ESR ICC Evaluation Service, Inc. Issued May 1, 2008 This report is subject to re-examination in one year.

Transcription

1 ESR- Issued May 1, 00 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office # 30 Workman Mill Road, Whittier, California 9001 # () Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 313 # (0) Regional Office # 01 West Flossmoor Road, Country Club Hills, Illinois 0 # (0) DIVISION: 0WOOD AND PLASTICS Section: 0090Wood and Plastic Fastenings UNITED STEEL PRODUCTS COMPANY 03 ROGERS DRIVE MONTGOMERY, MINNESOTA SUBJECT 1.1 JE, JL, JR and JY Series Joist Hangers 1. N, O, G, MBG and MB Series Bridging 1.3 MP Series Framing Anchors 1. MPH Series Masonry Purlin Hangers 1. S and WB Series Wall Bracing 1. PB, PBES, and PBS Series Post-beam Connectors 1. EPCM and PCM Series Post-beam Connectors 1. JA Series Joist Angle 1.9 S Series Connectors 1.10 LSTA and MSTA Series Strap Ties 1.11 RT Series Rafter Tie Connectors 1. LSSH Light Slopeable/Skewable Hanger Connector Series PROPERTY EVALUATED: Structural.0 USES The USP connectors described in this report are used as wood framing connectors in accordance with Section 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 R of the IRC. 3.0 DESCRIPTION 3.1 JE, JL, JR and JY Series Joist Hangers: JE, JL, JR and JY Series Joist Hangers are U-shaped connectors that support structural sawn lumber joists of varying heights and widths. The seat width of the hanger corresponds to the nominal width of the supported joist. See Table 1 of this report for allowable loads and minimum fastener requirements. 3. N, O, G, MBG and MB Series Bridging: The N, O, G, MBG and MB Series Bridging provides lateral support for structural sawn lumber joists, wood I-joists and LVL joists, and have various lengths for different joist sizes. Bridging members shall be installed in pairs, as cross-bracing, and have a maximum spacing of feet (3 mm) on center. See Figure 1 of this report for diagrams of the bridging components N Series Nail-It Bridging: N Series Nail-It Bridging provides lateral support for joists spaced from to inches (30 to 19 mm) on center having a nominal depth between ½ and 3 inches (10 and 13 mm). The bridging is V- shaped along its length and has flat ends measuring ¾ inch (19 mm) wide by 3¼ inches (3 mm) long (N), d inches (111 mm) long (N, N30, N3) and ¾ inches (1 mm) long for all others with six nail holes at each end. The bridging is installed in pairs as X bridging to connect the top and bottom sides of adjacent joists. Two minimum d common nails attach each end of the bridging. The bridging is cold-formed from No. 0 gauge or No. gauge galvanized steel. 3.. O Series Over-under Bridging: O Series Overunder Bridging provides lateral support for joists spaced inches (0 mm) on center having a nominal depth from to inches (1 to 30 mm). The bridging is inches (11 mm) long, 1 inch ( mm) wide and is cold-formed from No. 0 gauge (0-) and No. gauge (0-E) galvanized steel. The bridging is installed before installing the subfloor sheathing by bending the bridging at its center and hanging it over a joist. Two pointed tabs, ½ inch (13 mm) wide by e inch ( mm) long, attach the bridging to the top of the joist. After the floor sheathing is installed, the bridging is nailed to each adjacent joist with two d common nails G and MBG Series Grip Tooth Bridging: G and MBG Series Grip Tooth Bridging provides lateral support for joists spaced either, or inches (30, 0, or 10 mm) on center having a nominal depth from to 1 inches (1 to 3 mm). The bridging has a concave shape along its length with one end having several prongs / inch ( mm) long and the other end having two right-angle bends with similar prongs. The bridging is installed in pairs and the prongs are hammered into the adjacent joists. Nail holes are provided for optional nails. The bridging is cold-formed from No. gauge or No. gauge galvanized steel. 3.. MB Series Speed Bridging: MB Series Speed Bridging provides lateral support for joists spaced inches (0 mm) on center having a nominal depth from to inches (1 to 30 mm). The bridging has a channel shape along its length and requires male and female parts to form one piece. Both ends have prongs / inch long that are forced into the adjacent joists by closing the male and female parts to a locked condition. The bridging is cold-formed from No. gauge galvanized steel. 3.3 MP3, MPA1 and Mpa1f Series Framing Anchors: MP3, MPA1 and MPA1F framing anchors connect a joist or stud to a header or plate. The MP3 and MPA1 anchors are formed in an L cross-section. The MPA1F anchor is formed flat without bends. The anchors are die formed from No. gauge galvanized steel. See Table of this report, and its related figures, for anchor sizes, allowable loads and fastener schedule. 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, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 00 Page 1 of 3

