.0. of the 0 IBC (Section 0.9. of the 0, 009 and 006 IBC). The connectors may also be used in structures regulated under the IRC when an engineered design is submitted to, and approved by, the code official, in accordance with Section R0.. of the IRC..0 DESCRIPTION. A Framing Angle: The A framing angle is used to connect wood framing members. The framing angle is manufactured from No. 8 gage steel, and is prepunched for installation with 0d by / -inch-long nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, loading directions, and typical installation details.. AC Framing Angle: The AC framing angle is used to connect wood framing members. The framing angle is manufactured from No. 6 gage steel, and is prepunched for installation with 0d or 6d common nails. See Table and Figure for product dimensions, nailing schedules, allowable loads, loading directions, and typical installation details.. CMST Coil Strap: The CMST coil strap is designed for resisting tension loads for a variety of wood framing applications. The CMST coil strap is cold-formed from either No. or No. gage steel, and is produced in lengths of 0 and / feet (. and 6.0 m), respectively. The CMST coil strap is prepunched for installation with either 0d common or 6d common nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, and a typical installation detail.. CMSTC and MSTC Strap Ties: The CMSTC and MSTC strap ties are designed to connect wood framing members to resist tension forces when attached to multiple -by members. The strap ties are cold-formed from No. or No. 6 gage steel, and are prepunched for installation with 0d or 6d common nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, and a typical installation detail.. FWAN Foundation Wall Anchor: The FWAN foundation wall anchor is designed to transfer lateral loads between the rim board and the sill plate. It is installed as shown in Figures a and b, respectively, for the centered installation and the offset installation. The FWAN foundation wall anchor is cold-formed from No. 6 gage steel and prepunched for installation with 0d common nails. See Tables a and b and Figure for product dimensions, fastener schedule, allowable loads, and typical installation details..6 HH Header Hanger: The HH header hanger is designed to support wood headers over door or window openings. The HH header hanger is cold-formed from No. 6 gage steel, and is prepunched for installation with 6d common nails. See Table 6 and Figure 6 for product dimensions, fastener schedule, allowable loads, and a typical installation details..7 HTW, MTW and LTW Twist Strap Ties: HTW, MTW and LTW twist straps tie framing members to resist tension forces, and may be used for connecting roof trusses to wall top plates, or wall studs to sill plates and rim joists. The HTW twist strap tie is manufactured from No. gage steel. The MTW twist strap tie is manufactured from No. 6 gage steel. The LTW twist strap tie is manufactured from No. 8 gage steel. The twist strap 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- Most Widely Accepted and Trusted Page of ties are prepunched for installation with 0d common and 0d by / -inch-long nails. See Table 7 and Figure 7 for nailing schedules, dimensions and allowable loads..8 JA Joist Angle: The JA joist angle is designed to support wood joists where stirrup-style hangers cannot be installed, or for reinforcement of 90-degree wood connections. The angle is cold-formed from either No. gage or No. 6 gage steel, and is prepunched for installation with either 6d common or 0d by / -inch-long nails. See Table 8 and Figure 8 for product dimensions, fastener schedule, allowable loads, and typical installation details..9 KSA and KHSA Connector Straps: The KSA and KHSA connector straps are designed to transfer tension loads between two opposing purlins or joists across the supporting beam. The KSA connector strap is cold-formed from No. gage steel plate, and is prepunched for installation with either 6d common nails, or / -inch (.7 mm) bolts. The KHSA connector strap is cold-formed from No. gage hot-rolled steel plate, and is prepunched for installation with / -inch-diameter (9 mm) bolts. See Table 9 and Figure 9 for product dimensions, fastener schedule, allowable loads, and typical installation details..0 KHST Strap Tie: The KHST strap tie is designed to connect various wood framing members together to resist tensile forces. The KHST strap tie is fastened to wood framing members with bolts. The KHST strap tie is fabricated from minimum No. or No. 7 gage hot-rolled steel plate, and is prepunched for installation with either / 8 -inch-diameter (.9 mm) or / -inch-diameter (9.0 mm) bolts. See Table 0 and Figure 0 for product dimensions, fastener schedule, and allowable loads.. KRPS Series Strap Ties: The KRPS series strap ties are designed to reinforce notched wood members at the notched locations. The KRPS series strap ties are cold-formed from No. 6 gage steel and prepunched for installation of 6d common nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, and typical installation details.. KST, KSTI and LSTI Strap Ties: The KST, KSTI and LSTI strap ties are designed to connect various wood framing members together to resist tensile forces. The KST strap tie is cold-formed from No. 0 gage, No. gage, No. gage, No. 6 gage or No. 0 gage steel, and is prepunched for either 6d common nails or / -inch-diameter (.7 mm) bolts. The KSTI strap tie is cold-formed from No. gage steel, and is prepunched for installation with 0d-by- / inch nails. The LSTI strap tie is cold-formed from No. 8 gage steel, and is prepunched for installation with 0d by / -inch-long nails. See Table and Figure for product dimensions, fastener schedules, and allowable loads.. KVB and KVBI Knee Braces: The KVB and KVBI knee braces are designed to provide lateral support of the bottom of deep beams by attaching to purlins installed on each side of the beam. The KVB and KVBI knee braces are cold-formed from No. gage steel and are prepunched for installation with either MiTek Pro Series WS wood screws (ESR-76) or 0d common nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, and a typical installation detail.. LFTA6 Strap Tie: The LFTA6 strap tie is used to connect roof trusses to wall top plates or wall studs to sill plates and rim joists. The LFTA6 strap tie is manufactured from No. 6 gage steel, and is prepunched for installation with 8d common and 8d by / -inch-long nails. See Table and Figure for product dimensions, nailing schedules, allowable loads, and typical installation details.. LSTA and MSTA Strap Ties: The LSTA and MSTA strap ties are designed to transfer tension loads between wood members. The LSTA strap tie is cold-formed from either No. 8 gage or No. 0 gage steel. The MSTA strap tie is cold-formed from either No. 6 gage or No. 8 gage steel. LSTA and MSTA strap ties are prepunched for installation with 0d common nails. See Table and Figure for product dimensions, fastener schedule, and allowable loads..6 ML Angles: The ML angles are designed to connect various wood framing members together. The ML angles are cold-formed from No. gage steel and prepunched for installation of WS wood screws (ESR-76). See Table 6 and Figure 6 for product dimensions, fastener schedule, allowable loads, and typical installation details..7 MP Framing Angle: The MP framing angle is manufactured at an angle of 00 degrees and is designed to allow a one-time field adjustment, for framing members connected with an angle ranging from to 80 degrees (flat). The MP framing angle is cold-formed from No. 8 gage steel, and is prepunched for installation with either 0d common or 0d by / -inch-long nails. See Table 7 and Figure 7 for product dimensions, fastener schedules, allowable loads, and typical installation details..8 MP Multi-Purpose Framing Angle: The MP Multi-Purpose framing angle is designed to provide connections for two-way and three-way framing members connected at various angles and configurations. The MP Multi-Purpose framing angle is cold-formed from No. 8 gage steel, and is prepunched for installation with 8d by / -inch-long nails. See Table 8 and Figure 8 for product dimensions, fastener schedule, allowable loads, and a typical installation detail..9 MP_F Multi-Lateral Plate Tie: The MP_F Multi-Lateral plate tie is designed to transfer lateral loads between the top plate of double plates and the rim joist or rim blocking. The MP_F Multi-Lateral plate tie is cold-formed from No. 0 gage steel, and is prepunched for installation with either 8d common or 8d by / -inch-long nails. See Table 9 and Figure 9 for product dimensions, fastener schedule, allowable loads, and a typical installation detail.
