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Clarification on Fasteners Received a request for clarification. Attached is the specifications that the fasteners must meet for this requirement.

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ICC Evaluation Service, Inc.

www.icc-es.org

Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 35213 # (205) 599-9800 Regional Office # 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 # (708) 799-2305

ESR-1078

Reissued February 1, 2007

This report is subject to re-examination in two years.

Copyright © 2007 Page 1 of 8 are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

DIVISION: 06—WOOD AND PLASTICS

Section: 06090—Wood and Plastic Fastenings

REPORT HOLDER:

OMG, INC.

153 BOWLES ROAD

AGAWAM, MASSACHUSETTS 01001

(413) 789-0252 www.fastenmaster.com mguthrie@olyfast.com

EVALUATION SUBJECT:

FASTENMASTER® THREADED WOOD FASTENERS

1.0 EVALUATION SCOPE

Compliance with the following codes:

# 2006 International Building Code® (IBC)

# 2006 International Residential Code® (IRC)

Properties evaluated:

Structural

2.0 USES

The FastenMaster Series fasteners described in this report are alternate dowel-type threaded fasteners used for wood-to-wood connections.

3.0 DESCRIPTION

3.1 General:

The FastenMaster Series fasteners described in this report are manufactured using a standard cold-forming process and are heat-treated. The fasteners have a proprietary coating with a lubricious clear top coat. The FastenMaster series includes three different fastener diameters that are available in lengths ranging from 21/2 to 16 inches (63.5 to 406.4 mm), inclusive of thread. (See Tables 1A through 1D of this report for fastener dimensions.) The fasteners have a hex-head design with integral washer, rolled threads and a gimlet point.

These fasteners depart from ANSI B18.2.1 and B18.6.1 in thread design, exceed the bending yield strengths documented in Table 6 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 Construction (NDS).

3.2 Materials:

The fasteners are made of carbon steel grade 1022 wire, conforming to ASTM A 510, with a minimum ultimate tensile strength of 60 ksi (414 MPa), and have a proprietary finish.

Minimum bending yield strengths of the fasteners are listed in Tables 1A, 1B, 1C and 1D of this report.

4.0 DESIGN AND INSTALLATION

4.1 Design:

Design values for dowel bearing strengths are specified in Table 2 of this report. Design values for withdrawal connections are specified in Table 3 of this report. Design values for pull-through shall be as specified in Table 4 of this report. Design values for lateral resistance in wood-to-wood connections loaded parallel and perpendicular to the grain, are noted in Tables 5A and 5B of this report, using the applicable fastener diameter (minor thread diameter).

4.2 Installation:

The fasteners must be installed with a 1/2-inch (12.7 mm), low RPM/high torque electric drill (450 rpm) using the special hex-head driver bit included in each box. Lead holes are not required at the minimum end and edge distances listed in Table 6 of this report.

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 When the capacity of a connection is controlled by

fastener metal strength, rather than wood strength, allowable strength of the connection are not permitted to be multiplied by the adjustment factors specified in the NDS.

5.2 When designing a connection, the connection shall be

checked against Appendix E in the NDS to ensure the capacity of the connection and fastener group.

5.3 This evaluation report does not address fastener

corrosion when the fastener is installed in chemically treated wood.

5.4 The fasteners are produced by OMG, Inc. at their facility located in Agawam, Massachusetts; under a quality control program with inspections by FM Approvals (AA- 653).

6.0 EVIDENCE SUBMITTED

Data and test reports in accordance with the ICC-ES Acceptance Criteria for Alternate Dowel-type Threaded Fasteners Part A: Fasteners Less Than 1/4 Inch in Diameter (AC233), dated October 2006.

7.0 IDENTIFICATION

The fasteners are identified by the designation “TrussLok®,” “TrussLok-Z®,” “TimberLok®,” “LedgerLok®,” “OlyLog®,” or “LogHog®” on the packaging. Head markings consist of “F” followed by the length of the fastener. Each container of fasteners must have a label noting OMG’s name and address, fastener size, inspection agency name (FM Approvals) and the evaluation report number (ICC-ES ESR-1078).

