Most Widely Accepted and Trusted  0   

ESR‐2930

  ICC‐ES Report 

ICC‐ES | (800) 423‐6587 | (562) 699‐0543 | www.icc‐es.org 000 

Reissued 10/2016 This report is subject to renewal 06/2017.

  DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES   SECTION: 06 05 23—WOOD, PLASTIC, AND COMPOSITE FASTENINGS       

REPORT HOLDER:  

KC METAL PRODUCTS, INC.   

1960 HARTOG DRIVE    SAN JOSE, CALIFORNIA 95131     

 

EVALUATION SUBJECT:      

KC METALS SUPERSPEED JOIST HANGERS AND WOOD CONNECTORS 

Look for the trusted marks of Conformity!   “2014 Recipient of Prestigious Western States Seismic Policy Council  (WSSPC) Award in Excellence”    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 © 2016 ICC Evaluation Service, LLC.  All rights reserved.

A Subsidiary of 

ICC-ES Evaluation Report

ESR-2930 Reissued October 2016 This report is subject to renewal June 2017.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings

A Subsidiary of the International Code Council ®

KC METAL PRODUCTS, INC. 1960 HARTOG DRIVE SAN JOSE, CALIFORNIA 95131 (408) 436-8754 www.kcmetals.com

member. The hangers are top-flange hangers with prepunched holes for installation of nails into the face and top of the supporting wood member and into the supported prefabricated wood I-joists with web stiffeners. The hangers are die formed from No. 12 gage galvanized steel and have a top-flange depth of 21/2 inches (63.5 mm). The RS series hangers may be nailed to conventional wood plates that are installed over metal, concrete, or masonry. The RSO series hangers require wood beams or other supports that provide full-face nailing surfaces. See Table 2 for hanger dimensions, nail schedule, and allowable loads.

EVALUATION SUBJECT:

3.3 RI, RAI, and RHI Series Wood I-Joist Hangers:

REPORT HOLDER:

KC METALS SUPERSPEED JOIST HANGERS AND WOOD CONNECTORS 1.0 EVALUATION SCOPE Compliance with the following codes:  2012, 2009 and 2006 International Building Code® (IBC)  2012, 2009 and 2006 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES The KC Metals Superspeed joist hangers and wood connectors described in this report are used as wood-towood connectors in accordance with Section 2304.9.3 of the IBC. The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 S Series Wood I-Joist Hangers: The S series hangers are used to support prefabricated wood I-joists from a supporting wood member. The hangers are face-mount hangers with prepunched holes for installation of nails into the face of the supporting wood member and into the supported prefabricated wood I-joists with web stiffeners. The S25 series are die formed from No. 18 gage galvanized steel and the remaining hangers are die formed from No. 16 gage galvanized steel. See Table 1 for hanger dimensions, fastener schedules, and allowable loads. 3.2 RS and RSO Series Wood I-Joist Hangers: The RS and RSO hangers are used to support prefabricated wood I-joists from a supporting wood

The RI, RAI, and RHI series hangers have a U-shaped stirrup designed to support engineered wood products, such as laminated veneer lumber (LVL), or prefabricated wood I-joists, and a top flange angle designed to bear and to be nailed to the supporting wood member. The U-shaped stirrups are die formed from No. 12 gage galvanized steel and are factory-welded to either a No. 12 gage, No. 7 gage or 1/4-inch-thick top flange angle with 3 /16-inch fillet welds. Both the U-shaped strap and the top flange angle have prepunched holes to accommodate the required nailing schedule. See Table 3 for hanger dimensions, fastener schedules, and allowable loads. 3.4 TR, MTR, and HTR Series Wood I-Joist Hangers: The TR, MTR, and HTR series hangers are used to support prefabricated wood I-joists from a supporting wood member. The hangers are top-flange hangers with prepunched holes for installation of nails into the face and top of the supporting wood member and into the supported prefabricated wood I-joists. The TR series hangers, fabricated from No. 18 gage galvanized steel, have two bend tabs at the hanger seat that are field-bent and nailed to the lower flange of the supported wood I-joist when web stiffeners are not used. When the I-joists have web stiffeners, the bend tabs remain unbent and are nailed directly into the web stiffeners. The MTR and HTR series hangers are similar to the RS series hanger, except the material is No. 16 gage galvanized steel. See Table 4 for hanger dimensions, fastener schedules, and allowable loads. 3.5 STP, HTP, and HDTP Series Truss Hangers: The STP, HTP, and HDTP series hangers are used to support sawn lumber joists and beams or metal-plateconnected wood trusses from a supporting wood member. The hangers are face-mount hangers with prepunched holes for installation of nails into the face of the supporting

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. 1000

Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved.

Page 1 of 11

ESR-2930 | Most Widely Accepted and Trusted

Page 2 of 11

wood member and into the supported wood member. The STP series hangers are die formed from No. 18 gage galvanized steel, the HTP series hangers and HDTP4x and HDTP2x–2 are die formed from No. 14 gage galvanized steel, and the HDTP2x is die formed from No. 16 gage galvanized steel. See Table 5 for hanger dimensions, fastener schedules, and allowable loads.

for No. 14 gage, 0.0599 inch (1.5 mm) for No. 16 gage, and 0.0494 inch (1.3 mm) for No. 18 gage.

