ESR-2913* Reissued August 1, 2011 This report is subject to renewal August 1, 2013.

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1 ICC-ES Evaluation Report (800) -587 (5) ESR-9* Reissued August, 0 This report is subject to renewal August, 0. A Subsidiary of the International Code Council DIVISION: WOOD, PLASTICS AND COMPOSITES Section: 0 7 Laminated Veneer Lumber REPORT HOLDER: MURPHY ENGINEERED WOOD PRODUCTS DIVISION WEST CENTRAL SUTHERLIN, OREGON 9779 (5) EVALUATION SUBJECT: MURPHY LAMINATED VENEER LUMBER (LVL) LISTEES: INTERNATIONAL BEAMS INC. 8 ST. DIZIER STREET MONTREAL, QUEBEC HY P8 CANADA (5) BLUELINX CORPORATION 00 WILDWOOD PARKWAY ATLANTA, GEORGIA 09 (770) EASTERN ENGINEERED WOOD PRODUCTS STRUCTURE PRO LVL 5 EASTON ROAD BETHLEHEM, PENNSYLVANIA 805 (8) EVALUATION SCOPE Compliance with the following codes: 0, 009 and 00 International Building Code (IBC) 0, 009 and 00 International Residential Code (IRC) Property evaluated: Structural.0 USES Murphy LVL is an alternative to sawn lumber for structural applications including beams, headers, joists and rafters. Murphy LVL is also used for components of built-up structural members, such as flanges for I-joists and chords for trusses..0 DESCRIPTION. General: Murphy LVL complies with the requirements noted in Section 0..9 of the IBC for allowable stress design (Section 0.). Chapters 5 and 8 of the IRC are applicable to Murphy LVL. The wood veneer properties and species, adhesive, manufacturing parameters, and finished product thickness, width and length must meet the requirements noted in the quality manual that contains the manufacturing standard.. Material: Murphy LVL is made with layers of wood veneers laminated together using an exterior-type heat durable phenol-formaldehyde adhesive conforming to ASTM D559. Murphy LVL is available in thicknesses from / inches ( mm) to / inches (89 mm), depths from / inches (9 mm) to 8 inches (9 mm), and lengths up to 80 feet ( m)..0 DESIGN AND INSTALLATION. Design:.. General: Murphy LVL is designed as solid-sawn lumber in accordance with the applicable code and the National Design Specification for Wood Construction (NDS). Reference design values are as noted in Table... Fasteners: Reference design values for connections must be determined in accordance with the applicable section of the NDS, using the equivalent specific gravities provided in Table. Spacing, edge distance and end distance of fasteners installed in the faces and edges of Murphy LVL members must be in accordance with the NDS and are limited as shown in Table.. Installation: Murphy LVL must be installed in accordance with this evaluation report, applicable building codes and the specifications of the design professional responsible for the design of the structure. Drawings and/or the manufacturer s published installation instructions must be available on the jobsite during installation. 5.0 CONDITIONS OF USE The Murphy LVL described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section.0 of this report, subject to the following conditions: *Revised February 0 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 Page of 000

2 ESR-9 Most Widely Accepted and Trusted Page of 5. Calculations and drawings demonstrating compliance with this report must be submitted to the code official. The calculations and drawings 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. The material is limited to conditions in which the average equilibrium moisture content of solid-sawn lumber will be less than percent. 5. Connections other than the nailed and bolted connections described in this report are outside of the scope of this report. 5. Evaluation of the effect of fire-retardant or preservative treatment on LVL is outside the scope of this report. 5.5 Installation, fabrication, identification and connection details must be in accordance with this report, the manufacturer s published installation instructions and the applicable code. This report must govern if there are conflicts between the manufacturer s published installation instructions and this report. 5. Murphy LVL is produced in Sutherlin, Oregon, under a quality control program with inspections by APA The Engineered Wood Association (AA-9)..0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Structural Wood-based Products (AC7), dated February 0 (editorially revised February 0). 