Page 2 of 8 ESR-1078

TABLE 1A—FASTENER SPECIFICATIONS: OLYLOG AND TIMBERLOK FASTENERS

OLYLOG® /

TIMBERLOK®

FASTENER

DESIGNATION

HEAD

MARKING

OVERALL

LENGTH1

(inches)

LENGTH OF

THREAD

(inches)2,5

UNTHREADED

SHANK

DIAMETER3

(inch)

MINOR THREAD

(ROOT)

DIAMETER

(inch)

ALLOWABLE STEEL STRENGTH

Bending Yield

(Fyb, psi)4,6

Tensile (psi)

Single Shear (psi)

TLOK212 or LOG212 F2.5 21/2 11/4

0.189 [0.187 - 0.189]

0.172 (design diameter)

189,700 45,600 29,900

TLOK04 or LOG004 F4.0 4 2

TLOK06 or LOG006 F6.0 6 2

TLOK08 or LOG008 F8.0 8 2

LOG009 F9.0 9 2

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 psi = 6.895 kPa.

NOTES:

1. For purposes of measuring overall fastener length, fasteners must be measured from the 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 D 1575 and based on the minor thread diameter.

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.

Page 3 of 8 ESR-1078

TABLE 1B—FASTENER SPECIFICATIONS: LOGHOG AND LEDGERLOK FASTENERS

LEDGERLOK® /

LOGHOG®

FASTENER

DESIGNATION

HEAD

MARKING

OVERALL

LENGTH1

(inches)

LENGTH OF

THREAD

(inches)2,5

UNTHREADED

SHANK

DIAMETER3

(inch)

MINOR THREAD

(ROOT)

DIAMETER

(inch)

ALLOWABLE STEEL STRENGTH

Bending Yield

(Fyb, psi)4,6

Tensile (psi)

Single Shear (psi)

LL358 F3.6 35/8 2

0.228 [.227 - 0.229)

0.202 (design diameter

200,700 49,800 32,800

LL005 F5.0 5 3

LHOG009 F9.0 9 3

183,200 32,700 21,800

LHOG011 F11.0 11 3

LHOG012 F12.0 12 3

LHOG013 F13.0 13 3

LHOG014 F14.0 14 3

LHOG015 F15.0 15 3

For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa.

NOTES:

1. For purposes of measuring overall fastener length, fasteners must be measured from the 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 D 1575 and based on the minor thread diameter.

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

Page 4 of 8 ESR-1078

TABLE 1C—FASTENER SPECIFICATIONS: TRUSSLOK FASTENERS

TRUSSLOK®

FASTENER

DESIGNATION

HEAD

MARKING

OVERALL

LENGTH1

(inches)

LENGTH OF

THREAD

(inches)2,5

UNTHREADED

SHANK

DIAMETER3

(inch)

MINOR THREAD

(ROOT)

DIAMETER

(inch)

ALLOWABLE STEEL STRENGTH

Bending Yield

(Fyb, psi)4,6

Tensile (psi)

Single Shear (psi)

EWS338 F3.3 33/8

11/2 0.228

[0.227 - 0.229] 0.215

(design diameter)

202,200 49,800 32,800EWS005 F5.0 5

EWS670 F6.7 6.7

For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa.

NOTES:

1. For purposes of measuring overall fastener length, fasteners must be measured from the 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 D 1575 and based on the minor thread diameter.

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.

TABLE 1D—FASTENER SPECIFICATIONS: TRUSSLOK-Z FASTENERS

TRUSSLOK-Z®

FASTENER

DESIGNATION

HEAD

MARKING

OVERALL

LENGTH1

(inches)

LENGTH OF

THREAD

(inches)2,5

UNTHREADED

SHANK

DIAMETER3

(inch)

MINOR THREAD

(ROOT)

DIAMETER

(inch)

ALLOWABLE STEEL STRENGTH

Bending Yield

(Fyb, psi)4,6

Tensile (psi)

Single Shear (psi)

TSLZ278 F2.8 27/8

11/4 0.228

[0.227 - 0.229] 0.202

(design diameter)

236,300 49,800 32,800TSLZ412 F4.5 41/2

TSLZ006 F6.0 6

For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa.