3.6 HTPTF Series Truss Hangers:

3.10.2 Wood: Lumber is nominal dimension lumber and has a minimum specific gravity of 0.50, such as Douglas fir–larch. Wood headers/beams to which the connectors are face-nailed, must be either sawn lumber, gluedlaminated lumber, or engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. The thickness of the supporting wood member (header) must be equal to or greater than the length of the fasteners specified in the tables in this report, or as required by wood member design, whichever is greater.

The HTPTF series hangers are used to support sawn lumber joists and beams or metal-plate-connected wood trusses from a supporting wood member. The hangers are top-flange hangers with prepunched holes for installation of nails into the face and top of the supporting wood member and into the supported wood member. The hangers are die formed from No. 14 gage galvanized steel. See Table 6 for hanger dimensions, fastener schedules, and allowable loads. 3.7 ATH Series Adjustable Truss Hangers: The ATH adjustable truss hangers are die formed from No. 18 gage galvanized steel for nominally 2-by joists, and the remaining hangers are die formed from No. 16 gage galvanized steel. The hangers have header straps that are field-bent over the top of the supporting member. See Table 7 for hanger dimensions, fastener schedules, and allowable loads. 3.8 ZH Series Hangers: The ZH series hangers are die formed from No. 12 gage galvanized steel, with prepunched nail holes for installation of the required nails. The hangers support nominally 2-by wood flat blocking provided for diaphragm nailing or as solid backing for ceiling panel edges between wood joists or trusses. See Table 8 for hanger dimensions, fastener schedules, and allowable loads. 3.9 XB Tension Bridging: The XB tension bridging is die formed from No. 18 gage galvanized steel into stiffened middle sections and 3 5 /8-inch-long flat ends with seven prepunched nail holes at each end. The tension bridging is used in pairs to form X-cross bracing of prefabricated wood I-joists. Two 10d common nails are required at each end for achieving a 200-pound tension load. 3.10 Material Specifications: 3.10.1 Steel: Connectors described in this report as being manufactured from galvanized sheet steel comply with ASTM A653, SS designation, grades 33 and 37. Grade 33 steel has a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 45,000 psi (309 MPa). Grade 37 steel has a minimum yield strength, Fy, of 37,000 psi (255 MPa) and a minimum tensile strength, Fu, of 52,000 psi (358 MPa). Galvanized zinc coating conforms to ASTM A924 and ASTM A653 with a G90 designation. Connectors described in this report as being manufactured from hot-rolled steel comply with ASTM A1011, SS designation, grade 33, with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 52,000 psi (358 MPa). Connectors manufactured from hot-rolled steel are painted or are hot-dipped galvanized after fabrication according to ASTM A123. The base-metal thickness of the steel, exclusive of any 1 coating material, is as follows: 0.240 (6.1 mm) for /4-inchthick (6.4 mm) steel, 0.1713 inch (4.3 mm) for No. 7 gage, 0.0998 inch (2.5 mm) for No. 12 gage, 0.0713 inch (1.8 m)

The lumber treater or holder of this report (KC Metal Products, Inc.) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with specific proprietary preservative-treated or fire-retardant-treated lumber.

Supported wood members that are prefabricated wood I-joists or SCL must be recognized in a current evaluation report, which will specify the allowable shear capacity and allowable reactions at supports for the proprietary engineered wood lumber. When required, web stiffeners for prefabricated wood I-joists must comply with specifications noted in the applicable evaluation report for the I-joists. The hangers described in this evaluation report may support I-joists having a current ICC-ES evaluation report. The evaluation report for the prefabricated wood I-joist must specify a minimum bearing length that is equal to or greater than the hanger bearing length. For installation with engineered wood members, minimum allowable nail spacing and end and edge distances, as specified in the applicable evaluation report for the engineered wood product, must be met. 3.10.3 Fasteners: Nails used for hangers and wood connectors described in this report must comply with ASTM F1667 and have the following minimum fastener dimensions and bending yield strengths (Fyb): SHANK DIAMETER (in.)

NAIL LENGTH (in.)

10d×1 /2 common

0.148

1 /2

1

90,000

10d common

0.148

3

90,000

16d×2 /2 common

0.162

2 /2

1

90,000

16d common

0.162

3 /2

1

90,000

0.192

3

80,000

FASTENER 1

1

3

N20 (20d×1 /4 annular ring shank)

1 /4

Fyb (psi)

For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa.

Fasteners used in contact with preservative-treated or fire-retardant-treated lumber must comply with IBC Section 2304.9.5 or IRC Section R317.3 (2006 IRC Section R319.3), as applicable. The lumber treater or the report holder (KC Metal Products, Inc.) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with specific proprietary preservative-treated or fire-retardanttreated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, CD, corresponding with the applicable

ESR-2930 | Most Widely Accepted and Trusted loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100°F (37.8°C) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100°F (37.8°C), the allowable loads in this report must be adjusted by the temperature factor, Ct, specified in the NDS. Connected wood members must be analyzed for load-carrying capacity at the connection in accordance with the NDS and the evaluation report for the engineered wood products. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer’s published installation instructions. In the event of a conflict between this report and the manufacturer’s installation instructions, this report governs. 5.0 CONDITIONS OF USE The KC Metal Products joist hangers and wood connectors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer’s published installation instructions. A copy of the instructions must be available at the jobsite at all times during installation.