ESR- Most Widely Accepted and Trusted Page of.0 RS Coiled Strap: The RS coiled strap is designed to connect various wood framing members together to resist tensile forces. The strap is cold-formed from No. gage, No. 6 gage, No. 8 gage, No. 0 gage or No. gage steel, and is available in cartons containing coils having lengths of feet (7.6 m) or greater. RS coiled strapping is prepunched for installation with either 8d common or 0d common nails. See Table 0 and Figure 0 for product dimensions, required length per specific gravity of wood member, fastener schedules, allowable loads, and a typical installation detail.. RSPT Stud Plate Tie: The RSPT stud plate tie is designed to connect wall studs to single- or double-top plates or sill plates of walls. The RSPT stud plate tie is cold-formed from either No. 8 gage or No. 0 gage steel, and is prepunched for installation with 0d by / -inch-long or 8d by / -inch-long nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, and typical installation details.. SPT Stud-Plate Tie: The SPT stud-plate tie is designed to fasten single and double plates to studs of walls. The SPT stud-plate tie is designed to accommodate connections of double or triple studs to the plate, while the SPT and SPT are designed for connecting a single stud to plates. The SPT stud-plate ties are cold-formed from No. 0 gage steel. The SPT and SPT stud plates are prepunched for installation with 0d common nails and the SPT stud plates are prepunched for installation with 6d common nails. Nails installed into to the wide face of the stud must be driven at 0 degrees from the perpendicular to the stud on the horizontal plane. See Table and Figure for product dimensions, fastener schedule, allowable loads, and a typical installation detail.. SPT, SPTH and SPTHW Stud Plate Ties: The SPT, SPTH and SPTHW stud plate ties are designed to connect wall studs to single- or double-top plates of walls. The SPT and SPTH stud plate ties are cold-formed from No. 8 gage and No. 0 gage steel, respectively, and are prepunched for installation with 0d by / -inch-long nails. See Table and Figure for product dimensions, fastener schedule, allowable loads, and a typical installation detail.. SRC/SRCP Sill Retrofit Connectors: The SRC and SRCP sill retrofit connectors are designed to transfer lateral loads between the sill and the foundation. The SRC consists of a c-shaped channel and a flat plate. The SRCP is a single flat plate. The c-shaped channel is cold-formed from No. gage steel and prepunched for installation of MiTek Pro Series WS6 wood screws (ESR-76). The flat plate is fabricated from No. 0 gage steel and prepunched for installation of WS6 wood screws and / -inch-diameter DeWalt Power-Stud+ SD (ESR-0) carbon steel anchors. See Table and Figure for product dimensions, fastener schedule, allowable loads, and typical installation details.. ST Strap Tie: The ST strap tie is used for various framing applications to resist tension loads between connected wood members. The ST strap tie is cold-formed from No. 6 gage steel, and is prepunched for installation with 6d common nails. See Table and Figure for product dimensions, fastener schedules and allowable loads..6 Materials:.6. Steel: The specific types of steel and corrosion protection for each product are described in Table 6 of this report. The minimum base-steel thicknesses for the different steel gages are shown in the following table: MINIMUM BASE- THICKNESS (in.) 0.09 0 0.0 8 0.0 6 0.0 0.070 0.099 0 0.9 7 0.7 0.0 For SI: inch =. mm..6. Wood: Wood members with which the MiTek USP structural connectors are used must be dimension sawn lumber with a minimum specific gravity of 0.0, or approved structural composite lumber (SCL) with a minimum equivalent specific gravity of 0.0, unless otherwise noted in the applicable table within this report. Wood members must have a moisture content not exceeding 9 percent (6 percent for SCL), except as noted in Section.. Beams, headers, rim joists and other framing members to which the connectors are attached must have an actual dimension of. inches (8 mm) or greater in the direction parallel to the longitudinal axis of the nail or bolt..6. Fasteners: Required faster types and sizes for use with MiTek USP connectors described in this evaluation report are specified in Sections.6.. and.6.. and Tables through..6.. Nails: Nails must conform to ASTM F667, unless otherwise noted, and must have diameters, lengths, 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.. 00,000 8d common 0.. 00,000 0d x / 0.8. 90,000 0d common 0.8.0 90,000 6d common 0.6. 90,000 For SI: inch =. mm; psi = 6,89 Pa..6.. Bolts: At a minimum, bolts must conform to ASTM A07, Grade A, and must have a minimum bending yield strength, F yb, of,000 psi (0 MPa). Required bolt diameters are specified, in inches, within the applicable sections and tables of this evaluation report..6. Use in Treated Wood: Connectors and fasteners used in contact with preservative-treated or fire-retardanttreated wood must comply with IBC Section 0.0. (Section 0.9. in the 0, 009 and 006 IBC) or Section R7. of the 0 and 009 IRC, or Section R9. of the 006IRC. The lumber treater or the report holder (MiTek USA, Inc.), or both, should be contacted for recommendations on the appropriated level of corrosion resistance specified for the connectors and fasteners and