2 Page of 3 ESR- 3. MPH Series Masonry Purlin Hangers: MPH Series Masonry Purlin Hangers support solid-sawn lumber, glued-laminated lumber, veneer laminated lumber and prefabricated wood I-joists from concrete masonry construction. The hangers consist of U-shaped No. gage steel straps welded to inch ( mm) long, ¾ by 3¾ inch (0 by 9 mm) by No. gauge steel angles. See Table 3 of this report, and its related figures for hanger sizes, allowable loads and fastener schedule. 3. S and WB Series Wall Bracing: S and WB Series Wall Bracing are steel straps that are alternatives to the nominal 1 by inch ( by 10 mm) continuous diagonal wood stud wall brace required by the code for conventional, light-framed wood construction. See Table of this report, and its related figures, for brace dimensions and minimum fastener requirements. The models evaluated are: 3..1 S-30 and S-31 Wraparound Wall Bracing: S-30 and S-31 Wraparound Wall Braces are inch (1 mm) wide, flat galvanized steel straps that are 10 and feet (3.0 and 3. m) long. The S-30 and S-31 straps are installed at 0 degrees and degrees, respectively, from the horizontal. The straps act in tension only. 3.. S-3, S-3 and S-3 Quick-Strip Wall Bracing: S-3, S-3 and S-3 Quick-Strip Wall Bracing are T- shaped steel straps. Studs are spaced maximum inches on center and have a ½ inch (13 mm) deep saw cut to accommodate the web of the brace. The installation angle of the S-3 brace shall be 0 degrees from the horizontal, and the S-3 and S-3 braces shall have an installation angle of degrees from the horizontal. The straps act in compression and tension WB10 and WB-Brace Wall Bracing: WB10 and WB Brace Wall Bracing are inches (3 mm) wide flat galvanized steel straps that are either 9 feet ½ inches or 11 feet ¼ inches (3 or 31 mm) long. Two braces are installed forming an X. The WB10 and WB straps are installed at 0 and degrees, respectively, from the horizontal. The straps act in tension only. 3. PB, PBES, and PBS Series Post-beam Connectors: PB, PBES, and PBS Series Post-Beam Connectors are twopiece steel connectors that attach wood beams to posts. The connectors have prepunched holes for d common nails. Wood beams must be continuous over the post when the PB and PBS connectors are used, and wood beams are not continuous over the post when the PBES connector is used. See Table of this report, and its related figures, for connector sizes and configurations, allowable loads and minimum fastener requirements. 3. EPCM and PCM Series Post-Beam Connectors: EPCM and PCM Series Post-Beam Connectors are one-piece steel connectors that attach wood beams to posts. The connectors have prepunched holes for d common nails. Wood beams must be continuous over the post when the PCM connector is used, and wood beams are not continuous over the post when the EPCM connector is used. See Table of this report, and its related figures, for connector sizes and configurations, allowable loads and minimum fastener requirements. 3. JA Series Joist Angle: The JA Series Joist Angle is an equal leg [ inch ( mm) each leg] steel angle with varying heights that attach joist members to supporting beams or headers. The angles must be installed in pairs, one fastened to each side of a joist. See Table of this report, and its related figures, for joist angle sizes, allowable loads and minimum fastener requirements. 3.9 S01 Hold-down Framing Anchor: The S01 Hold-Down Framing Anchor connects nominal - inch-wide wood framing to a wood sill or double top plate. See Table of this report, and its related figure, for anchor size and configuration, allowable loads and minimum fastener requirements LSTA and MSTA Series Strap Ties: LSTA and MSTA Strap Ties are 1 1 / inch (3 mm) wide flat steel straps available in lengths from 9 to 0 inches (9 to 10 mm) that provide resistance to tensile forces. See Table 9 of this report, and its related figures, for strap lengths, allowable loads and minimum fastener requirements RT Series Rafter Tie Connectors: RT Series Rafter Tie Connectors are steel connectors of various sizes and configurations used to connect roof rafters and trusses to their supporting construction. All RT connectors, except the RT 10 and RT 0 connect roof rafters or trusses to the top plate. The RT 10 and RT 0 connect the rafter or truss to both the top plate and the vertical wall stud below. See Table 10 of this report, and its related figures, for allowable loads, minimum fastener requirements, and available sizes and configurations. 3. LSSH Light Slopeable/skewable Hanger: The LSSH Light Slopeable/Skewable Hanger is designed to attach joist or rafters to headers, sloped up or down, and/or skewed left or right, up to degrees. See Table 11 of this report, and its related figures, for allowable loads and minimum fastener requirements Materials: Steel: All devices described in this report are manufactured from steel as noted in Table of this report. Galvanizing complies with ASTM A 9, G0. Minimum uncoated steel thicknesses shall be noted for the following gage numbers: Manufacturer s Standard Gauge No For SI: 1 inch =. mm. Minimum Coated Thickness (inch) Minimum Uncoated Thickness (inch) The uncoated minimum steel thickness of the connectors in this report, as delivered to the jobsite, shall not be less than the minimum uncoated thickness shown above except at bends and corners Wood: Lumber shall be nominal dimension lumber having a specific gravity of 0.0, such as Douglas fir-larch, with moisture content of 19 percent or less Fasteners: Common wire nails shall conform to the nominal sizes specified in Federal Specification FF-N-10B. Minimum nail bending yield strength, f yb, shall be 90,000 psi. Bolts shall have a minimum bending yield strength, f yb, of,000 psi.

