National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone: 703/931-2187 www.nateval.org Fax: 703/931-6505 NATIONAL EVALUATION REPORT Report No. NER-478 Re-Issued January 1, 2003 DIVISION 06 WOOD AND PLASTICS Section 06090 Wood and Plastic Fastenings REPORT HOLDER: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 WWW.USPCONNECTORS.COM EVALUATION SUBJECT: JOIST HANGERS, TRUSS HANGERS, ADJUSTABLE RAFTER CONNECTORS AND SELF-ADJUSTING BEARING CLIPS Page 1 of 29 Copyright 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein.
Page 2 of 29 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE 1.0 SUBJECT USP Lumber Connectors : 1.1 THF Face Mount Hangers 1.2 HD Face Mount Hangers 1.3 THO Top Mount Hangers 1.4 HHDO Top Mount Hangers 1.5 HDO Top Mount Hangers 1.6 THD Face Mount Truss Hangers 1.7 SKH Skewed Hangers 1.8 TMU Adjustable Rafter Connectors 1.9 TMP Self-adjusting Bearing Clips 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connectors for wood construction. 3.0 DESCRIPTION 3.1 GENERAL National Evaluation Report No. NER-478 The USP Lumber Connectors described in this report are formed from sheet metal into various configurations for use in connecting wood members together. 3.2 MATERIALS 3.2.1 Wood: The wood elements shall have dimensions consistent with the hanger dimension stated in Tables 1 through 11. The allowable design values are based on lumber having a specific gravity of 0.5, such as Douglas Fir-Larch, with moisture content not exceeding 19 percent. The following specifies the minimum width of the supporting wood element depending on the connector series, and the nail size when specified: THF, 1¾ inches (44 mm); HD 1 15 / 16 inches (49 mm); THO 1¾ inches (44 mm) for 10d nails and 1 15 / 16 inches (49 mm) for 16d nails; HHDO inches (60 mm); HDO 1 15 / 16 inches (49 mm); THD 1 15 / 16 inches (49 mm); SKH 1¾ inches (44 mm) for 10d nails and 1 15 / 16 inches (49 mm) for 16d nails; TMU 1 3/4 inches. 3.2.2 Steel: The THO15950, THO15118, THO17950 and THO17118 and THD28-2, THD 210-2, THD48, THD410, and THD412 connectors are fabricated from galvanized steel complying with ASTM A 653 CS with a coating designation of G60, a minimum yield of 28,000 psi (193 MPa) and a minimum tensile strength of 38,000 psi (262 MPa). All other fasteners listed herein are fabricated from galvanized steel complying with ASTM A 653 SS Grade 33 with a coating designation of G60, a minimum yield strength of 33,000 psi (228 MPa) and a minimum tensile strength of 45,000 psi (310 MPa). Minimum material thickness for No. 12 gauge is 0.0994 inch (2.5 mm), for 14 gauge is 0.0705 inch (1.8 mm), for 16 gauge is 0.0575 inch (1.5 mm) and for 18 gauge is 0.0466 inch (1.2 mm). Reissued January 1, 2003 back to the NES home page 3.2.3 Fasteners: Common wire nails conform to FF-N-105B except that the NA20D nail is a 2½ inch (64 mm) long 20d nail, the 10d x 1½ nail is a 10d nail that is 1½ inches (38 mm) long, and the 8d x 1½ nails is a 8d nail that is 1½ inches (38 mm) long. The 8d x 1½ nail shall have a bending yield strength of 100,000 psi (690 MPa). The 10d, 16d, and 10d x 1½ nails shall have a bending yield strength of 90,000 psi (621 MPa). The 20d and NA20D nail shall have a bending yield strength of 80,000 psi (552 MPa). 3.3 CONNECTORS 3.3.1 THF Face Mount Hangers: THF series joist hangers are U-shaped connectors used to support I-joists and laminated veneer lumber (LVL) members of various widths from 1½ to 5¼ inches (38 to 133 mm). The minimum width of the
Page 3 of 29 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE National Evaluation Report No. NER-478 supporting wood member is 1¾ inches (44 mm). THF hangers have 2 and 2½ inch (51 and 64 mm) deep seats with widths varying from 1½ to 5G inches (38 to 137 mm), with varying heights. See Figure 1 and Table 1 for nailing schedules, dimensions and allowable loads. 3.3.2 HD Face Mount Hangers: HD series joist hangers are U-shaped connectors used to support wood members of various widths from 1½ to 5½ inches (38 mm to 140 mm). The minimum width of the supporting wood member is 1 15 / 16 inches (49 mm). The HD hangers have 2 and 2½ inch (51 and 64 mm) deep seats with widths varying from 1 9 / 16 to 5½ inches (40 to 140 mm), and varying heights. See Figure 2 and Table 2 for nail schedules, dimensions and allowable loads. 3.3.3 THO Top Mount I-Joist Hangers: THO series joist hangers are U-shaped connectors used to support I-joists of various widths from 1½ to 4¾ inches. The minimum width of the supporting wood member is 1¾ inches (44 mm) where the 10d x 1½ nails are prescribed and 1 15 / 16 inches (49 mm) where 16d nails are prescribed. The THO hangers have 2,, and 3 inch (51, 60, and 76 mm) deep seats, and varying heights. Seat widths vary from 1 9 / 16 to 4¾ inches (40 to 121 mm). The 2 inch (51 mm) and inch (60 mm) deep hangers have double ribs on each top flange and some inch (60 mm) hangers have an additional rib in the seat area. See Figure 3 and Table 3 for nail schedules, dimensions and allowable loads. 3.3.4 HHDO Top Mount Hangers: HHDO series joist hangers are U-shaped connectors used to support wood members of various widths from 3 to 5½ inches (76 to 140 mm). The minimum width of the supporting wood member is 3 inches (76 mm). The HHDO hangers have 2½, 3, and 3½ inch (64, 76, and 89 mm) deep seats, and varying heights. Seat widths vary from 3F to 5 9 / 16 inches (79 to 141 mm). NA20D nails are supplied with the hangers. See Figure 4 and Table 4 for nail schedules, dimensions and allowable loads. 3.3.5 HDO Top Mount Hangers: HDO series joist hangers are U-shaped connectors used to support wood members of various widths from 1½ to 7 inches (38 to 178 mm). The minimum width of the supporting wood member is 1 15 / 16 inches (49 mm). The HDO hangers have 2, 2½, 3, and 3½ inch (51, 64, 76, and 89 mm) deep seats, with varying heights. Hangers with 2 inch (51 mm) deep seats have a seat width of 5 9 / 16 inches (141 mm), hangers with 2½ inch (64 mm) deep seats have seat widths varying from 1 9 / 16 to 7F inches (40 to 181 mm), and hangers with 3 and 3½ inch (76 and 89 mm) deep seats have seat widths varying from 1 9 / 16 to 4 11 / 16 inches (40 to 119 mm). See Figure 5 and Table 5 for nail schedules, dimensions and allowable loads. 3.3.6 THD Face Mount Truss Hangers: THD series hangers are U-shaped joist hangers used to support 1½ inch (38 mm) wide wood trusses or 1¾ inch (44 mm) wide LVL. The minimum width of supporting wood elements is 1 15 / 16 inches (49 mm). The THD truss hangers have 3 inch (76 mm) deep seats, 1H inches (41 mm) and to 3H inches (48 to 92 mm) wide, and varying heights. See Figure 6 and Table 6 for nail schedules, dimensions and allowable loads. Reissued January 1, 2003 back to the NES home page 3.3.7 SKH Skewed Joist Hangers: SKH series hangers are U-shaped joist hangers used to support wood members such as I-joists and wood joists in various widths from 1½ to 3 inch (38 to 76 mm). The minimum width of the supporting wood members is 1¾ inches (44 mm) where 10d nails are specified and 1 15 / 16 inches (49 mm) where 16d nails are specified. The skew of the wood member is to be in the range of 40 to 50 degrees. SKH hangers have inch (48 mm) deep seats, and varying heights. Seat widths vary from 1 9 / 16 to 3 9 / 16 inches (40 to 90 mm). SKH hangers have oversized nail holes on the 45 degree side to allow angled nailing. See Figure 7 and Table 7 for nail schedules, dimensions and allowable loads. 3.3.8 TMU Adjustable Rafter Connectors: TMU series connectors are adjustable rafter connectors for roof slopes from a positive slope of 8:12 to negative slope of 12:12. The minimum width of the supporting header is 1¾ inches (44 mm). The seat depth is 3½ inches (89 mm), except for the TMU-48 which has a seat depth of 3G inches (86 mm). The seat widths vary from 1 9 / 16 to 3 9 / 16 inches (40 to 90 mm),