ESR- Most Widely Accepted and Trusted Page of the connection capacities of fasteners and connectors used with the specific proprietary preservative-treated or fire-retardant-treated wood..0 DESIGN AND INSTALLATION. Design: The allowable loads given in Tables through are based on allowable stress design. The use of the tabulated allowable loads for the products listed in Table 7 must comply with all applicable requirements and conditions specified in this evaluation report. The tabulated allowable loads are for normal load duration and/or short load duration, or both, based on load duration factors, C D, in accordance with Section.. of the National Design Specification for Wood Construction (NDS) (Section 0.. of the 0 and 00 NDS for the 0, 009 and 006 IBC and IRC). No further increases are permitted for load durations other than those specified. The tabulated allowable loads are for connections in wood used under continuously dry conditions where the maximum moisture content in wood is 9 percent or less (6 percent or less for SCL) and sustained temperatures are limited to 00 F (7.8 C) or less. When connectors are installed in wood having a moisture content greater than 9 percent (6 percent for engineered wood products), or where the in-service moisture content in wood is expected to exceed this value, the applicable wet service factor, C M, for dowel-type fasteners as specified in the NDS, must be applied, unless otherwise noted in the tables of this report. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 00 F (7.8 C), the allowable loads in this evaluation report must be adjusted by the temperature factor, C t, specified in Section.. of the 0 NDS (0.. for the 0 and 00 NDS). The group action factor, C g, has been accounted for, in accordance with the NDS, in the tabulated allowable loads, where applicable. For connectors installed with bolts, the minimum edge distances and end distances within the wood members must be met, such that the geometry factor, C, is.0, in accordance with 0 NDS Section.. (Section.., of the 0 and 00 NDS) unless otherwise noted in this report. Connected wood members must be checked for load-carrying capacity at the connection in accordance with 0 NDS Section.. (Section 0.. of the 0 and 00 NDS).. Installation: Installation of the MiTek USP connectors must be in accordance with this evaluation report and the manufacturer s published installation instructions. Mechanical fasteners must be installed in wood members in accordance with 0 NDS Section. (Section. for the 0 and 00 NDS). See Figures through for installation details.. Special Inspection:.. Main Windforce-resisting Systems under the IBC: Periodic special inspection must be conducted for components within the main windforce-resisting system, where required in accordance with Sections 70. and 70. of the IBC (Sections 70. and 70.0 of the 0 IBC, Sections 70 and 706 of the 009 IBC, or Section 70 of the 006 IBC), as applicable... Seismic-force-resisting Systems under the IBC: Periodic special inspection must be conducted for components within the seismic-force-resisting system, where required in accordance with IBC Sections 70. and 70. (Sections 70. and 70. of the 0 IBC, or Sections 70 and 707 of the 009 and 006 IBC), as applicable... Installations under the IRC: Special inspections are normally not required for connectors used in structures regulated under the IRC. However, for components and systems requiring an engineered design in accordance with IRC Section R0, periodic special inspection requirements and exemptions must be in accordance with Sections.. and.. of this report..0 CONDITIONS OF USE The MiTek USP 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:. The connectors must be manufactured, identified, designed and installed in accordance with this report and the manufacturer s published instructions. A copy of the manufacturer s published installation instructions must be available at the jobsite at all times during installation. In the event of a conflict between this report and the manufacturer s published installation instructions, this report 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.. Connected wood members and fasteners used must comply with Section.6. and.6., respectively.. Adjustment factors, noted in Section. of this report and the applicable codes, must be considered where applicable.. Use of connectors and fasteners with preservativetreated or fire-retardant-treated lumber must be in accordance with Section.6...6 Structural members to which the connectors are attached must be checked for load-carrying capacity at connections in accordance with the NDS. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC), dated March 08. 7.0 IDENTIFICATION The connectors described in this evaluation report are identified by the product model (stock) number, the number of the ICC-ES index evaluation report for MiTek USA, Inc. (formerly USP Structural Connectors) (ESR-68), and by one or more of the following designations: MiTek USA, Inc.; USP Structural Connectors; USP Structural Connectors, a MiTek Company; USP; or United Steel Products Company.
ESR- Most Widely Accepted and Trusted Page of NUMBER TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR A FRAMING ANGLES DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS,, (inches) LOAD 6 Header Joist (lbs.) DIR. W W L Qty Type Qty Type C D =.00 C D =. C D =. C D =.60 A 8 7 / 6 7 / 6 / 0d x / 0d x / F 80 90 70 F 80 90 60 F 7 7 7 7 Allowable loads shown are for a single angle. When angles are installed on both faces of the joist, the angles must be offset so that the nails from opposing sides do not interfere. Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. 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 F is the vertical download, F is the lateral load towards angle, and F is the lateral load away from angle. FIGURE DIMENSIONS AND INSTALLATION OF A FRAMING ANGLE
