0 ICC-ES Report ICC-ES (800) -87 () 99-0 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-078 Valid: 0/ to 0/ DIVISION: 0 00 00 WOOD, PLASTICS AND COMPOSITES SECTION: 0 0 WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: OMG, INC. BOWLES ROAD AGAWAM, MASSACHUSETTS 000-008 EVALUATION SUBJECT: FASTENMASTER LOK SERIES STRUCTURAL WOOD SCREWS Look for the trusted marks of Conformity! 0 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0
ICC-ES Evaluation Report www.icc-es.org (800) -87 () 99-0 ESR-078 Reissued January 0 This report is subject to renewal January 0. A Subsidiary of the International Code Council DIVISION: 0 00 00 WOOD, PLASTICS AND COMPOSITES Section: 0 0 Wood, Plastic, and Composite Fastenings REPORT HOLDER: OMG, INC. BOWLES ROAD AGAWAM, MASSACHUSETTS 000-008 () 789-0 www.olyfast.com www.fastenmaster.com mguthrie@olyfast.com ADDITIONAL LISTEE: MITEK INDUSTRIES, INC. NORTH OUTER FORTY, SUITE 00 CHESTERFIELD, MISSOURI 07 () -00 www.mii.com EVALUATION SUBJECT: FASTENMASTER LOK SERIES STRUCTURAL WOOD SCREWS.0 EVALUATION SCOPE Compliance with the following codes: 0, 009 and 00 International Building Code (IBC) 0, 009 and 00 International Residential Code (IRC) 0 Abu Dhabi International Building Code (ADIBC) The ADIBC is based on the 009 IBC. 009 IBC code sections referenced in this report are the same sections in the ADIBC Properties evaluated: Structural Corrosion resistance.0 USES The FastenMaster LOK Series fasteners described in this report are alternate dowel-type threaded fasteners used for wood-to-wood connections. The FastenMaster LOK Series fasteners having a proprietary corrosion-resistant coating with a lubricious clear top coat may be used where fasteners are required to exhibit corrosion resistance when exposed to adverse environmental conditions and/or in preservative-treated wood (subject to the limitations of Section.), and are alternates to hot-dip-zinc galvanized fasteners with a coating weight in compliance with ASTM A, Class D. The fasteners have been evaluated for use with wood chemically treated with waterborne alkaline copper quaternary, type D (ACQ-D)..0 DESCRIPTION. General: The LOK Series fasteners described in this report are manufactured using a standard cold-forming process and are heat-treated. These fasteners depart from ANSI B8.. and B8.. in thread design, exceed the bending yield strengths documented in Table of American Forest & Paper Association (AF&PA) Technical Report, and are not installed with lead holes in accordance with the National Design Specification for Wood Construction (NDS). The LOK Series fasteners recognized in this report are described in Sections.. through..... OlyLog and TimberLOK Fasteners: The OlyLog and TimberLOK fasteners have a / -inch (7.9 mm) hexhead, rolled threads and a gimlet point. They have a proprietary corrosion-resistant coating with a lubricious clear top coat. See Table A for fastener dimensions and a diagram... HeadLOK Fasteners: The HeadLOK fasteners have a proprietary # Spider-drive head, rolled threads and a gimlet point. They have a proprietary corrosion-resistant coating with a lubricious clear top coat. See Table B for fastener dimensions and a diagram... LedgerLOK and LogHog Fasteners: The LedgerLOK and LogHog fasteners have a / -inch (7.9 mm) hex-head with integral washer, rolled threads and a gimlet point. They have a proprietary corrosion-resistant coating with a lubricious clear top coat. See Table C for fastener dimensions and a diagram... TrussLOK and TrussLOK-Z Fasteners: The TrussLOK and TrussLOK-Z fasteners have a / 8 -inch (9. mm) hex-head, rolled threads and proprietary cutting points. They have a proprietary corrosion-resistant coating with a lubricious clear top coat. See Tables D and E for fastener dimensions and a diagram... ThruLOK Fasteners: The ThruLOK fasteners have a / -inch (7.9 mm) hex-head, rolled threads and a proprietary cutting point. The fasteners are coated with mechanically applied zinc in accordance with ASTM B9, Type I, Class. They are supplied with the ThruLOK washer and nut. See Table F for fastener dimensions and a diagram.. Materials: 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 8 000