3 Page 3 of 3 ESR- 3.1 Structural Welding: MPH Masonry Purlin Hangers and TDX Series Anchor Tie Downs require structural welding. The quality control program covering these connectors and the welding procedures is administered by PFS Corporation..0 DESIGN AND INSTALLATION Connector installation shall comply with this report..1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, C D, corresponding with the applicable loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100ºF (3.ºC) or less. When products are installed to wood having a moisture content greater than 19 percent ( percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, C M, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100ºF (3.ºC), the allowable loads in this report must be adjusted by the temperature factor, C t, specified in the NDS. Connected wood members must be analyzed for loadcarrying capacity at the connection in accordance with the NDS.. Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer s published installation instructions. In the event of a conflict between this report and the manufacturer s published installation instructions, this report governs..3 Special Inspection:.3.1 IBC: For jurisdiction adopting the IBC, periodic special inspetion must be provided for components within the seismicforce-resisting system in Seismic Design Categories C, D, E or F in accordance with IBC Section 10.3 or 10., with the exception of those structures that qualify under IBC Section IRC: For jurisdiction adopting the IRC, special inspections are not required.0 IDENTIFICATION Each connector shall be labeled with the manufacturer's logo, the model number, and NER-0. Additionally, factory-welded connectors are identified with the name of the inspection agency, PFS Corporation..0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 00 (corrected March 00)..0 CONDITIONS OF USE The USP lumber connectors described in this report comply with, or are suitable alternatives to what is specified in, the 00 International Building Code, the 00 International Residential Code, the BOCA National Building Code/1999, the 1999 Standard Building Code and the 199 Uniform Building Code, subject to the following conditions:.1 All framing members that support or are supported by the connectors shall be designed in accordance with the applicable code.. Allowable values listed in this report are for connections in wood seasoned to a moisture content of 19 percent or less that are used under continuously dry conditions. 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 shall be multiplied by the moisture content factor, C M, specified by the applicable code..3 Design calculations and details for specific applications shall be furnished to the code official verifying compliance with this report and the applicable code. The individual preparing such documents shall posses the necessary credentials regarding competency and qualifications as required by the applicable code and the professional registration laws of the state where the construction is undertaken.. The lumber treater and USP should be contacted for recommendations on the appropriate coating or material to specify for use with steel connectors and fasteners in contact with specific proprietary preservative treated or fire retardant treated lumber.. Nails and bolts used in contact with preservative treated or fire retardant treated lumber must comply with IBC Section or IRC Section R319.3, as applicable.. For use with treated lumber, the lumber treater or USP, or both, should be contacted for information concerning connection capacities of fasteners used with specific proprietary preservative treated or fire retardant treated lumber.. Welded connectors are manufactured under a quality control program with inspections by PFS Corporation (AA-).