7.0 IDENTIFICATION The Murphy LVL must be identified with stamps bearing the Murphy Engineered Wood Division name (or the name of one of the listees noted at the beginning of this report); grade; evaluation report number (ESR-9); the production shift and date of manufacture; and the name of the inspection agency [APA The Engineered Wood Association (AA-9)].,, TABLE DESIGN PROPERTIES (ALLOWABLE STRESS DESIGN) FOR MURPHY LVL PROPERTY DESIGN STRESS (psi),50f b -.5E,750 F b -.8E,850 F b -.9E,950 F b -.0E,00 F b -.0E Bending (F b ) Joist,50,750,850,950,00 Plank,00,750,800,950,00 Tension parallel to grain (F t ) 5,50,950,950,00,00 Longitudinal shear (F v ) Joist Plank Compression parallel (F c ),50,50,50,00,00 Compression Joist perpendicular (F c ) Plank Modulus of Elasticity, E Joist.5 x 0.8 x 0.9 x 0.0 x 0.0 x 0 Plank. x 0.8 x 0.9 x 0.0 x 0.0 x 0 For SI: psi =.9 kpa. The tabulated values are design values for normal duration of load. All values, except for E and F c, may be adjusted for other load durations as permitted by the code. The design stresses are limited to conditions in which the average equilibrium moisture content of solid-sawn lumber is less than percent. Reference design values must be adjusted, as applicable, in accordance with Section 8. of the NDS. Joist = load parallel to glueline. Plank = load perpendicular to glueline. The tabulated values are based on a reference depth of inches. For other depths, when loaded edgewise, the allowable bending stress (F b ) shall be modified by (/d) 0.8 where d = depth in inches. For depths less than / inches, the factor for the / -inch depth must be used. 5 The values published in Table are based on a reference length of feet. For other lengths, the allowable tensile stress must be modified by (/l) 0., where l = length in feet. For lengths less than feet, the unadjusted allowable tension stresses in Table are used. TABLE FASTENER DESIGN FOR MURPHY LVL: EQUIVALENT SPECIFIC GRAVITY NAILS BOLTS Withdrawal Load Lateral Load Lateral Load Installed in Edge Installed in Face Installed in Edge Installed in Face Installed in Face Parallel to Grain Perpendicular to Grain Fastener values based on the equivalent specific gravities in the above table are for normal load duration and may be adjusted using the load duration factors in accordance with the code.

3 ESR-9 Most Widely Accepted and Trusted Page of TABLE MINIMUM ALLOWABLE NAIL SPACINGS FOR MURPHY LVL THICKNESS (in.) ORIENTATION NAIL SIZE, (COMMON OR BOX) MINIMUM END DISTANCE (in.) MINIMUM NAIL SPACING (IN.) Single Row Multiple Rows,5 / thickness < / Edge 8d and smaller / NR 8 0d and d / d / 5 Face 7 8d and smaller / 0d and d / d / 5 5 / Edge 8d and smaller / For SI: inch = 5. mm. 0d and d / 9 5 d / 5 0 Face 7 8d and smaller / 0d and d / d / 5 5 Edge distance must be sufficient to prevent splitting. d sinkers (0.8 inch x / inches) may be spaced the same as a d common wire nail (0.8 inch x / inches). Fastener sizes and closest on-center spacing not specifically described above are beyond the scope of this report. Multiple rows in the edge orientation must be spaced / inch or more from each other and offset one-half of the tabulated minimum nail spacing, as shown in Figure. 5 Multiple rows must be equally spaced from the centerline of the narrow face axis. Nail penetration for edge nailing must not exceed inches for d nails (common or box) or / inches for 0d and d nails (common or box). 7 Tabulated closest on-center spacing for face orientation is applicable to nails that are installed in rows parallel to the grain (length) of the LVL. For nails installed in rows perpendicular to the direction of grain (width/depth) of the LVL, the closest on-center spacing for face orientation must be sufficient to prevent splitting of the LVL. 8 Not recommended. 9 Minimum end distance may be reduced to / inches for single row nailing. 0 Minimum nail spacing may be reduced to 5 inches when the LVL is / inches or thicker. FIGURE