Page 3 of 11 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connected wood members and fasteners must comply, respectively, with Sections 3.10.2 and 3.10.3 of this report. 5.5 Use of connectors with preservative- or fire-retardanttreated lumber must be in accordance with Section 3.10.1 of this report. Use of fasteners with preservative-treated or fire-retardant-treated lumber must be in accordance with Section 3.10.3 of this report. 5.6 Factory-welded hangers are manufactured in San Jose, California, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 2010 (editorially revised December 2011). 7.0 IDENTIFICATION Connectors are stamped with “KC Metal Products,” the model designation, and the ICC-ES evaluation report number (ESR-2930).

ESR-2930 | Most Widely Accepted and Trusted

Page 4 of 11

TABLE 1—S SERIES STANDARD HANGERS MODEL NO.

JOIST HEIGHT (in.) 1

HANGER DIMENSIONS (in.) Seat Width

CD = 1.0

Joist

8 /2

2

14-16d

6-10d×1 /2

10 /8

2

16-16d

9

8 /2

1

2

9

10 /8

2

11 /8

1 /16

S2510-2

10 to 11

3 /16

S2512-2

Header

13

9 /2

S2512

1 /16

1

Seat Depth

ALLOWABLE LOAD (lbs.)

13

S2510

1

Height

1,2

NAIL SCHEDULE (Quantity–Size)

7

7

CD = 1.15

3,4

CD = 1.25

1

1,470

1,470

1,470

6-10d×1 /2

1

1,640

1,640

1,640

14-16d

6-10d

1,850

2,125

2,310

16-16d

6-10d

2,110

2,435

2,640

12 to 18

3 /16

S3510

10 to 14

3

2 /8

S3512

12 to 18

2 /8

3

10 /16

S3510-2

10 to 14

4 /16

13

8 /16

15

2

14-16d

6-10d

1,850

2,125

2,310

13

10 /16

7

2

16-16d

6-10d

2,110

2,430

2,640

13

8 /8

7

2,310

9

10 /8

9

S3512-2

12 to 18

4 /16

S4510

10 to 14

4 /16

15

8 /16

2

14-16d

6-10d

1,850

2,125

2,310

7

2

16-16d

6-10d

2,110

2,430

2,640

2

14-16d

6-10d

1,850

2,125

3

2

16-16d

6-10d

2,110

2,,430

2,640

13 /8

3

2 /2

1

20-16d

6-10d

2,640

3,035

3,225

7

S4512

12 to 18

2 /16

S4514

14 to 18

2 /16

S4510-2

10 to 14

2 /16

9

8 /8

S4512-2

12 to 18

1

5 /8

10 /8

S4514-2

14 to 18

5 /8

1

S5510

10 to 14

3 /16

9

8 /8

S5512

12 to 18

3 /16

9

S5510-2

10 to 14

1

7 /8

8 /8

S5512-2

12 to 18

7 /8

1

10 /8

2

14-16d

8-10d

1,850

2,125

2,310

3

2

16-16d

6-10d

2,110

2,430

2,640

13 /8

3

2 /2

1

16-16d

6-10d

2,110

2,430

2,640

7

2

14-16d

6-10d

1,850

2,125

2,310

10 /8

2

16-16d

6-10d

2,110

2,430

2,640

7

2 /2

1

14-16d

6-10d

1,850

2,430

2,640

1

16-16d

6-10d

2,110

2,430

2,640

3

3

2 /2

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

Proper nail embedment requires minimum 3-inch nominal width headers. Truss members require end bearing stiffeners for proper truss nailing. One additional joist nail at the hanger seat and two additional joist nails at S_-2 hanger seat are required for erection nailing. 3 The nail values and hanger bearing are based on Douglas Fir-Larch (north) allowable stresses. 4 Allowable loads are based on a minimum 400 psi compression perpendicular-to-grain value for the supported member based on laminated veneer lumber. 2

ESR-2930 | Most Widely Accepted and Trusted

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TABLE 2—RS AND RSO SERIES HANGERS STOCK NO. RS 359.5 RS3511.88 RS3514 RS3516 RS3518 RS3520 RS359.5-2 RS3511.88-2 RS3514-2 RS3516-2 RS3518-2 RS3520-2 RS39.5 RS311.88 RS314 RS316 RS318 RS320 RSO322 RSO324 RSO326 RSO328 RSO330 RSO39.5-2 RSO311.88-2 RSO314-2 RSO316-2 RSO318-2 RSO320-2 RSO322-2 RSO324-2 RSO326-2 RSO328-2 RSO330-2 RS5.50/9.5 RS5.50/12 RS5.50/14 RSO5.50/16 RSO5.50/18 RSO5.50/20 RS49.5 RS411.88 RSI414 RSI416 RSI418 RSI420 RSI422 RSI424 RS7.12/9.5 RS7.12/11.88 RS7.12/14 RS7.12/16 RS7.12/18