ESR- Most Widely Accepted and Trusted Page 6 of NUMBER TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR AC FRAMING ANGLES,,,,,6 DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS (inches) LOAD 7 (lbs.) Header Joist DIR. W W L Qty Type Qty Type C D =.00 C D =. C D =. C D =.60 AC 6 / 6 / 8 7 / 8 AC7 6 / 6 / 8 6 / 6 AC9 6 / 6 / 8 8 7 / 8 For S: inch =. mm, lb =. N. 0d common 0d common 6d common 6d common 0d common 0d common 6d common 6d common 0d common 0d common 6d common 6d common F 7 0 6 F 7 0 6 F 80 9 0 F 0 00 0 670 F 0 00 0 9 F 7 0 0 80 F 00 60 60 7 F 00 60 60 7 F 0 0 60 F 90 66 70 89 F 90 66 70 89 F 70 9 7 F 6 700 7 9 F 6 700 7 900 F 60 00 F 7 8 900,0 F 7 8 900 900 F 9 0 70 70 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. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Section. and Section. for additional design requirements and installation details. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. 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. 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. 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 0d Common nails:.9 For 6d Common nails:.68 7 F is the vertical download, F is the lateral load towards angle, and F is the lateral load away from angle or is the tension load away from the header. FIGURE DIMENSIONS AND INSTALLATION OF AC FRAMING ANGLE
ESR- Most Widely Accepted and Trusted Page 7 of CMST 0 CMST / CMST 0 CMST / TABLE CMST COIL STRAP ALLOWABLE LOADS,,, DIMENSIONS RIM JOIST INSTALLATION FASTENER SCHEDULE ALLOWABLE Coil Nail TENSION Width End Min. Length Cut Length Type Spacing (lbs) (in.) Length Qty. (feet) (O.C.) C D =.6 Installed in wood with a specific gravity of 0.0 or greater Clear Span + 7" 7" 8 6d Common / " Clear Span + 68" 8" / " 96 0d Common Clear Span + " 66" 7" Clear Span + 8" 9" 6 6d Common / " Clear Span + 0" 6" / " 7 0d Common Clear Span + 6" 8" 7" Installed in wood with a specific gravity from 0. to 0.9 Clear Span + 90" " 0 6d Common / " Clear Span + 06" 0" / " 8 0d Common Clear Span + 0" 0" 7" Clear Span + 7" 6" 80 6d Common / " Clear Span + 6" 8" / " 9 0d Common Clear Span + 6" 6" 7" Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6. except that the CMST coil strap may be attached to wood members having a specific gravity from 0. to 0.9, as shown. See Section.6. for required fastener dimensions and mechanical properties. The minimum fastener quantity indicated is the minimum number fasteners required at each end of the connection. Products may have additional holes not needed to meet the allowable tension load of the strap. 9,0 6,60 9,0 6,60 FIGURE CMST COIL STRAP
ESR- Most Widely Accepted and Trusted Page 8 of MSTC8 MSTC0 MSTC MSTC66 MSTC78,, TABLE MSTC AND CMSTC STRAP TIE ALLOWABLE LOADS W DIMENSIONS (in.) L Minimum Nails Per End FASTENERS Type ALLOWABLE TENSION LOADS (lbs) C D =.6 6 8 / 8 0d Common, 6 8 / 7 6d Common,860 6 0 / 6 0d Common,7 6 0 / 6d Common,7 6 / 0 0d Common,7 6 / 6 6d Common,7 6 / 6 0d Common 6,0 6 / 6d Common 6,0 77 / 8 0d Common 6,0 77 / 6d Common 6,0 CMSTC6 6 -- 0 0d Common,7 6 -- 6d Common,7 Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. The length of CMSTC6 strap tie is approximately feet. The CMSTC6 strap tie may be cut to length as necessary for the application provided the minimum nailing requirements at each end are met. FIGURE MSTC AND CMSTC STRAP TIE
ESR- Most Widely Accepted and Trusted Page 9 of FWAN- TZ SILL PLATE X -X X X X6 -X6 X6 X6 For SI: inch =. mm, lbs =. N. TABLE a FOUNDATION WALL ANCHOR FWAN-TZ CENTERED INSTALLATION FASTENER SCHEDULE RIM F Sill Plate Rim Board 7 BOARD MATERIAL C D ALLOWABLE LOADS (LBS), Qty Type Qty Type 0.9.0.6 0.9.0.6 8 0d x / 0d x / / 8 OSB 0 0 0 9,000, 8 0d x / 0d x / x Rim 00 0 9,000,9 8 0d x / 0d x / / LVL 00 0 9,000,9 0d x / 0d x / / 8 OSB 0 0 0,70,00,0 0d x / 0d x / x Rim 00 0,70,00,70 0d x / 0d x / / LVL 00 0,70,00,70 F C D FWAN- TZ SILL PLATE X -X X X X6 -X6 X6 X6 TABLE b FOUNDATION WALL ANCHOR FWAN-TZ OFFSET INSTALLATION,6 FASTENER SCHEDULE RIM F Sill Plate Rim Board 7 BOARD MATERIAL C D ALLOWABLE LOADS (LBS), Qty Type Qty Type 0.9.0.6 0.9.0.6 8 0d x / 0d x / / 8 OSB 0 0 0 8 0d x / 0d x / x Rim 00 0 9,000,0 8 0d x / 0d x / / LVL 00 0 9,000,0 0d x / 0d x / / 8 OSB 0 0 0 0d x / 0d x / x Rim 00 0,0,0,0 0d x / 0d x / / LVL 00 0,0,0,0 Notes for both Tables a and b: Allowable loads have been adjusted for a load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. F loads are parallel to the sill plate and F loads are perpendicular to the sill plate, See Figure. The designer must specify the type, size, and spacing of fasteners connecting the sill plate to the foundation wall. 6 Offset installation requires that the FWAN-TZ be installed within inches of the joist/blocking. 7 Centered installation: fill only triangle holes when nailing to the rim board. Offset installation: fill only diamond holes when nailing to the rim board. F C D FIGURE FWAN FOUNDATION WALL ANCHOR AND TYPICAL INSTALLATION DETAILS
ESR- Most Widely Accepted and Trusted Page 0 of DIMENSIONS (inches) W H TABLE 6 HH HEADER HANGER ALLOWABLE LOADS,, FASTENER SCHEDULE ALLOWABLE LOADS (lbs) Header Stud F F F F Qty Type Qty Type C D =.0 C D =. C D =. C D =.6 C D =.6 C D =.6 HH 6 9 / 6 / 6d Common 9 6d Common,,00,60 8 89,90 HH66 6 / / 6 6d Common 6d Common,76,000,60,0,00 Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. FIGURE 6 HH HEADER HANGER
ESR- Most Widely Accepted and Trusted Page of TABLE 7 NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR HTW, LTW AND MTW TWIST STRAP TIES NUMBER STRAP DIMENSIONS (in.) FASTENER SCHEDULE W L L L Qty Type joist Stud-to-rim installation HTW6 / 6 / 8 / 8 HTW0 / 0 7 / 8 7 / 8 HTW / 9 / 8 9 / 8 HTW8 / 8 / 8 / 8 HTW0 / 0 7 7 / HTW0C / 0 / 8 / 8 ALLOWABLE UPLIFT LOAD, C D =.60 (lbs) Truss-to-top plate installation 6 0d x /,,6 6 0d common,,6 0d x /,,6 0 0d common,,6 0d x /,,6 0 0d common,,6 0d x /,,6 0 0d common,,6 0d x /,,6 0 0d common,,6 0d x /,,6 0 0d common,,6 LTW 8 / / / LTW6 8 / 6 6 / 6 / LTW8 8 / 8 7 / 7 / LTW0 8 / 0 8 / 8 / 0d x / 780 6 0d common 780 6 0d x / 780 6 0d common 780 6 0d x / 780 6 0d common 780 6 0d x / 780 6 0d common 780 6 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 / 6 8 9 / 6 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 0d x /,8 980 0d common,8 980 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 loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Section. for additional design requirements. Allowable uplift loads shown are for installations in sawn lumber or structural composite lumber complying with Section.6.. Listed fastener quantity is the total required for the connection, with half the tabulated quantity at each end. See Section.6. for required nail dimensions and mechanical properties. HTW, LTW and MTW twist strap ties may be installed with either 0d x / or 0d common nails. 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- Most Widely Accepted and Trusted Page of FIGURE 7 DIMENSIONS AND INSTALLATION OF LTW, MTW AND HTW TWIST STRAP TIES