NOTES:

1. For purposes of measuring overall fastener length, fasteners must be measured from the 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 D 1575 and based on the minor thread diameter.

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

Page 5 of 8 ESR-1078

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 0.57 0.55 0.5 0.46 0.43 0.42 0.36 0.31

OlyLog® / TimberLok® fasteners Parallel to grain 7,950 6,400 6,150 5,600 5,150 4,800 4,700 4,050 3,450

Perpendicular to grain 7,950 6,200 5,900 5,150 4,550 4,150 4,000 3,200 2,550

LogHog® / LedgerLok®

/ TrussLok® / TrussLok-Z® fasteners

Parallel to grain 7,950 6,400 6,150 5,600 5,150 4,800 4,700 4,050 3,450

Perpendicular to grain 7,950 5,900 5,550 4,700 4,150 3,750 3,650 2,900 2,350

Wet Service Factor, Cm, for lateral loads

Parallel to grain 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6

Perpendicular to grain 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.5

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]

FASTENER

DESIGNATION

THREAD

LENGTH, L

(inches)

W (lbs./in.) FOR SPECIFIC GRAVITIES OF:

0.67 0.57 0.55 0.5 0.46 0.43 0.42 0.36 0.31

OlyLog® / TimberLok® fasteners

TLOK212 or

LOG212 1.25

264 207 196 170 150 136 131 104 83 All other lengths 2

Wet Service Factor, Cm, for withdrawal loads 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7

LogHog® / LedgerLok® fasteners

LL358 2

297 233 221 192 169 153 148 117 94All other lengths

TrussLok® All lengths 11/2 — — — 153 — — — — —

TrussLok-Z® All lengths 11/4 — 233 221 192 169 153 148 117 —

Wet Service Factor, Cm, for withdrawal loads 0.6 0.6 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 11.2-1 11.2-1 11.2-1 11.2-1 For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa.

NOTES:

1. Values must be multiplied by all applicable adjust 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

LENGTH, L

(inches)

P (lbs./in.) FOR SPECIFIC GRAVITIES OF:

0.67 0.57 0.55 0.5 0.46 0.43 0.42 0.36 0.31

OlyLog® / TimberLok® fasteners

TLOK212 or

LOG212

1.25 334 218 200 158 130 112 107 79 62

All other lengths

LogHog® / LedgerLok® fasteners

LL358 2

471 323 299 243 206 181 173 133 108All other lengths 3

TrussLok® All lengths 11/2 — — — 264 — — — — —

TrussLok-Z® All lengths 11/4 — 366 327 248 199 168 159 114 — For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa.

NOTES:

1. Values must 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 6 of 8 ESR-1078

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 SCL3 with both members of identical specific gravity]

FASTENER

DESIGNATION

SIDE

MEMBER

THICKNESS,

ts

(inches)

FASTENER

PENETRATION,

p (inches)

Z (lbs.) FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS

LOADED PARALLEL TO THE GRAIN FOR SPECIFIC GRAVITIES OF:

0.67 0.57 0.55 0.5 0.46 0.43 0.42 0.36 0.31

OlyLog® / TimberLok® fasteners

TLOK212 or

LOG212 11/2 1 265 224 217 203 191 181 179 161 143

TLOK04 or

LOG006 11/2 21/2

299 268 263 251 240

231 228 228 1788

TLOK06 or

LOG006 4 2

232 230 213 197

TLOK08 or

LOG008 6 2

LOG009 7 2

TLOK10 or

LOG010 8 2

LOG012 10 2

LOG014 12 2

LOG016 14 2

LedgerLok® fasteners

LL358 11/2 21/8 373 325 315 292

274 259

229 204

LL005 11/2 31/2 274 259 229 204

LogHog® fasteners

LHOG009 6 3

357 320 314 299 287 277 274 255 235

LHOG011 8 3

LHOG012 9 3

LHOG013 10 3

LHOG014 11 3

LHOG015 12 3

TrussLok®

EWS338 13/4 15/8

— — — — —EWS005 13/4 31/4 333

EWS670 13/4 5 333

TrussLok-Z®

TSLZ278 11/2 13/8

306 294 268 246 229 225 194

—TSLZ412 11/2 3 336 326 303 285 270 266 239

TSL006 11/2 41/2 336 326 303 285 270 266 239

For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa.

