Listing Report: AB Reissue Date: 01/21/16 This report is subject to annual review
|
|
- Corey Joseph
- 5 years ago
- Views:
Transcription
1 Reissue Date: 01/21/16 CSI PRODUCT: Threaded Fasteners DIVISION: Wood, Plastics, and Composites (06) SECTION: Wood, Plastic, and Composite Fastenings (05 23) Report Holder American Bolt and Screw Mfg Miller Avenue Suite #200 Fontana, CA Distribution Locations American Bolt & Screw Mfg Miller Avenue Suite #200 Fontana, CA SUBJECT 1.1 Lag Bolt Bending Yield Strength, Fyb /16-9 x 4.8-in. HWH Twinfast Lag with Serrations, Part #31Z475BHWHM/P396 (Figure 1) x 76 mm Special HWH Lag, Part #9Z76BHW0M/P496 (Figure 2) x 76 mm Special HWH Galvanized Lag, Part #9Z76BHW0H/P496 (Figure 2) 2. SCOPE NTA, Inc. has evaluated the above product(s) for compliance with the applicable sections of the following codes: 2.1 Properties Listing Only NTA, Inc. has evaluated the above product(s) in accordance with: 2.2 NTA IM 036 Quality System Requirements 2.3 NTA IM 037 Fasteners 2.4 NTA IM 018 Point of Distribution National Design Specification for Wood Construction NTA, Inc. has evaluated the following properties of the above product(s): 2.6 Bending Yield Strength, Fyb To obtain the most current NTA Listing Report, visit 3. USES 3.1 General. The lag bolts recognized herein may be used as dowel-type mechanical connectors to resist shear, withdrawal, or combinations of shear and withdrawal. The fasteners are suitable for use in factory built structures designed under the codes listed in Section 2.0. Page 1 of 5 4. DESCRIPTION 4.1 General. The lag bolts are manufactured from case hardened C1022 steel. The lag descriptions and markings are described in Table 1. The lag screws have a hex washer head while the wood screws have a square drive in lengths as provided in Table 2. Photographs of the lag bolts are provided in Figure DESIGN The scope of this report is limited the fasteners specified in Section 1. Details related to incorporation of the product beyond that scope are the responsibility of the designer of record. 6. INSTALLATION 6.1 General. Lag bolts identified in this report shall be fabricated, identified and installed in accordance with this report, the approved construction documents and the applicable code. In the event of a conflict between the manufacturer s published installation instructions and this report, this report shall govern. Approved construction documents shall be available at all times on the jobsite during installation. 6.2 Calculations and installation shall be in accordance with the 2005 National Design Specification for Wood Construction (2005 NDS) using the design properties provided in Table 2. Each application utilizing the threaded fasteners must be designed by a registered design professional using appropriate reference standards and accepted principles of engineering mechanics. 6.3 Lead holes shall not be required for installation of threaded fasteners provided that edge distance, end distances, and spacing between fasteners are sufficient to prevent splitting. Each lag must be installed exactly as specified by the registered design professional. 7. CONDITIONS OF USE 7.1 Lag bolts as described in this report are subject to the following conditions: 7.2 Installation complies with this report, the approved construction documents, and all installation requirements provided in the design documents prepared by a registered design professional. 7.3 Designs must conform to the 2005 National Design Specification for Wood Construction (2005 NDS). 7.4 This Report, derivative calculations, and installation instructions shall be reviewed and approved by the manufacturer s DAPIA prior to use. 7.5 Lag bolt distribution shall be inspected under a monitored in-plant quality assurance program.