Page 4 of 29 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE National Evaluation Report No. NER-478 and varying heights. The nail holes located on the vertical rafter portion of the connector are provided with raised dimples so as to toenail the rafter to the header. See Figure 8 and Table 8 for details regarding nailing schedules, dimensions and allowable loads. 3.3.9 TMP Self-adjusting Bearing Clips: TMP series connectors are used to connect rafters to wall top plates and are fabricated from 18 gauge galvanized steel. The clips adjust from a minimum roof slope of 1:12 to a maximum of 6:12. See Figure 9 and Table 9 for nail schedules, dimensions and allowable loads. 3.4 TORSIONAL TESTS Torsional testing was performed on the products in accordance with ASTM D1761. The frame was made of Douglas Fir-Larch with a moisture content between 17 to 25 percent. See Table 10 for test results. 4.0 INSTALLATION Installation shall comply with the manufacturer's published installation instructions. Copies shall be available at all times on the job site during installation. Notes To All Tables: 1. Uplift loads are increased 33D% and 60% for wind and seismic loads. No further increase is permitted. 2. The allowable design loads are based on lumber with a specific gravity of 0.50. 3. Allowable design loads are for conditions in which the wood moisture content is 19% or less. 4. All fasteners are common type nails unless otherwise noted. 5. The 10d x 1½ nail is 9 gauge wire (0.148 inch diameter) by 1½ inches long. 6. SI: 1 inch = 25.4 mm; 1 lb = 0.4536 kg; 1 psi = 6.895 kpa 5.0 IDENTIFICATION Each of United Steel Products Company connectors described in this report shall be identified by a stamp or label bearing the manufacturer's name and/or USP trademark, the model number and this National Evaluation Service evaluation report number. 6.0 EVIDENCE SUBMITTED 6.1 Structural calculations stamped and sealed by Norris Breivik, P.E., dated November 17, 1993. Reissued January 1, 2003 back to the NES home page 6.2 Load tests conducted in accordance with the intent of ASTM D1761. The following load test reports issued by Twin City Testing Corporation: HHDO- 210-2, 214-2, 216-2 (414192-0122-3, 11/5/91); THD-26, 28, 210 (414491-0112, 1/4/91); THD-175, 177, 179 (414190-0941, 10/15/90);SKH-1720-R, 1724-L (414491-0112, 12/26/90); SKH-1520-L, 1524-R (414092-0122, 11/5/91) LBPH-212 (414191-0276, 2/26/91); TMU-23 (414190-0941, 10/10/90); TMU-175 (414190-0941, 10/10/90); TMP-23 (414190-0941 10/11/90 revised 10/18/90); HHDO-26-2, 28-2, 210-3, 214-3 (414191-0276, 2/20/91); HHDO-410, 612, 614, 616 (41491-0276, 2/26/91); HHDO26-2, 210-2 (Uplift) (414092-0683.4, 5/29/92); THD26, 210 (Uplift) (414092-0683.4, 5/29/92); SKH24, 26, 210 (Uplift) (414092-0683.4, 5/29/92); TMU26, 25 (Uplift) (414092-0683.4, 5/29/92); TMP2 (Uplift) (414092-0683.4, 5/29/92); HHDO26-2, 28-2 (414092-0683, 2/18/92); SKH46, 410, 414 (Addendum 414094-1356.3, 4/14/94); THD28-2, 210-2 (Addendum 414094-1356.9, 4/28/94). 6.3 The following load test reports issued by Professional Service Industry Inc.: THO-17950-2, 17118-2 (721-06008-5A, 1/31/91); THO-35100, 35140, 35180 (721-06008-4A, 1/18/91); SKH-26-2, 28-2, 210-2, 212-2 (721-96009-78, 1/31/91); SKH-36, 38, 310, 312 (721-96009-6B, 1/18/91); TMP-175 and 2 (721-96017-4, 12/18/90); SKH-24, 26, 28, 210 (721-96009-6A, 1/18/91).
Page 5 of 29 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE National Evaluation Report No. NER-478 6.4 Test report on wood connectors (HD 26, HD 28, HD 210, HD 212, HD 214, HD 24-2, HD 26-2, HD 28-2, & HD 210-2) in accordance with ASTM D 1761, prepared by Maxim Technologies, Project Number 3013 71-457.2, dated September 11, 1997, signed by Scott W. Britzius and Derrick J. Swanson. 6.5 Test report on wood connectors (HD26, HD28, HD210, HD212, HD214, HD24-2, HD26-2, HD28-2 & HD210-2) in accordance with ASTM D 1761, prepared by Maxim Technologies, Project Number 3018 98-60740, dated February 10, 1998, signed by Scott W. Britzius and Randy R. Hochstein. 6.6 Test report on wood connectors (THF 15925 & THF 15112,) in accordance with ASTM D 1761, prepared by Maxim Technologies, Project Number 3013 70-8287, dated July 9, 1997, signed by Scott W. Britzius and Amy J. Ostergren. 6.7 Test report on wood connectors (THF 23140, THF 23180, THF 23925, & THF 35925) in accordance with ASTM D 1761, prepared by Huntingdon, Project Number 4140 95-2951, dated September 27, 1995, signed by Arnis L. Kurmis and Derrick J. Swanson. 6.8 Test report on wood connectors (THF 15925-2 & THF 15112-2) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4141 91-0761, dated August 16, 1991, signed by Jeffrey A Brandt. 6.9 Test report on wood connectors (THF 17112-2, THF 17925-2, THF 23100-2, THF 23118-2, & THF 23140-2) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4141 91-0021, dated October 17, 1990, revised February 26, 1991, signed by Jeffrey A. Brandt. 6.10 Test report on wood connectors (THF 17140 & 17140-2) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4141 91-0111, dated November 28, 1990, Revised January 23, 1991, signed by Jeffrey A. Brandt. 6.11 Test report on wood connectors (THF 15925, 15925-2, 16140-2, 23180, & 35925) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4140 92-0683.4, dated May 29, 1992, signed by Jeffrey A. Brandt. 6.12 Test report on wood connectors (THO 15925, THO 15925-2, & THO 23180) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4140 92-0683.4, dated May 29, 1992, signed by Jeffrey A. Brandt. 6.13 Test report on wood connectors (THO 15950, THO 15118, THO 17950, & THO 17118) in accordance with ASTM D 1761, prepared by Huntingdon Engineering & Environmental, Inc., Project Number 4140 94-2527, dated September 1, 1994, signed by Arnis L. Kurmis and Derrick J. Swanson. 6.14 Test report on wood connectors (THO 15118, THO 15118-2, THO 15950, & THO 15950-2) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4141 91-0761, dated August 15, 1991, signed by Jeffrey A. Brandt. Reissued January 1, 2003 back to the NES home page 6.15 Test report on wood connectors (THO 17118, THO 17140, & THO 17950) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4144 91-0112, dated December 26, 1990, signed by Jeffrey A. Brandt. 6.16 Test report on wood connectors (THO 23140 & THO 23180) in accordance with ASTM D 1761, prepared by Maxim Technologies, Project Number 97-52712, dated October 7, 1997, signed by Scott W. Britzius and Derrick J. Swanson.