NOTES:

1. Values must be multiplied by all applicable adjustment factors (see NDS).

2. Embedded thread length is that portion held by the main member (including tip).

3. 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.

5. Tabulated values are results of calculations per NDS Section 11.3, where D = minor thread diameter.

Page 7 of 8 ESR-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 SCL3 with both members of identical specific gravity]

FASTENER

DESIGNATION

SIDE

MEMBER

THICKNESS,

ts

(inches)

FASTENER

PENETRATION,

p (inches)

Z (lbs.) FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS

LOADED PARALLEL TO THE GRAIN FOR SPECIFIC GRAVITIES OF:

0.67 0.57 0.55 0.5 0.46 0.43 0.42 0.36 0.31

OlyLog® / TimberLok® fasteners

TLOK212 or

LOG212 11/2 1 265 219 211 191 175 164 160 133 106

TLOK04 or

LOG006 11/2 21/2

299 264 257 240

222 206 200 168 142

TLOK06 or

LOG006 4 2

226 216 212 190 166

TLOK08 or

LOG008 6 2

LOG009 7 2

TLOK10 or

LOG010 8 2

LOG012 10 2

LOG014 12 2

LOG016 14 2

LedgerLok® fasteners

LL358 11/2 21/8 373 305

290 255 233 216

179 145

LL005 11/2 31/2 290 255 233 216 180 157

LogHog® fasteners

LHOG009 6 3

357 307 298 274 258 245 242 215 194

LHOG011 8 3

LHOG012 9 3

LHOG013 10 3

LHOG014 11 3

LHOG015 12 3

TrussLok®

EWS338 13/4 15/8

— — — — —EWS005 13/4 31/4 290

EWS670 13/4 5 290

TrussLok-Z®

TSLZ278 11/2 13/8

282 265 225 198 179 174 139

—TSLZ412 11/2 3 316 301 266 243 227 222 190

TSL006 11/2 41/2 316 301 266 243 227 222 190

For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa.

NOTES:

1. Values must be multiplied by all applicable adjustment factors (see NDS).

2. Embedded thread length is that portion held by the main member (including tip).

3. 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.

5. Tabulated values are results of calculations per NDS Section 11.3, where D = minor thread diameter.

Page 8 of 8 ESR-1078

TABLE 6—CONNECTION GEOMETRY

CONNECTION GEOMETRY/CRITERIA DIAMETERS OLYLOG® /

TIMBERLOK®

FASTENERS

(inches)

LOGHOG® /

LEDGERLOK® /

TRUSSLOK® /

TRUSSLOK-Z®

FASTENERS

(inches)

Minimum edge distance (2.5 diameters per NDS Commentary Table C11.4-1):

8 11/2 13/4

From edge (4 diameters per NDS Table 11.5.1A), loaded edge: 8 11/2 13/4

Minimum end distance, tension load parallel to grain (per NDS Commentary Table C11.4-1):

16 3 33/4

Compression load parallel to grain (NDS Commentary Table C11.4-1):

10 2 23/8

Spacing (pitch) between fasteners in a row, parallel to grain: 15 23/4 31/2

Perpendicular to grain: 10 2 23/8

Spacing (gage) between rows of fasteners, in-line: 5 1 11/4

Spacing (gage) between rows of fasteners, staggered: 2.5 1/2 5/8

Minimum penetration into the main member for single shear connections 6 11/4 13/8

For SI: 1 inch = 25.4 mm.

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De gemaakte PDF-documenten kunnen worden geopend met Acrobat en Adobe Reader 5.0 en hoger.)

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