2 8. EVIDENCE SUBMITTED NTA, Inc. has examined the following evidence to evaluate this product: 8.1 Review of each plant s quality assurance manual and inspection of manufacturer s production facility in accordance with NTA IM 036, NTA IM018, and NTA IM Qualification test data in accordance with ASTM F1575 per NTA IM 018 and NTA IM Periodic quality assurance audits of the production facility. 8.4 Periodic verification testing in accordance with ASTM F1575 per NTA IM 018 and NTA IM 037. Evaluation evidence and data are on file with NTA, Inc. NTA, Inc. is accredited by the International Accreditation Service (IAS) as follows: ISO Inspection Agency (AA-682) ISO Testing Laboratory (TL-259) ISO Product Certification Agency (PCA-102) The scope of accreditation related to testing, inspection or product certification pertain only to the test methods and/or standard referenced therein. Design parameters and the application of building code requirements, such as special inspection, have not been reviewed by IAS and are not covered in the accreditation. Product evaluations are performed under the direct supervision of Professional Engineers licensed in all jurisdictions within the United States as required by the building code and state engineering board rules. 10. IDENTIFICATION Each eligible product shall be permanently marked to provide the following information: 10.1 The NTA, Inc. Listing Mark, shown below NTA s Listing No. AB Name and address of manufacturer Product name and part number Nominal fastener diameter and length. AB FINDINGS All products referenced herein are manufactured under an in-plant Quality Assurance program to ensure that the production quality meets or exceeds the requirements of the codes noted herein and the criteria as established by NTA, Inc. Furthermore, product must comply with the conditions of this report.. Page 2 of 5
3 Table 1: Lag Identification American Bolt and Screw Part Number Description Head Marking 31Z475BHWHM/P396 5/16-9 x 4.8-in. HWH Twinfast Lag with Serrations ABS 396 9Z76BHW0M/P x 76 mm Special HWH Lag ABS 496 9Z76BHW0H/P x 76 mm Special HWH Galvanized Lag ABS 496 American Bolt and Screw Part Number Table 2: Lag Dimensions and Design Properties Shank Ds Major D Root Dr L Thread T Tip E Bending Yield Stress, Fyb (psi) 31Z475BHWHM/P396 n/a ,000 9Z76BHW0M/P ,000 9Z76BHW0H/P ,000 Page 3 of 5
4 Figure 1: 5/16-9 x 4.8-in. HWH Twinfast Lag Figure 2: 9-7 x 76 mm Special HWH Lag Page 4 of 5
5 Figure 3: 5/16-9 x 4.8 in. Lag (Top), 9-7 x 76 mm Galvanized Lag (Middle), and 9-7x76 mm Lag (Bottom) Page 5 of 5
ICC-ES Evaluation Report
ICC-ES Evaluation Report ESR-6 Reissued April, 009 This report is subject to re-examination in two years. www.icc-es.org (800) 4-6587 (56) 699-054 A Subsidiary of the International Code Council DIVISION:
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: SCREW PRODUCTS, INC.
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3654 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 06 00
More informationESR-3042* Reissued August 1, 2012 This report is subject to renewal September 1, 2014.
ICC-ES Evaluation Report www.icc-es.org (800) -687 (6) 699-0 ESR-0* Reissued August, 0 This report is subject to renewal September, 0. A Subsidiary of the International Code Council DIVISION: 06 00 00
More informationREPORT HOLDER: SFS INTEC 1045 SPRING STREET WYOMISSING, PENNSYLVANIA EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3870 Reissued 01/2018 This report is subject to renewal 01/2019. DIVISION: 05 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: DEWALT EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3042 Reissued 09/2018 This report is subject to renewal 09/2019. DIVISION: 06 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC AND COMPOSITE FASTENINGS REPORT HOLDER: DEWALT
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3164 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 06 00
More informationOriginally Issued: 06/28/2012 Revised: 06/21/2017 Valid Through: 06/30/ Design
EVALUATION SUBJECT: SIMPSON STRONG-DRIVE SDWC WOOD SCREWS REPORT HOLDER: Simpson Strong-Tie Company Inc. 5956 West Las Positas Boulevard Pleasanton, California 94588 (800) 999-5099 www.strongtie.com CSI
More informationJoint Evaluation Report
0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-2909 Reissued 09/2017 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC AND COMPOSITE FASTENINGS REPORT HOLDER: EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3201 Reissued 07/2018 This report is subject to renewal 07/2019. DIVISION: 06 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: NAILS REPORT HOLDER: MiTek USA, INC.
