DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:

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1 0 ICC ES Report ICC ES (800) (56) es.org 000 Most Widely Accepted and Trusted ESR 0 Reissued 07/06 This report is subject to renewal 07/07. DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: GRK S, A DIVISION OF ILLINOIS TOOL WORKS, INC. 45 BREWSTER CREEK BOULEVARD BARTLETT, ILLINOIS 600 EVALUATION SUBJECT: MULTI PURPOSE SCREW, FIN/ SCREW, KAMELEON SCREW, RT COMPOSITE SCREW AND CLIMATEK COATING Look for the trusted marks of Conformity! 04 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 06 ICC Evaluation Service, LLC. All rights reserved.

2 ICC-ES Evaluation Report (800) (56) ESR-0 Reissued July 06 This report is subject to renewal July 07. A Subsidiary of the International Code Council DIVISION: WOOD, PLASTICS AND COMPOSITES Section: Wood, Plastic and Composite Fastenings REPORT HOLDER: GRK S, A DIVISION OF ILLINOIS TOOL WORKS, INC. 45 BREWSTER CREEK BOULEVARD BARTLETT, ILLINOIS 600 (877) EVALUATION SUBJECT: MULTI PURPOSE SCREW, FIN/ SCREW, KAMELEON SCREW, RT COMPOSITE SCREW AND CLIMATEK COATING.0 EVALUATION SCOPE Compliance with the following codes: 05, 0, 009 and 006 International Building Code (IBC) 05, 0, 009 and 006 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 Multi Purpose Screw, Fin/Trim Screw, Kameleon Screw and RT Composite Screw fasteners are alternate dowel-type, multipurpose screws, less than / 4 inch (6.4 mm) in shank diameter, used in wood-to-wood connection applications. Climatek coated screws are used where carbon steel screws must exhibit corrosion resistance when exposed to adverse environmental conditions and/or preservative-treated wood, and are alternates to stainless steel or hot-dip-zinc galvanized fasteners with a coating weight in compliance with ASTM A5, Class D. The Climatek coated screws have been evaluated for use with wood chemically treated with waterborne alkaline copper quaternary (ACQ-D) preservative and copper azole (CA-B) preservative..0 DESCRIPTION. General: Carbon steel fasteners are made from steel wire, hardened after forming and then coated with Climatek. The proprietary Climatek coating consists of multiple layers of various materials, including layers of zinc and polymer. PHEinox fasteners are formed from Grade 05 stainless steel wire. The fasteners are self-tapping screws which have star shaped driving recesses in the heads. See Tables A and B for all fastener dimensions and Figure for details.. Multi Purpose Screw: The Multi Purpose Screw fasteners have a countersunk head with cutting pockets and teeth, CEE-Thread rolled threads, rolled W-Cut threads and a Type 7 point (Zip-Tip ). Carbon steel and PHEinox versions of the screws have been evaluated.. Trim Screw:.. Fin/Trim Screw: The Fin/Trim Screw fasteners have a finish head, rolled threads, rolled W-Cut threads and a Type 7 point (Zip-Tip ). Carbon steel and PHEinox versions of the Fin/Trim screws have been evaluated... RT Composite Screw: The RT Composite screws are the same as the Fin/Trim screws described in Section.., except they have a reversed thread beneath the head. Only the PHEinox version of the RT Composite screw has been evaluated..4 Kameleon Screw: The Kameleon fasteners have a pan framer head with saw-blade-like cutting teeth, rolled rings with three indented fiber traps on each ring, CEE-Thread rolled threads, rolled W-Cut threads and a Type 7 point (Zip-Tip ). Only the carbon steel version of the Kameleon screw has been evaluated. 4.0 DESIGN AND INSTALLATION 4. Design: Allowable fastener tension and shear strengths are given in Table. Wood main and side members must be solid- 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 06 ICC Evaluation Service, LLC. All rights reserved. Page of 8 000