ESR-078 Most Widely Accepted and Trusted Page of 8 The fasteners are made of carbon steel grade 0 or 0B wire, conforming to the report holder s material specifications, with a minimum ultimate tensile strength of 0 ksi ( MPa), and have a proprietary finish. Minimum bending yield strengths of the fasteners are listed in Tables A through F of this report..0 DESIGN AND INSTALLATION. Design: Reference withdrawal design values are given in Table of this report. Reference head pull-through design values are given in Table of this report. Reference lateral design values for wood-to-wood connections loaded parallel and perpendicular to the grain, are given in Table. The reference design values given in Tables through must be multiplied by all adjustment factors applicable to wood screws, in accordance with Section 0. of the NDS, including the wet service factor, C M, where applicable. Reference head pull-through design values must be adjusted using the NDS adjustment factors applicable to withdrawal for wood screws. Wood main and side members must be solid-sawn lumber or boards, or engineered wood products. Solidsawn members must have an assigned specific gravity, as specified in Table..A of the NDS, within the ranges given in Tables through of this report. Engineered wood members must have equivalent specific gravities, as specified in the applicable evaluation report, within the ranges given in Tables through of this report. The allowable load for a single-screw connection in which the screw is subject to tension must be taken as the least of: (a) the reference withdrawal design value given in Table, adjusted by all applicable adjustment factors; (b) the reference head pull-through design value given in Table, adjusted by all applicable adjustment factors; and (c) the allowable screw tension strength given in Tables A through F. The allowable lateral load for a single-screw connection must be taken as the lesser of: (a) the reference lateral design value given in Table, adjusted by all applicable adjustment factors, and (b) the allowable screw shear strength given in Tables A through F. When designing a connection, the structural members must be checked for load-carrying capacity in accordance with Section 0.. of the NDS, and local stresses within multiple-fastener connections must be checked against Appendix E of the NDS to ensure the capacity of the connection and fastener group. Connections containing multiple screws must also be designed in accordance with Sections 0.. and. of the NDS. Where the screws are subjected to combined lateral and withdrawal loads, connections shall be designed in accordance with Section.. of the NDS. The FastenMaster LOK Series fasteners having a proprietary corrosion-resistant coating with a lubricious clear top coat are recognized for use in wood chemically treated with waterborne alkaline copper quaternary, type D (ACQ-D), with a maximum retention of 0.0 pcf (. kg/m ). These fasteners must be limited to use in typical applications and limitations defined in Table.. Installation: The fasteners must be installed with a / -inch (.7 mm), low RPM/high torque electric drill (0 rpm) using the driver bit included in each box. Lead holes are not required at the minimum end and edge distances listed in Table of this report. When use is in engineered wood products, the minimum fastener end and edge distances and spacing must be in accordance with Table of this report or in accordance with the recommendations of the engineered wood manufacturer, whichever is more restrictive. The ThruLOK fastener must be installed with the ThruLOK washer and nut (supplied with the fastener). The ThruLOK fastener must penetrate through the opposite face of the main member a sufficient distance to allow the nut to be tightened snugly against the main member, with at least / inch (.7 mm) of the threaded portion of the shank engaging the internal threads of the nut..0 CONDITIONS OF USE The fasteners 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:. Design and installation of connections with FastenMaster LOK Series fasteners must comply with this report, the manufacturer s published instructions and the applicable code. In the event of a conflict between the manufacturer s published installation instructions and this report, the more restrictive governs.. Use of the fasteners in locations exposed to saltwater or saltwater spray is outside the scope of this evaluation report.. The fasteners are manufactured under a quality control program with inspections by ICC Evaluation Service, LLC..0 EVIDENCE SUBMITTED. Data in accordance with the ICC-ES Acceptance Criteria for Alternate Dowel-type Threaded Fasteners (AC), dated June 0.. Data in accordance with the ICC-ES Acceptance Criteria for Corrosion-resistant Fasteners and Evaluation of Corrosion Effects of Wood Treatment Chemicals (AC7), dated October 009 (editorially revised May 0). 7.0 IDENTIFICATION The fasteners are identified by the designation TimberLOK, HeadLOK, LedgerLOK, TrussLOK (also known as TrussLOK-EWP ), TrussLOK-Z (also known as TrussLOK-Girder ) ThruLOK, OlyLog, or LogHog, on the packaging. In addition, each container of fasteners has a label noting OMG s name and address, fastener size, the inspection agency name (ICC-ES) and the evaluation report number (ICC-ES ESR-078). Head markings on the fasteners indicate fastener length and are applied as noted in Tables A through F.