4 ICC-ES Evaluation Report ESR-909 Reissued September, 0 This report is subject to renewal in two years. (800) -587 (5) A Subsidiary of the International Code Council DIVISION: WOOD, PLASTICS, AND COMPOSITES Section: 0 7 Laminated Veneer Lumber REPORT HOLDER: PACIFIC WOODTECH CORPORATION 850 PARK LANE POST OFFICE BOX 5 BURLINGTON, WASHINGTON 98 (0) EVALUATION SUBJECT: PACIFIC WOODTECH LAMINATED VENEER LUMBER (LVL), AND PACIFIC WOODTECH / -INCH X.5E RIM BOARD ADDITIONAL LISTEES: GEORGIA-PACIFIC WOOD PRODUCTS LLC 000 NORTH PARK DRIVE ROXBORO, NORTH CAROLINA 757 ALLIANCE LUMBER 800 WEST BROADWAY ROAD, SUITE TEMPE, ARIZONA 858 HPM BUILDING SUPPLY 80 KANOELEHUA AVENUE HILO, HAWAII 970 BLUELINX CORPORATION 00 WILDWOOD PARKWAY ATLANTA, GEORGIA 09.0 EVALUATION SCOPE Compliance with the following codes: 00 International Building Code (IBC) 00 International Residential Code (IRC) Properties evaluated: Structural Fireblocking.0 USES Pacific Woodtech laminated veneer lumber (LVL) is used in structural applications such as beams, headers, joists and rafters. Pacific Woodtech / -inch x.5e rim board is used in rim board applications as described in this report..0 DESCRIPTION Pacific Woodtech Corporation manufactures and privatelabels the LVL products described in this report. Privatelabel products are produced for the additional listees in this report, and also for others. The company names and associated product trade names for the LVL and rim board are as follows: COMPANY Pacific Woodtech Corporation Georgia-Pacific Wood Products Alliance Lumber HPM Building Supply BlueLinx Corporation PRODUCT TRADE NAME Pacific Woodtech GP Lam Integri-Lam Ikaika Lam BlueLinx Pacific Woodtech LVL and Pacific Woodtech rim board are structural composite lumber products complying with ASTM D 55 and additional performance requirements specified in the ICC-ES Acceptance Criteria for Structural Wood-based Products (AC7) and the Acceptance Criteria for Rim Board Products (AC). Qualified adhesives, veneer species and veneer grades are as specified in the approved quality control manual. The veneers are laminated with the grain parallel to the length of the LVL member. Pacific Woodtech LVL is available in thicknesses from / inch (9. mm) to / inches (89 mm) and depths from / inches (.5 mm) to inches (0 mm). Pacific Woodtech rim board is manufactured from.5e grade Pacific Woodtech LVL having a thickness of / inches ( mm), a maximum depth of inches (0 mm), and a minimum length of 8 feet (8 mm)..0 DESIGN AND INSTALLATION. Design:.. General: The design provisions for structural composite lumber in the AF&PA National Design Specification for Wood Construction (NDS), as referenced in the applicable code, are applicable to Pacific Woodtech LVL, unless otherwise noted in this report. Reference design values for Pacific Woodtech LVL are provided in Table... Connections: Reference lateral and withdrawal design values for nailed or bolted connections in Pacific Woodtech LVL are as specified in the NDS for structural composite lumber having equivalent specific gravities as given in Table of this report. For fasteners installed perpendicular to the wide face of the veneers, spacing, edge distances and end distances must be as required in the NDS for sawn lumber. Minimum required spacing, edge distances and end distances for fasteners installed ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 Page of 000

5 ESR-909 Most Widely Accepted and Trusted Page of into the narrow face of the LVL (faces showing the narrow edge of all veneers) are as given in Table. Bolted connections are not permitted in member edges. Connections, other than the nailed and bolted connections described herein, are outside the scope of this report. Exception: Lag screw connections between Pacific Woodtech / -inch x.5e rim board and deck ledgers have an allowable lateral load of 50 pounds (.5 kn) per lag screw, under the following conditions: a. Lag screws must have a minimum nominal diameter of / inch (.7 mm), and sufficient length so that the full diameter of the lag screw shank penetrates through the rim board (the tapered tip must pass completely through the rim board). b. Deck ledgers must consist of minimum -by- lumber having a minimum assigned specific gravity of 0.. c. Sheathing between the rim board and the deck ledger must consist of wood structural panels meeting PS- or PS- and be attached to the rim board