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Report / 3 f 7 // /4L,, 4 po2or C; /ylo ESR3078 !SR EPORTTM Issued January 1, 2005 This report is subject to re- examination in one year. IC Evaluation Service, Inc. BtsuessiRegional Office • 5360 Workman Mil Road, Whittier, California 90601 • (562) 699.0543 Regional Office • 900 Morddair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 www.icc-es.org Regional Office a 4051 West Flossmoor Road, Country Club Hills, Illinois 60478a(708)799 -2305 • DIVISION: 06 —WOOD AND PLASTICS These fasteners depart from ANSI B18.2.1 and B18.6.1 in Section: 06090 —Wood and Plastic Fastenings thread design, exceed the bending yield strengths documented in Table 6 of American Forest & Paper REPORT HOLDER: Association (AF &PA) Technical Report 12, and are not installed with lead holes in accordance with the National OMG, INC. • Design Specification for Construction (NDS). 153 BOWLES ROAD 3.2 Materials: AGAWAM, MASSACHUSETTS 01001 C (413) 789 -0252 APR 2 5 2006 The fasteners are made of carbon steel grade 1022 wire, www.olvfast.com i conforming to ASTM A 510, with a minimum ultimate tensile stanc(a�oIvfast.com � , ` � ( strength of 60 ksi (414 MPs), and have a proprietary finish. nimum bending yield strengths of the fasteners are listed in EVALUATION SUBJECT: �� J L � y � t ables IA and 1B of th q � ������ 1� s report. U 4.0 DESIGN AND INSTALLATION FASTENMASTER LEDGERLOK AND TIMBERLOK SERIES THREADED WOOD FASTENERS; OMG LOGHOG 4.1 Design: AND OLYLOG SERIES THREADED WOOD FASTENERS Design values •for dowel bearing strengths shall be as 1.0 EVALUATION SCOPE specified in Table 2 of this report. Design values for withdrawal connections shall be as specified in Table 3 of this Compliance with the following codes: report. Design values for pull- through shall be as specified in • 2003 International Building Code ® (IBCj Table 4 of this report. Design values for lateral resistance in wood -to -wood connections loaded parallel and perpendicular • 2003 International Residential Code (IRC) to the grain, shall be as noted in Tables 5A and 5B of this report, using the applicable fastener diameter (minor thread Properties evaluated: diameter). .Structural 4.2 Installation: 2.0 USES • The FastenMaster Series and OMG Series fasteners shall be The FastenMaster Series and OMG Series fasteners installed with a 1 / 2 -inch (12.7 mm), low RPM/high torque described in this report are alternate dowel -type threaded electric drill (450 rpm) using the special hex -head driver bit fasteners less than 1 /, inch (6.35 mm) in diameter used for included in each box. Lead holes are not required at the wood -to -wood connections. minimum end and edge distances listed in Table 6 of this 3.0 DESCRIPTION report. • 3.1 General: 5.0 CONDITIONS OF USE The FastenMaster Series and OMG Series fasteners The OMG fasteners described in this report comply with, or described in this report are manufactured using a standard are suitable alternatives to what is specified in, those codes cold- forming process and are heat - treated. The fasteners listed' in Section 1.0 of this report, subject to the following have a proprietary coating with a lubricious clear top coat. conditions: Each fastener series includes two different fastener diameters that are available in lengths ranging from 2112 to 16 inches 5.1 When the capacity of a connection is controlled by (63.5 to 406.4 mm), inclusive of thread. (See Tables 1A and fastener metal strength, rather than wood strength, • 1B of this report for fastener dimensions.) The fasteners have allowable strength of the connection shall not be a hex -head design with integral washer, rolled threads and a permitted to be multiplied by the adjustment factors gimlet point. The hex -head design of the FastenMaster specified in the NDS. Timberlok and the OMG OlyLog fasteners provides for 5.2 When designing a