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3768 Reissued 08/2017 This report is subject to renewal 08/2019. DIVISION: 06 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2761 Reissued 10/2017 This report is subject to renewal 10/2019. DIVISION: 06 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2442 Reissued 10/2017 This report is subject to renewal 10/2018. DIVISION: 06 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 687 (62) 699 04 www.icc es.org ESR 2442 Reissued 0/208 This report is subject to renewal 0/209. DIVISION: 06 00 00 WOOD,
More informationDIVISION: CONCRETE SECTION: CONCRETE ANCHORS REPORT HOLDER: HILTI, INC. EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 6587 (562) 699 054 www.icc es.org ESR 279 Reissued 08/2018 This report is subject to renewal 08/2020. DIVISION: 0 00 00 CONCRETE
More informationOriginally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019
SUNMODO CORPORATION 14800 NE 65 th Street Vancouver, WA 98682 SUNMODO EZ ROOF MOUNT L-FOOT KITS FOR SHINGLE ROOFS CSI Section: 06 25 23 Wood, Plastic, and Composite Fastenings 07 71 00-Roof Specialties
More informationESR-2648 Reissued May 1, 2012 This report is subject to renewal June 1, 2013.
ICC-ES Evaluation Report ESR-2648 Reissued May 1, 2012 This report is subject to renewal June 1, 2013. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION:
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: NAILS REPORT HOLDER: ASTROTECH STEELS PRIVATE LIMITED
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3507 Reissued 03/2018 This report is subject to renewal 03/2020. DIVISION: 06 00
More informationREPORT HOLDER: INTERCORP DBA OF U.S. NITTO 641 NORTH POPLAR ORANGE, CALIFORNIA EVALUATION SUBJECT: STRONG POINT SCREWS
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3528 Reissued 07/2017 This report is subject to renewal 07/2019. DIVISION: 05 00
More informationESR-2024* Reissued September 1, 2011 This report is subject to renewal September 1, 2013.
ICC-ES Evaluation Report ESR-2024* Reissued September, 20 This report is subject to renewal September, 20. www.icc-es.org (800) 42-68 (62) 699-04 A Subsidiary of the International Code Council DIVISION:
More informationDIVISION: METALS SECTION: METAL FASTENINGS REPORT HOLDER: ELCO CONSTRUCTION PRODUCTS 1032 KERR DRIVE DECORAH, IOWA 52101
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-87 (2) 99-043 www.icc-es.org ESR-3332 Reissued 09/207 This report is subject to renewal 09/208. DIVISION: 0 00 00 METALS
More informationREPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS EVALUATION SUBJECT: HILTI SELF-DRILLING AND SELF-PIERCING SCREWS
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-2196 Reissued 10/2017 This report is subject to renewal 10/2019. DIVISION: 05 00
More informationICC-ES Evaluation Report Reissued June 1, 2010 This report is subject to re-examination in one year.
ICC-ES Evaluation Report ESR-2648 Reissued June 1, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
More informationESR-1271* Reissued September 1, 2013 This report is subject to renewal July 1, 2015.
ICC-ES Evaluation Report www.icc-es.org (800) 4-6587 (56) 699-054 ESR-7* Reissued September, 0 This report is subject to renewal July, 05. A Subsidiary of the International Code Council DIVISION: 05 00
More informationREPORT HOLDER: DEWALT 701 EAST JOPPA ROAD TOWSON, MARYLAND EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-2024 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 03 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: OMG, INC.
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
More informationESR-1254 * DELETED BY CITY OF LOS ANGELES. Reissued April 1, 2006 This report is subject to re-examination in one year.
ESR-1254 Reissued April 1, 2006 This report is subject to re-examination in one year. www.icc-es.org Business/Regional Office 5360 Workman Mill Road, Whittier, California 90601 (562) 699-0543 Regional
More informationConnection Solutions for Wood-frame Structures. Copyright Materials. Learning Objectives
Connection Solutions for Wood-frame Structures Presented by: John Buddy Showalter, P.E. Vice President, Technology Transfer The Wood Products Council is a Registered Provider with. Credit(s) earned on
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: OMG, INC.