4 Page of 3 ESR- N SERIES BRIDGING G & MB SERIES BRIDGING O SERIES BRIDGING FIGURE 1BRIDGING SERIES

5 Page of 3 ESR- TABLE 1 JE, JL, JR AND JY JOIST HANGERS ALTERNATE Steel Ga. HANGER DIMENSIONS W (in.) H (in.) D (in.) Qty FASTENER SCHEDULE 1, ALLOWABLE LOADS (lbs.) 3,, 10d Header Nails d Header Nails Header Joist F cz = 0 psi F cz = psi Uplift F cz = 0 psi F cz = psi Uplift Nail Type Qty Nail Type 100% 11% % 100% 11% % 133% 0% 100% 11% % 100% 11% % 133% 0 % JESSS JESS JES JESX JEDD JED JE JE JE JE10 JE JE 1 9 / 1 9 / 1 9 / 1 9 / 3c 3c 3 ½ ¾ ¾ d or d 10d or d 10d or d 10d or d d d 9 d 1½" d 1½" d 1½" d 1½" d d JL JL JL JL10 JL JL JL10- JRSSS JRSS JRS JRSX JRDD JRD JRDX JR3 JR3X JR JR JRX JYSS JYS JYSX JL JL JL JL10 JL JL JL10- JR JR JR JR10 JR JR JR10- JR3 JR310 JR KR JR10 JY JY JY / 1 9 / 1 9 / 1 9 / 3 1 / 3 1 / 3 1 / 1 9 / 1 9 / 1 9 / 1 9 / 3c 3c 3 1 / 9 / 9 / 3 9 / 3 9 / 3 9 / 1 9 / 1 9 / 1 9 / 3 ¾ d ½ 3 3 / d ½ ¼ 3 ¾ ¾ ¼ ½ 1½ 1½ 1½ 1½ 1½ 1½ 1½ 1½ ¾ ¾ ¾ ¾ d or d 10d or d 10d or d 10d or d d d d 10d or d 10d or d 10d or d 10d or d d d d d d 10d or d d d 10d or d 10d or d 10d or d 10d 1½" 10d 1½" 10d 1½" 10d 1½" d d d 10d 1½" 10d 1½" 10d 1½" 10d 1½" d d d d d 10d 10d 10d d 1½" d 1½" d 1½" Notes to Table 1: 1. An d 1½ nail is No. 10-1/ gauge (0.131 in.) and 1½ inches long.. Header material shall be at least 1¾ inches thick for 10d common nails and 1 1 / inches thick for d common nails. 3. Uplift loads include a 33a% and a 0% increase for wind or seismic load conditions. No further increase is permitted.. The allowable loads are based on either 10d or d common wire nails into the header.. Allowable loads for conditions where permanent load adjustment factor, 0.90, controls is beyond the scope of this report JE HANGER JR (JY HANGER SIMILAR) (JL HANGER SIMILAR)