Page 6 of 29 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE National Evaluation Report No. NER-478 6.17 Test report on wood connectors (THO 23100, THO 23100-2, THO 23118, THO 23140-2, & THO 23180-2) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4144 91-0112, dated December 26, 1990, revised January 4, 1991, signed by Jeffrey A. Brandt. 6.18 Test report on wood connectors (TMU 210) in accordance with ASTM D 1761, prepared by Twin City Testing Corporation, Project Number 4140 95-1944.5, dated July 10, 1995, signed by Arnis L. Kurmis and Derrick J. Swanson. 6.19 Test report on Flexural Testing of Nails, prepared by Maxim Technologies, Project Number 3018 98-60740.1, dated February 20, 1998, signed by Scott W. Britzius and Randy R. Hochstein. 6.20 Structural calculations stamped and sealed by Thomas A. Kolden, P.E. dated October 10, 1997. 6.21 Structural calculations for the TMU 210 connector stamped and signed by Thomas A. Kolden, P.E. dated January 5, 1998. 6.22 Test report on wood connectors (HD Series) in accordance with ASTM D 1761, prepared by Maxim Technologies, Project Number 3018 98-60740, dated February 10, 1998, signed by Scott W. Britzius and Randy R. Hochstein. 6.23 Test report on wood connectors (THD-35100; THD-35140 and THD-35180) in accordance with ASTM D 1761, prepared by Professional Service Industries, Inc., dated January 18, 1991, signed by Randy T. Webb and Donald A. DeVisser, P.E. 6.24 Test report on wood connectors (THF 23100 Series) in accordance with ASTM D 1761, prepared by Stork/Twin City Testing Corp., Project No. 18-01 30294, dated February 8, 2001, signed by Randy T. Webb and Donald A. DeVisser, P.E. 6.25 Test report on wood connectors (SKH Series) in accordance with ASTM D 1761, prepared by Stork/Twin City Testing Corp., Project No. 3018 01-30642.5, dated September 26, 2001, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 6.26 Test report on wood connectors (THD 610 & 612 Series) in accordance with ASTM D 1761, prepared by Stork/Twin City Testing Corp., Project No. 3018 01-30942.4, dated September 25, 2001, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 6.27 Test report on wood connectors (HDO Series) in accordance with ASTM D 1761, prepared by Stork/Twin City Testing Corp., Project No. 3018 01-31031, dated October 18, 2001, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 6.28 Test report on wood connectors (THF 17157 & 25160) in accordance with ASTM D 1761, prepared by Stork/Twin City Testing Corp., Project No. 18 0-0435.3, dated August 21, 2000, signed by Scott W. Britzius and Derrick J. Swanson, P.E. Reissued January 1, 2003 back to the NES home page 6.29 Test report on Lumber Connector Material Strength and Lumber Connector Test Member Wood Density, prepared by Stork/Twin City Testing Corp., Project No. 180-0435.3, dated August 21, 2000, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 6.30 Test report on wood connectors (THF 15925, 15112, & 15140 Series) in accordance with ASTM D 1761, prepared by Stork/Twin City Testing Corp., Project No. 3018 01-31127, dated November 14, 2001, signed by Scott W. Britzius and Derrick J. Swanson, P.E.
Page 7 of 29 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE 7.0 CONDITIONS OF USE National Evaluation Report No. NER-478 The National Evaluation Service Committee finds that the United Steel Products Company wood connectors described in this report comply with or are acceptable alternatives to the methods and products specified in the BOCA National Building Code/1999, the 1999 Standard Building Code, the 1997 Uniform Building Code, the International Building Code 2000, and the International Residential Code 2000 subject to the following conditions: 7.1 The connectors are manufactured, identified and installed in accordance with this report and the manufacturer s installation instructions. 7.2 All framing members shall be designed in accordance with the applicable code. 7.3 The maximum allowable load shall be determined with the applicable duration of load from the appropriate Table 1 through 11. 7.4 Allowable connector loads listed in this report are for lumber with a moisture content of 19 percent or less that are used under continuously dry conditions and a specific gravity of 0.5 minimum. In areas using the Uniform Building Code and for connections in wood that is unseasoned or partially seasoned, or when connections are exposed to wetservice conditions in use, the allowable loads in this report are multiplied by the moisture content factor, C m, specified by the Uniform Building Code. 7.5 The scope of this evaluation is limited to connectors which are installed on lumber that has not been treated with fire-retardant or preservative-treatment chemicals. 7.6 Design calculations and details for specific applications shall be furnished to the code official verifying compliance with this report and the applicable code, as indicated in this report. The individual preparing such documents shall posses the necessary credentials regarding competency and qualifications as required by the applicable cade and the professional registration laws of the state where the construction is undertaken. 7.7 In jurisdictions using the International Building Code, load combinations shall be in accordance with Section 1605.3.2 of the code. 7.8 This report is subject to periodic re-examination. For information on the current status of this report, consult the NES Product Evaluation Listing or contact the NES. Reissued January 1, 2003 back to the NES home page