HANGER DIMENSIONS (in.) Seat Seat Height Width Depth 3 1 2 /8 9 /2 2 3 7 2 /8 11 /8 2 3 2 /8 14 2 3 2 /8 16 2 3 2 /8 18 2 3 2 /8 20 2 13 1 4 /16 9 /2 2 13 7 4 /16 11 /8 2 13 3 4 /16 14 2 /8 13 3 4 /16 16 2 /8 13 4 /16 18 2 13 4 /16 20 2 9 1 2 /16 9 /2 2 9 7 2 /16 11 /8 2 9 3 2 /16 14 2 /8 9 2 /16 16 2 9 3 2 /16 18 2 /8 9 3 2 /16 20 2 /8 9 3 2 /16 22 2 /8 9 2 /16 24 3 9 2 /16 26 3 9 2 /16 28 3 9 2 /16 30 3 1 1 5 /8 9 /2 3 1 7 5 /8 11 /8 3 1 5 /8 14 3 1 5 /8 16 3 1 5 /8 18 3 1 5 /8 20 3 1 5 /8 22 3 1 5 /8 24 3 1 5 /8 26 3 1 5 /8 28 3 1 5 /8 30 3 1 1 5 /2 9 /2 2 1 5 /2 12 2 1 3 5 /2 14 2 /8 1 3 5 /2 16 2 /8 1 3 5 /2 18 2 /8 1 3 5 /2 20 2 /8 9 1 3 /16 9 /2 2 9 7 3 /16 11 /8 2 9 3 /16 14 2 9 3 /16 16 2 9 3 /16 18 2 9 3 /16 20 2 9 3 /16 22 2 9 3 /16 24 2 1 1 7 /8 9 /2 2 1 7 7 /8 11 /8 2 1 3 7 /8 14 2 /8 71/8 16 23/8 71/8 18 23/8

1,2

NAIL SCHEDULE (Quantity–Size) Top of Face of Header Header 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 2-N20 2-N20 2-N20 2-10d 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 4-N20 2-N20 4-N20 2-N20 4-N20 2-N20 4-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 2-N20 4-N20 6-N20 4-N20 6-N20 4-N20 6-N20

ALLOWABLE LOAD (lbs)

3,4,5,6

Joist

CD = 1.0

CD = 1.15

CD = 1.25

2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 4-10d 4-10d 4-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 4-10d 4-10d 4-10d 4-10d 6-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 4-10d 6-10d 6-10d 2-10d 2-10d 2-10d 2-10d 4-10d 4-10d 4-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 4-10d 4-10d 4-10d

2,135 2,135 2,135 2,135 2,135 2,135 2,235 2,235 2,525 3,570 2,235 2,235 2,235 2,235 2,520 2,520 2,520 2,520 2,520 2,520 2,520 2,520 2,520 4,050 4,050 4,050 4,050 4,050 4,050 4,050 4,050 4,050 4,050 4,050 2,235 2,235 2,525 3,570 3,570 3,570 2,235 2,235 2,235 2,235 2,235 2,235 2,235 2,235 2,235 2,235 3,570 3,570 3,570

2,170 2,170 2,170 2,170 2,170 2,170 2,340 2,340 2,360 2,830 2,340 2,340 2,340 2,340 2,520 2,520 2,520 2,520 2,520 2,520 2,520 2,520 2,520 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 2,340 2,340 2,630 3,830 3,830 3,830 2,340 2,340 2,340 2,340 2,340 2,340 2,340 2,340 2,340 2,340 3,830 3,830 3,830

2,200 2,200 2,200 2,200 2,200 2,200 2,410 2,410 2,700 4,005 2,410 2,410 2,410 2,410 2,520 2,520 2,520 2,520 2,520 2,520 2,520 2,520 2,520 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 4,200 2,410 2,410 `2,700 4,005 4,005 4,005 2,410 2,410 2,410 2,410 2,410 2,410 2,410 2,410 2,410 2,410 4,005 4,005 4,005

ESR-2930 | Most Widely Accepted and Trusted

Page 6 of 11

TABLE 2—RS AND RSO SERIES HANGERS (Continued) 1,2

HANGER DIMENSIONS (in.)

STOCK NO.

Seat Width

NAIL SCHEDULE (Quantity–Size)

ALLOWABLE LOAD (lbs)

3,4,5,6

Height

Seat Depth

Top of Header

Face of Header

Joist

CD = 1.0

CD = 1.15

CD = 1.25

1

RS7.12/20

7 /8

20

3

4-N20

6-N20

4-10d

4,050

4,200

4,200

RS7.12/22

7 /8

1

22

3

4-N20

6-N20

4-10d

4,050

4,200

4,200

RS7.12/24

1

24

3

4-N20

6-N20

4-10d

4,050

4,200

4,200

7 /8

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

1

The N20 nails are similar to 20d annular ring nails, except that they are 2 /8 inches long. The nail and bearing values are based on Douglas fir-larch (north) allowable stresses. 3 Allowable loads are based on a 400 psi perpendicular-to-grain value for the supported member based on laminated veneer lumber. 4 The RS hangers require 3-inch nominal width supporting headers. I-joist members require web stiffeners for joist nails. 5 One additional joist nail is required at RS__ hanger seat; and two additional joist nails are required at RS__-2 and RSO__-2 hanger seat. 6 Solid blocking is required between joists when the hangers are suppor5ting joists 18 inches or greater in depth. 2

TABLE 3—RI, RHI, AND RAI SERIES I-JOIST HANGERS

STOCK NO.

HANGER U-SHAPED STIRRUP WIDTH (in.)