ESR-078 Most Widely Accepted and Trusted Page of 8 OLYLOG / TIMBERLOK TABLE A SPECIFICATIONS: OLYLOG AND TIMBERLOK S LENGTH THREAD, TLOK or LOG F. / / TLOK0 or LOG00 F.0 TLOK0 or LOG00 F.0 TLOK08 or LOG008 F8.0 8 LOG009 F9.0 9 TLOK0 or LOG00 F0.0 0 LOG0 F.0 LOG0 F.0 LOG0 F.0 For SI: inch =. mm, lbf =. N, psi =.89 kpa. 0.89 0.7 YIELD, 7,00 90,00 STRENGTH Shear,00 90, 800 Bending yield strength determined per methods specified in ASTM F7 and based on the minor thread diameter. Fastener installation and design values require complete threaded portion to be embedded in the main member. Fastener bending yield strength is determined by the percent diameter (0.0D) offset method of analyzing load-displacement curves developed from bending tests. LOK TABLE B SPECIFICATIONS: LOK S LENGTH THREAD, HLGM78 F.8HL 7 / 8 HLGM F.HL / HLGM F.0HL HLGM8 F8.0HL 8 HLGM0 F0HL 0 For SI: inch =. mm, lbf =. N, psi =.89 kpa. YIELD, STRENGTH Shear 0.9 0.7 87,00, 9 Bending yield strength determined per methods specified in ASTM F7 and based on the minor thread diameter. Fastener installation and design values require complete threaded portion to be embedded in the main member. Fastener bending yield strength is determined by the percent diameter (0.0D) offset method of analyzing load-displacement curves developed from bending tests.
ESR-078 Most Widely Accepted and Trusted Page of 8 TABLE C SPECIFICATIONS: LEDGERLOK AND LOGHOG S LEDGERLOK / LOGHOG LENGTH THREAD, YIELD, STRENGTH Shear LL8 F. / 8 LL00 F.0 LHOG009 F9.0 9 LHOG0 F.0 LHOG0 F.0 LHOG0 F.0 For SI: inch =. mm, lbf =. N, psi =.89 kpa. 0.8 0.0 00,700,8, 8,00, 890 Bending yield strength determined per methods specified in ASTM F7 and based on the minor thread diameter. Fastener installation and design values require complete threaded portion to be embedded in the main member. Fastener bending yield strength is determined by the percent diameter (0.0D) offset method of analyzing load-displacement curves developed from bending tests. TABLE D SPECIFICATIONS: TRUSSLOK S TRUSSLOK LENGTH THREAD, YIELD, STRENGTH Shear EWS8 F. / 8 EWS00 F.0 / 0.8 0. 8,00,8, EWS70 F.7 7 / 0 For SI: inch =. mm, lbf =. N, psi =.89 kpa. Bending yield strength determined per methods specified in ASTM F7 and based on the minor thread diameter. Fastener installation and design values require complete threaded portion to be embedded in the main member. Fastener bending yield strength is determined by the percent diameter (0.0D) offset method of analyzing load-displacement curves developed from bending tests.