THF 15925-2 16 3F THF 15112-2 16 3F THF 15140-2 12 3F THF 16925 18 1H THF 16112 18 1H THF 16140 18 1H THF 16925-2 16 3G THF 16112-2 16 3G THF 16140-2 12 TABLE 1 - THF SERIES Header Joist F = 460 psi F = 625 psi Uplift NO. GAUGE W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THF 15925 18 1½ 9 1 / 16 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 12-10d 2-10d x 1½ 1345 1545 1610 1345 1545 1680 245 280 THF 15112 18 1½ 11 1 / 16 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 16-10d 2-10d x 1½ 1565 1590 1610 1795 2060 2105 245 280 THF 15140 18 1½ 13½ 2 12-10d 2-10d x 1½ 1345 1545 1610 1345 1545 1680 245 280 20-10d 2-10d x 1½ 1565 1590 1610 2060 2085 2105 245 280 9 3 / 16 2½ 12-10d 6-10d 1350 1555 1690 1350 1555 1690 900 1080 10 13 / 16 2½ 14-10d 6-10d 1575 1810 1970 1575 1810 1970 900 1080 12¾ 2½ 18-10d 6-10d 2135 2455 2615 2135 2455 2670 950 1140 9 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 280 11 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 16-10d 2-10d x 1½ 1680 1705 1725 1795 2060 2240 245 280 13 7 / 16 2 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 280 20-10d 2-10d x 1½ 1680 1705 1725 2215 2245 2260 245 280 9 1 / 16 2½ 12-10d 6-10d 1350 1555 1690 1350 1555 1690 900 1080 10¾ 2½ 14-10d 6-10d 1575 1810 1970 1575 1810 1970 900 1080 2½ 18-10d 6-10d 2135 2455 2670 2135 2455 2670 950 1140 THF 17925 18 3G 1¾ 8 15 / 16 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 280 12H THF 17112 18 1¾ 10 15 / 16 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 16-10d 2-10d x 1½ 1795 1820 1840 1795 2060 2240 245 280 THF 17140 18 1¾ 13G THF 17112-2 16 3H THF 17140-2 12 3H THF 17157-2 12 3H 2 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 280 20-10d 2-10d x 1½ 1795 1820 1840 2240 2400 2415 245 280 THF 17157 18 1 13 / 16 15¾ 3½ 24-10d 2-10d x 1½ 2290 2290 2290 2290 2290 2290 245 280 THF 17925-2 16 3H 8 5 / 16 2½ 12-10d 6-10d 1350 1555 1690 1350 1555 1690 900 1080 10 9 / 16 2½ 14-10d 6-10d 1575 1810 1970 1575 1810 1970 900 1080 12½ 2½ 20-10d 6-10d 2370 2730 2965 2370 2730 2965 950 1140 15¾ 2½ 22-10d 6-10d 2610 3000 3260 2610 3000 3260 950 1140 Table 1 continued on next page. Page 8 of 29 National Evaluation Report No. NER-478
STOCK NO. STEEL GAUGE THF20925 18 2 8I THF20112 18 2 10I TABLE 1 - THF SERIES - CONTINUED DIMENSIONS (in) Header Joist F = 460 psi F = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% 2 2 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 280 8-10d 2-10d x 1½ 895 1030 1120 895 1030 1120 245 280 16-10d 2-10d x 1½ 1795 2050 2070 1795 2060 2240 245 280 THF20925-2 16 4F THF20112-2 16 4F THF20140-2 16 THF 23925-2 16 4¾ THF 25112 18 2½ 11F THF 25120 18 2½ THF20140 18 2 13¼ 2 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 280 20-10d 2-10d x 1½ 2025 2050 2070 2240 2470 2470 245 280 8 11 / 16 2½ 12-10d 6-10d 1350 1555 1690 1350 1555 1690 900 1080 11 2½ 16-10d 6-10d 1800 2070 2250 1800 2070 2250 900 1080 2½ 20-10d 6-10d 2250 2590 2815 2250 2590 2815 900 1080 THF 23925 18 4F 2 5 / 16 9 3 / 16 2½ 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 175 175 THF 23100 18 2 5 / 16 9 3 / 16 2½ 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 245 295 THF 23112 18 2 5 / 16 11 3 / 16 2½ 14-10d 2-10d x 1½ 1570 1805 1960 1570 1805 1960 245 295 THF 23140 16 2 5 / 16 13½ 2½ 18-10d 2-10d x 1½ 2025 2330 2535 2025 2330 2535 245 295 THF 23160 16 2 5 / 16 15 9 / 16 2½ 22-10d 2-10d x 1½ 2475 2850 2890 2475 2850 3035 245 295 THF 23180 16 2 5 / 16 17F 2½ 24-10d 8-10d x 1½ 2700 3105 3375 2700 3105 3375 975 1170 2½ 14-10d 6-10d 1575 1810 1970 1575 1810 1970 900 1080 THF 23100-2 16 4¾ 8G 10 2½ 14-10d 6-10d 1575 1810 1970 1575 1810 1970 900 1080 THF 23112-2 16 4¾ 10 11 / 16 2½ 16-10d 6-10d 1800 2070 2250 1800 2070 2250 900 1080 THF 23118-2 16 4¾ 10 11 / 16 2½ 16-10d 6-10d 1800 2070 2250 1800 2070 2250 900 1080 THF 23140-2 12 4¾ 13 5 / 16 2½ 20-10d 6-10d 2370 2730 2965 2370 2730 2965 950 1140 THF 23160-2 12 4¾ 15 15 / 16 2½ 24-10d 6-10d 2845 3275 3560 2845 3275 3560 950 1140 THF 25925 18 2½ 9F 2½ 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 175 175 2½ 14-10d 2-10d x 1½ 1570 1805 1960 1570 1805 1960 245 295 2½ 14-10d 2-10d x 1½ 1570 1805 1960 1570 1805 1960 245 295 THF 25130 16 2½ 11F 12¼ 2½ 18-10d 2-10d x 1½ 2025 2280 2280 2025 2280 2280 245 295 THF 25140 16 2½ 13 7 / 16 2½ 18-10d 2-10d x 1½ 2025 2330 2535 2025 2330 2535 245 295 THF 25160 16 2½ 15½ 2½ 22-10d 2-10d x 1½ 2475 2850 3035 2475 2850 3035 245 295 13H Table 1 continued on next page. Page 9 of 29 National Evaluation Report No. NER-478