connection, the connection shall be countersinking during installation, while the FastenMaster checked against Appendix E in the NDS to ensure the • LedgerLok and the OMG LogHog fasteners provide a larger capacity of the connection and fastener group. washer area. The OlyLog/TimberLok fasteners have 7.5 threads per inch with a (4.37 mm) root diameter, 5.3 This evaluation report does not address fastener • while the LogHog /LedgerLok fasteners have 7.3 threads per corrosion when the fastener is installed in chemically inch and a 0.202 -inch (5.13 mm) root diameter. treated wood. E REPORTS' are nat to be construed as representing aesthetics or any other attributes not specificath• addressed nor are they to be construed as an endorsement ofthe subject of the report or a recommendationjar in use. There is no umrron v by ICC Evohtalion Service, lee.. erpmce ari» e1,ed, as la anvfinding N arbor mailer in this report ar as to' any pmduct covered by the report. Copyright © 2005 Page 1 of 6 Page 2 of 6S • ESA',- 1078' 6.0 EVIDENCE SUBMITTED 7.0 IDENTIFICATION . 6.1 Manufacturer's published literature. The fasteners are identified by the designation "Fasten Master TimberLok ® ," "FastenMaster LedgerLok ® ," 6.2 Data and test reports in accordance with the ICC -ES "OMG OlyLog ® ," or "OMG LogHog on the packaging. Acceptance Criteria for Alternate Dowel -type Threaded Head markings consist of "F" followed by the length of the Fasteners Less Than 1 /, Inch in Diameter (AC233), fastener. Each container of fasteners shall have a label noting dated June 2004. OMG's name and address, the evaluation report number 6.3 A quality control manual. (ICC -ES ESR -1078) and the fastener size. TABLE 1A —FASTENER SPECIFICATIONS: OLYLOG AND TIMBERLOK FASTENERS OLYLOG / HEAD OVERALL LENGTH OF UNTHREADED MINOR THREAD ALLOWABLE STEEL STRENGTH TIMBERLOK MARKING LENGTH THREAD SHANK (ROOT) FASTENER (inches) (inches) DIAMETER DIAMETER DESIGNATION (inch) (inch) Bending Tensile Single Yield (psi) Shear (Fyb, psi) (psi) TLOK212 or LOG212 F2.5 2 1 167,300 TLOK04 or L00004 F4.0 4 2 189,700 TLOKO6 or LOG006 F6.0 6 2 189,700 TLOKO8 or LOG008 F8.0 8 2 189,700 — LOG009 F9.0 9 2 0'189 0 189,700 45,600 29,900 [0.187 - 0.189) (design diameter) TLOK1O or LOG010 F10.0 10 2 189,700 • LOG012 F12.0 12 2 189,700 LOG014 F14.0 14 2 189,700 LOG016 F16.0 16 2 189,700 For SI: 1 inch = 25.4 mm. NOTES: 1. For purposes of measuring overall fastener length, countersinking type shall be measured from top of head to bottom of tip. Washer type shall be measured from underside of head to bottom of tip. 2. Length of thread includes tip. See detailed illustration. 3. Unthreaded shank diameters are shown in table with manufacturing tolerances in brackets [ ). • 4. Bending yield strength determined per methods specified in ASTM D1575. 5. Fastener installation and design values require complete threaded portion to be embedded in the main member. 6. Fastener bending yield strength is determined by the 5% diameter (0.05D) offset method of analyzing load - displacement curves developed from bending tests. 7. Analyze as a reduced body diameter fastener (thread root diameter< unthreaded shank diameter <thread major diameter). �— .225/235 .445/.465 MEAD LENCI4A1 /16 e.18771$9 ROOT OIA_ ■, .172 REF. 0 .540 MIN. 4 i REF. ��' j�jil l�iel�l� .300/.3201 7.5 TPI . 250/.250 .055/050 MAJOR DIA. LENGTH ±1/76 • • Page 3 cif ri ESR -107$ TABLE 1B— FASTENER SPECIFICATIONS: LOGHOG AND LEDGERLOK FASTENERS LOGHOG® / HEAD OVERALL LENGTH OF UNTHREADED MINOR THREAD ALLOWABLE STEEL STRENGTH LEDGERLOK MARKING LENGTH THREAD SHANK (ROOT) FASTENER (inches) (inches) DIAMETER DIAMETER DESIGNATION (inch) (inch) Bending Tensile Single Yield (psi) Shear • (FYI Psi) (Psi) LL358 F3.6 3% 2 185,900 LL005 F5.0 5 3 185,900 LH00009 F9.0 9 3 185,900 LHOG011 F11.0 11 3 0.228 0.202 185,900 LH00012 F12.0 12 3 10.227 - 0.2291 (design diameter) 185,900 36,900 25,100 LHOG013 F13.0 13 3 185,900 — LHOG014 F14.0 14 3 185,900 LHOG015 F15.0 15 3 185,900 For SI: 1 inch = 25.4 mm. NOTES: 1. For purposes of measuring overall fastener length, countersinking type shall be measured from top of head to bottom of tip. Washer type shall be measured from underside of head to bottom of tip. 2. Length of thread includes tip. See detailed illustration. 