ESR- Most Widely Accepted and Trusted Page of TABLE 8 JA JOIST ANGLE ALLOWABLE LOADS, GA. DIMENSIONS (in.) W JA 6 / / L FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) Header Joist F F F Qty Type Qty Type C D =.0 C D =. C D =. C D =.6 C D =.6 0d x / JA / 6d JA / 6 6d 6 JA7 / 7 8 6d 8 JA9 / 9 0 6d 0 0d x / 0d x / 0d x / 0d x / 0d x / C D =.6 0 0 0 0 00 0 9 9 9 9 6 0 790 8 8 8 890 9,0,8,70,60,0 90,0,8,90,90,6 77 Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installations requirements. See Section.6. for required fastener dimensions and mechanical properties. Allowable loads shown are for installations in wood members complying with Section.6.. Refer to drawings below for illustrations of each load direction. The "F " load direction is that which results in lateral loading of all nails. The "F " load direction is that which results in the wood joist bearing on one leg of the angle, and lateral loading on the header nails. The "F " load direction is that which results in a withdrawal load on either the joist nails or the header nails. Tabulated allowable loads are for a single connector. When using a single angle, the joist must be constrained to provide fixity against rotation. FIGURE 8 JA JOIST ANGLE
ESR- Most Widely Accepted and Trusted Page of TABLE 9 KSA & KHSA CONNECTOR STRAPS,,, DIMENSIONS (inches) FASTENER SCHEDULE ALLOWABLE TENSION LOADS (lbs) Nails Bolts Nails Bolts 6 W L O D D Qty Type Qty Dia. C D =.6 C D =.6 KSA6 / 6 7 7 / 8 9 6 / 6 / 6d Common /,60,0 KHSA 0 9 0 - - - KHSA 8 / 9 0 / - - KHSA 7 9 0 / - - 6 KHSA 6 9 0 / - - 8 KHSA / 6 / 9 0 / - - 0 / -, / -,80 / - 7,00 / - 8,90 / - 0,78 Allowable loads correspond to a load duration factor, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. Wood members must have minimum dimensions of. inches (89 mm) in the direction parallel to the bolt axis. See Section.6. for required fastener dimensions and mechanical properties. Eccentric loading conditions must be considered in connection design. Allowable nail loads and bolt loads are not permitted to be added together. 6 Allowable bolt loads are for single shear conditions. FIGURE 9 KSA & KHSA CONNECTOR STRAPS
ESR- Most Widely Accepted and Trusted Page of TABLE 0 KHST STRAP TIE ALLOWABLE TENSION LOADS,,,, DIMENSIONS (in.) W L Total Quantity KHST 7 / / 6 KHST / 6 KHST 7 / KHST6 6 / FASTENER SCHEDULE ALLOWABLE TENSION LOADS Bolt (lbs) Diameter C D =.6 / 8, / 7,90 / 8 0,8 /,9 Allowable loads have been adjusted for a load duration factor, C D, as shown, in accordance with the NDS. The allowable tension loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable loads are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. Straps must be centered lengthwise on the joint between the two members. Allowable loads are for loading directions parallel to the grain in both wood members. FIGURE 0 KHST STRAP TIE
ESR- Most Widely Accepted and Trusted Page 6 of GA. TABLE KRPS STRAP TIE SERIES ALLOWABLE TENSION LOADS (LBS) DIMENSIONS (INCHES) FASTENER SCHEDULE ALLOWABLE LOADS W L Notch Width Qty Type C D =.60 KRPS8 6 / 8 / 6 / 6d Common, KRPS 6 / / 6 / 6 6d Common,790 KRPS8 6 / 8 / 6 6 6d Common,790 Allowable loads have been adjusted for a load duration factor, C D, as shown, in accordance with the NDS. The allowable tension loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable loads are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. FIGURE KRPS STRAP TIE AND TYPICAL INSTALLATION DETAIL
ESR- Most Widely Accepted and Trusted Page 7 of KST6 0 DIMENSIONS (inches) W L TABLE KST, KSTI AND LSTI STRAP TIE ALLOWABLE LOADS,,, Total Qty. FASTENER SCHEDULE ALLOWABLE DESIGN LOADS (lbs) Nailed Bolted Nailed 6 Bolted, 6 Min Qty. Nail Type Min Qty. Bolt Dia. C D =.6 C D =.6 SG=0. SG=0.0 SG=0. SG=0. SG=0.0 SG=0. / 6 / 6 0 8 6d Com. - - 66 66 66 - - - KST9 0 / 9 7 / 6 6d Com. - -,0,,680 - - - KST 0 / / 6 8 8 6d Com. - -,700,78,78 - - - KST6 0 / / 6 8 6d Com. - -,700,78,78 - - - KST8 6 / 9 / 6 6 6 6d Com. - -,0,9,960 - - - KST 6 / 7 / 6 0 0 6d Com. - -,90,960,960 - - - KST / / 6 6 6d Com. - -,660,77,77 - - - KST7 6 / 6 7 6d Com. /,6,,0,00,90,8 KST7 6 / 6 7 / 8 8 6d Com. 6 KST8 6 / 6 8 6 6d Com. 8 KST60 6 0 / 6 60 7 6 6d Com. 0 KST7 6 0 / 6 7 7 6 6d Com. 0 /,0,0,0,87,0,0 /,0,0,0,,8,9 / 6,70 6,70 6,70,,69,90 / 6,70 6,70 6,70,,69,90 KSTI6 / 6 6 6 6 0d x / - -,90,76,97 - - - KSTI6 / 6 6 6 6 0d x / - -,0,80,0 - - - KSTI8 / 6 8 8 8 0d x / - -,,0,0 - - - KSTI60 / 6 60 60 60 0d x / - -,0,0,0 - - - KSTI7 / 6 7 7 60 0d x / - -,0,0,0 - - - LSTI9 8 / 9 0d x / - -,60,970, - - - LSTI7 8 / 7 8 8 0d x / - -,80,0,0 - - - Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6., except that the KST, KSTI and LSTI straps may be attached to wood members having a minimum specific gravity of 0., 0.0 or 0., as shown, respectively. See Section.6. for required fastener dimensions and mechanical properties. The minimum fastener quantity indicated is the minimum number of fasteners required, with half of the required number of fasteners at each end of the connection. For installations with bolts, the bearing length of the bolts within each wood member must be inches (76. mm) or greater. Bolts must be loaded parallel to the wood grain, and proper end and edge distances must be provided in accordance with Section. of this report. 6 Allowable loads for installations with nails and bolts are not permitted to be added together. 7 For installations with nails, the minimum required number of nails must be used as indicated, with all nail holes between the two inner-most bolt holes being filled first. The strap must also be centered over the connection, lengthwise.