THF 25925-2 16 5F THF 25112-2 16 5F THF 25140-2 12 5F THF 25160-2 12 5F THF 26925 18 2H THF 26112 18 2H THF 26140 16 2H THF 26160 16 2H THF 26925-2 16 5G THF 26112-2 16 5G THF 26140-2 12 5G THF 26160-2 12 5G THF 35925 18 3½ 8H THF 35112 18 3½ TABLE 1 - THF SERIES - CONTINUED Header Joist F = 460 psi F = 625 psi Uplift NO. GAUGE W H D Qty Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% 8 7 / 16 2½ 12-10d 6-10d 1350 1555 1690 1350 1555 1690 900 1080 10 7 / 16 2½ 16-10d 6-10d 1800 2070 2250 1800 2070 2250 900 1080 13 1 / 16 2½ 20-10d 6-10d 2370 2730 2965 2370 2730 2965 950 1140 15¾ 2½ 24-10d 6-10d 2845 3275 3560 2845 3275 3560 950 1140 9 1 / 16 2½ 12-10d 2-10d x 1½ 1345 1545 1680 1345 1545 1680 175 175 11 1 / 16 2½ 14-10d 2-10d x 1½ 1570 1805 1960 1570 1805 1960 245 295 2½ 18-10d 2-10d x 1½ 2025 2330 2535 2025 2330 2535 245 295 15 7 / 16 2½ 22-10d 2-10d x 1½ 2475 2850 3035 2475 2850 3035 245 295 8 5 / 16 2½ 12-10d 6-10d 1350 1555 1690 1350 1555 1690 900 1080 10 5 / 16 2½ 16-10d 6-10d 1800 2070 2250 1800 2070 2250 900 1080 12 15 / 16 2½ 20-10d 6-10d 2370 2730 2965 2370 2730 2965 950 1140 2½ 24-10d 6-10d 2845 3275 3560 2845 3275 3560 950 1140 2½ 12-10d 2-10d 1345 1545 1680 1345 1545 1680 245 245 2½ 16-10d 2-10d 1795 2060 2240 1795 2060 2240 245 245 THF 35140 16 3½ 10H 12 15 / 16 2½ 20-10d 2-10d 2250 2590 2815 2250 2590 2815 245 245 THF 35157 16 3½ 15 2½ 22-10d 2-10d 2475 2850 3095 2475 2850 3095 245 245 THF 35165 16 3½ 16 9 / 16 2½ 24-10d 8-10d 2700 3105 3375 2700 3105 3375 1200 1295 13G 15H Page 10 of 29 National Evaluation Report No. NER-478
HD 26-2 14 3F HD 28-2 14 3F HD 210-2 14 3F HD 212-2 14 3F HD 214-2 14 3F HD 216-2 14 3F HD 26-3 14 4H HD 28-3 14 4H HD 210-3 14 4H HD 212-3 14 4H HD 214-3 14 4H HD 216-3 14 TABLE 2 - HD SERIES Header NO. GAUGE Joist F = 460 psi F = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% HD 26 14 1 9 / 16 3½ 2 4-16d 2-10d x1½ 545 625 680 545 625 680 255 290 HD 28 14 1 9 / 16 5¼ 2 8-16d 4-10d x1½ 1090 1250 1360 1090 1250 1360 510 615 HD 210 14 1 9 / 16 7 3 / 16 2 12-16d 4-10d x1½ 1630 1820 1860 1630 1875 2040 510 615 HD 212 14 1 9 / 16 9¼ 2 16-16d 6-10d x1½ 1955 2040 2100 2175 2500 2595 770 920 HD 214 14 1 9 / 16 11½ 2 20-16d 6-10d x1½ 1955 2040 2100 2450 2535 2595 770 920 HD 216 14 1 9 / 16 13½ 2 24-16d 8-10d x1½ 2150 2265 2340 2645 2760 2835 1025 1065 HD 24-2 14 3F 3½ 2½ 4-16d 2-10d 545 625 680 545 625 680 305 320 2½ 12-16d 6-10d 1630 1875 2040 1630 1875 2040 910 1095 2½ 14-16d 6-10d 1905 2190 2380 1905 2190 2380 910 1095 9 2½ 18-16d 10-10d 2450 2815 3060 2450 2815 3060 1520 1825 11 2½ 22-16d 10-10d 2990 3440 3740 2990 3440 3740 1520 1825 13 2½ 24-16d 10-10d 3265 3755 4080 3265 3755 4080 1520 1825 15 2½ 26-16d 12-10d 3535 4065 4420 3535 4065 4420 1825 2190 2½ 12-16d 6-10d 1630 1875 2040 1630 1875 2040 910 1095 2½ 12-16d 6-10d 1630 1875 2040 1630 1875 2040 910 1095 8¼ 2½ 18-16d 12-10d 2450 2815 3060 2450 2815 3060 1825 2190 10¼ 2½ 22-16d 10-10d 2990 3440 3740 2990 3440 3740 1520 1825 12¼ 2½ 24-16d 10-10d 3265 3755 4080 3265 3755 4080 1520 1825 14¼ 2½ 26-16d 12-10d 3535 4065 4420 3535 4065 4420 1825 2190 HD 34 14 4H 2 9 / 16 3 2 4-16d 2-10d x1½ 545 625 680 545 625 680 255 290 HD 36 14 2 9 / 16 4¾ 2 8-16d 4-10d x1½ 1090 1250 1360 1090 1250 1360 510 615 HD 38 14 2 9 / 16 6¾ 2 12-16d 4-10d x1½ 1630 1875 2040 1630 1875 2040 510 615 HD 310 14 2 9 / 16 7 7 / 16 2½ 14-16d 6-10d x1½ 1905 2190 2380 1905 2190 2380 770 920 HD 312 14 2 9 / 16 9 5 / 16 2½ 16-16d 10-10d x1½ 2175 2500 2720 2175 2500 2720 1065 1065 HD 314 14 2 9 / 16 11 5 / 16 2½ 20-16d 10-10d x1½ 2720 3130 3400 2720 3130 3400 1065 1065 HD 316 14 2 9 / 16 13 5 / 16 2½ 24-16d 10-10d x1½ 3265 3755 4075 3265 3755 4080 1065 1065 1 Minimum header thickness shall be 1 15 / 16 inches. Table 2 continued on next page. 5F 7F 4G 6G Page 11 of 29 National Evaluation Report No. NER-478
HD 17925 14 1 13 / 16 9F HD 17112 14 1 13 / 16 HD 27112 14 2¾ 10I HD 2714 14 2¾ TABLE 2 - HD SERIES- CONTINUED Header NO. GAUGE Joist F = 460 psi F = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% HD 38-2 14 2½ 14-16d 6-10d 1905 2190 2380 1905 2190 2380 910 1095 5F HD 310-2 14 8 2½ 18-16d 10-10d 2450 2815 3060 2450 2815 3060 1520 1825 5F HD 312-2 14 1 2½ 22-16d 10-10d 2990 3440 3740 2990 3440 3740 1520 1825 HD 44 14 5F 3 9 / 16 3 5 / 16 2½ 4-16d 2-10d 545 625 680 545 625 680 305 320 HD 46 14 3 9 / 16 4 15 / 16 2½ 12-16d 6-10d 1630 1875 2040 1630 1875 2040 910 1095 HD 48 14 3 9 / 16 2½ 14-16d 6-10d 1905 2190 2380 1905 2190 2380 910 1095 HD 410 14 3 9 / 16 6I 8 13 / 16 2½ 18-16d 10-10d 2450 2815 3060 2450 2815 3060 1520 1825 HD 412 14 3 9 / 16 10 13 / 16 2½ 22-16d 10-10d 2990 3440 3740 2990 3440 3740 1520 1825 HD 414 14 3 9 / 16 12 13 / 16 2½ 24-16d 10-10d 3265 3755 4080 3265 3755 4080 1520 1825 HD 416 14 3 9 / 16 14 13 / 16 2½ 26-16d 12-10d 3535 4065 4420 3535 4065 4420 1825 2190 HD 418 14 3 9 / 16 16½ 2½ 28-16d 8-10d 3810 4380 4570 3810 4380 4570 1215 1425 HD 66 14 5½ 3 15 / 16 2½ 12-16d 6-10d 1630 1875 2040 1630 1875 2040 910 1095 HD 68 14 5½ 5 15 / 16 2½ 14-16d 6-10d 1905 2190 2380 1905 2190 2380 910 1095 HD 610 14 5½ 7 13 / 16 2½ 18-16d 10-10d 2450 2815 3060 2450 2815 3060 1520 1825 HD 612 14 5½ 9 13 / 16 2½ 22-16d 10-10d 2990 3440 3740 2990 3440 3740 1520 1825 HD 614 14 5½ 11 13 / 16 2½ 24-16d 10-10d 3265 3755 4080 3265 3755 4080 1520 1825 HD 616 14 5½ 13 13 / 16 2½ 26-16d 12-10d 3535 4065 4420 3535 4065 4420 1825 2190 HD 1770 14 1 13 / 16 7F 2 14-16d 4-10d x1½ 1905 2050 2090 1905 2190 2335 510 615 2 18-16d 6-10d x1½ 2185 2270 2330 2450 2775 2775 770 920 2 22-16d 6-10d x1½ 2185 2270 2330 2765 2850 2910 770 920 HD 1714 14 1 13 / 16 11G 13 5 / 16 2 26-16d 8-10d x1½ 2380 2495 2570 2955 3070 3150 1025 1065 HD 27925 14 2¾ 8H 2 18-16d 6-10d x1½ 2450 2775 2775 2450 2775 2775 770 920 2 22-16d 6-10d x1½ 2990 3135 3195 2990 3440 3610 770 920 2 26-16d 8-10d x1½ 3240 3355 3435 3535 3610 3610 1025 1065 HD 32105 14 3¼ 12I 9 15 / 16 2½ 22-16d 10-10d 2290 3440 3740 2990 3440 3740 1520 1825 HD 3212 14 3¼ 2½ 24-16d 10-10d 3265 3755 4080 3265 3755 4080 1520 1825 HD 5112 14 5¼ 1 9 15 / 16 2½ 22-16d 10-10d 2290 3440 3740 2990 3440 3740 1520 1825 HD 51135 14 5¼ 12 15 / 16 2½ 26-16d 12-10d 3535 4062 4420 3535 4065 4420 1825 2190 1 Minimum header thickness shall be 1 15 / 16 inches. 6F Table 2 continued on next page. Page 12 of 29 National Evaluation Report No. NER-478