in accordance with the applicable code. d. One flat washer must be used between the deck ledger and the lag screw head. e. Edge distances from the center of the lag screw to the edges of the rim board and deck ledger must be inches (5 mm) or greater. End distances must be inches (0 mm) or greater. f. The lag screws must be installed, and adjustment factors must be applied as applicable, in accordance with the NDS. g. Rim board and deck ledgers must be checked for load-carrying capacity at connections in accordance with Section 0.. of the NDS... Rim Board: Allowable loads for Pacific Woodtech / -inch x.5e rim boards are given in Table. Toe-nailed connections of rim boards are not limited by the 50 plf (89 N/m) lateral load capacity noted for Seismic Design Categories D, E, and F in Section 05.. of the IBC... Fireblocking: Pacific Woodtech LVL may be used as fireblocking in lieu of the materials listed in IBC Section 77.. or IRC Section R0.8., as applicable. LVL used as fireblocking must have a minimum thickness of / inches (8 mm), with the exception that / -inch-thick (9 mm) LVL may be used, provided the joints are backed by a second layer of / -inch-thick (9 mm) LVL.. Installation:.. General: Installation of Pacific Woodtech LVL and Pacific Woodtech rim board must comply with this report and with the manufacturer s published installation instructions. The manufacturer s published installation instructions must be available at the jobsite at all times during installation... Rim Board: Pacific Woodtech rim board must be installed as a continuously supported structural element located at the joist elevation in an end bearing wall or parallel to the joist framing. It must be the full depth of the joist space and be used for any combination of the following: () transfer of vertical loads, from above to below, at the rim board location; () diaphragm attachment (e.g., sheathing to top edge of rim board); () transfer of inplane lateral loads from the diaphragm to the wall plate below; () to provide lateral support to the joist (i.e., resistance against rotation) through attachment to the joist; (5) to provide closure for ends of joists; or () as an attachment base for siding and/or exterior deck ledgers. 5.0 CONDITIONS OF USE The Pacific Woodtech LVL and Pacific Woodtech / - inch x.5e Rim board described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section.0 of this report, subject to the following conditions: 5. Design and installation must comply with this report, the manufacturer s published installation instructions, and the applicable code. In the event of a conflict between this report and the manufacturer s published installation instructions, this report governs. 5. Design calculations and/or drawings, demonstrating compliance with this report, must be provided to the code official upon request. These documents must be sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5. Applications in unprotected, wet service conditions, where the moisture content of the LVL will reach percent or greater, are beyond the scope of this report. 5. Pacific Woodtech LVL products are produced at the Pacific Woodtech Corporation manufacturing plant located in Burlington, Washington, under a quality control program with inspections by APA The Engineered Wood Association (AA-9)..0 EVIDENCE SUBMITTED. Data in accordance with the ICC-ES Acceptance Criteria for Structural Wood-based Products (AC7), dated October 009 (corrected December 009).. Data in accordance with the ICC-ES Acceptance Criteria for Rim Board Products (AC), dated October 00 (editorially revised January 008). 7.0 IDENTIFICATION Pacific Woodtech LVL is identified by a stamp noting the manufacturer's name (Pacific Woodtech), product trade name, grade, species, production date, evaluation report number (ESR-909), name of the inspection agency (APA EWS) and manufacturer's APA mill number (07). Pacific Woodtech / inch x.5e rim board is identified by a stamp noting the manufacturer's name (Pacific Woodtech), product trade name, product name or registered trademark, grade, species, thickness ( / inches), production date, evaluation report number (ESR- 909), name of the inspection agency (APA EWS) and manufacturer's APA mill number (07).