ESR- Most Widely Accepted and Trusted Page 8 of FIGURE KST, KSTI AND LSTI STRAP TIES
ESR- Most Widely Accepted and Trusted Page 9 of TABLE KVB AND KVBI KNEE BRACE ALLOWABLE TENSION LOADS,,, DIMENSIONS (in) Beam FASTENER SCHEDULE Joist ALLOWABLE TENSIONS LOADS (lbs) Beam Depth W L Qty Type Qty Type C D =.0 C D =. C D =. C D =.6 KVB 0" - " / 6 60 WS WS,90,90,90,90 KVB7 " - / " / 6 8 WS WS,90,90,90,90 KVB8 / " - 8 / " / 6 96 WS WS,90,90,90,90 KVB0 8 / " - 6" / 6 0 WS WS,90,90,90,90 KVB 6" - " / 6 WS WS,90,90,90,90 KVBI 0" - " / 6 60 0d Common 0d Common 89 99,060,7 KVBI7 " - / " / 6 8 6 0d Common 0d Common 89 99,060,7 KVBI8 / " - 8 / " / 6 96 6 0d Common 0d Common 89 99,060,7 KVBI0 8 / " - 6" / 6 0 6 0d Common 0d Common 89 99,060,7 KVBI 6" - " / 6 6 0d Common 0d Common 89 99,060,7 Allowable loads correspond to load duration factor, C D, values as shown in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. Allowable loads apply to tensile loads along the length of the strap. Install flanges at angles of degrees or more to the vertical plane to assure proper lateral resistance. See Section.6. for required fastener dimensions and mechanical properties. FIGURE KVB KNEE BRACE
ESR- Most Widely Accepted and Trusted Page 0 of NUMBER TABLE NAILING SCHEDULES, DIMENSIONS AND ALLOWABLE LOADS FOR LFTA6 STRAP TIE DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS,,,6 (lbs) 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 / 6 8d common 980 7 0 6 8d x / 980 7 0 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, and are not permitted to be adjusted for other load durations. See Section. and Section. for additional design requirements and installation details. Allowable loads shown are for installations in sawn lumber or structural composite lumber complying with Section.6.. See Section.6. for required nail dimensions and mechanical properties. Listed fastener quantity is the total required for the connection, with half the quantity at each end. 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 DIMENSIONS AND INSTALLATION OF LFTA6 STRAP TIE
ESR- Most Widely Accepted and Trusted Page of GA TABLE LSTA AND MSTA STRAP TIE ALLOWABLE LOADS,,, DIMENSIONS (inches) W L Total Qty. FASTENER SCHEDULE Min Qty. Nail Type ALLOWABLE LOADS (lbs) SG = 0.0 or greater SG = 0. to 0.9 C D =.6 C D =.6 LSTA9 0 / 9 8 8 0d Common 70 6 LSTA 0 / 0 0 0d Common 90 790 LSTA 0 / 0d Common, 90 LSTA8 0 / 8 0d Common,,0 LSTA 0 / 6 6 0d Common,, LSTA 0 / 8 6 0d Common,, LSTA0 8 / 0 0d Common,60,60 LSTA6 8 / 6 6 0d Common,60,60 MSTA9 8 / 9 8 8 0d Common 70 6 MSTA 8 / 0 0 0d Common 9 80 MSTA 8 / 0d Common, 970 MSTA8 8 / 8 0d Common,0,0 MSTA 8 / 6 6 0d Common,00,9 MSTA 8 / 8 8 0d Common,60, MSTA0 6 / 0 0d Common,06,8 MSTA6 6 / 6 6 6 0d Common,06,06 MSTA8 6 / 8 6 0d Common,0,0 Allowable loads have been adjusted for load duration factors, C D, of.6, 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 Sections. and. for additional design and installations requirements. See Section.6. for required fastener dimensions and mechanical properties. Allowable loads shown are for installations in wood members complying with Section.6., except that the LSTA and MSTA strap ties may be attached to wood members having a specific gravity from 0. to 0.9, as shown. "Total Qty" refers to the total number of nail holes provided in the strap. "Min Qty" is the minimum quantity of fasteners required, with half of the tabulated quantity at each end of the connection. FIGURE LSTA AND MSTA STRAP TIES
ESR- Most Widely Accepted and Trusted Page of TABLE 6 ML ANGLE CONNECTOR ALLOWABLE LOADS FASTENER SCHEDULE ALLOWABLE LOADS, Header Joist DF-L / SP Qty Size Qty Size C D =.00 C D =. C D =. C D =.60 ML-TZ WS WS 6 6 6 6 ML6-TZ WS WS 90,060,07,07 WS Wood Screws (ESR-76) are / -inch-diameter by / inches long and shipped with ML angles. Allowable loads have been adjusted for a load duration factor, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable loads are for installations in wood members complying with Section.6.. FIGURE 6 ML ANGLE CONNECTOR AND TYPICAL INSTALLATION DETAIL
ESR- Most Widely Accepted and Trusted Page of TABLE 7 MP FRAMING ANGLE ALLOWABLE LOADS,,,, DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS (lbs) Header Joist SG=0. SG = 0.0 W L Qty. Type Qty. Type C D =.0 C D =. C D =. C D =.60 C D =.0 C D =. C D =. C D =.60 MP 8 / / 8 MP 8 / / 8 MP7 8 / 7 / 8 MP9 8 / 6 7 / 8 0d x / 0d x / 0 0 0 0 60 90 90 90 0d Com. 0d Com. 0 0 80 80 60 0 0d x / 0d x / 0 70 00 00 80 90 9 0d Com. 0d Com. 0 70 0 60 80 90 70 0d x / 0d x / 8 60 680 600 68 70 80 0d Com. 0d Com. 8 60 800 600 68 70 90 6 0d x / 0d x / 60 70 760 80 70 80 88 960 6 6 0d Com. 0d Com. 60 70 760 960 70 80 88, Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6., except that the MP framing angle may be attached to wood members having a minimum specific gravity of either 0. or 0.0, as shown. See Section.6. for required fastener dimensions and mechanical properties. MP framing angles are manufactured at a 00-degree angle, and are permitted to be adjusted one time to an angle between and 80 degrees (flat), as depicted in Figure 7. Tabulated allowable loads are for a single connector. When using a single angle, the joist must be constrained to provide fixity against rotation. FIGURE 7 MP FRAMING ANGLE