ESR-078 Most Widely Accepted and Trusted Page of 8 TABLE E SPECIFICATIONS: TRUSSLOK-Z S TRUSSLOK-Z LENGTH THREAD, YIELD, STRENGTH Shear TSLZ78 F.8 7 / 8 TSLZ F. / TSLZ00 F.0 For SI: inch =. mm, lbf =. N, psi =.89 kpa. / 0.8 0.0 8,00,8, Bending yield strength determined per methods specified in ASTM F7 and based on the minor thread diameter. Fastener installation and design values require complete threaded portion to be embedded in the main member. Fastener bending yield strength is determined by the percent diameter (0.0D) offset method of analyzing load-displacement curves developed from bending tests. TABLE F SPECIFICATIONS: THRULOK S 7 THRULOK LENGTH THREAD, A B YIELD, STRENGTH Shear THR FT. / THR007 FT7.0 7 / 9 / 0 0.8 0.0 8,00,970, THR008 FT8.0 8 For SI: inch =. mm, lbf =. N, psi =.89 kpa. Bending yield strength determined per methods specified in ASTM F7 and based on the minor thread diameter. The thread lengths given for the ThruLOK are for zones A and B, as depicted in the diagram below. Fastener bending yield strength is determined by the percent diameter (0.0D) offset method of analyzing load-displacement curves developed from bending tests. 7 The ThruLOK fastener must be used with the ThruLOK washer and nut (supplied with the fastener). THRULOK NUT (TOP) AND WASHER (BOTTOM)
ESR-078 Most Widely Accepted and Trusted Page of 8 TABLE REFERENCE WITHDRAWAL DESIGN VALUES (W),, [Reference withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member] OlyLog/ TimberLOK THREAD LENGTH, L W (lbf./in.) FOR SPECIFIC GRAVITIES OF: 0.7 0. 0. 0. 0. 0.. or.0 70 0 0 00 80 70 HeadLOK.0 90 70 0 00 80 70 LedgerLOK/ LogHog.0 or.0 0 0 70 0 0 0 TrussLOK / 80 TrussLOK-Z / 90 70 0 80 0 0 ThruLOK () NA () 0 () 00 () 900 () 780 () 700 () 80 () For SI: inch =. mm, lbf/in = 7 N/m. Tabulated reference withdrawal design values, W, apply to fasteners driven into the side grain of the main member, such that the screws are oriented perpendicular to the grain and loaded in direct withdrawal. Reference withdrawal design values must be multiplied by all applicable adjustment factors, in accordance with Section.. Reference withdrawal design values are to be multiplied by the length of thread penetration into the main member, but must not exceed the head pull-through design values given in Table. Threaded length includes the tapered tip. See Tables A through F for thread lengths corresponding to specific fastener model numbers. The ThruLOK must be used with the ThruLOK washer and nut (supplied with the fastener). The nut must be installed such that it is snug against the main member, and at least / inch of the threaded portion of the shank (not including the tip) is within the nut. Tabulated withdrawal values for the ThruLOK are based on the head pull-through design values given in Table, as these values will govern designs in which the screw is subject to axial tension, where the ThruLOK is properly installed with the ThruLOK washer and nut (see footnote above). TABLE REFERENCE PULL-THROUGH DESIGN VALUES (P), MINIMUM SIDE MEMBER THICKNESS P FOR SPECIFIC GRAVITIES OF: 0.7 0. 0. 0. 0. 0. OlyLog/ TimberLOK. 0 00 0 0 0 0 HeadLOK. 0 00 0 0 0 00 LedgerLOK/ LogHog. 0 90 0 00 80 70 TrussLOK. 0 TrussLOK-Z. 70 0 0 00 70 0 ThruLOK (). 0 () 00 () 900 () 780 () 700 () 80 () For SI: inch =. mm, pound =.8 kpa. Reference head pull-through design values, P, must be multiplied by all applicable adjustment factors, in accordance with Section.. Design values apply to connections with minimum side member thicknesses, t s, as given above. The ThruLOK must be used with the ThruLOK washer and nut (supplied with the fastener). The nut must be installed such that it is snug against the main member, and at least / inch of the threaded portion of the shank (not including the tip) is within the nut.
ESR-078 Most Widely Accepted and Trusted Page 7 of 8 TABLE REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO-MEMBER) WOOD-TO-WOOD CONNECTIONS LOADED PARALLEL (Z ll ) OR PERPENDICULAR (Z ) TO THE GRAIN, Designation OlyLog/ TimberLOK HeadLOK LedgerLOK Length MINIMUM SIDE MEMBER THICKNESS, t s MINIMUM MAIN MEMBER PENETRATION, p Z FOR MINIMUM SPECIFIC GRAVITIES OF: 0. 0. 0. Z ll Z Z ll Z Z ll Z / / 0 0 0 00 00 80 & longer / / 80 0 0 0 0 0 & longer / / 90 70 70 0 0 0 8 & longer 90 70 0 0 0 0 7 / 8 / / 8 0 0 0 80 0 0 / / 80 0 0 0 0 0 & longer / / 90 70 70 0 0 0 & longer / / 00 80 80 0 70 0 8 & longer 90 80 80 0 0 0 / 8 / / 0 0 0 / 8 / / 8 0 0 90 80 70 0 / / 0 00 00 80 80 0 LogHog 9 & longer 0 00 90 80 70 0 TrussLOK TrussLOK-Z Designation / 8 / / 8 0 90 00 70 80 0 / / 0 00 0 70 90 0 / / 0 0 0 90 90 70 7 / 8 / / 8 0 90 00 70 80 0 / / 0 90 00 70 90 0 / / 0 00 0 80 90 0 Length MINIMUM SIDE MEMBER THICKNESS, t s MAIN MEMBER THICKNESS Z FOR MINIMUM SPECIFIC GRAVITIES OF: 0. 