6 ESR-909 Most Widely Accepted and Trusted Page of Species Grade TABLE PACIFIC WOODTECH LVL REFERENCE DESIGN VALUES (psi), F b Beam Plank 5 Axial F v F c F b F v F c F t 7 DF.5E x0 DF.8E x0 DF.0E x0 DF+.E x0 For SI: psi =.895 kpa, inch = 5. mm. Reference design values are based on dry conditions of use, in which the in-service moisture content of the LVL is less than percent. Applications where the moisture content will equal or exceed percent are outside the scope of this report. Reference design values must be adjusted, as applicable, in accordance with Section 8. of the NDS. Species designations are as follows: DF = Douglas fir, DF+ = Douglas fir core and bottom face sheets with a top face sheet of a species as identified in the approved quality documentation. Beam values apply to members loaded and supported on faces showing the narrow edge of all veneers, typically the narrow faces of the member. 5 Plank values apply to members loaded and supported on faces showing the wide face of one veneer, typically the wide faces of the member. The volume factor, C V, which is applicable to reference bending design values, F b, in accordance with Section 8. of the NDS, must be calculated as follows: For beam orientation: C V = (/d) For plank orientation: C V = (.75/d) 0..00, where d is the member depth in inches. 7 Reference tension design values parallel to grain, F t, apply to a -foot member length. For longer lengths, F t must be multiplied by a factor of (/L) 0.0, where L is the length of the member, in feet. 8 The reference modulus of elasticity for beam stability and column stability calculations, E min, must be calculated in accordance with Appendix D of the NDS. When calculating E min, the coefficient of variation of modulus of elasticity, COV E, may be taken as 0.0. TABLE,,, / INCH x.5e RIM BOARD ALLOWABLE LOADS Lateral Load Capacity 5 Vertical Load Capacity F c 00 plf 50 plf Deck Ledger Connection with / -inch-diameter Lag Screw - Lateral Load Capacity 50 lb () For SI: plf =.59 N/m, lb =.8 N. The design loads given in this table are for / -inch x.5e rim board installed in accordance with Section... Tabulated design values are based on dry conditions of use, in which the in-service moisture content of the LVL is less than percent. Applications where the moisture content will equal or exceed percent are outside the scope of this report. Tabulated design values may be adjusted for duration of load in accordance with Section.. of the NDS, except where otherwise noted. Other design values are as provided for.5e grade Pacific Woodtech LVL in Table. 5 The tabulated lateral load capacity applies to a ten-minute wind or earthquake load duration (C D =.0). No further increase is permitted for duration of load. Lag screw connections between / -inch x.5e rim board and deck ledgers have an allowable lateral load of 50 pounds per lag screw, provided the conditions in the exception to Section.. are met. Connection Type Load Direction TABLE EQUIVALENT SPECIFIC GRAVITY FOR CONNECTION DESIGN, FASTENER ORIENTATION Face Edge Nail Withdrawal Nail Lateral Bolt Lateral 0.50 N.A. Reference lateral and withdrawal design values for bolted and nailed connections in Pacific Woodtech LVL are as specified in the NDS for structural composite lumber having equivalent specific gravities as indicated in the table above. Connections in which fasteners are installed into the end grain of the LVL are outside the scope of this report. Values given under the heading Face apply to connections in which the fastener axis is installed perpendicular to the faces showing the wide face of one veneer. Values given under the heading Edge apply to connections in which the fastener axis is installed perpendicular to the faces showing the narrow edge of all veneers. LVL DIMENSIONS TABLE MINIMUM EDGE FASTENER SPACING, FASTENER MAXIMUM FASTENER PENETRATION INTO LVL (inches) E 8 MINIMUM FASTENER SPACING (inches) 8d Nail / 8 0d Nail 9 / Minimum / inches thick and d Nail 9 / / inches deep d Nail / 8 For SI: inch = 5. mm. Minimum fastener spacing values apply to a single row of nails. Minimum edge and end distances for nails driven into the edge of the LVL (i.e., into the faces showing the narrow edge of all veneers) have not been evaluated. Edge and end distances must be sufficient to prevent splitting of the LVL. Penetration length includes nail tip.