ESR- Most Widely Accepted and Trusted Page of TABLE 8 MP MULTI-PURPOSE FRAMING ANGLES ALLOWABLE LOADS,,,,,6 INSTALL. CONFIG FASTENER SCHEDULE ALLOWABLE LOADS (lbs) Header/Stud Joist/Plate Load C Dir. D =.0 C D =. C D =. C D =.6 Qty Type Qty Type Installed in wood with a specific gravity of 0.0 or greater MP 8 8d x / 8d x / MPA 8 6 8d x / 6 8d x / 6 8d x / 8d x / 6 8d x / 6 8d x / F 00 90 F 00 90 90 F 8 0 9 F 600 6 6 6 F 600 68 7 70 F 80 0 0 A 00 0 70 80 B 00 0 70 8 C 60 60 60 60 A 0 0 0 0 B 0 0 0 0 C 0 0 0 0 MPA 6 8d x / 8d x / F 00 0 0 0 Installed in wood with a specific gravity from 0. to 0.9 MP 8 8d x / 8d x / MPA 8 6 8d x / 6 8d x / 6 8d x / 8d x / 6 8d x / 6 8d x / F 90 0 0 F 90 0 9 F 0 0 0 90 F F 8 60 60 F 80 0 90 A 60 9 0 B 60 9 C A 0 70 70 70 B 00 00 00 00 C 80 80 80 80 MPA 8 6 8d x / 8d x / F 70 80 80 80 Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installations requirements. See Section.6. for required fastener dimensions and mechanical properties. Allowable loads shown are for installations in wood members complying with Section.6.. Refer to drawings below for illustrations of each load direction. The "F " load direction is that which results in a withdrawal load on either the joist nails or the header nails Tabulated allowable loads are for a single connector. When using a single angle, the joist must be constrained to provide fixity against rotation. 6 Some illustrations for the MP 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- Most Widely Accepted and Trusted Page of FIGURE 8 MP MULTI-PURPOSE FRAMING ANGLE
ESR- Most Widely Accepted and Trusted Page 6 of MPF 0 / MP6F 0 / / MPF 0 / MP6F 0 / / TABLE 9 MP_F MULTI-LATERAL PLATE TIE ALLOWABLE LOADS,,,6 DIMENSIONS FASTENERS DIR. (inches) INSTALL. Header/Stud Joist/Plate CONFIG. OF W L Qty Type Qty Type LOAD C D =.0 ALLOWABLE LOADS (lbs) C D =. C D =. C D =.6 Installed in wood with a specific gravity of 0.0 or greater Type 6 8d x / 6 8d x V 90 670 70 70 / H 90 670 70 70 Type 6 8d x / 6 8d x V 90 670 70 70 / H 8 8 8 8 Type 6 8d Common 6 8d Common V 90 670 70 70 H 90 670 70 70 Type 6 8d Common 6 8d Common V 90 670 70 70 H 8 8 8 8 Type 6 8d x / 6 8d x V 90 9 9 9 / H 90 9 9 9 Type 6 8d x / 6 8d x V 90 9 9 9 / H 90 9 9 9 Type 6 8d Common 6 8d Common V 90 9 9 9 H 90 9 9 9 Type 6 8d Common 6 8d Common V 90 9 9 9 H 90 9 9 9 Installed in wood with a specific gravity from 0. to 0.9 Type 6 8d x / 6 8d x V 0 7 6 6 / H 0 7 6 6 Type 6 8d x / 6 8d x V 0 7 6 6 / H 0 7 6 6 Type 6 8d Common 6 8d Common V 0 7 6 6 H 0 7 6 6 Type 6 8d Common 6 8d Common V 0 7 6 6 H 0 7 6 6 Type 6 8d x / 6 8d x V 0 0 0 0 / H 0 0 0 0 Type 6 8d x / 6 8d x V 0 0 0 0 / H 0 0 0 0 Type 6 8d Common 6 8d Common V 0 0 0 0 H 0 0 0 0 Type 6 8d Common 6 8d Common V 0 0 0 0 H 0 0 0 0 Allowable loads have been adjusted for load duration factors, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. See Figure 6 for depiction of installation configurations. For direction of load: V indicates a vertical (uplift) load; H indicates a horizontal (shear) load within the plane of the MP_F plate. 6 The MP_F may be installed over wood-based structural sheathing (as shown in Figure 6) having a maximum thickness of / inch (.7 mm) without adversely affecting the tabulated allowable loads. FIGURE 9 MP_F MULTI-LATERAL PLATE TIE
ESR- Most Widely Accepted and Trusted Page 7 of DIMENSIONS W (in) Coil Length RS-R / ' RS00 / 00' RS0-R 0 / ' RS0 0 / 0' RS00 8 / 00' RS8-R 8 / ' RS00 8 / 00' RS0 6 / 0' RS6-R 6 / ' RS-00 / 00' RS-R / ' TABLE 0 RS COILED STRAPPING ALLOWABLE LOADS,,, REQUIRED LENGTH (in) Cut Length SG = 0. SG = 0.0 End Length FASTENER SCHEDULE Min Qty Type REQUIRED LENGTH (in) Cut Length End Length FASTENER SCHEDULE Min Qty Type Clear Span + 7" 6 0d Com. Clear Span + 6 0d Com. Clear Span + 6 8" 8 8d Com. Clear Span + 6 8d Com. Clear Span + 7" 6 0d Com. Clear Span + 6 0d Com. Clear Span + 6 8" 8 8d Com. Clear Span + 6 8d Com. Clear Span + 6 8" 8 0d Com. Clear Span + 6 0d Com. Clear Span + 8 9" 0 8d Com. Clear Span + 7 6 8d Com. Clear Span + 6 8" 8 0d Com. Clear Span + 6 0d Com. Clear Span + 8 9" 0 8d Com. Clear Span + 7 6 8d Com. Clear Span + 8 9" 0d Com. Clear Span + 6 8 8 0d Com. Clear Span + " 6 8d Com. Clear Span + 8 9 8d Com. Clear Span + 8 9" 0d Com. Clear Span + 6 8 8 0d Com. Clear Span + " 6 8d Com. Clear Span + 8 9 8d Com. Clear Span + 8 9" 0d Com. Clear Span + 6 8 8 0d Com. Clear