TABLE 2 - HD SERIES- CONTINUED Header NO. GAUGE Joist F = 460 psi F = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% HD 5210 14 2½ 18-16d 10-10d 2450 2815 3060 2450 2815 3060 1520 1825 5G HD 5212 14 2½ 22-16d 10-10d 2990 3440 3740 2990 3440 3740 1520 1825 5G HD 5214 14 2½ 24-16d 10-10d 3265 3755 4080 3265 3755 4080 1520 1825 5G HD 5216 14 2½ 30-16d 12-10d 4080 4570 4570 4080 4570 4570 1825 2190 1 5G Minimum header thickness shall be 1 15 / 16 inches. 7I 9I 1 13I Page 13 of 29 National Evaluation Report No. NER-478
THO 15925-2 16 3 1 / 16 9¼ THO 15950-2 16 3 1 / 16 9½ THO 15112-2 16 3 1 / 16 11¼ THO 15118-2 16 3 1 / 16 1 THO 15120-2 16 3 1 / 16 12 THO 15140-2 12 3 1 / 16 14 3 THO 16950-2 16 3 5 / 16 9½ THO 16112-2 16 3 5 / 16 11¼ THO 16118-2 16 3 5 / 16 1 THO 16120-2 16 3 5 / 16 12 TABLE 3 - THO SERIES Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THO 15925 18 1 9 / 16 9¼ 2 1½ 4 2 10dx1½ 2-10dx1½ 1005 1005 1005 1005 1005 1005 230 230 THO 15950 18 1½ 9½ 2 1½ 4 2 10dx1½ 2-10dx1½ 1090 1090 1090 1090 1090 1090 115 115 THO 15112 16 1 9 / 16 11¼ 2 1 7 / 16 4 2 10dx1½ 2-10dx1½ 985 1010 1030 1030 1030 1030 230 230 THO 15118 18 1½ 2 1 9 / 16 4 2 10dx1½ 2-10dx1½ 1205 1205 1205 1205 1205 1205 135 135 THO 15120 16 1 9 / 16 1 12 2 1 9 / 16 4 2 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 15140 16 1 9 / 16 14 1½ 4 6 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 1½ 4 6 16d 6-10d 2045 2165 2245 2490 2500 2500 905 1085 1½ 4 6 16d 6-10d 2045 2165 2245 2490 2500 2500 905 1085 1 9 / 16 4 6 16d 6-10d 2080 2200 2280 2535 2535 2535 905 1085 1½ 4 6 16d 6-10d 2030 2150 2230 2465 2535 2535 905 1085 2 4 6 16d 6-10d 2415 2535 2535 2535 2535 2535 905 1085 4 6 16d 6-10d 2535 2535 2535 2535 2535 2535 950 1140 THO 16925 18 1 11 / 16 9¼ 2 1½ 4 2 10dx1½ 2-10dx1½ 1005 1005 1005 1005 1005 1005 230 230 THO 16950 18 1 11 / 16 9½ 2 1½ 4 2 10dx1½ 2-10dx1½ 1005 1005 1005 1005 1005 1005 230 230 THO 16112 16 1 11 / 16 11¼ 2 1½ 4 2 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 16118 16 1 11 / 16 2 1½ 4 2 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 16120 16 1 11 / 16 1 12 2 1½ 4 2 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 16140 16 1 11 / 16 14 3 1¾ 4 6 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 16925-2 16 3 5 / 16 9¼ 1½ 4 6 16d 6-10d 2045 2165 2245 2490 2500 2500 905 1085 1½ 4 6 16d 6-10d 2045 2165 2245 2490 2500 2500 905 1085 1 9 / 16 4 6 16d 6-10d 2080 2200 2280 2535 2535 2535 905 1085 1 9 / 16 4 6 16d 6-10d 2080 2200 2280 2535 2535 2535 905 1085 1½ 4 6 16d 6-10d 1870 1990 2070 2250 2370 2450 905 1085 THO 16140-2 12 3 5 / 16 14 3 1¾ 4 6 16d 6-10d 2535 2535 2535 2535 2535 2535 950 1140 Table 3 continued on next page. Page 14 of 29 National Evaluation Report No. NER-478
TABLE 3 - THO SERIES - CONTINUED Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THO 17925 18 1 13 / 16 9¼ 2 1 9 / 16 4 2 10dx1½ 2-10dx1½ 995 995 995 995 995 995 230 230 THO 17950 18 1¾ 9½ 2 1½ 4 2 10dx1½ 2-10dx1½ 1260 1260 1260 1260 1260 1260 140 140 THO 17112 16 1 13 / 16 11¼ 2 1 9 / 16 4 2 10dx1½ 2-10dx1½ 1090 1100 1100 1100 1100 1100 230 230 THO 17118 18 1¾ 2 1 9 / 16 4 2 10dx1½ 2-10dx1½ 1305 1305 1305 1305 1305 1305 175 175 THO 17140 16 1 13 / 16 1 14 3 1¾ 4 6 10dx1½ 2-10dx1½ 1760 1760 1760 1760 1760 1760 230 230 THO 17160 16 1 13 / 16 16 3 4 6 10dx1½ 2-10dx1½ 1760 1760 1760 1760 1760 1760 230 230 1H THO 17925-2 16 3 9 / 16 9¼ 1½ 4 6 16d 6-10d 2045 2165 2245 2490 2610 2665 905 1085 THO 17950-2 16 3 9 / 16 9½ 1 9 / 16 4 6 16d 6-10d 2095 2215 2295 2555 2665 2665 905 1085 THO 17112-2 16 3 9 / 16 11¼ 1 9 / 16 4 6 16d 6-10d 2080 2200 2280 2535 2660 2700 905 1085 THO 17118-2 16 3 9 / 16 1 9 / 16 4 6 16d 6-10d 1945 2070 2150 2355 2475 2555 905 1085 THO 17140-2 12 3 9 / 16 1 14 3 1 15 / 16 4 6 16d 6-10d 2995 3125 3205 3700 3700 3700 950 1140 THO 17160-2 12 3 9 / 16 16 3 1 15 / 16 4 6 16d 6-10d 2995 3125 3205 3700 3700 3700 950 1140 THO 20950 18 2 1 / 16 9½ 2 2 4 2 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 20118 18 2 1 / 16 2 2 4 2 10dx1½ 2-10dx1½ 1030 1030 1030 1030 1030 1030 230 230 THO 20140 18 2 1 14 2¼ 2 4 6 10dx1½ 2-10dx1½ 1760 1760 1760 1760 1760 1760 230 230 THO 20160 18 2 16 2¼ 2 4 6 10dx1½ 2-10dx1½ 1760 1760 1760 1760 1760 1760 230 230 THO 20950-2 16 4 1 / 16 9½ 3 2 1 / 16 4 6 16d 6-10d 2665 2665 2665 2665 2665 2665 905 1085 THO 20118-2 16 4 1 / 16 3 2 1 / 16 4 6 16d 6-10d 2700 2700 2700 2700 2700 2700 905 1085 THO 20140-2 12 4 1 / 16 1 14 3 2 4 6 16d 6-10d 3085 3210 3295 3700 3700 3700 950 1140 THO 20160-2 12 4 1 / 16 16 3 2 4 6 16d 6-10d 3085 3210 3295 3700 3700 3700 950 1140 Table 3 continued on next page. Page 15 of 29 National Evaluation Report No. NER-478