6 Page of 3 ESR- TABLE MP MULTI-PURPOSE FRAMING ANGLES DEVICE STEEL GA. INSTALL. 1 CONFIG. FASTENERS ALLOWABLE LOADS (lbs.) 3 Header/Plate Joist/Stud Load 1 100% 11% % 133% 0% MP3 1 () d 1½" () d 1½" 1 () d 1½" () d 1½" MPA1 () d 1½" (3) d 1½" 3 () d 1½" () d 1½" MPA1F () d 1½" () d 1½" For SI: 1 inch =. mm, 1 lb =. N, 1psi =.9 kpa. F F F F F F A B C A B C V H H 1. Refer to drawings below for installation configuration and for a definition of the various load directions.. An d 1½" nail has a diameter of inches and length of 1½ inches. 3. Allowable loads include increases for various durations of load, including increases of 33a% and 0% for wind or seismic load conditions. No further increase is permitted.

7 Page of 3 ESR- NUMBER RANGE STEEL GA. TABLE 3 MPH MASONRY PURLIN HANGERS ALLOWABLE LOADS,3,,, (lbs) DIMENSION (in.) NAIL SCHEDULE 1 F C z = 0 psi F C z = psi W H D L Masonry Joist 100% 11% % 100% 11% % MPH10 to MPH10- to - MPH310 to 3 MPH10 to MPH10 to MPH10 to 1 9 / 3c 9 / 3 9 / 9 / 9 / 9¼ to 1c 9¼ to 1c 9¼ to 1c 9¼ to 1c 9¼ to 1c 9¼ to 1c -10d 1½" - 10d -10d 1½" - 10d - 10d - 10d MPH3 MPH MPH 3¼ ¼ f Specify Specify Specify - 10d - 10d - 10d MPH19-11 MPH9-1 MPH19-1 MPH / 1 11 / 1 13 / 1 / 9¼ to 1 9¼ to 1 9¼ to 9¼ to 0-10d 1½" -10d 1½" -10d 1½" -10d 1½" MPH39-30 MPH9-0 MPH9-0 MPH9-0 MPH39-30 MPH9-0 MPH9-0 d e ¾ 3½ d e 9¼ to 0 9¼ to 0 9¼ to 0 9¼ to 0 9¼ to 0 9¼ to 0 9¼ to 0-10d 1½" -10d 1½" -10d 1½" -10d 1½" - 10d - 10d - 10d MPH19- to 11- MPH9- to 1- MPH19- to 1- MPH09- to 00- MPH39- to 30- MPH9- to 0- MPH9- to 0- MPH39- to 30-3c 3d 3e c e ¼ 9¼ to 1 9¼ to 1 9¼ to 9¼ to 0 9¼ to 0 9¼ to 0 9¼ to 0 9¼ to 0-10d - 10d - 10d - 10d - 10d - 10d - 10d - 10d For SI: 1 inch =. mm, 1 lb =. N, 1 psi =.9 kpa. 1. Duplex nails shall be No. wire gauge (0. inch), and 3½ inches long, double headed nails.. Allowable loads are for either 0 or psi compression perpendicular to grain stress value of the supported wood member. 3. Masonry compressive strength, fnm, shall be minimum 100 psi.. Solid blocking is required when hanger depth exceeds 11¾" deep.. No further increases are permitted. The allowable loads are for the vertical, downward direction.