Span + " 6 8d Com. Clear Span + 8 9 8d Com. Clear Span + " 8 0d Com. Clear Span + 8 9 0d Com. Clear Span + 6 " 8d Com. Clear Span + 6 8d Com. Clear Span + " 8 0d Com. Clear Span + 8 9 0d Com. Clear Span + 6 " 8d Com. Clear Span + 6 8d Com. Clear Span + 0" " 6 0d Com. Clear Span + " " 8 0d Com. Clear Span + " 7" 8d Com. Clear Span + 8" " 8d Com. Clear Span + 0" " 6 0d Com. Clear Span + " " 8 0d Com. Clear Span + " 7" 8d Com. Clear Span + 8" " 8d Com. ALLOWABLE TENSION LOADS (lbs) C D =.6 Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6., except that RS coiled strapping may be attached to wood members having a minimum specific gravity of either 0. or 0.0, as shown. See Section.6. for required fastener dimensions and mechanical properties. Half of the required number of fasteners must be installed at each end of the connection. 9 9,0,0,7,7,7,70,70,60,60 FIGURE 0 RS COILED STRAPPING
ESR- Most Widely Accepted and Trusted Page 8 of DIMENSIONS (in.) TABLE RSPT STUD PLATE TIE ALLOWABLE LOADS,,,,,6 FASTENER SCHDULE ALLOWABLE LOADS (lbs) Stud Plate Uplift Lateral F Lateral F W H Qty Type Qty Type C D =.6 C D =.6 C D =.6 RSPT 0 / / 8 8d x / 8d x / 60 00 RSPT6 8 / 7 / 6 0d x / 0d x / 60 -- -- RSPT6-8 / 7 / 6 8 0d x / 6 0d x / 900 -- -- Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. The Lateral F ' load direction is for lateral loading within the plane of the wall. The Lateral F ' load direction is for lateral loading perpendicular to the plane of the wall. Tabulated allowable loads are for a single connector. RSPT connectors should be installed in pairs at opposite sides of the stud to reduce eccentricity. 6 Nails into pressure-treated bottom / sill plates must have a level of corrosion resistance that is compatible with the preservative treatment. See Section.6. of this report. FIGURE RSPT STUD PLATE TIE
ESR- Most Widely Accepted and Trusted Page 9 of TABLE SPT, SPT, SPT STUD-PLATE TIE ALLOWABLE LOADS,,,, DIMENSIONS (in) FASTENERS SCHEDULE ALLOWABLE LOADS (lbs) W H L Stud Plate Uplift F F Qty Type Qty Type C D =.6 C D =.6 C D =.6 SPT 0 9 / 6 / 8 / 0d Common 0d Common 7 7 SPT 0 9 / 6 / 8 / 6 0d Common 6 0d Common,090 7 SPT 0 9 / 6 6 / 6 / 6 6d Common 6 6d Common, 8 7 Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. for additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. See Section.6. for required fastener dimensions and mechanical properties. The two nails fastened to the wide face of the stud must be driven 0º from the perpendicular on the horizontal plane. The allowable loads are for a single SPT device per connection. If two SPT devices are used for a single connection (with one on either side of the framing), allowable loads may be doubled. FIGURE SPT, SPT AND SPT STUD-PLATE TIE
ESR- Most Widely Accepted and Trusted Page 0 of TABLE SPT, SPTH AND SPTHW STUD PLATE TIE ALLOWABLE LOADS,, DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE UPLIFT LOADS (lbs.) W H Qty Type C D =.6 SPT 0 9 / 6 6 7 / 8 6 0d x / 87 SPT6 0 9 / 6 7 / 8 6 0d x / 87 SPT8 0 7 / 6 8 / 6 0d x / 87 SPTH 8 9 / 6 8 / 8 0d x /,9 SPTH6 8 9 / 6 9 / 8 0d x /,9 SPTH8 8 7 / 6 8 / 0d x /,9 SPTHW 8 / 6 8 / 8 0d x /,9 SPTHW6 8 6 / 6 9 / 8 0d x /,9 For SI: inch =. mm, lb =. N, psi = 6,89 Pa. Allowable loads have been adjusted for a load duration factor, C D, of.6, 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, and are not permitted to be adjusted for other load durations. See Sections. and. additional design and installation requirements. Allowable loads shown are for installations in wood members complying with Section.6.. Wood sill plates must also have a reference compression perpendicular to grain design value, F C-perp, of 6 psi or greater. See Section.6. for required fastener dimensions and mechanical properties. FIGURE SPT, SPTH AND SPTHW STUD PLATE TIES
ESR- Most Widely Accepted and Trusted Page of GA. TABLE SRC/SRCP SILL RETROLFIT CONNECTOR ALLOWABLE LOADS (lbs) FASTENER SCHEDULE SILL PLATE Qty Type Qty Dia. (in.) F PARALLEL TO SILL F PERPENDICULAR TO SILL CONCRETE FOUNDATION, C D =.60 C D =.60 SRC WS6 ½,0 - SRCP 0 WS ½,70 60 Allowable loads have been adjusted for a load duration factor, C D, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections. and. for design and installation requirements. Allowable F loads are for installations in wood members complying with Section.6.. USP WS6 Wood Screws (ESR-76) are / inch in diameter and 6 inches long and are shipped with each SRC connector. USP WS Wood Screws (ESR-76) are / inch in diameter and inches long and are shipped with each SRCP connector. Concrete anchors are / -inch-diameter DeWalt Power-Stud+ SD (ESR-0) carbon steel anchors with minimum inches embedment or equivalent. The minimum concrete compressive strength, f c ' =,00 psi. FIGURE SRC/SRCP SILL RETROLFIT CONNECTOR AND TYPICAL INSTALLATION DETAILS