0. 0. Min Max Z ll Z Z ll Z Z ll Z ThruLOK () 7 / 0 0 0 00 00 70 / / / / 0 0 0 00 00 70 8 / / 0 0 0 00 00 70 For SI: inch =. mm, pound =.8 kpa. Tabulated reference lateral design values, Z, apply to single shear (two-member) connections with wood main and side members having specific gravity as shown, in which the screw is oriented perpendicular to the grain and loaded laterally either parallel or perpendicular to the grain. For connections in which the main and side members have different specific gravities, use the lower of the two. Gaps are not permitted between the main and side members. Values must be multiplied by all applicable adjustment factors, in accordance with Section.. Side members with thicknesses greater than the tabulated minimum side member thickness may be used, provided the corresponding tabulated minimum main member penetration is still achieved for the given screw length. Minimum main member penetration is the minimum length of the screw (including threaded, unthreaded and tip length) that must be embedded within the main member. The ThruLOK must be installed with the washer and nut, and must penetrate through the opposite face of the main member a sufficient distance to allow the nut to be tightened snugly against the main member, with at least / inch, and no more than / inches of the ThruLOK screw engaged within the nut.
ESR-078 Most Widely Accepted and Trusted Page 8 of 8 TABLE CONNECTION GEOMETRY REQUIREMENTS CONDITION MINIMUM DISTANCE OR SPACING TimberLOK, OlyLog and HeadLOK LedgerLOK, LogHog, TrussLOK and TrussLOK-Z ThruLOK End distance Loading toward end / / 8 Loading away from end / 8 / 8 Loading perpendicular to grain / 8 / 8 Edge distance Any load direction / / Spacing between fasteners in a row Loading parallel to grain 7 / 8 / / Loading perpendicular to grain / 8 / 8 Spacing between rows For SI: inch =. mm. In-line rows / / Staggered rows / End distances, edge distances and screw spacing must be sufficient to prevent splitting of the wood, or as required by this table, whichever is more restrictive. Values for spacing between staggered rows apply where screws in adjacent rows are offset by half of the spacing between screws in a row. / 8 / 8 TABLE RECOGNIZED EXPOSURE CONDITIONS FOR COATED FASTENMASTER LOK SERIES S EXPOSURE CONDITION TYPICAL APPLICATIONS RECOGNITION LIMITATIONS Treated wood in dry use applications Limited to use where equilibrium moisture content of the chemically treated wood meets the dry service conditions as described in the NDS. Limited to freshwater and chemically treated wood exposure, e.g., no General construction saltwater exposure. Recognized exposure conditions apply only to FastenMaster LOK Series fasteners having the recognized proprietary corrosion-resistant coating with a lubricious clear top coat.
ICC-ES Evaluation Report ESR-078 FBC Supplement Reissued January 0 www.icc-es.org (800) -87 () 99-0 A Subsidiary of the International Code Council DIVISION: 0 00 00 WOOD, PLASTICS AND COMPOSITES Section: 0 0 Wood, Plastic and Composite Fastenings REPORT HOLDER: OMG, INC. BOWLES ROAD AGAWAM, MASSACHUSETTS 000-008 () 789-0 www.olyfast.com www.fastenmaster.com mguthrie@olyfast.com EVALUATION SUBJECT: FASTENMASTER LOK SERIES STRUCTURAL WOOD SCREWS.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that FastenMaster LOK Series fasteners, recognized in ICC- ES master report ESR-078, have also been evaluated for compliance with the codes noted below. Applicable code editions: 00 Florida Building Code Building 00 Florida Building Code Residential.0 CONCLUSIONS The FastenMaster LOK Series fasteners, described in Sections.0 through 7.0 of the master evaluation report ESR-078, comply with the 00 Florida Building Code Building and the 00 Florida Building Code Residential, provided the design and installation are in accordance with the International Building Code provisions noted in the master report. Use of the FastenMaster LOK Series fasteners for compliance with the High-Velocity Hurricane Zone provisions of the 00 Florida Building Code Building and the 00 Florida Building Code Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-, verification that the report holder s quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued January 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