RI9.5 RI11.88 RI9.5-2 RI11.88-2 RI3510 RI3512 RI3514 RI3516 RI3518 RI320 RI310 RI312 RI314 RI316 RI410 RI412 RI414 RI416 RI418 RI420 RI422 RI424

1 /16 13 1 /16 9 3 /16 9 3 /16 3 2 /8 3 2 /8 3 2 /8 3 2 /8 3 2 /8 9 2 /16 9 2 /16 9 2 /16 9 2 /16 9 2 /16 9 3 /16 9 3 /16 9 3 /16 9 3 /16 9 3 /16 9 3 /16 9 3 /16 9 3 /16

RHI324 RHI326 RHI328 RHI330 RHI314-2 RHI316-2 RHI318-2 RHI320-2 RHI322-2 RHI324-2 RHI326-2 RHI328-2 RHI330-2 RHI410-2 RHI412-2 RHI414-2 RHI416-2

2 /16 9 2 /16 9 2 /16 9 2 /16 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 7 /8 1 7 /8 1 7 /8 1 7 /8

HANGER AND JOIST HEIGHT (in.)

13

9 /2 7 11 /8 1 9 /2 7 11 /8 10 12 14 16 18 20 10 12 14 16 10 12 14 16 18 20 22 24

1

9

24 26 28 30 14 16 18 20 22 24 26 28 30 10 12 14 16

HANGER DIMENSIONS (in.) U-Shaped Stirrup (depth×thick.)

1,2

NAIL SCHEDULE (Quantity–Size)

3

ALLOWABLE LOADS (lbs)

4,5

Top of Header

Joist

RI-SERIES HANGERS 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × 12 Ga. × 6 /2 2 /2 × 12 Ga.

2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d

1-10d 1-10d 2-10d 2-10d 1-10d 1-10d 1-10d 1-10d 2-10d 2-10d 1-10d 1-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d

1,570 1,570 2,525 2,525 2,020 2,020 2,020 2,020 2,135 2,135 2,170 2,170 2,285 2,285 2,525 2,525 2,525 2,525 2,525 2,525 2,525 2,525

1,585 1,585 2,525 2,525 2,035 2,035 2,035 2,035 2,170 2,170 2,185 2,185 2,320 2,320 2,525 2,525 2,525 2,525 2,525 2,525 2,525 2,525

1,600 1,600 2,525 2,525 2,050 2,050 2,050 2,050 2,195 2,195 2,200 2,200 2,345 2,345 2,525 2,525 2,525 2,525 2,525 2,525 2,525 2,525

RHI-SERIES HANGERS 1 1 1 2 /2 × 2 /4 × /4 × 10 3 × 12 Ga. 1 1 1 2 /2 × 2 /4 × /4 × 10 3 × 12 Ga. 1 1 1 2 /2 × 2 /4 × /4 × 10 3 × 12 Ga. 1 1 1 2 /2 × 2 /4 × /4 × 10 3 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × /4 × 10 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × /4 × 10 2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga. 1 1 1 1 2 /2 × 2 /4 × /4 × 10 2 /2 × 12 Ga.

4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20 4-N20

4-10d 4-10d 4-10d 6-10d 2-10d 2-10d 2-10d 2-10d 2-10d 4-10d 6-10d 6-10d 6-10d 2-10d 2-10d 2-10d 2-10d

3,035 3,035 3,035 3,270 5,360 5,360 5,360 5,360 5,360 5,360 5,360 5,360 5,360 5,360 5,360 5,360 5,360

3,105 3,105 3,105 3,375 5,395 5,395 5,395 5,395 5,395 5,395 5,395 5,395 5,395 5,395 5,395 5,395 5,395

3,155 3,155 3,155 3,450 5,420 5,420 5,420 5,420 5,420 5,420 5,420 5,420 5,420 5,420 5,420 5,420 5,420

Header Angle

CD = 1.0 CD = 1.15 CD = 1.25

ESR-2930 | Most Widely Accepted and Trusted

Page 7 of 11

TABLE 3—RI, RHI, AND RAI SERIES I-JOIST HANGERS

STOCK NO.

HANGER U-SHAPED STIRRUP WIDTH (in.)

RHI418-2 RHI420-2 RHI422-2 RHI424-2

7 /8 1 7 /8 1 7 /8 1 7 /8

RAI318 RAI320 RAI322 RAI324 RAI326 RAI328 RAI330 RAI3510-2 RAI3512-2 RAI3514-2 RAI3516-2 RAI3518-2 RAI3520-2 RAI310-2 RAI312-2 RAI314-2 RAI316-2 RAI318-2 RAI320-2 RAI322-2 RAI324-2 RAI326-2 RAI328-2 RAI330-2

2 /16 9 2 /16 9 2 /16 9 2 /16 9 2 /16 9 2 /16 9 2 /16 13 4 /16 13 4 /16 13 4 /16 13 4 /16 13 4 /16 13 4 /16 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8 1 5 /8

HANGER DIMENSIONS (in.)

HANGER AND JOIST HEIGHT (in.)

Header Angle

1

18 20 22 24

2 /2 × 2 /4 × /4 × 10 1 1 1 2 /2 × 2 /4 × /4 × 10 1 1 1 2 /2 × 2 /4 × /4 × 10 1 1 1 2 /2 × 2 /4 × /4 × 10

9

18 20 22 24 26 28 30 10 12 14 16 18 20 10 12 14 16 18 20 22 24 26 28 30

1

1

1

U-Shaped Stirrup (depth×thick.) 1 2 /2 × 12 Ga. 1 2 /2 × 12 Ga. 3 × 12 Ga. 3 × 12 Ga.

