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HomeMy WebLinkAboutEvaluation ReportICC-ES Evaluation Report ESR-1078 www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: OMG, INC. 153 BOWLES ROAD AGAWAM, MASSACHUSETTS 01001-5008 (800) 633-3800 www.olyfast.com www.fastonmaster.com m guth rie(ilolyfast.com ADDITIONAL LISTEE: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: FASTENMASTER® LOK SERIES STRUCTURAL WOOD SCREWS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 International Building Code® (IBC) ■ 2012, 2009 and 2006 International Residential Codee (IRC) Properties evaluated: ■ Structural ■ Corrosion resistance 2.0 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 5.2), and are alternates to hot -dip -zinc galvanized fasteners with a coating weight in compliance with ASTM A153, Class D. ICC-ES Evaluation Reports are not to be cmutrued as representing aesthetics or mry other as an endorsement ofthesubjea ofthe report or a remmmendation for its use. There is no to anyfinding or other matter in this report, or as to any product covered by the report. Copyright © 2014 Reissued January 1, 2014 This report is subject to renewal January 1, 2015. A Subsidiary of the International Code Council® The fasteners have been evaluated for use with wood chemically treated with waterborne alkaline copper quaternary, type D (ACQ-D). 3.0 DESCRIPTION 3.1 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 1318.2.1 and B18.6.1 in thread design, exceed the bending yield strengths documented in Table 5 of American Forest & Paper Association (AF&PA) Technical Report 12,,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 3.1.1 through 3.1.5. 3.1.1 OlyLog and TimberLOK Fasteners: The OlyLog and TimberLOK fasteners have a 5/16-inch (7.9 mm) hex - head, rolled threads and a gimlet point. They have a proprietary corrosion -resistant coating with a lubricious clear top coat. See Table 1A for fastener dimensions and a diagram. 3.1.2 HeadLOK Fasteners: The HeadLOK fasteners have a proprietary #3 Spider -drive head, rolled threads and a gimlet point. They have a proprietary corrosion -resistant coating with a lubricious clear top coat. See Table 1B for fastener dimensions and a diagram. 3.1.3 LedgerLOK and LogHog Fasteners: The LedgerLOK and LogHog fasteners have a 5/16-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 1C for fastener dimensions and a diagram. 3.1.4 TrussLOK and TrussLOK-Z Fasteners: The TrussLOK and TrussLOK-Z fasteners have a 3/6-inch (9.5 mm) hex -head, rolled threads and proprietary cutting points. They have a proprietary corrosion -resistant coating with a lubricious clear top coat. See Tables 1 D and 1 E for fastener dimensions and a diagram. 3.1.5 ThruLOK Fasteners: The ThruLOK fasteners have a 5/16-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 B695, Type I, Class 55. They are supplied with the ThruLOK washer and nut. See Table 1 F for fastener dimensions and. a diagram. 3.2 Materials: The fasteners are made of carbon steel grade 1022 or 1OB21 wire, conforming to the report holder's material ed L as 0l Page 1 of 8 ESR-1078 I Most Widely Accept --'--ad Trusted Page 2 of 8 specifications, with a minimum i.r.r,riate tensile strength of 60 ksi (414 MPa), and have a proprietary finish. Minimum bending yield strengths of the fasteners are listed in Tables 1A through 1F of this report. 4.0 DESIGN AND INSTALLATION 4.1 Design: Reference withdrawal design values are given in Table 2 of this report. Reference head pull -through design values are given in Table 3 of this report. Reference lateral design values for wood -to -wood connections loaded parallel and perpendicular to the grain, are given in Table 4. The reference design values given in Tables 2 through 4 must be multiplied by all adjustment factors applicable to wood screws, in accordance with Section 10.3 of the NDS, including the wet service factor, CM, 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. Solid - sawn members