3 ESR-0 Most Widely Accepted and Trusted Page of 8 sawn lumber having an assigned specific gravity of 0.67 or greater, as specified in Table..A of the 05 ANSI/AWC National Design Specification (NDS) for Wood Construction (Table..A of NDS- for the 0 IBC; Table..A of NDS-05 for the 009 and 006 IBC). Reference withdrawal design values are given in Tables A and B. Reference pull-through design values are given in Tables A and B. Reference lateral design values for wood-to-wood connections loaded parallel to the grain are given in Tables 4A and 4B. For the carbon steel fasteners, the allowable load for a single-screw connection in which the screw is subject to tension is the least of: (a) the reference withdrawal design value given in Table A, adjusted by all applicable adjustment factors; (b) the reference head pull-through design value given in Table A, adjusted by all applicable adjustment factors; and (c) the allowable screw tension strength given in Table. For the stainless steel fasteners (PHEinox ), the allowable load for a single-screw connection in which the screw is subject to tension is the least of: (a) the reference withdrawal design value given in Table B; (b) the reference head pull-through design value given in Table B, adjusted by all applicable adjustment factors; and (c) the allowable screw tension strength given in Table. The allowable lateral load for a single-screw connection is the lesser of: (a) the reference lateral design value given in Tables 4A and 4B, adjusted by all applicable adjustment factors; and (b) the allowable screw shear strength given in Table. Connections containing multiple screws must be designed in accordance with Sections.. and.6 of the NDS-5 (Sections 0.. and.6 of the NDS- and NDS-05 for the 0, 009 and 006 IBC). Due to differing pilot hole requirements, fasteners are recognized for use in resisting tension loads only or shear loads only. When designing a connection, the structural members must be checked for load-carrying capacity in accordance with Section.. of NDS-5 (Section 0.. of the NDS- for the 0 IBC and NDS-05 for the 009 and 006 IBC), and local stresses within the connection must be checked against Appendix E of the NDS to ensure the capacity of the connection and fastener group. Use of the Climatek coated screws must be limited to typical applications and limitations defined in Table 6. The Climatek coated screws are recognized for use in wood treated with waterborne alkaline copper quaternary (ACQ-D) preservatives with a maximum retention of 0.40 pcf (6.4kg/m³) or in wood treated with copper azole (CA-B) preservatives with a maximum retention of 0.40 pcf (6.4kg/m³). The PHEinox stainless steel screws may be used in the applications described in 05 IBC Section ; 0, 009 and 006 IBC Section and IRC Section R7. (006 IRC Section R9.) where stainless steel fasteners are prescribed. 4. Installation: Screws must be installed in accordance with GRK Canada s published installation instructions and this report. Screws must be installed with the minimum spacing, end distances, and edge distances needed to prevent splitting of the wood or as noted in Table 5, whichever is more restrictive. The screws must be installed with pilot holes that meet the requirements shown in the applicable load tables. The screws must be installed by turning with Star drive bits, not by driving with a hammer. 5.0 CONDITIONS OF USE The Multi Purpose Screw, Fin/Trim Screw, Kameleon Screw and RT Composite Screw 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: 5. Installation must comply with this report, the report holder s published instructions and the applicable code. A copy of the report holder s published installation instructions must be available at the jobsite at all times during installation. In the event of a conflict between the published installation instructions and this report, this report governs. 5. When the capacity of the connection is controlled by the fastener metal strength, rather than wood strength, the metal strength must not be multiplied by the adjustment factors specified in the NDS. 5. Installation must be limited to connections between wood members used in dry service conditions where the wood moisture content does not exceed 9 percent. 6.0 EVIDENCE SUBMITTED 6. Data in accordance with the ICC-ES Acceptance Criteria for Alternate Dowel-type Threaded Fasteners (AC), dated April 05 (editorially revised August 05). 6. Data in accordance with the ICC-ES Acceptance Criteria for Corrosion-resistant Fasteners and Evaluation of Corrosion Effects of Wood Treatment Chemicals (AC57), dated October 009 (editorially revised May 05). 7.0 IDENTIFICATION Individual fasteners are identified with a mark indicating the manufacturer. Package labels for these screws include the report holder name (GRK) and address, evaluation report number (ESR-0), fastener designation ( Multi Purpose Screw, Fin/Trim Screw, Kameleon Screw or RT Composite Screw), fastener size and length, material/coating designation (PHEinox or Climatek ), production date and lot number and the compatible treated wood types (0.40 pcf ACQ-D and 0.40 pcf CA-B), where applicable.