7 Pacific Woodtech Laminated Veneer Lumber PR-L Pacific Woodtech Corporation Revised December 5, 0 Products: Laminated veneer lumber structural building components Pacific Woodtech Corporation, 850 Park Lane, Burlington, Washington 98 (0) Basis of the product report: 0 and 009 International Building Code (IBC): Section 0. Alternative materials and Section 0..9 Structural composite lumber 0 and 009 International Residential Code (IRC): Section R0. Alternative materials, and 0 IRC Sections R50..7, R0.., and R80.. Structural composite lumber ASTM D55-09 and ASTM D55-05a recognized by the 0 IBC and IRC, and 009 IBC, respectively APA Reports T99P-8, T99P-9, T99P-0, T00P-5, T00P-7, T00P-, T00P- 50, T00P-, T00P-0, T00P-88, T008P-7, T009P-5, and other qualification data. Product description: Pacific Woodtech LVL is made with wood veneers laminated with grain parallel to the length of the member in accordance with the in-plant manufacturing standard approved by APA. Pacific Woodtech LVL is available in thicknesses from / inch to -/ inches, widths from -/ inches to inches, and lengths up to -/ feet.. Design properties: The structural design provisions for wood construction provided in the building code are applicable to Pacific Woodtech LVL products unless noted otherwise in this report. Table lists Allowable Stress Design reference properties. Table lists the equivalent specific gravities for connection design. Minimum spacings for fasteners installed in the edge of a member are provided in Table. The allowable spans for Pacific Woodtech LVL shall be in accordance with the recommendations provided by the manufacturer ( Product installation: Pacific Woodtech LVL shall be installed in accordance with the recommendations provided by the manufacturer (see link above). 5. Fire-rated assemblies: The provisions of IBC Section 7.., Design of fire-resistant exposed wood members, shall be applicable to Pacific Woodtech LVL. Fire-rated assemblies shall be constructed in accordance with the recommendations provided by APA Design/Construction Guide: Fire- Rated Systems, Form W05 ( and the manufacturer (see link above).. Limitations: a) Pacific Woodtech LVL shall be designed in accordance with the code using the design properties specified in this report. b) Pacific Woodtech LVL is limited to dry service conditions where the average moisture content of sawn lumber is less than percent. 0 APA - The Engineered Wood Association -0

8 APA Product Report PR-L Revised December 5, 0 Page of c) Pacific Woodtech LVL is produced at the Pacific Woodtech Corporation manufacturing plant located in Burlington, Washington, under a quality control program audited by APA. d) This report is subject to re-examination in one year. 7. Identification: The Pacific Woodtech LVL described in this report is identified by a label bearing the manufacturer's name (Pacific Woodtech) and/or trademark, the APA assigned plant number (07), the veneer species, the LVL grade, the APA-EWS logo, this report number (PR- L), and a means of identifying the date of manufacture. TABLE. ALLOWABLE STRESS DESIGN REFERENCE PROPERTIES FOR PACIFIC WOODTECH LVL [PSI] (a) Species (b) Grade Beam (c) Plank (d) Axial Fb (e)(g) Fv Fc Fb (f)(g) Fv Fc Ft (h) Fc (i) MOE (j) DF.5E x0 DF.8E x0 DF.0E x0 DF.E x0 DF+.E x0 For SI: inch = 5. mm, foot = 0.8 mm, lbf =.8 N, psi =.9 kpa (a) The tabulated values apply to protected, dry service conditions. Except for modulus of elasticity (MOE) and compression perpendicular to grain (F c ), the tabulated values are permitted to be adjusted for duration of load as provided in the code. (b) DF = Douglas fir; DF+ = Douglas fir core and bottom face