0 ICC-ES Report ICC-ES (800) 4-6587 (56) 699-054 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-078 Reissued 0/05 This report is subject to renewal 0/06. DIVISION: 06 00 00 WOOD, PLASTICS AND
More informationAmerican Institute of Timber Construction 7012 South Revere Parkway Suite 140 Centennial, CO Phone: 303/ Fax: 303/
American Institute of Timber Construction 7012 South Revere Parkway Suite 140 Centennial, CO 80112 Phone: 303/792-9559 Fax: 303/792-0669 404.1. SCOPE STANDARD FOR RADIALLY REINFORCING CURVED GLUED LAMINATED
More informationThe Wood Products Council is a Registered Provider with. . Credit(s) earned on completion of this program will be
Connection Solutions for Wood-frame Structures Presented by: John Buddy Showalter, P.E. Vice President, Technology Transfer The Wood Products Council is a Registered Provider with. Credit(s) earned on
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: OMG, INC.
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1078 Reissued 01/2018 This report is subject to renewal 01/2019. DIVISION: 06 00
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: OMG, INC.
0 ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org Most Widely Accepted and Trusted ESR-1078 Reissued 01/2018 Revised 09/2018 This report is subject to renewal 01/2019 DIVISION:
More informationICC-ES Evaluation Report Reissued June 1, 2011 This report is subject to renewal in one year.
ICC-ES Evaluation Report www.icc-es.org (800) 42-658 (562) 699-054 ESR-99* Reissued June, 20 This report is subject to renewal in one year. A Subsidiary of the International Code Council DIVISION: 0 00
More informationESR-1799 Reissued April 2014 This report is subject to renewal June 1, 2015.
ICC-ES Evaluation Report www.icc-es.org (800) 42-6587 (562) 699-054 ESR-799 Reissued April 204 This report is subject to renewal June, 205. A Subsidiary of the International Code Council DIVISION: 0 00
More informationSECTION STRUCTURAL STEEL. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.
SECTION 051200 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting
More informationTrusted ICC ES. Issued 06/2018 HILTI, INC. Evaluation. report, or as to any. ICC-ES Evaluation
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.orgg ESR 4185 Issued 06/2018 This report is subject to renewal 06/2019. SECTION: 05 05 23
More informationCITY OF LOS ANGELES CALIFORNIA
BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PRESIDENT E. FELICIA BRANNON VICE-PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI
More informationICC-ES Evaluation Report
ICC-ES Evaluation Report www.icc-es.org (800) 423-6587 (562) 699-0543 ESR-2608 Reissued January 2016 This report is subject to renewal January 2017. A Subsidiary of the International Code Council DIVISION:
More informationTrusted ICC ES PASLODE, Evaluation. report, or as to any. ICC-ES Evaluation
0 ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.orgg Most Widely Accepted and Trusted ESR 3072 Reissued 09/2018 Revised 10/2018 This report is subject to renewal 09/2020.
More informationATI Evaluation Service A Division of Architectural Testing Certification Services
ATI Evaluation Service A Division of Architectural Testing Certification Services Subject to Renewal: 11/15/2011 Issued: 11/15/2010 Visit for current status Page 1 of 16 Maine Ornamental LLC 933 U.S. Route
More informationESR-1799 Reissued June 1, 2009 This report is subject to re-examination in one year.
ICC-ES Evaluation Report ESR-799 Reissued June, 009 This report is subject to re-examination in one year. www.icc-es.org (800) -87 () 99-0 A Subsidiary of the International Code Council DIVISION: 0CONCRETE
More informationATI Evaluation Service A Division of Architectural Testing Certification Services Code Compliance Research Report
ATI Evaluation Service A Division of Architectural Testing Certification Services Subject to Renewal: 04/15/2016 Issued: 06/24/2014 Visit www.ati-es.com for current Revised: 09/24/2014 Page 1 of 21 Maine
More informationInternational Organization for Standardization. American National Standards Institute
DFTG1329 Standards are published documents that set up rules, specifications and protocols designed to ensure consistency, compatibility and reliability of products, materials and services. Standards are
More informationREPORT HOLDER: SENCO BRANDS INC IVY POINTE BOULEVARD CINCINNATI, OHIO EVALUATION SUBJECT: SENCO SELF-DRILLING AND SELF-PIERCING SCREWS
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3558 Reissued 06/2017 This report is subject to renewal 06/2019. DIVISION: 05 00
More informationREPORT HOLDER: ISAIAH INDUSTRIES, INC. EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1360 Reissued 08/2018 This report is subject to renewal 08/2019. DIVISION: 07 00
More informationCode Compliance Research Report CCRR-0155
Code Compliance Research Report CCRR-0155 Issue Date: 03-25-2011 Revision Date: 04-18-2018 Renewal Date: 03-26-2019 DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 63 00 Plastic Railings REPORT
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 87 () 99 0 www.icc es.org ESR 9 Reissued 0/08 This report is subject to renewal 0/09. DIVISION: 0 00 00 WOOD, PLASTICS AND COMPOSITES
More informationConnection Design Examples
Connection Design Examples Using the 2015 NDS (DES345) Lori Koch, P.E. Manager, Educational Outreach American Wood Council Adam Robertson, M.A.Sc., P.Eng. Manager, Codes and Standards Canadian Wood Council
More informationESR-2913* Reissued August 1, 2011 This report is subject to renewal August 1, 2013.