THO 23950 18 9½ THO 23100 18 10 THO 23112 16 11¼ THO 23118 16 THO 23120 16 12 THO 23140 18 14 THO 23160 18 16 THO 23180 18 18 THO 23200 18 20 THO 23112-2 12 4¾ 11¼ 3 THO 23118-2 12 4¾ 3 2 1 F THO 23120-2 12 4¾ 12 3 THO 23140-2 12 4¾ 14 3 THO 23160-2 12 4¾ 16 3 THO 23180-2 12 4¾ 18 3 THO 23200-2 12 4¾ 20 3 TABLE 3 - THO SERIES - CONTINUED Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THO 23925 18 9¼ 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 2 4 8 10dx1½ 2-10dx1½ 2375 2485 2560 2715 2715 2715 245 265 2 4 8 10dx1½ 2-10dx1½ 2375 2485 2560 2715 2715 2715 245 265 2 4 10 10dx1½ 2-10dx1½ 2560 2685 2685 2685 2685 2685 245 265 2 4 10 10dx1½ 2-10dx1½ 2560 2685 2685 2685 2685 2685 245 265 THO 23925-2 12 4¾ 9¼ 3 2 1 / 16 4 6 16d 6-10d 3005 3130 3215 3665 3665 3665 950 1140 THO 23950-2 12 4¾ 9½ 3 2 4 6 16d 6-10d 2895 3025 3105 3635 3665 3665 950 1140 THO 23100-2 12 4¾ 10 3 4 6 16d 6-10d 3155 3280 3365 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 4 8 16d 6-10d 3535 3705 3815 4405 4450 4450 950 1140 4 8 16d 6-10d 3535 3705 3815 4405 4450 4450 950 1140 4 10 16d 6-10d 3815 4025 4165 4685 4895 5035 950 1140 4 10 16d 6-10d 3815 4025 4165 4685 4895 5035 950 1140 1 Table 3 continued on next page. Page 16 of 29 National Evaluation Report No. NER-478
THO 25925 18 THO 25938 18 2 9 / 16 9G THO 25950 18 2 9 / 16 9½ THO 25100 16 2 9 / 16 10 THO 25110 16 2 9 / 16 11 THO 25112 16 2 9 / 16 11¼ THO 25115 16 2 9 / 16 11½ THO 25118 16 2 9 / 16 1 THO 25120 16 2 9 / 16 12 THO 25125 16 2 9 / 16 12½ THO 25130 16 2 9 / 16 13 THO 25140 18 2 9 / 16 14 THO 25142 18 2 9 / 16 14¼ THO 25160 18 2 9 / 16 16 THO 25180 18 2 9 / 16 18 THO 25200 18 2 9 / 16 20 THO 25925-2 12 5F THO 25950-2 12 9½ 3 5F THO 25100-2 12 5F THO 25112-2 12 11¼ 3 5F THO 25115-2 12 5F THO 25118-2 12 3 2 5F F THO 25120-2 12 12 3 5F THO 25125-2 12 5F THO 25140-2 12 14 3 5F THO 25160-2 12 16 3 5F THO 25180-2 12 18 3 5F THO 25200-2 12 20 3 5F TABLE 3 - THO SERIES - CONTINUED Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% 2 9 / 16 9¼ 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 2 3 / 16 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 2 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 1 7 / 8 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 2 4 8 10dx1½ 2-10dx1½ 2375 2485 2560 2715 2715 2715 245 265 1¾ 4 8 10dx1½ 2-10dx1½ 2140 2255 2325 2645 2715 2715 245 265 2 4 8 10dx1½ 2-10dx1½ 2375 2485 2560 2715 2715 2715 245 265 2 4 10 10dx1½ 2-10dx1½ 2560 2685 2685 2685 2685 2685 245 265 2 4 10 10dx1½ 2-10dx1½ 2560 2685 2685 2685 2685 2685 245 265 9¼ 3 2 11 / 16 4 6 16d 6-10d 3555 3665 3665 3665 3665 3665 950 1140 4 6 16d 6-10d 2935 3060 3145 3665 3665 3665 950 1140 10 3 2¼ 4 6 16d 6-10d 3160 3285 3370 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 11½ 3 2 4 6 16d 6-10d 3085 3210 3295 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 12½ 3 2 5 / 16 4 6 16d 6-10d 3515 3640 3665 3665 3665 3665 950 1140 4 8 16d 6-10d 3535 3705 3815 4405 4450 4450 950 1140 4 8 16d 6-10d 3535 3705 3815 4405 4450 4450 950 1140 4 10 16d 6-10d 3815 4025 4165 4685 4895 5035 950 1140 4 10 16d 6-10d 3815 4025 4165 4685 4895 5035 950 1140 Table 3 continued on next page. 1 Page 17 of 29 National Evaluation Report No. NER-478
THO 26925 18 2 THO 26950 18 2 11 / 16 9½ THO 26100 18 2 11 / 16 10 THO 26112 16 2 11 / 16 11¼ THO 26118 16 2 11 / 16 1 THO 26120 16 2 11 / 16 12 THO 26140 18 2 11 / 16 14 THO 26160 18 2 11 / 16 16 THO 26180 18 2 11 / 16 18 THO 26200 18 2 11 / 16 20 THO 26925-2 12 9¼ 3 5G THO 26950-2 12 9½ 3 5G THO 26100-2 12 5G THO 26112-2 12 11¼ 3 5G THO 26118-2 12 3 2 5G F THO 26120-2 12 5G THO 26140-2 12 14 3 5G THO 26160-2 12 16 3 5G THO 26180-2 12 18 3 5G THO 26200-2 12 20 3 5G TABLE 3 - THO SERIES - CONTINUED Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% 11 / 16 9¼ 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1625 1625 1625 1625 1625 1625 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 2 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 1 15 / 16 4 6 10dx1½ 2-10dx1½ 1835 1835 1835 1835 1835 1835 245 295 2 4 8 10dx1½ 2-10dx1½ 2375 2485 2560 2715 2715 2715 245 265 2 4 8 10dx1½ 2-10dx1½ 2375 2485 2560 2715 2715 2715 245 265 2 4 10 10dx1½ 2-10dx1½ 2560 2685 2685 2685 2685 2685 245 265 2 4 10 10dx1½ 2-10dx1½ 2560 2685 2685 2685 2685 2685 245 265 4 6 16d 6-10d 2935 3060 3145 3665 3665 3665 950 1140 4 6 16d 6-10d 3280 3405 3490 3665 3665 3665 950 1140 10 3 2 1 / 16 4 6 16d 6-10d 3170 3295 3380 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 4 6 16d 6-10d 3255 3380 3465 3665 3665 3665 950 1140 12 3 2 1 / 16 4 6 16d 6-10d 3170 3295 3380 3665 3665 3665 950 1140 4 8 16d 6-10d 3535 3705 3815 4405 4450 4450 950 1140 4 8 16d 6-10d 3535 3705 3815 4405 4450 4450 950 1140 4 10 16d 6-10d 3815 4025 4165 4685 4895 5035 950 1140 4 10 16d 6-10d 3815 4025 4165 4685 4895 5035 950 1140 1 Table 3 continued on next page. Page 18 of 29 National Evaluation Report No. NER-478
THO 35925 16 THO 35938 16 3 9 / 16 9G THO 35950 16 3 9 / 16 9½ THO 35100 16 3 9 / 16 10 THO 35112 16 3 9 / 16 11¼ THO 35115 16 3 9 / 16 11½ THO 35118 18 3 9 / 16 1 THO 35120 18 3 9 / 16 12 THO 35125 18 3 9 / 16 12½ THO 35130 18 3 9 / 16 13 THO 35140 18 3 9 / 16 14 THO 35142 18 3 9 / 16 14¼ THO 35157 18 3 9 / 16 15¾ THO 35160 18 3 9 / 16 16 THO 35180 18 3 9 / 16 18 THO 35200 18 3 9 / 16 20 TABLE 3 - THO SERIES - CONTINUED Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% 3 9 / 16 9¼ 2½ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2 9 / 16 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2 7 / 16 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2½ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2½ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2½ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2½ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2½ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2¾ 4 6 10dx1½ 2-10dx1½ 2050 2050 2050 2050 2050 2050 245 295 2½ 4 8 10dx1½ 2-10dx1½ 2715 2715 2715 2715 2715 2715 245 265 2 1 / 4 4 8 10dx1½ 2-10dx1½ 2715 2715 2715 2715 2715 2715 245 265 2½ 4 8 10dx1½ 2-10dx1½ 2715 2715 2715 2715 2715 2715 245 265 2½ 4 8 10dx1½ 2-10dx1½ 2715 2715 2715 2715 2715 2715 245 265 2½ 4 10 10dx1½ 2-10dx1½ 2685 2685 2685 2685 2685 2685 245 265 2½ 4 10 10dx1½ 2-10dx1½ 2685 2685 2685 2685 2685 2685 245 265 Page 19 of 29 National Evaluation Report No. NER-478