3. Unthreaded shank diameters are shown in table with manufacturing tolerances in brackets [ ). 4. Bending yield strength determined per methods specified in ASTM D1575. 5. Fastener installation and design values require complete threaded portion'to be embedded in the main member. 6. Fastener bending yield strength is determined by the 5% diameter (0.050) offset method of analyzing load - displacement curves developed from bending tests. 7. Analyze as a reduced body diameter fastener (thread root diameter< unthreaded shank diameter< thread major diameter). • .125/.160 0 295/.315 MAJOR 068/.073 0 (02021 MINOR .300/.325 8.5101 010 7.30 y TP1 .340 MIN 140') -f=' X111\ IgtB{ 1\ l\' 1�11i�� \j\t111�11\\1�1:�1\IeVC. THREAD LENGTHII/I6 • .2091.002 LENET1 /16 170/.180 • • • • • • - Page 4 of 6 ESR -1071 TABLE 2 -DOWEL BEARING STRENGTH (psi) (Test results are the 5% offset value) FASTENER DESIGNATION DIRECTION OF LOADING CALCULATED DOWEL BEARING STRENGTH PER REGRESSION EQUATIONS 0.67 ' 0.55 r 0.5 0.46 . 0.43 ' 0.36 0.31 OlyLog / TimberLok Parallel to grain 7945 6160 5600 5152 4816 4032 3472 fasteners Perpendicular to grain 7945 5897 5136 4551 4127 3190 2568 LogHog / LedgerLok Parallel to grain 7945 6160 5600 5152 4816 4032 3472 fasteners Perpendicular to grain 7945 5369 4676 4143 3757 2904 2338 Wet Service Factor, Cm, for Parallel to grain 0.7 0.7 0.7 0.6 0.6 0.6 0.6 lateral loads Perpendicular to grain j 0.7 t 0.7 t 0.7 t 0.7 _ 0.7 0.7 , 0.8 ' TABLE 3- DIRECT WITHDRAWAL DESIGN VALUES (W) [Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member) I FASTENER DESIGNATION THREAD W (IbsJin.) FOR SPECIFIC GRAVITIES OF: LENGTH, L (inches) 0.67 0.55 0.5 0.46 0.43 0.36 0.31 OlyLog / TimberLok TLOK212 1.25 fasteners All other lengths 2 264 196 170 150 136 104 83 Wet Service Factor, Cm, for withdrawal loads 0.7 0.7 0.6 0.6 0.6 0.6 0.7 LogHog® / LedgerLok LL358 2 fasteners All other lengths 3 297 221 192 169 153 117 94 Wet Service Factor, Cm, for withdrawal loads 0.6 0.6 0.6 0.6 0.6 0.7 0.7 NDS equation used to calculate design values 11.2 -1 11.2 -1 _ 11.2 -1 _ 11.2 -1 .11.2-1 112-1 _ 11.2 -1 For SI: 1 inch = 25.4 mm. NOTES: 1. Values shall be multiplied by all applicable adjustment factors (see NDS). 2. Embedded thread length is that portion held by the main member (including tip). TABLE 4 -PULL- THROUGH DESIGN VALUES (P) FASTENER DESIGNATION THREAD . P (IbsJin.) FOR SPECIFIC GRAVITIES OF: LENGTH, L - - (inches) 0.67 •0.55 0.5 0.46 0.43 0.36 0.31 OlyLog' TimberLok' / mberLok' fasteners TLOK212 1.25 334 200 158 130 112 79 62 All other lengths 2 LogHog I LedgerLok fasteners LL358 2 471 299 243 206 181 133 108 All other lengths 3 For SI: 1 inch = 25.4 mm. • (NOTES: 1. Values shall be multiplied by all applicable adjustment factors (see NDS). 2. Embedded thread length is that portion held by the main member (including tip). 3. Tabulated pull - through design values (P) are in pounds per inch through side member. • • • Page 5 of 6 ESR -107$ TABLE 5A —LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO - MEMBER) CONNECTIONS WITH LOADING PARALLEL TO GRAIN [Tabulated lateral design values (Z) are in pounds per fastener into sawn lumber or SCL with both members of identical specific gravity) • • FASTENER DESIGNATION SIDE MEMBER' FASTENER Z (lbs.) FOR SINGLE SHEAR (TWO- MEMBER) THICKNESS, i PENETRATION, p CONNECTIONS LOADED PARALLEL TO THE GRAIN FOR (inches) (inches) SPECIFIC GRAVITIES OF: 0.67 0.55 0.5 0.46 0.43 0.36 0.31 TLOK212 or LOG212 1'1 1 281 247 225 207 