must have an assigned specific gravity, as specified in Table 11.3.3A of the NDS, within the ranges given in Tables 2 through 4 of this report. Engineered wood members must have equivalent specific gravities, as specified in the applicable evaluation report, within the ranges given in Tables 2 through 4 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 2, adjusted by all applicable adjustment factors; (b) the reference head pull -through design value given in Table 3, adjusted by all applicable adjustment factors; and (c) the allowable screw tension strength given in Tables 1A through IF. 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 4, adjusted by all applicable adjustment factors, and (b) the allowable screw shear strength given in Tables 1A through IF. When designing a connection, the structural members must be checked for load -carrying capacity in accordance with Section 10.1.2 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 10.2.2 and 11.6 of the NDS. Where the screws are subjected to combined lateral and withdrawal loads, connections shall be designed in accordance with Section 11.4.1 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 waterbome alkaline copper quaternary, type D (ACQ-D), with a maximum retention of 0.40 pcf (6.4 kg/m3). These fasteners must be limited to use in typical applications and limitations defined in Table 6. 4.2 Installatio. ' The fasteners must be installed with a'/2-inch (12.7 mm). low RPM/high torque electric drill (450 rpm) using the driver bit included in each box. Lead holes are not required at the minimum end and edge distances listed in Table 5 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 5 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 '/2 inch (12.7 mm) of the threaded portion of the shank engaging the internal threads of the nut. 5.0 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 1.0 of this report, subject to the following conditions: 5.1 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. 5.2 Use of the fasteners in locations exposed to saltwater or saltwater spray is outside the scope of this evaluation report. 5.3 The fasteners are manufactured under a quality control program with inspections by ]CC Evaluation Service, LLC. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Alternate Dowel4ype Threaded Fasteners (AC233), dated June 2012. 6.2 Data in accordance with the [CC -ES Acceptance Criteria for Corrosion -resistant Fasteners and Evaluation of Corrosion Effects of Wood Treatment Chemicals (AC257), dated October 2009 (editorially revised May 2012). 7.0 IDENTIFICATION The fasteners are identified by the designation "TimberLOK®," "HeadLOK®," "Ledgerl-OK®," "TrussLOe' (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 (]CC -ES ESR-1078). Head markings on the fasteners indicate fastener length and are applied as noted in Tables 1A through 1F. ESR-1078 I Most Widely Accep :—nd Trusted - Page 3 of 8 TABLE 1A=rwSTENER SPECIFICATIONS: OLYLOG AND TlMbcM'LOK FASTENERS OLYLOef TIMBERLOK ® FASTENER DESIGNATION HEAD MARKING OVERALL LENGTH' (inches) LENGTH OF THREAD �'� (inches) UNTHREADED SHANK DIAMETER (inch) MINOR THREAD (ROOT) DIAMETER (inch) BENDING YIELD''' (Fy°' Psi) ALLOWABLE FASTENER STRENGTH Tensile (Ibf) Shear' (Ibf) TLOK212 or LOG212 F2.5 2% 11/, 0.189 0.172 167,300 1,300 940 TLOK04 or LOG004 F4.0 4 2 190,600 TLOK06 or LOG006 F6.0 6 2 TLOK08 or LOG008 F8.0 8 2 LOG009 F9.0 1 9 2 1,145 800 TLOK10 or LOG010 F10.0 10 2 LOG012 F12.0 12 2 LOG014 F14.0 14 2 LOG016 F16.0 16 2 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. 'For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 'Length of thread includes tip. See detailed illustration. 