ICC-ES Evaluation Report www.icc-es.org (800) -587 (5) 99-05 ESR-9* Reissued August, 0 This report is subject to renewal August, 0. A Subsidiary of the International Code Council DIVISION: 0 00 00 WOOD,
More informationICC-ES Evaluation Report Reissued March 1, 2011 This report is subject to renewal in two years.
ICC-ES Evaluation Report www.icc-es.org (800) -6587 (56) 699-05 ESR-0 Reissued March, 0 This report is subject to renewal in two years. A Subsidiary of the International Code Council DIVISION: 06 00 00
More informationLP SolidStart Laminated Strand Lumber and Laminated Veneer Lumber Louisiana-Pacific Corporation Revised May 6, 2011
LP SolidStart Laminated Strand Lumber and Laminated Veneer Lumber PR-L280 Louisiana-Pacific Corporation Revised May 6, 2011 Products: LP SolidStart 1.35E, 1.55E, and 1.75E LSL LP SolidStart 1750F b -1.3E
More informationSPECIFICATION FOR HIGH STRENGTH STRUCTURAL BOLTS
UDC 621.882.211 [669.14.018.291] IS : 3757-1985 (Reaffirmed 2003) Edition 3.2 (1989-07) Indian Standard SPECIFICATION FOR HIGH STRENGTH STRUCTURAL BOLTS ( Second Revision ) (Incorporating Amendment Nos.
More informationTHE ENGINEERED WOOD ASSOCIATION
D A T A F I L E APA Performance Rated Rim Boards A rim board is the wood component that fills the space between the sill plate and bottom plate of a wall or, in second floor construction, between the top
More informationESR-2403 Reissued October 1, 2009 This report is subject to re-examination in one year.
ICC-ES Evaluation Report ESR-403 Reissued October, 009 This report is subject to re-examination in one year. www.icc-es.org (800) 43-6587 (56) 699-0543 A Subsidiary of the International Code Council DIVISION:
More informationProcedure for Testing Direct Tension Indicators (DTI) Assemblies
Procedure for Testing Direct Tension Indicators (DTI) Assemblies 1. Scope: This test is to ensure that the bolt will be at or above the specified minimum bolt tension after installation when the direct
More informationGURANTEED TECHNICAL PARTICULARS OF BACK CLAMP FOR LT CROSS ARM
Technical Specification of Back Clamp for LT Cross Arm (MS) Back clamp for LT Cross Arm made out of 50 x 6mm MS Flat suitable for 8m X 300 Kg PSC poles. After fabrication the cross arm shall be painted
More informationCITY OF LOS ANGELES CALIFORNIA
BOARD OF BUILDING AND SAFETY COMMISSIONERS JAVIER NUÑEZ PRESIDENT MARSHA L. BROWN VICE-PRESIDENT VAN AMBATIELOS PEDRO BIRBA ELENORE A. WILLIAMS CITY OF LOS ANGELES CALIFORNIA ANTONIO R. VILLARAIGOSA MAYOR
More informationAttachment of Residential Deck Ledger to Side of Metal Plate Connected Wood Truss Floor Ladder. Installation Instructions Revised 9/2/2016
Attachment of Residential Deck Ledger to Side of Metal Plate Connected Wood Truss Floor Ladder Installation Instructions Revised 9/2/2016 SBCA has been the voice of the structural building components industry
More informationNPS/001/010 Technical Specification for Fasteners and Fixings for Wood Pole Overhead Lines and General Construction Works
Version:- 4.0 Date of Issue:- August 2014 Page 1 of 13 NPS/001/010 Technical Specification for Fasteners and Fixings for Wood Pole Overhead Lines and General Construction Works 1. Purpose The purpose of
More informationATI Evaluation Service A Division of Architectural Testing Certification Services
ATI Evaluation Service A Division of Architectural Testing Certification Services Subject to Renewal: 10/13/2016 Issued: 12/17/2014 Visit www.ati-es.com for current status Revised: 06/05/2015 Page 1 of
More informationProcedure for Wrench Calibration and Snug Tightening