4 ESR-0 Most Widely Accepted and Trusted Page of 8 TABLE A CARBON STEEL SPECIFICATIONS OVERALL LENGTH LENGTH HEAD HEAD RECESS ROOT SHANK OUTSIDE SPECIFIED BENDING YIELD STRENGTH F yb (psi) ALLOWABLE STEEL STRENGTH Tensile Shear 9x" / 4 9x / " 5 9x / 4 " / T x " 0x / " 5 0x / 4 " / 4 7 0x " 0x / " / 0.68 T x4" 7 5 0x4 / 4 " 4 5 x / " 5 x / 4 " / 4 7 x " x / " / x4" 7 5 x4 / 4 " 4 5 x5 5 " 5 / 0.49 T x6 " 6 / 4 x7 / 4 " 7 x8" 7 7 x0" 9 / 4 x" / 4 8x / " 5 8x / 4 " / T x " 9x / " 5 9x / 4 " / T x " KAMEL EON 9x / " 5 9x / 4 " / 4 / 4 9x" / T

5 ESR-0 Most Widely Accepted and Trusted Page 4 of 8 TABLE B PHEINOX SPECIFICATIONS OVERALL LENGTH LENGTH HEAD 9x" / DRIVER SIZE T-5 ROOT SHANK OUTSIDE SPECIFIED BENDING YIELD STRENGTH F yb (psi) ALLOWABLE STEEL STRENGTH Tensile Shear x / " / 5 0x / 4 " / 4 7 0x " 0x4" T x / " / 5 x " x4" 7 5 x4 / 4 " T x / " / 5 8x / 4 " / 4 7 8x " 9x / " / 5 9x / 4 " / 4 7 9x " For SI: inch = 5.4 mm; psi = 6.9 kpa T-0 T-5 Overall length of fastener is measured from the top of the head to bottom of the tip. See Figure Length of thread includes tip. See detailed illustrations in Figure. Bending yield strength determined in accordance with ASTM F575 using the root diameter.

6 ESR-0 Most Widely Accepted and Trusted Page 5 of 8 TABLE A CLIMATEK COATED REFERENCE WITHDRAWAL DESIGN VALUES (W), [Tabulated Withdrawal Design Values (W) Are in Pounds per Inch of Thread Penetration into Side Grain of Main Member] TABLE B PHEINOX STAINLESS STEEL REFERENCE WITHDRAWAL DESIGN VALUES (W), [Tabulated Withdrawal Design Values (W) Are in Pounds per Inch of Thread Penetration into Side Grain of Main Member] LENGTH, WITHDRAWAL, W (lbs./in.) GRAVITY =0.67 LENGTH, WITHDRAWAL, W (lbs./in.) GRAVITY =0.67 9x" / 4 9x" 9x / " x / " 5 9x / 4 " 7 0x / 4 " 7 9x " 0x " 0x / " 5 0x4" 5 0x / 4 " 7 x / " 5 0x " x " 49 0x / " x4" 5 0x4" 5 x4 / 4 " 0x4 / 4 " 8x / " 5 x / " 5 8x / 4 " 7 x / 4 " 7 8x " x " 9x / " 5 x / " 9x / 4 " x4" 5 9x " x4 / 4 " 55 80% of the root diameter of the screw x5 5 " For SI: inch = 5.4 mm; lbf/in = 75 N/m. x6 " Values must not be multiplied by any adjustment factors. x7 / 4 " Fastener withdrawal was tested in accordance with ASTM D76. x8" Reference withdrawal design values (W) shall be multiplied by the x0" length of thread penetration in the main member (including tip). x" 8x / " 5 8x / 4 " x " 9x / " 5 9x / 4 " 7 9x " KAMELEON 9x / " 5 9x / 4 " / 4 9x" / % of the root diameter of the screw For SI: inch = 5.4 mm; lbf/in = 75 N/m. Values must not be multiplied by any adjustment factors. Fastener withdrawal was tested in accordance with ASTM D76. Reference withdrawal design values (W) shall be multiplied by the length of thread penetration in the main member (including tip).

7 ESR-0 Most Widely Accepted and Trusted Page 6 of 8 TABLE A CLIMATEK COATED REFERENCE PULL-THROUGH DESIGN VALUES (P) [Tabulated Pull-Through Design Values (P) are in Pounds] TABLE B PHEINOX STAINLESS STEEL REFERENCE PULL-THROUGH DESIGN VALUES (P) [Tabulated Pull-Through Design Values (P) are in Pounds] MINIMUM SIDE MEMBER THICKNESS PULL-THROUGH, P GRAVITY = 0.67 MINIMUM SIDE MEMBER THICKNESS PULL-THROUGH, P GRAVITY = x" 9x" / x / " 0x / / 4 6 " 9x / 4 " 0x / 4 " 0 9x " 0x " 0x / " 0x4" 0x / 4 " x / " 0x " x / 75 8 " 0x / " x4" / 4 6 0x4" x4 / 4 " 0x4 / 4 " 8x / " x / " 8x / 4 " / 4 70 x / 4 " 8x " x " 9x / " x / " 9x / 4 " 4 x4" 9x " x4 / 4 " x5 5 " / % of the root diameter of the screw x6 " For SI: inch = 5.4 mm; lbf = 4.4N. x7 / 4 " Values shall be multiplied by all applicable adjustment factors x8" (see 05 NDS Table.. or 0 and 005 NDS Table 0..) as applicable to withdrawal. x0" x" 8X½" 8x¾" / 4 6 8x " 9x / " 9x / 4 " / x " KAMELEON 9x / " 9x / 4 " 9x" / % of the root diameter of the screw For SI: inch = 5.4 mm; lbf = 4.4N Values shall be multiplied by all applicable adjustment factors (see 05 NDS Table.. or 0 and 005 NDS Table 0..) as applicable to withdrawal.