sheets with a top face sheet of a species prescribed by the in-plant manufacturing standard. (c) Beam values apply to members loaded and supported on faces showing the narrow edge of all veneers, typically the narrow faces of the member. (d) Plank values apply to members loaded and supported on faces showing the face of one veneer, typically the wide faces of the member. (e) Flexural stress, F b, for the beam orientation is based on a reference depth of inches. For other depths, multiply by a size factor of (/d) /5, where d is the depth in inches. For depths less than -/ inches, multiply by.7. (f) Flexural stress, F b, for the plank orientation is based on a reference depth of -/ inches. For other depths, multiply by a size factor of (.75/d) /, where d is the depth in inches. For depths less than -/ inches, multiply by.00. (g) Flexural stress, F b, values are permitted to be increased by percent for repetitive members as provided by the code. (h) Tension parallel to grain, F t, is based on a reference gage length of feet. For longer lengths, multiply by a length factor of (/L) /0, where L is the length in feet. (i) Compression parallel to grain, F c. (j) Apparent modulus of elasticity. Coefficient of variation of modulus of elasticity, COV E = 0.0. TABLE. EQUIVALENT SPECIFIC GRAVITY FOR CONNECTION DESIGN Connection Type Face Edge Nail Withdrawal Nail Lateral Bolt Lateral 0.50 N. A. Face: member faces showing the face of one veneer, typically the wide faces of the member Edge: member faces showing the narrow edge of all veneers, typically the narrow faces of the member 0 APA - The Engineered Wood Association -0

9 APA Product Report PR-L Revised December 5, 0 Page of TABLE. MINIMUM EDGE FASTENER SPACING LVL Dimensions Fastener (a) Minimum Spacing (inches) 8d Nail 0d Nail Minimum /-inch thick d Nail and -/-inch deep d Nail Not Permitted Gage Staple Minimum -/-inch thick and -/-inch deep 0d Nail d Nail d Nail Gage Staple For SI: inch = 5. mm (a) Nails are either common or box nails. (b) May be inches when nailing through bottom wall plate and sheathing (maximum -/8-inch penetration). (b) APA The Engineered Wood Association is an accredited certification body under ISO 5 by Standards Council of Canada (SCC) and an accredited inspection agency by the International Code Council (ICC) International Accreditation Service (IAS) under ISO/IEC 700. APA is also an accredited testing organization recognized by IAS and SCC under ISO/IEC 705. APA is a recognized testing laboratory by Miami-Dade County, and a Product Testing Laboratory, Product Quality Assurance Entity, and Product Validation Entity by the Florida Department of Community Affairs (DCA). APA THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 70 So. 9 th St. Tacoma, Washington 98 Phone: (5) Fax: (5) Internet Address: PRODUCT SUPPORT HELP DESK (5) Address: help@apawood.org DISCLAIMER APA Product Report is a trademark of APA The Engineered Wood Association, Tacoma, Washington. The information contained herein is based on the product evaluation in accordance with the references noted in this report. Neither APA, nor its members make any warranty, expressed or implied, or assume any legal liability or responsibility for the use, application of, and/or reference to opinions, findings, conclusions, or recommendations included in this report. Consult your local jurisdiction or design professional to assure compliance with code, construction, and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility of product performance or designs as actually constructed. 0 APA - The Engineered Wood Association -0

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