'Bending yield strength determined per methods specified in ASTM F1575 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 5 percent diameter (0.05D) offset method of analyzing load -displacement curves developed from bending tests. "Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. W601AA)R 44 5 Q172MOtOR 4445 aim 4?!W /SIN RrrmrNarAwr VCAI nAWMAIE INr, IPAr1w1;1 5/!0'HEr TNRDIDIENGTN PAR?Ow"11 TABLE 1B—FASTENER SPECIFICATIONS: HEADLOK FASTENERS HEADLOI(® FASTENER HEAD MARKING OVERALL LENGTH' (inches) inches) LENGTH OF THREAD ( inches) UNTHREADED SHANK DIAMETER (inch) MINORTHREAD (ROOT) DIAMETER (inch) BENDING YIELD'•" ( F "' PSI) r ) ALLOWABLE FASTENER STRENGTH Tensile Ib Shear` Ib HLGM278 F2.8HL 27/e 2 0.191 0.172 187,300 1,215 965 HLGM412 F4.5HL 41/2 2 HLGM6 F6.OHL 6 2 HLGM8 F8.01-11- 8 2 HLGMtO F10HL 10 2 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. 'For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. ]Length of thread includes tip. See detailed illustration. 'Bending yield strength determined per methods specified in ASTM F1575 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 5 percent diameter (0.05D) offset method of analyzing load -displacement curves developed from bending tests. "Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 0160M=R 0E25-MO 0.172 WNOR 0./00 0.79I 75TP1 RFFERENIETAatE FDRAPPROPRIATE HEWOUNNG FllLF 03SPIDERDRIVE THNE'AD IENGTH M9TIENGTN ESR-1078 1 Most Widely Accept ` 1d Trusted Page 4 of 8 TABLE 1C—rmaTENER SPECIFICATIONS: LEDGERLOK AND Lv.anOG FASTENERS ALLOWABLE LEDGERLOK®/ OVERALL LENGTH OF UNTHREADED MINORTHREAD BENDING FASTENER STRENGTH LOGHOG ® HEAD LENGTH' THREAD"4 SHANK (ROOT) YIELD" FASTENER MARKING (inches) (Inches) DIAMETER DIAMETER (FYb, Psi) Tensile Shear" DESIGNATION (inch) (inch) (Ibf) (Ibf) LL358 F3.6 able 2 0.228 0.202 200,700 1,833 1,235 LL005 F5.0 5 3 LHOG009 F9.0 1 9 1 3 183,200 1,335 890 LHOG011 F11.0 11 3 LHOG013 F13.0 13 3 LHOG015 F15.0 15 3 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 'Length of thread includes tip. See detailed illustration. "Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. "Fastener installation and design values require complete threaded portion to be embedded in the main member. 5Faslener bending yield strength is determined by the 5 percent diameter (0.05D) offset method of analyzing load -displacement curves developed from bending tests. "Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 12616Yonr6 nTa�nvxnu o1T6.nleo ana zs ml MTREMETA6[E TORAGD IPIIT 1vAnAvaoHr, 5/l6.16X INIffAUIElXi1N PARr1ENGTH TABLE 1D—FASTENER SPECIFICATIONS: TRUSSLOK FASTENERS TRUSSLOKe OVERALL LENGTH OF UNTHREADED MINORTHREAD BENDING ALLOWABLE FASTENER STRENGTH FASTENER HEAD MARKING LENGTH' THREADz'a SHANK DIAMETER (ROOT) DIAMETER YIELD"' Tensile Shear" DESIGNATION (inches) (inches) (inch) (inch) (FYb, psi) (Ibf) (Ibf) EWS338 F3.3 3% 11/z 0.228 0.215 218,400 1,833 1,235 EWS005 F5.0 5 EWS670 F6.7 67ho For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. 'For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 2Length of thread includes fip. See detailed illustration. 'Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. °Fastener installation and design values require complete threaded portion to be embedded in the main member. 5Fastener bending yield strength is determined by the 5 percent diameter (0.05D) offset method of analyzing load -displacement curves developed from bending tests. "Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 0" oszs a lso Nfi9ff? -(T,M E 5 Eoearveovnwni HFFD 6fARpNG 3/e HEX TR ESR-1078 ) Most KidelyAccepi 1d Trusted TAbLt 1E—FASTENER SPECIFICATIONS: TRUSSLOK-r- ri.3TENERs Page 5 of 8 TRUSSLOK-Y° OVERALL LENGTH OF UNTHREADED MINORTHREAD BENDING ALLOWABLE FASTENER STRENGTH FASTENER HEAD LENGTH 1 zp THREAD SHANK (ROOT) a s YIELD' Tensile Shear` DESIGNATION MARKING (inches) (inches) DIAMETER DIAMETER (Fs'' Psi) (inch) (inch) (Ibf) (Ibf) TSLZ278 F2.8 27/R 11/4 0.228 0.202 218,400 1.833 1.235 TSLZ412 F4.5 41/2 TSLZ006 F6.0 6 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6.895 kPa. 1For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 'Length of thread includes tip. See detailed illustration. 