Procedure for Wrench Calibration and Snug Tightening 1. Scope: This procedure provides the method for calibration of a manual torque wrench or an adjustable impact wrench and the snug tightening procedure
More informationDIVISION: METALS SECTION: METAL FASTENINGS DIVISION: FINISHES SECTION: FASTENERS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1408 Reissued 12/2017 This report is subject to renewal 12/2018. DIVISION: 05 00
More informationLP SolidStart Laminated Strand Lumber (LSL) and Laminated Veneer Lumber (LVL) Louisiana-Pacific Corporation Revised July 21, 2017
LP SolidStart Laminated Strand Lumber (LSL) and Laminated Veneer Lumber (LVL) PR-L280(C) Louisiana-Pacific Corporation Revised July 21, 2017 Products: LP SolidStart 1.35E, 1.55E, and 1.75E LSL LP SolidStart
More informationCITY OF LOS ANGELES CALIFORNIA
BOARD OF BUILDING AND SAFETY COMMISSIONERS MARSHA L. BROWN PRESIDENT VAN AMBATIELOS VICE-PRESIDENT VICTOR H. CUEVAS HELENA JUBANY ELENORE A. WILLIAMS CITY OF LOS ANGELES CALIFORNIA ANTONIO R. VILLARAIGOSA
More informationSECTION METAL FABRICATIONS
SECTION 05100 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for metal fabrications, including minimum requirements for fabricator, and galvanizing. 1.02 REFERENCE STANDARDS A. ASTM
More informationStructural Bolting. Notice the Grade 5 has a much smaller head configuration and a shorter shank then the grade A325 structural bolt.
Structural Bolting ASTM F3125/F3125M is a structural bolt specification covering inch and metric bolt grades. This specification contains 4 inch series bolting grades: A325, F1852, A490, and F2280. These
More informationREPORT HOLDER: JAACO CORPORATION NORTHEAST 68 TH STREET, SUITE C-130 REDMOND, WASHINGTON EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-2961 Reissued 09/2017 This report is subject to renewal 09/2019. DIVISION: 05 00
More informationTEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES
TESTING APPLICATION STANDARD (TAS) 117(C)-95 TEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES 1. Scope 1.1 This Protocol covers determination of
More informationSpecifications - Common Nails Diamond point, Flat head, round smooth shank, Bright, HDG, EG or cement coated (resin or vinyl) finish
Specifications - Common Nails Diamond point, Flat head, round smooth shank, Bright, HDG, EG or cement coated (resin or vinyl) finish ASTM F 1667-05 Table 15 Type 1, Style 10 - Common Nails Size Length
More informationDowel-type fasteners. Timber Connections. Academic resources. Introduction. Deferent types of dowel-type fasteners. Version 1
Academic resources Timber Connections Dowel-type fasteners Version 1 This unit covers the following topics: Deferent types of dowel-type fasteners Introduction There are four criteria designers should
More informationALLOY STEEL SOCKET SET SCREWS 1
1 IFI NOTE: - is reprinted with permission from the Annual Book of ASTM Standards, copyright American Society for Testing and Materials, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, U.S.A,
More informationSECTION WIREWAYS FOR RADIOLOGY EQUIPMENT
PART 1 - GENERAL 1.1 DESCRIPTION SECTION 26 05 36 WIREWAYS FOR RADIOLOGY EQUIPMENT SPEC WRITER NOTE: Delete between //----// if not applicable to project. Also, delete any other item or paragraph not applicable
More informationDIVISION: THERMAL AND MOISTURE PROTECTION SECTION: METAL SHINGLES SECTION: METAL ROOF PANELS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3564 Reissued 08/2017 This report is subject to renewal 08/2018. DIVISION: 07 00