HHDO 214-3 12 4 11 / 16 13F HHDO 216-3 12 4 11 / 16 HHDO 414 12 3 9 / 16 13F HHDO 416 12 3 9 / 16 15F HHDO 66 12 5 9 / 16 HHDO 614 12 5 9 / 16 13F HHDO 616 12 5 9 / 16 TABLE 4 - HHDO SERIES FASTENER 1 SCHEDULE Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% HHDO 26-2 12 5½ 3 2½ 4 6 NA20D 4 - NA20D 2950 3100 3200 3650 3800 3850 885 915 3F HHDO 28-2 12 7¼ 3 2½ 4 8 NA20D 4 - NA20D 3285 3480 3615 3985 4185 4315 885 915 3F HHDO 210-2 12 9¼ 3 2½ 4 10 NA20D 6 - NA20D 3615 3865 4030 4315 4565 4730 1330 1595 3F HHDO 212-2 12 3 2½ 4 12 NA20D 6 - NA20D 3945 4245 4445 4650 4945 5145 1330 1595 3F HHDO 214-2 12 3½ 2½ 4 14 NA20D 8 - NA20D 4280 4630 4860 4980 5330 5560 1695 1695 3F HHDO 216-2 12 3½ 2½ 4 16 NA20D 8 - NA20D 4610 5010 5275 5310 5710 5975 1695 1695 HHDO 210-3 12 3F 4 11 / 16 9¼ 3 2½ 4 10 NA20D 6 - NA20D 3615 3865 4030 4315 4565 4730 1330 1595 HHDO 212-3 12 4 11 / 16 11F 3 2½ 4 12 NA20D 6 - NA20D 3945 4245 4445 4650 4945 5145 1330 1595 3½ 2½ 4 14 NA20D 8 - NA20D 4280 4630 4860 4980 5330 5560 1695 1695 3½ 2½ 4 16 NA20D 8 - NA20D 4610 5010 5275 5310 5710 5975 1695 1695 HHDO 46 12 3 9 / 16 15F 5½ 3 2½ 4 6 NA20D 4 - NA20D 2950 3100 3200 3650 3800 3850 885 915 HHDO 48 12 3 9 / 16 7¼ 3 2½ 4 8 NA20D 4 - NA20D 3285 3480 3615 3985 4185 4315 885 915 HHDO 410 12 3 9 / 16 9¼ 3 2½ 4 10 NA20D 6 - NA20D 3615 3865 4030 4315 4565 4730 1330 1595 HHDO 412 12 3 9 / 16 11F 3 2½ 4 12 NA20D 6 - NA20D 3945 4245 4445 4650 4945 5145 1330 1595 3 2½ 4 14 NA20D 8 - NA20D 4280 4630 4860 4980 5330 5560 1695 1695 3½ 2½ 4 16 NA20D 8 - NA20D 4610 5010 5275 5310 5710 5975 1695 1695 2½ 2½ 4 6 NA20D 4 - NA20D 2950 3100 3200 3650 3800 3850 885 915 HHDO 68 12 5 9 / 16 5G 7¼ 2½ 2½ 4 8 NA20D 4 - NA20D 3285 3480 3615 3985 4185 4315 885 915 HHDO 610 12 5 9 / 16 9¼ 2½ 2½ 4 10 NA20D 6 - NA20D 3615 3865 4030 4315 4565 4730 1330 1595 HHDO 612 12 5 9 / 16 11F 3 2½ 4 12 NA20D 6 - NA20D 3945 4245 4445 4650 4945 5145 1330 1595 3 2½ 4 14 NA20D 8 - NA20D 4280 4630 4860 4980 5330 5560 1695 1695 3 2½ 4 16 NA20D 8 - NA20D 4610 5010 5275 5310 5710 5975 1695 1695 HHDO 325-12 12 3¼ 15F 12 3 2½ 4 12 NA20D 6 - NA20D 3945 4245 4445 4650 4945 5145 1330 1595 HHDO 525-12 12 5¼ 12 3 2½ 4 12 NA20D 6 - NA20D 3945 4245 4445 4650 4945 5145 1330 1595 1 Fasteners are NA20D. The NA20D nails is 6 gauge (0.192 inch diameter) by 2½ inches long. 11F 13F 15F Page 20 of 29 National Evaluation Report No. NER-478
HDO 28 12 1 9 / 16 7F HDO 210 12 1 9 / 16 HDO 26-2 12 3F HDO 28-2 12 3F HDO 210-2 12 3F HDO 212-2 12 3F HDO 214-2 12 3F HDO 216-2 12 3F HDO 210-3 12 4 11 / 16 HDO 38 12 2 9 / 16 7F HDO 310 12 2 9 / 16 TABLE 5 - HDO SERIES Header Joist F = 460 psi F = 625 psi Uplift NO. GA. W H D A TF Top Face Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% HDO 24 12 1 9 / 16 3 7 / 16 2 1 / 4 1¼ 2½ 4 2 16d 2-10d x 1½ 1740 1770 1785 2170 2170 2170 250 300 HDO 26 12 1 9 / 16 5G 2 1 / 4 1¼ 2½ 4 6 16d 4-10d x 1½ 1925 1985 2020 2485 2540 2575 500 600 2 1 / 4 1¼ 2½ 4 6 16d 4-10d x 1½ 1925 1985 2020 2485 2540 2575 500 600 2 1 / 4 1¼ 2½ 4 8 16d 4-10d x 1½ 1925 1985 2020 2485 2540 2575 500 600 HDO 212 12 1 9 / 16 9F 11 2 1 / 4 1¼ 2½ 4 10 16d 6-10d x 1½ 2115 2200 2255 2355 2355 2355 750 900 HDO 214 12 1 9 / 16 13 2 1 / 4 1¼ 2½ 4 12 16d 6-10d x 1½ 2115 2200 2255 2670 2755 2810 750 900 HDO 216 12 1 9 / 16 15 2 1 / 4 1¼ 2½ 4 14 16d 8-10d x 1½ 2300 2415 2490 2860 2970 3045 1000 1200 HDO 24-2 12 3F 3 7 / 16 2½ 1¼ 2½ 4 4 16d 2-10d 2445 2445 2445 2445 2445 2445 315 380 2½ 1¼ 2½ 4 6 16d 4-10d 3050 3050 3050 3050 3050 3050 635 760 2½ 1¼ 2½ 4 8 16d 4-10d 3540 3795 3825 3825 3825 3825 635 760 2½ 1¼ 2½ 4 10 16d 6-10d 3820 4115 4310 4495 4565 4565 950 1140 11 2½ 1¼ 2½ 4 12 16d 6-10d 4105 4270 4340 4775 5110 5330 950 1140 13 2½ 1¼ 2½ 4 14 16d 8-10d 4385 4540 4635 5055 5410 5410 1265 1520 15 2½ 1¼ 2½ 4 16 16d 8-10d 4400 4540 4635 5335 5755 5875 1265 1520 2½ 1¼ 2½ 4 10 16d 6-16d 3820 4115 4310 4495 4565 4565 1120 1345 HDO 212-3 12 4 11 / 16 9F 11 2½ 1¼ 2½ 4 12 16d 6-16d 4105 4440 4660 4775 5110 5330 1120 1345 HDO 214-3 12 4 11 / 16 13 2½ 1¼ 2½ 4 14 16d 8-16d 4385 4760 5010 5055 5410 5410 1495 1710 HDO 216-3 12 4 11 / 16 15 2½ 1¼ 2½ 4 16 16d 8-16d 4665 5085 5360 5335 5755 6030 1495 1795 HDO 34 12 2 9 / 16 3 7 / 16 2½ 1¼ 2½ 4 4 16d 2-10d x 1½ 2665 2665 2665 2665 2665 2665 250 300 HDO 36 12 2 9 / 16 5G 2½ 1¼ 2½ 4 6 16d 4-10d x 1½ 3010 3010 3010 3010 3010 3010 500 600 2½ 1¼ 2½ 4 8 16d 4-10d x 1½ 3250 3305 3345 3605 3605 3605 500 600 2½ 1¼ 2½ 4 10 16d 6-10d x 1½ 3435 3520 3575 4165 4165 4165 750 900 HDO 312 12 2 9 / 16 9F 11 2½ 1¼ 2½ 4 12 16d 6-10d x 1½ 3435 3520 3575 4470 4475 4475 750 900 HDO 314 12 2 9 / 16 13 2½ 1¼ 2½ 4 14 16d 8-10d x 1½ 3625 3735 3810 4475 4475 4475 1000 1200 HDO 316 12 2 9 / 16 15 2½ 1¼ 2½ 4 16 16d 8-10d x 1½ 3625 3735 3810 4655 4765 4840 1000 1200 5G 7F 9F Table 5 continued on next page. Page 21 of 29 National Evaluation Report No. NER-478