'Bending yield strength determined per methods specified in ASTM F1575 and based on the minor thread diameter. °Fastener installation and design values require complete threaded portion to be embedded in the main member. sFastener bending yield strength is determined by the 5 percent diameter (0.05D) offset method of analyzing load -displacement curves developed from bending tests. 'Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. r a Iwuoa osou rtsu also RErEReLOWLF roaarrnowu+re NiAUMFLWh'G LR•IQIr I— F U20 AV?1U*GIN TABLE 1F—FASTENER SPECIFICATIONS: THRULOK FASTENERS' o.m2hahoa THRULOK® OVERALL LENGTHOF THREAD2A UNTHREADED MINORTHREAD BENDING ALLOWABLE FASTENER STRENGTH FASTENER HEAD MARKING LENGTH (inches) SHANK DIAMETER (ROOT) DIAMETER YIELDa's a s Shears DESIGNATION (inches) (inch) (inch) (F' Psi)T�If) b Ib) AB THR614 FT6.2 61/a s/e 1'/fo 0.228 0.201 218,400 1,970 1,235 THR007 FT7.0 7 THR008 FT8.0 8 For SI: 1 inch = 25.4 min, 1 Ibf = 4.4 N. 1 psi = 6.895 kPa. 1For purposes of measuring overall fastener length, fasteners must be measured from the underside of head to bottom of tip. 'Length of thread includes tip. See detailed illustration. 'Bending yield strength determined per methods specified in ASTM F1575 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 5 percent diameter (0.05D) offset method of analyzing load -displacement curves developed from bending tests. 6Allowable shear strength values apply only to shearing in the unthreaded shank portion of the fastener. 'The ThruLOK fastener must be used with the ThmLOK washer and nut (supplied with the fastener). 0560.OD 10 Rrrr�rnrrrnere rr rUHAlTlRA'NRIt a IaMMMRPI(i L!6•HIX aim also RARrllhml "10MMGR r aN)ImM I , r-,m mrWAelr14,ml IRflQ1p ILR THRULOK NUT (TOP) AND WASHER(BOTTOM) ESR-1078 1 Most Widely AcceptAWnd Trusted A Page 6 of 8 TALE 2—REFERENCE WITHDRAWAL DESIGN VALUUS (W "Z' [Reference withdrawal design values (M are in pounds per inch of thread penetration into side grain of main member] FASTENER THREAD LENGTH, L" (inches) W (IbElin.) FOR SPECIFIC GRAVITIES OF: 0.57 0.55 0.5 0,46 0.43 0.42 Olyl-og/ TimberLOK 1.25 or 2.0 270 260 220 200 180 170 HeadLOK 2.0 290 270 230 200 180 170 LedgerLOK/ LogHog 2.0 or 3.0 330 310 270 240 220 210 TrussLOK 1'/z — — 180 1 — — — TrussLOK-Z 1'/q 290 270 220 180 160 150 ThruLOK"' NA"' 1140'6' 106016' 90015' 780") 70016' 680"' For SI: 1 inch = 25.4 mm, 1 Ibffin = 175 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 4.1. '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 3. Threaded length includes the tapered tip. °See Tables 1A through 1 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'/2 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 3, as these values will govern designs in which the screw is subject to axial tension, where the ThruLOK is property installed with the Thrul-OK washer and nut (see footnote 5 above). TABLE 3—REFERENCE HEAD PULL -THROUGH DESIGN VALUES (P)"' FASTENER MINIMUM SIDE MEMBER THICKNESS (inches) P (Ibf) FOR SPECIFIC GRAVITIES OF: 0.57 0.55 0.5 0.46 0.43 0.42 OlyLog/ TimberLOK 1.5 220 200 160 130 110 110 HeadLOK 1.5 630 600 520 460 410 400 LedgerLOK/ LogHog 1 5 320 290 240 200 180 170 TrussLOK 1.5 — — 260 — — — TrussLOK-Z 1.6 370 330 250 200 170 160 ThruLOK"' 1.5 1140'3' 1060'3' 900"' 7803' 700131 6801" For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa. 'Reference head pull -through design values, P, must be multiplied by all applicable adjustment factors, in accordance with Section 4.1. 