RAI-SERIES HANGERS 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 × 12 Ga. 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 × 12 Ga. 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 × 12 Ga. 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 × 12 Ga. 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga. 1 1 1 2 /2 × 2 /4 × 7 Ga. × 7 2 /2 × 12 Ga.

1,2

(Continued)

NAIL SCHEDULE (Quantity–Size)

3

ALLOWABLE LOADS (lbs)

4,5

Top of Header

Joist

4-N20 4-N20 4-N20 4-N20

2-10d 2-10d 2-10d 2-10d

5,360 5,360 5,360 5,360

5,395 5,395 5,395 5,395

5,420 5,420 5,420 5,420

2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d

2-10d 2-10d 2-10d 4-10d 4-10d 4-10d 6-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d

2,800 2,800 2,800 3,175 3,175 3,175 3,175 3,200 3,200 3,200 3,200 3,175 3,175 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200

2,835 2,835 2,835 3,175 3,175 3,175 3,175 3,200 3,200 3,200 3,200 3,175 3,175 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200

2,860 2,860 2,860 3,175 3,175 3,175 3,175 3,200 3,200 3,200 3,200 3,175 3,175 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200 3,200

CD = 1.0 CD = 1.15 CD = 1.25

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

Solid blocking is required between joists when the hangers are supporting joists 18 inches or greater in depth. RI and RAI hangers require minimum 3-inch nominal width supporting headers. RHI hanger requires minimum 4-inch nominal width supporting headers. Joist members require web stiffeners for proper joist nailing. 3 1 The N20 nails are similar to 20d annular ring nails, except that they are 2 /8 inches long. 4 The nail values and hanger bearing are based on Douglas fir-larch (north) allowable stresses. 5 Allowable loads are based on a minimum 400 psi compression perpendicular to grain value for the supported member based on laminated veneer lumber. 2

ESR-2930 | Most Widely Accepted and Trusted

Page 8 of 11

TABLE 4—TR, MTR AND HTR SERIES HANGERS

STOCK NO.

HANGER DIMENSIONS (in.) Seat Width

Hanger Height

1

NAIL SCHEDULE (Quantity–Size) Top of Header

Face of Header

ALLOWABLE LOADS Down

Seat Depth

Top Flange Depth

2

3

1 /8

2-10d

2-10d

2-10d×1 /2

3

Joist

2,3

(lbs) Uplift

CD = 1.0

CD = 1.15 CD = 1.25

CD = 1.6

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

1,695

1,740

245

1

2-10d×1 /2

1,695

1,740

245

TR-SERIES HANGERS TR9.5

13

1 /16 13

1

9 /2 7

TR11.88

1 /16

11 /8

2

1 /8

2-10d

2-10d

2-10d×1 /2

TR359.5

2 /8

3

9 /2

1

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

TR3511.88

2 /8

3

11 /8

7

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

TR3514

2 /8

3

14

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

9

1

9 /2

2

3

1 /8

2-10d

2-10d

2-10d×1 /2

9

11 /8

7

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

9

14

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

9

9 /2

1

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

9

11 /8

2

1 /8

3

2-10d

2-10d

2-10d×1 /2

2

3

TR39.5

2 /16

TR311.88

2 /16

TR314

2 /16

TR49.5

3 /16

TR411.88

3 /16

TR414

9

3 /16

7

14

1 /8

2-10d

2-10d

MTR-SERIES HANGERS MTR314 MTR316

9

14

2 /2

1

2 /4

1

4-16d

2-16d

2-10d

2,720

2,750

245

16

1

2 /2

2 /4

1

4-16d

2-16d

2-10d

2,720

2,750

245

9

18

1

2 /2

1

2 /4

4-16d

2-16d

2-10d

2,720

2,750

245

9

20

2 /2

1

2 /4

1

4-16d

2-16d

2-10d

2,720

2,750

245

9

14

2 /2

1

2 /4

1

4-16d

2-16d

2-10d

2,720

2,750

245

9

16

2 /2

1

2 /4

1

4-16d

2-16d

2-10d

2,720

2,750

245

9

18

2 /2

1

2 /4

1

4-16d

2-16d

2-10d

2,720

2,750

245

20

1

1

4-16d

2-16d

2-10d

2,720

2,750

245

2 /16 9

2 /16

MTR318

2 /16

MTR320

2 /16

MTR414

2 /16

MTR416

2 /16

MTR418

2 /16

MTR420

9

2 /16

2 /2

2 /4

HTR-SERIES HANGERS HTR316

9

16

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

18

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

20

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

3

2 /16

HTR318

2 /16

HTR320

2 /16 9

22

3

2 /8

4-16d

6-16d

2-10d

3,535

3,535

245

9

24

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

26

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

16

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

18

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

3

HTR322

2 /16

HTR324

2 /16

HTR326

2 /16

HTR416

3 /16

HTR418

3 /16 9

20

3

2 /8

4-16d

6-16d

2-10d

3,535

3,535

245

9

22

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

24

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

9

26

3

2 /8

3

4-16d

6-16d

2-10d

3,535

3,535

245

HTR420

3 /16

HTR422

3 /16

HTR424

3 /16

HTR426

3 /16

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

The hangers require a 3-inch nominal width supporting headers or larger for proper nail embedment and joist members require web stiffeners for proper joist nailing. 2 The nail values and hanger bearings are based on Douglas fir-larch unit stresses. 3 Allowable loads are based on a minimum 480 psi compression perpendicular to grain value for the supported joist member. 4 Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern.