8 Page of 3 ESR- S30 S31 S3 S3 S3 WB10 WB STEEL GAUGE TABLE S & W WB WALL BRACING DIMENSIONS REQUIRED NAIL SCHEDULE EACH END 1 INSTALLATION ANGLE Width (in.) Length (ft.-in.) Each Plate Each Stud 10'- 0" '- 0" 9'- 3" 11'- 3¾" 1'- ½ " 9'- ½" 11'- ¼" 1. The number of braces to be installed at each end, and at each feet, of wall.. Installation angle shall be measured from the horizontal (3) d (3) d () d () d () d (3) d (3) d () d () d () d () d () d (1) d (1) d

9 Page 9 of 3 ESR- POST SIZE 3 (in.) BEAM WIDTH 3 (in.) STEEL GA. TABLE PB, PBES, AND PBS POST-BEAM CONNECTORS CONNECTOR DIMENSIONS (in.) NAIL SCHEDULE ALLOWABLE LOADS (lbs.) 1, Width Height Length Post Beam Nail Uplift F1 F P Type W B W P H B H P L B L 133% 0% 133% 0% 133% 0% PB-, Varies 1½ Varies c 1½ 3e 3e d PB-, Varies 1½ Varies 3 9 / 9 / d PBES Varies 1½ Varies d ¾ 3¼ ¾ d PBES Varies 1½ Varies d c ½ d PBS Varies 1½ Varies ¼ 3 1 / 3 9 / ½ d PBS Varies 1½ Varies ¼ 3 1 / ½ ½ d For SI: 1 inch =. mm, 1 lb =. mm. 1. Loads have been increased 33a% and 0% for wind and seismic load conditions. No Further increase is permitted.. F1 loads are parallel to the major axis of the beam. F loads are perpendicular to the major axis of the beam. 3. Includes Nominal and Rough Sawn Lumber Sizes.

10 Page 10 of 3 ESR- LOAD DIRECTION

11 Page 11 of 3 ESR- Qty Post FASTENERS Qty Beam Nail Type TABLE PCM SERIES PCM ALLOWABLE LOADS 1 (lbs.) Uplift F1 F 100% 133% 0% 100% 133% 0% 100% 133% 0% PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d PCM d For SI: 1 inch =. mm, 1 pound =. N. 1. Loads have been increased 33a% and 0% for wind and seismic load conditions. No Further increase is permitted.. F1 loads are parallel to the major axis of the beam. F loads are perpendicular to the major axis of the beam. Table continued on next page.

12 Page of 3 ESR- Qty Post FASTENERS Qty Beam Nail Type TABLE (Continued) EPCM SERIES EPCM ALLOWABLE LOADS 1 (lbs.) Uplift F1 F 100% 133% 0% 100% 133% 0% 100% 133% 0% EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d EPCM d For SI: 1 inch =. mm, 1 pound =. N. 1. Loads have been increased 33a% and 0% for wind and seismic load conditions. No Further increase is permitted.. F1 loads are parallel to the major axis of the beam. F loads are perpendicular to the major axis of the beam. Table continued on next page.

13 Page 13 of 3 ESR- STEEL GAUGE TABLE (Continued) PCM & EPCM SERIES DIMENSIONS (in.) P L B W P W L B L P H B H PCM 3 9 / 3 9 / / / 3¾ 3 9 / PCM / 3 9 / / ¾ 3 9 / 3¾ 3 9 / PCM 9 / 3 9 / / 13¼ 3 9 / 3¾ 3 9 / PCM ½ 3 9 / / 1 9 / 3 9 / 3¾ 3 9 / PCM 9 / 3 9 / / / 3¾ 3 9 / PCM 3 9 / / 3 13 / 11 3 / 3¾ 3e PCM / / 3 13 / 3 / 3¾ 3e PCM 3 9 / ½ 3 13 / 11 3½ 3¾ 3½ PCM 9 / ½ 3 13 / 13 3½ 3¾ 3½ PCM 9 / ½ 3 13 / 1 3½ 3¾ 3½ PCM 3 9 / ½ / 11 3½ 3¾ 3½ PCM 9 / ½ / / 3¾ 3 3 / PCM 9 / ½ / 1 3½ 3¾ 3½ PCM 3 9 / 3 9 / / / 3¾ 3 9 / PCM 9 / 3 9 / / / 3¾ 3 9 / PCM 9 / 3 9 / / / 3¾ 3 9 / PCM 3 9 / ½ 3 13 / 11 3½ 3¾ 3½ PCM 9 / ½ 3 13 / 13 3½ 3¾ 3½ PCM 9 / ½ 3 13 / 1 3½ 3¾ 3½ PCM / 1 / e 13¾ 3 11 / 3¾ 3 11 / PCM c 1 / e 1 9 / 3 11 / 3¾ 3 11 / PCM 3 9 / ½ e 11 3½ 3¾ 3½ PCM 9 / ½ e 13 3½ 3¾ 3½ PCM 9 / ½ e 1 3½ 3¾ 3½ For SI: 1 inch =. mm.