More informationHex Cap Screws Coarse & Fine Thread
INDUSTRIAL Product Description Hex head cap screws are manufactured to dimensional standards of ASME B18.2.1 and to various material and mechanical standards of ASTM and SAE. The length of a cap screw
More informationCOMPLETE MILITARY CERTIFICATIONS OVER
MILITARY HARDWARE WITH COMPLETE MILITARY CERTIFICATIONS OVER 2,000 ITEMS Machine Screws MS24693 100 Flat Phillips 18-8 Stainless DFAR COMPLIANT 18-8 SS w/ Black Oxide Finish DFAR COMPLIANT MS35190 82 Flat
More informationLP SolidStart Laminated Strand Lumber and Laminated Veneer Lumber Louisiana-Pacific Corporation Revised May 6, 2018
LP SolidStart Laminated Strand Lumber and Laminated Veneer Lumber PR-L280 Louisiana-Pacific Corporation Revised May 6, 2018 Products: LP SolidStart 1.35E, 1.55E, and 1.75E LSL LP SolidStart 1750Fb-1.3E
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: NAILS REPORT HOLDER: TREE ISLAND INDUSTRIES, LTD.
0 Most Widely Accepted and Trusted ICC-E Evaluation Report ICC-E 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ER-1768 Reissued 08/2017 This report is subject to renewal 08/2018. DIVIION: 06 00 00 WOOD,
More informationAPA Performance Rated Rim Boards
D a t a F i l e APA Performance Rated Rim Boards A Rim Board is the wood component that fills the space between the sill plate and bottom plate of a wall or, in second floor construction, between the top
More informationERECTION & CONSTRUCTION
ERECTION & CONSTRUCTION High Strength Structural Bolting Author: Clark Hyland Affiliation: Steel Construction New Zealand Inc. Date: 24 th August 2007 Ref.: Key Words High Strength Bolts; Property Class
More informationProduct Evaluation Report
Product Evaluation Report PER0601 Page 1 of 6 Initial Listing September, 06 This Document Published By: ReApproved April, 08 Listed Product VersaPin Gripshank Pneumatic Fastener Listed For Aerosmith Fastening
More informationCBUCK Engineering. for. Florida Product Approval # FL R1
Evaluation Report Kasselwood Metal Shingle Metal Roof Assembly Manufacturer: (A division of Isaiah Industries) 8510 Industry Park Drive Piqua, OH 45356 (800) 543 8938 for Florida Product Approval # FL
More informationProduct Guide Specification
HALFEN USA Inc. March 2012 8521 FM 1976 P.O. Box 547 Converse, TX 78109 Toll Free 800-423-9140 Fax 888-277-1695 Website www.halfenusa.com E-mail info@halfenusa.com Product Guide Specification Specifier
More informationTEST PROCEDURE FOR DYNAMIC PULL-THROUGH PERFORMANCE OF ROOFING MEMBRANES OVER FASTENER HEADS OR FASTENERS WITH METAL BEARING PLATES
TESTING APPLICATION STANDARD (TAS) 117(B)-95 TEST PROCEDURE FOR DYNAMIC PULL-THROUGH PERFORMANCE OF ROOFING MEMBRANES OVER FASTENER HEADS OR FASTENERS WITH METAL BEARING PLATES 1. Scope 1.1 This Protocol
More informationSTRUCTURAL ATTACHMENTS
Brace Structural Attachment Selection Procedure ) Determine structure to be attached to from the following: A) Concrete B) Wood Beam C) Structural Steel 2) Reference structure connection type from Appendix
More informationISO INTERNATIONAL STANDARD. Welding Studs and ceramic ferrules for arc stud welding
INTERNATIONAL STANDARD ISO 13918 Second edition 2008-02-15 Welding Studs and ceramic ferrules for arc stud welding Soudage Goujons et bagues céramiques pour le soudage à l'arc des goujons Reference number
More informationMIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590
More informationFLORIDA PRODUCT APPROVAL GULFRIBTM FLORIDA PRODUCT APPROVAL NO R3. Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC.
Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRib Roof Panel over over 15/32 Plywood Florida Product Approval #11651.21 R3 Florida Building Code 2017 Per Rule 61G20-3 Method:
More informationStandard Specification for Steel Transmission Tower Bolts, Zinc-Coated and Bare 1
Designation: A 94 0 Standard Specification for Steel Transmission Tower olts, Zinc-Coated and are This standard is issued under the fixed designation A 94; the number immediately following the designation
More informationConnection Philosophy. p NDS Chapter-by-chapter description Changes from previous editions Examples. Part 1: Member Design Webinar.
Outline ASD and LRFD with the 2005 NDS Part 2 Connection Design Presented by: John Buddy Showalter, P.E. Vice President, Technology Transfer Connection philosophy p NDS Chapter-by-chapter description Changes
More informationDECKS. Stairway illumination Positive attachment of ledger Lateral load connection required board (R507.2) required (R ) (R311.7.
DECKS Max. riser height-7 ¾ Min. tread depth-10 Landings required at (R311.7.5.1) (R311.7.5.2) top and bottom of stairs (R311.7.6) Notched guardrail post NOT allowed Graspable handrail required Spacing
More informationFLORIDA PRODUCT APPROVAL 5VCRIMP FLORIDA PRODUCT APPROVAL NO R2. Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC.
26 GUAGE PANEL OVER 1X4 WOOD PURLINS OVER 15/32 PLYWOOD NO. 11651.14 R2 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over over 15/32 Plywood Florida Product
More informationA. Extent of structural precast concrete work is shown on drawings and in schedules.
SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification
More information2002 ADDENDUM to the 1997 NDS and PRIOR EDITIONS
AMERICAN FOREST & PAPER ASSOCIATION American Wood Council Engineered and Traditional Wood Products March 2002 2002 ADDENDUM to the 1997 NDS and PRIOR EDITIONS The 2001 Edition of the National Design Specification
More informationStandard Specification for Steel Transmission Tower Bolts, Zinc-Coated and Bare 1
Designation: A 94 0 e Standard Specification for Steel Transmission Tower olts, Zinc-Coated and are This standard is issued under the fixed designation A 94; the number immediately following the designation
More informationChanges in the 2001 NDS for Wood Construction
Changes in the 2001 NDS for Wood Construction Philip Line, P.E.; Dr. Robert Taylor, P.Eng.; John Buddy Showalter, P.E.; Bradford K. Douglas, P.E. Introduction The 2001 Edition of the National Design Specification
More informationLEGACY REPORT. (800) (562) A Subsidiary of the International Code Council. *Revised September 2003
ICC-ES Evaluation Report ER-580* Reissued January 00 www.icc-es.org (800) 4-6587 (56) 699-054 A Subsidiary of the International Code Council Legacy report on the 997 Uniform Building Code DIVISION: 05
More informationOrdering example: WSK-600 / B x H x L = 155 mm. M8 hexagon head screw, fixed by a locknut. Threaded bolt
Ordering example: / B x H x L = 155 mm P-3464/5595-MPA BS General / ordering example Dimensions B (width) x H (height) in mm (always corresponds to the clear shaft or smoke control damper dimensions) Available
More information*Revised September 1, 2003
LEGACY REPORT ER-580* Reissued January, 00 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 560 Workman Mill Road, Whittier, California 9060 # (56) 699-054 Regional Office # 900 Montclair
More informationPIP STF05121 Anchor Fabrication and Installation Into Concrete
June 2017 Structural PIP STF05121 Anchor Fabrication and Installation Into Concrete PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this
More informationMATERIAL AND EQUIPMENT STANDARD FOR METRIC TYPE FASTENERS (SCREWS, BOLTS, STUDS, NUTS AND WASHERS) ORIGINAL EDITION DEC. 1997
MATERIAL AND EQUIPMENT STANDARD FOR METRIC TYPE FASTENERS (SCREWS, BOLTS, STUDS, NUTS AND WASHERS) ORIGINAL EDITION DEC. 1997 This Standard is the property of Iranian Ministry of Petroleum. All rights
More information