8 ESR-0 Most Widely Accepted and Trusted Page 7 of 8 TABLE 4A CLIMATEK COATED REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS, [For Sawn Lumber with Both Members of Identical Specific Gravity] 9x" 9x / " 9x / 4 " 9x " 0x / " 0x / 4 " 0x " 0x / " 0x4" 0x4 / 4 " x / " x / 4 " x " x / " x4" x4 / 4 " x5 5 " x6 " x7 / 4 " x8" x0" x" 8x / " 8x / 4 " 8x " 9x / " 9x / 4 " 9x " SIDE MEMBER THICKNESS, t s PENETRATION, P / 4 REFERENCE LATERAL DESIGN VALUE, Z (pounds) GRAVITY OF: 0.67 Parallel to Grain, Z TABLE 4B PHEINOX STAINLESS STEEL REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS, [For Sawn Lumber with Both Members of Identical Specific Gravity] / 4 / 0x / " 75 0x / 4 " 9x" 0x " / 4 / 0x4" x / " x " 0 x4" / 4 x4 / 4 " / 4 7 / 4 / 8x / " 8x / 4 " 8x " 9x / " / 4 9x / 4 " / 4 9x " / 4 7 8x / " / 4 4 / 4 4 8x / 4 " / 4 5 / 8x " / 4 6 / 4 9x / " / 4 7 9x / 4 " / 4 9 9x " / 4 RT COMPOSITE SIDE MEMBER THICKNESS, t s PENETRATION, P REFERENCE LATERAL DESIGN VALUE, Z (pounds) GRAVITY OF: 0.67 Parallel to Grain, Z / 4 / 4 / / 4 / 4 5 / 4 / 4 7 / 4 5 / 4 5 / 4 / / 4 / 90% of the root diameter of the screw / 4 / For SI: inch = 5.4 mm. 84 Values shall be multiplied by all applicable adjustment factors / (see 05 NDS Table.. or 0 and 005NDS Table 0..). / 4 / Lateral load testing was performed in accordance with ASTM 04 D KAMELEON 9x / " 9x / 4 " 9x" / 4 5 / 4 7 / % of the root diameter of the screw 59 For SI: inch = 5.4 mm. Values shall be multiplied by all applicable adjustment factors (see 05 NDS Table.. or 0 and 005 NDS Table 0..). Lateral load testing was performed in accordance with ASTM D76.

9 ESR-0 Most Widely Accepted and Trusted Page 8 of 8 MINIMUM DISTANCE OR SPACING CONDITION D = 0." D = " D = 0.4" D = 0.7" Loading toward end End distance Loading away from end Loading perpendicular to grain NA / 4 NA Edge distance Loading parallel to grain Loading perpendicular to grain NA NA Spacing between fasteners Loading parallel to grain in a row Loading perpendicular to grain In-line rows Spacing between rows Staggered rows 4 TABLE 5 CONNECTIO ON GEOMETRY REQUIREMENT / 4 NA NA For SI: inch = 5.4 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 the more restrictive. See Section 4.. The term D is the shank diameter, as specified in Table. Loading perpendicular to grain is outside the scope of this evaluation report. 4 Values for spacing between staggered rows apply where screwss in adjacent rowss are offset by half of the spacing between screws in a row. TABLE 6 EXPOSUREE CONDITIONS FOR S WITH INTENDED USE AND LIMITATIONS OF RECOGNITION TS, / / NA / NA / 5 5 / 4 7 / 4 A A NA A 5 / 4 NA NA 5 NA EXPOSURE CONDITION TYPICAL APPLICATIONS RECOGNITION LIMITATIONS Corrosion Resistance of Fasteners Treated wood in dry use Limited to use where equilibrium moisture content of the chemically treated applications wood meetss the dry service conditions as described in the NDS. Limited to freshwater and chemically treated wood exposure, i.e., no saltwater General construction exposure. FIGURE GRK SCREWS

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