14 Page 1 of 3 ESR- LOAD DIRECTION

15 Page 1 of 3 ESR- STEEL GA. TABLE JA JOIST SCHEDULE 1,, 3 DIMENSIONS (in.) NAIL SCHEDULE ALLOWABLE LOADS (lbs.) W H D Header Joist 100% 11% % 133% 0% JA3 JA JA JA () d () d () d (0) d () 10d 1½ () 10d 1½ () 10d 1½ (0) 10d 1½ For SI: 1 inch =. mm, 1 lb =. N. 1. The angles shall be installed symmetrically and in pairs on each side of the supported member; thus the listed loads are per pair of angles.. Loads are increased 33a% and 0% for wind or seismic load conditions. No further increase is permitted. 3. Allowable loads for conditions where the permanent load adjustment factor, 0.90, controls is beyond the scope of this report.

16 Page of 3 ESR- STEEL GA. TABLE S01 HOLD-DOWN FRAMING ANCHORS NAIL SCHEDULE 1, DIRECTION ALLOWABLE LOADS (lbs.) 3 Top of Plate Side of Plate Side of Stud Nail Type OF LOAD 100% 133% 0% S01 For SI: 1 inch =. mm, 1 lb =. N. d x 1½" d A B C D A 0 B C 0 0 D 1. An d x 1½ inch nail is inches in diameter in diameter by 1½ inches. An d nail is inch diameter by inches long.. Where d nails are used, the wood members shall be no less than inches thick. 3. Allowable loads are increased 33a% and 0% for wind or seismic load conditions. No further increase is permitted.

17 Page 1 of 3 LSTA 9 LSTA LSTA 1 LSTA LSTA 1 LSTA LSTA 30 LSTA 3 MSTA 9 MSTA MSTA 1 MSTA MSTA 1 MSTA MSTA 30 MSTA 3 MSTA STEEL GA DIMENSIONS (in.) Width (in.) For SI: 1 inch =. mm, 1 lb =. N. Length (in.) TABLE 9 LSTA & MSTA STRAP TIES TOTAL 1 QUANTITY NAILS d x 1 1 / inch Nails Min. Qty 133% 0% Each End , 3, ALLOWABLE LOADS (lbs.) Min. Qty Each End d Nails ESR- 133% 0% Total number of nail holes in strap. Straps are prepunched for 10d common wire nails.. The allowable loads are for the minimum number of nails shown under Min. Qty installed at each end of the strap. 3. The allowable loads have been increased by 33a% and 0 % for wind or seismic load conditions. No further increase is permitted.. 10d x 1½ inch nails shall have a diameter of 0.1 inches and a length of 1½ inches, and 10d nails shall have a diameter of 0.1 inches and length of 3 inches.

18 Page of 3 ESR- RT3 RT RT10 RT RT1 RT1 RT RT- RT1 RT0 STEEL GA. TABLE 10 RT RAFTER TIES FASTENER SCHEDULE 1 ALLOWABLE LOADS (lbs.) Rafter Plates In-Line Stud - d - d - d 3 - d - d x 1½" - d x 1½" - d x 1½" - d x 1½" - d x 1½" 9-10d x 1½" For SI: 1 inch =. mm, 1 lb =. N. - d - d - d 3 - d 3 - d - d - d - d - d - 10d - d 9-10d x 1½" Uplift F1 F 133% 0% 133% 0% 133% 0% 1. A d x 1½ nail has inch diameter and 1½ inch length; a 10d x 1½ nail has 0.1 diameter and 1½ length; and an d nail has inch diameter and inch length.. All listed load values assume minimum 1½ inch nail penetration into wood. 3. The allowable loads have been increased 33a% and 0% for wind or seismic load conditions. No further increase is permitted.. See the following page of this report for RT load directions

19 Page 19 of 3 ESR- RT LOAD DIRECTIONS (See Table 10 for Allowable Loads) THE DRAWINGS CONTAINED WITHIN THIS REPORT ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION.