ESR-2930 | Most Widely Accepted and Trusted

Page 9 of 11

TABLE 5—STP, HTP, AND HDTP SERIES METAL-PLATED WOOD TRUSS HANGERS

MODEL NO.

HANGER DIMENSIONS (in.)

JOIST SIZE (in.)

Height

2×4 2×6

4 /4 5

Seat Depth

Seat Width

3 /8

1

2

1 /16

3

2

1 /16

NAIL SCHEDULE (Quantity–Size) Header

Joist

ALLOWABLE LOADS (lbs)

1,2

Down

Uplift

CD = 1.0

CD = 1.15

CD = 1.25

CD = 1.6

STP-SERIES HANGERS STP46 STP26

9

4-16d

2-10d

535

615

670

250

9

6-16d

4-10d

790

910

990

495

9

STP28

2×8

6 /8

2

1 /16

8-16d

6-10d

1,055

1,215

1,320

740

STP210

2×10

7 /16

13

2

1 /16

9

10-16d

6-10d

1,320

1,415

1,415

740

STP24-2

(2) 2×4

3 /8

1

2

3 /8

1

4-16d

2-10d

530

605

660

295

STP26-2

(2) 2×6,×8

7

4 /8

2

3 /8

1

8-16d

4-10d

1,055

1,215

1,320

525

STP28-2

(2) 2×8

7

2

3 /8

1

12-16d

6-10d

1,585

1,830

1,990

880

STP210-2

(2) 2×10,×12

9

2

3 /8

1

16-16d

8-10d

2,075

2,075

2,075

1,170

STP214-2

(2) 2×14

10 /16

15

2

3 /8

1,465

1

20-16d

10-10d

2,075

2,075

2,075

9

4-16d

2-10d

530

605

660

295

9

8-16d

4-10d

1,055

1,215

1,320

585

9

12-16d

6-10d

2,110

2,170

2,170

880

9

16-16d

8-10d

2,170

2,170

2,170

1,170

9

20-16d

10-10d

2,640

3,000

3,000

1,465 595

STP44

4×4

3

2

3 /16

STP46

4×6,×8

4 /4

3

2

3 /16

STP48

4×8

6 /4

3

2

3 /16

STP410

4×10,×12,×14

3

8 /4

2

3 /16

STP414

4×12,×14

10 /4

2

3 /16

3

HTP-SERIES HANGERS HTP26-2

(2) 2×6

7

4 /8

2

3 /8

1

8-16d

4-10d

1,070

1,235

1,340

1

HTP28-2

(2) 2×8

7

2

3 /8

12-16d

6-10d

1,585

1,830

1,990

895

HTP210-2

(2) 2×10

9

2

3 /8

1

16-16d

8-10d

2,075

2,075

2,075

1,195

HTP212-2

(2) 2×12

10 /16

15

2

3 /8

1,490

HTP46

4×6

3

4 /4

2

3 /16

HTP48

4×8

6 /4

3

2

3 /16

HTP410

4×10

8 /4

3

2

3 /16 3 /16

3

1

20-16d

10-10d

2,075

2,075

2,075

9

8-16d

4-10d

1,070

1,235

1,340

595

9

12-16d

6-10d

2,170

2,170

2,170

895

9

16-16d

8-10d

2,170

2,170

2,170

1,195

9

20-16d

10-10d

2,700

3,000

3,000

1,490

1,990

2,185

2,485

815

HTP412

4×12

10 /4

2

HDTP26

2×6

5 /8

1

3

1 /8

5

14-16d

5

HDTP-SERIES HANGERS 6-10d

HDTP28

2×8

7

3

1 /8

22-16d

8-10d

3,125

3,595

3,905

1,085

HDTP210

2×10

9

3

1 /8

5

30-16d

10-10d

4,260

4,900

5,325

1,360

HDTP26-2

(2) 2×6

5

3

3 /16

7

14-16d

6-10d

1,990

2,185

2,485

965

HDTP28-2

(2) 2×8

7

3

3 /16

7

22-16d

8-10d

3,125

3,595

3,905

1,285

HDTP210-2

(2) 2×10

9

3

3 /16

7

30-16d

10-10d

4,260

4,900

5,325

1,610

HDTP46

4×6

1

5 /8

3

5

3 /8

14-16d

6-10d

1,990

2,185

2,485

965

HDTP48

4×8

7

3

3 /8

5

22-16d

8-10d

3,125

3,595

3,905

1,285

HDTP410

4×10

9

3

3 /8

5

20-16d

10-10d

4,260

4,900

5,325

1,610

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

Hanger bearing and nail values are based on Douglas fir–larch. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. 2

ESR-2930 | Most Widely Accepted and Trusted

Page 10 of 11

TABLE 6—HTPTF SERIES HEAVY TOP FLANGE HANGERS

MODEL NO.

HTPTF26-2

JOIST SIZE (in.)

HANGER DIMENSIONS (in.)

NAIL SCHEDULE (Quantity–Size)

ALLOWABLE LOADS (lbs)

Header

Height

Top Flange Depth

Seat Width

Seat Depth

Top Flg.