'Design values apply to connections with minimum side member thicknesses, t„ 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'/2 inch of the threaded portion of the shank (not including the tip) is within the nut. ESR-1078 ( Most Widely Accept Id Trusted Page 7 of 8 TABLE 4—REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO-W,cMPER) WOOD -TO -WOOD CONNECTIONS LOADED PARALLEL (Zp) OR PERPENDICULAR (ZJ TO THE GRAIN''' FASTENER MINIMUM SIDE MEMBER THICKNESS', t, (inches) MINIMUM MAIN MEMBER PENETRATION', P (inches) Z (Ibf) FOR MINIMUM SPECIFIC GRAVITIES OF: Designation Length (inches) 0.5 0.46 0.42 Zu Zi Zu Zy Zu Zi 21/2 11/2 1 240 220 220 200 200 180 Olyl-og/ 4 & longer 1'h 21/2 280 260 260 230 240 210 Timberl-OK 6 & longer 21/2 31/2 290 270 270 250 250 230 8 & longer 3 5 290 270 260 250 240 230 2'/e 11/2 13/5 240 210 220 180 210 150 4112 11/2 3 280 260 260 240 250 220 Headl-OK 6 & longer 11/2 41/2 290 270 270 250 250 230 6 & longer 21/2 3% 300 280 280 260 270 240 8 &longer 3 5 290 280 280 260 260 230 354 11h 11/2 — 260 — 220 — 220 Ledgerl-OK 3% 11/2 2% 310 310 290 280 270 250 5 11/2 3112 320 300 300 280 280 260 LogHog 9 &longer 6 3 310 300 290 280 270 260 3% 13/4 15/5 320 290 300 270 280 260 Trussl-OK 5 1'/4 31/4 330 300 310 270 290 250 63/4 1314 5 330 310 310 290 290 270 22/5 11/2 13/e 310 290 300 270 280 240 TrussLOK-Z 41/2 11/2 3 320 290 300 270 1 290 250 6 1% 41/2 330 300 310 280 1 290 250 FASTENER MINIMUM SIDE MEMBER THICKNESS', s (inches) MAIN MEMBER THICKNESS' (inches) Z (Ibf) FOR MINIMUM SPECIFIC GRAVITIES OF: Designation Length (inches) 0.5 0.46 0.42 Min Maz 741 Z3, 241 Zi 241 Zi 61/4 11/2 31/4 41/4 350 320 320 300 300 270 Thrul-OK") 7 1% 4 5 350 330 320 300 300 270 8 3 3% 1 411, 350 330 320 300 300 270 For SI: 1 inch = 25.4 mm, 1 pound = 4.448 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. 2Values must be multiplied by all applicable adjustment factors, in accordance with Section 4.1. '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 Thrul-OK 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'/2 inch, and no more than 1 % inches of the Thrul-OK screw engaged within the nut. ESR-1078 ( Most WidelyAccepi, end Trusted TABLE 5—CONNECTION GEOMETRY REQUIREMen iS' Page B of 8 CONDITION MINIMUM DISTANCE OR SPACING (inches) TimberLOK, OlyLog and HeK, Oly LedgerLOK, LogHog, TrussLOK and TrussLOK-Z ThruLOK End distance Loading toward end 3 33/a 33/a Loading away from end 2 23/a 23/e Loading perpendicular to grain 2 23/a 23/e Edge distance Any load direction 1 13/4 13/q 2 Spacing between fasteners in a row Loading parallel to grain 27/a 1 31/2 3% Loading perpendicular to grain 2 23 /a 3 2 /a Spacing between rows In -line rows 1 1'/a 1'/a Staggered rows ' /i e /e s /e For SI: 1 inch = 25.4 mm. '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. TABLE 6—RECOGNIZED EXPOSURE CONDITIONS FOR COATED FASTENMASTER LOK SERIES FASTENERS' EXPOSURE CONDITION TYPICAL APPLICATIONS RECOGNITION LIMITATIONS 1 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. 3 General construction Limited to freshwater and chemically treated wood exposure, e.g., no 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-1078 FBC Supplement Reissued January 1, 2014 This report is subject to renewal January 1, 2015. www.icc-es.orq i (800) 423-6587 1 (562) 699.0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic and Composite Fastenings REPORT HOLDER: OMG, INC. 153 BOWLES ROAD AGAWAM, MASSACHUSETTS.01001-5008 (800)633-3800 www.clyfast.com www.fastenmaster.com mouth rie(&olvfast.com EVALUATION SUBJECT: FASTENMASTER® LOK SERIES STRUCTURAL WOOD SCREWS 1.0 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-1078, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2010 Florida Building Code —Building ■ 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The FastenMaster LOK Series fasteners, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1078, comply with the 2010 Florida Building Code —Building and the 2010 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 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products- falling under Florida Rule 9N-3, 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 1, 2014. !CC -ES Evaluation Reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed, nor are they to be wtunued as an endorsement ofthe subject ofthe report or a recommendation far its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as CC!� to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2014 Page 1 of I