20 Page 0 of 3 ESR- TABLE 11 LSSH SERIES LOADS FOR SLOPED-ONLY INSTALLATION FASTENER SCHEDULE 1,,3 ALLOWABLE LOADS (lbs.) Header Joist F cz = 0 psi F cz = psi Uplift Qty Type Qty Type 100% 11% % 100% 11% % 133% 0% LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH 31 d 10d x 1½ LSSH 3 d 10d x 1½ For SI: 1 inch =. mm, 1 lb =. N, 1 psi =.9 kpa. 1. A d nail is 3½ inches long and 0. inches in diameter.. A 10d nail is 3 inches long and 0.1 inches in diameter. 3. A 10d x 1½ nail is 1½ inches long and 0.1 inches in diameter.. Uplift loads include a 33 1 / 3 % or 0% increase for wind or seismic load conditions. No further increase is permitted. Table 11 continued on next page.

21 Page 1 of 3 ESR- TABLE 11 (Continued) LSSH SERIES LOADS FOR SKEWED-ONLY OR SKEWED AND SLOPED INSTALLATION FASTENER SCHEDULE 1,,3 ALLOWABLE LOADS (lbs.) Header Joist F cz = 0 psi F cz = psi Uplift Qty Type Qty Type 100% 11% % 100% 11% % 133% 0% LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH d 10d x 1½ LSSH 31 d 10d x 1½ LSSH 3 d 10d x 1½ For SI: 1 inch =. mm, 1 lb =. N, 1 psi =.9 kpa. 1. A d nail is 3½ inches long and 0. inches in diameter.. A 10d nail is 3 inches long and 0.1 inches in diameter. 3. A 10d x 1½ nail is 1½ inches long and 0.1 inches in diameter.. Uplift loads include a 33 1 / 3 % or 0% increase for wind or seismic load conditions. No further increase is permitted. Table 11 Continued on next page.

22 Page of 3 ESR- STEEL GAUGE TABLE 11 (Continued) LSSH SERIES HANGER DIMENSIONS (in.) Joist (W) W H D LSSH / 3 / / 3 LSSH / 3 / / 3 LSSH 0 1 / c / 3 LSSH 3 / c / 3 LSSH 9 / 1 / / 3 LSSH 11 / 1 / / 3 LSSH 31 3c / / 3 LSSH / / / 3

23 Page 3 of 3 ESR- TABLE MATERIAL SPECIFICATIONS DESCRIPTION PARAGRAPH OF THIS REPORT CONNECTOR SERIES STEEL SPECIFICATION ASTM DESIGNATION 1 MINIMUM YIELD STRENGTH (ksi) MINIMUM TENSILE STRENGHT (ksi) 3.1 JE, JL, JR, JY A 3 SS Gr N, O, G, MBG, MB A3 SS Gr MPA1, MP3, MPA1F A 3 CQ 3 3. MPH A 0 Gr Wall Brace A 3 SS Gr PB, PBES, PBS A 3 SS Gr PCM, EPCM A 3 SS Gr JA - Galvanized A 3 SS Gr JA - Enamel A 0 Gr TA A 3 SS Gr PA, PAI, PAT A 3 SS Gr HPA A3 SS Gr 0 Sp LSTA & MSTA Series A3 SS Gr 0 Sp. 3. RT A 3 SS Gr LSSH A 3 SS Gr For SI: 1 psi =.9 kpa. 1. All ASTM A3 Steel is galvanized to minimum G0.