193 162 139 TLOK04 or LOG004 2 2 299 263 251 241 233 213 197 TLOK06 or LOG006 4 2 299 263 251 241 233 213 197 OlyLogg" / TLOK08 or LOG008 6 2 299 263 251 241 233 213 197 TimberLok' LOG009 7 2 299 263 251 241 233 213 197 fasteners TLOK10 or LOG010 8 2 299 263 251 241 233 213 197 LOG012 10 2 299 263 251 241 233 213 197 LOG014 12 2 299 263 251 241 233 213 197 LOG016 14 2 299 263 251 241 233 213 197 LL358 1' / , 2 359 316 302 282 267 233 208 LL005 2 3 359 316 302 289 280 256 233 LHOG009 6 3 359 316 302 289 280 256 238 LogHog' / LHOG011 8 3 359 316 302 289 280 256 238 L f ok fasten ers LH00012 9 3 359 316 302 289 280 256 238 fasten LHOG013 10 3 359 316 302 289 280 256 238 LHOG014 11 3 359 316 302 289 280 256 238 LHOG015 12 3 359 316 302 289 280 256 238 For SI: 1 inch = 25.4 mm. • NOTES: 1. Values shall be multiplied by all applicable adjustment factors (see NDS). 2. Embedded thread length is that portion held by the main member (including tip). 3. For sawn lumber or SCL with both members of identical specific gravity. SCL is structural composite lumber (laminated veneer lumber is LVL, and parallel strand lumber is PSL). This group also includes all OSB, structural I plywood, and marine -grade plywood panels. 4. p = depth of fastener penetration into wood member, in inches. • • Page 6 of 6 ES R-1078 • TABLE 5B— LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO - MEMBER) CONNECTIONS WITH LOADING PERPENDICULAR TO GRAIN [Tabulated lateral design values (Z) are in pounds per fastener into sawn lumber or SCL with both members of identical specific gravity) FASTENER DESIGNATION 'SIDE MEMBER FASTENER Z (lbs.) FOR SINGLE SHEAR (TWO- MEMBER) THICKNESS, i PENETRATION, p CONNECTIONS LOADED PERPENDICULAR TO THE GRAIN (inches) (inches) FOR SPECIFIC GRAVITIES OF: 0.67 0.55 0.5 0.46 0.43 0.36 0.31 TLOK212 or LOG212 1' /, 1' 4 281 237 206 183 166 128 103 TLOK04 or LOG004 • 2 2 299 257 240 226 215 189 165 TLOK06 or L00006 4 2 299 257 240 226 215 189 167 ,, OlyLog / TLOK08 or LOG008 6 2 299 257 240 226 215 189 167 TimberLok LOG009 7 2 299 257 240 226 215 189 167 fasteners TLOK10 or LOG010 8 2 299 257 240 226 215 189 167 LOG012 10 2 299 257 240 226 215 189 167 LOG014 12 2 299 257 240 226 215 189 167 LOG016 14 2 299 257 240 226 215 189 167 LL358 1 2 359 292 261 238 220 176 142 LL005 2 3 359 295 276 259 247 202 171 LHOG009 6 3 359 295 276 259 247 217 195 LogHog" / • LHOG011 8 3 359 295 276 259 247 217 195 LedgerLoV LH00012 9 3 359 295 276 259 247 217 195 fasteners LHOG013 10 3 359 295 276 259 247 217 195 LHOG014 11 3 359 295 276 259 247 217 195 LHOG015 12 3 359 295 276 259 247 217 195 For SI: 1 inch = 25.4 mm. • NOTES: 1. Values shall be multiplied by all applicable adjustment factors (see NDS). • 2. Embedded thread length is that portion held by the main member (including tip). 3. For sawn lumber or SCL with both members of identical specific gravity. SCL is structural composite lumber (laminated veneer lumber is LVL, • and parallel strand lumber is PSL). This group also includes all OSB, structural I plywood, and marine-grade plywood panels. 4. p = depth of fastener penetration into wood member, in inches. TABLE 6— CONNECTION GEOMETRY CONNECTION GEOMETRY 1 CRITERIA DIAMETERS OLYLOG ® / LOGHOG TIMBERLOK LEDGERLOK FASTENERS FASTENERS (inches) (inches) Minimum edge distance (2.5 diameters per NDS Commentary Table C11.4 -1): 8 1 1' / From edge (4 diameters per NOS Table 11.5.1A), loaded edge: 8 194 1 Minimum end distance, tension load parallel to grain (per NDS Commentary Table 15 2,/6 37/,6 C11.4 -1): , Compression load parallel to grain (NDS Commentary Table C11.4 -1): 10 1 2 Spacing (pitch) between fasteners in a row, parallel to grain: • 15 2 3' / Perpendicular to grain: 10 1 25 /,6 Spacing (gage) between rows of fasteners, in -line: 5 1" 1 Staggered: 2.5 1/2 5/6 Minimum penetration into the main member for single shear connections 6 131 16 13 /6 • •