Face

(2) 2×6

3

5 /8

1

2 /2

1

3 /8

2

4-16d

6-16d

1

1

1

Down Joist 4-10d

CD = 1.0

CD = 1.15

3,185

3,255

1,2

Uplift CD = 1.25 CD = 1.6 3,295

595

HTPFT28-2

(2) 2×8

7 /4

2 /2

3 /8

2

4-16d

8-16d

6-10d

3,460

3,510

3,580

895

HTPTF210-2

(2) 2×10

9 /4

1

2 /2

1

3 /8

1

2

4-16d

12-16d

8-10d

3,635

3,770

3,860

1,190

HTPTF212-2

(2) 2×12

11 /8

1

2 /2

1

3 /8

1

2

4-16d

16-16d

10-10d

3,860

4,025

4,140

1,490

1

1

1

2

4-16d

20-16d

10-10d

3,860

4,025

4,140

1,490

9

2

4-16d

6-16d

4-10d

3,185

3,255

3,295

595

9

2

4-16d

8-16d

6-10d

3,460

3,510

3,580

895

9

2

4-16d

12-16d

8-10d

3,635

3,770

3,860

1,190

9

2

4-16d

16-16d

10-10d

3,860

4,025

4,140

1,490

9

2

4-16d

20-16d

10-10d

3,860

4,025

4,140

1,490

HTPTF214-2

(2) 2×14

13 /8

2 /2

3 /8

HTPTF46

4×6

5 /8

3

2 /2

1

3 /16

1

1

HTPTF48

4×8

7 /4

2 /2

3 /16

HTPTF410

4×10

9 /4

1

2 /2

1

3 /16

HTPTF412

4×12

11 /8

HTPTF414

4×14

1

2 /2

1

3 /16

1

1

3 /16

13 /8

2 /2

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

Hanger bearing and nail values are based on Douglas fir–larch. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. 2

ESR-2930 | Most Widely Accepted and Trusted

Page 11 of 11

TABLE 7—ATH SERIES ADJUSTABLE TRUSS HANGERS

MODEL NO.

HANGER DIMENSIONS (in.)

JOIST SIZE Hanger Stirrup Steel (in.) Thickness Height Height (D) (H) (gage) 11

Seat Depth

1

3

NAIL SCHEDULE (Quantity–Size) Seat Width (W) 5

ATH29

2×6

18

9 /16

5 /8

1 /4

1 /8

ATH213

2×6

18

13 /16

5

5 /2

1

1 /4

3

1 /8

ATH218

2×6

18

17 /16

3

5 /2

1

1 /4

3

1 /8

ATH218-2

(2) 2×10

16

17 /16

11

8 /4

1

1 /4

3

3 /8

ATH222-2

(2) 2×10

16

22 /4

8

1 /4

3

3 /8

ATH413

4×6

18

13 /16

5

4 /2

1

1 /4

3

3 /8

ATH418

4×10

16

17 /2

8

1 /4

3

3 /8

ATH422

4×12

16

22

8

1 /4

3

3 /8

1

1

5

5

1

1

5

5

5

ALLOWABLE LOADS (lbs)

Header

4

Down

Face

Top

4-10d

4-10d

16-10d

—

4-10d

2-10d

14-10d

—

4-10d

2-10d

18-10d

—

4-16d

2-16d

16-16d

—

4-16d

2-16d

22-16d

—

4-10d

2-10d

14-10d

—

4-16d

2-16d

16-16d

—

4-16d

2-16d

22-16d

—

Joist

Uplift

CD = 1.0

CD = 1.15

CD = 1.25

1,920

1,975

2,015

1,790

1,975

2,015

1,920

1,975

2,015

1,565

1,800

1,960

1,920

1,975

2,015

1,920

1,975

2,015

2,805

2,930

3,010

2,160

2,485

2,700

2,805

2,930

3,010

2,970

3,415

3,665

2,665

2,665

2,655

1,565

1,800

1,960

2,805

2,930

3,010

1,790

2,060

2,240

2,805

2,930

3,010

2,970

3,415

3,710

1

4-10d×1 /2 1

4-10d×1 /2 1

4-10d×1 /2 1

6-16d×2 /2 1

4-16d×2 /2 4-10d 6-16d 6-16d

1,2,3

CD = 1.6 505 505 505 1,080 1,080 595 1,080 1,080

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N, 1 psi = 6.89 kPa. 1

Hanger installation that specifies only face nails into the supporting header does not require hanger tabs field bent over the header. 1 Hanger installation that specifies nails into the top of the supporting header requires hanger tabs field bent minimum 2 /2 inches over a minimum 3-inch-thick nominal header. 3 Hanger bearing and nail values are based on Douglas fir–larch. 4 Uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. 2

TABLE 8—ZH SERIES HANGERS HANGER DIMENSIONS (in.) H

B

W

TF

Blocking

Joist

ALLOWABLE VERTICAL 1 LOADS

7

2

1 /2

1

1 /8

3

1-10d

1-10d

415

3

2

1

1 /2

3

1 /8

1-10d

1-10d

415

9

2 /2

1

1 /2

1

1 /8

3

2-10d

2-10d

415

MODEL NO.

MATERIAL THICKNESS

ZH241

12 Ga.

3 /16

ZH261

12 Ga.

5 /8

ZH44

12 Ga.

3 /16

NAIL SCHEDULE (Quantity–Size)

For SI: 1 inch = 25.4 mm, 1 lb = 4.45 N. 1

Loads are based on 10d common nails having minimum penetration in accordance with the code.