Standard test method for compressive strength of cylindrical concrete specimens. Standard test method for flexural strength of hydrauliccement
|
|
|
- Lilian Newman
- 6 years ago
- Views:
Transcription
1 IAS Accreditation Number Company Name Address TL-228 Specialized Testing, Inc Pioneer Boulevard, Suite G Santa Fe Springs, California Martin Mejia, Technical Manager Contact Name Telephone (562) Effective Date of Scope April 26, 2016 Accreditation Standard ISO/IEC 17025:2005 Mechanical ASTM C39/C39M ASTM C109/C109M ASTM C348 Standard test method for compressive strength of cylindrical concrete specimens Standard test method for compressive strength of hydraulic cement mortars (compression only, using 2-in. or [50-mm] cube specimens) Standard test method for flexural strength of hydrauliccement mortars ASTM C1231/C1231M Standard practice for use of un-bonded caps in determination of compressive strength of hardened cylindrical concrete specimens ASTM D3039/D3039M Standard test method for tensile properties of polymer matrix composite materials Physical 1997 UBC 15-5 Roof tile ASTM C31/C31M ASTM C42/C42M ASTM C190 Standard practice for making and curing concrete test specimens in the field Standard test method for obtaining and testing drilled cores and sawed beams of concrete Method of test for tensile strength of hydraulic cement mortars International Accreditation Service, Inc Saturn Street, Suite 100, Brea, California U.S.A Telephone IASInfo@iasonline.org Page 1 of 5
2 ASTM C482 Standard test method for bond strength of ceramic tile to Portland cement paste ASTM C617/C617M Standard practice for capping cylindrical concrete specimens ICC ES AC180 ICC ES AC161 ICC ES AC191 Clay and concrete roof tiles (test methods referenced in section 3.0) Foam plastic shapes for parapet applications (test methods referenced in section 4.0, excluding section 4.7) Metal plaster bases (lath) (test methods referenced in Structural AISI S904 AISI S905 AISI S907 AISI S909 ASTM A615/A615M ASTM A370 ASTM A706/A706M ASTM C954 ASTM C1002 ASTM C1513 Standard test methods for determining the tensile and shear strengths of screws Test methods for mechanically fastened cold-formed steel connections Test standard for cantilever test method for cold-formed steel diaphragms Standard test method for determining the web crippling strength of cold-formed steel beams Standard specification for deformed and plain carbonsteel bars for concrete reinforcement Standard test methods and definitions for mechanical testing of steel products (sections 5 through 14) Standard specification for deformed and plain low-alloy steel bars for concrete reinforcement Standard specification for steel drill screws for the application of gypsum panel products or metal plaster bases to steel studs from in. (0.84 mm) to in. (2.84 mm) in thickness (sections 5.1.5, 5.2, 6 and 10) Standard specification for steel self-piercing tapping screws for application of gypsum panel products or metal plaster bases to wood studs or steel studs (sections 8 and 12) Standard specification for steel tapping screws for coldformed steel framing connections (sections 8.2, 8.3, 8.5, 12, 13, 15, 16 and 17) TL-228 Page 2 of 5
3 ASTM D1037 ASTM D1761 Standard test methods for evaluating properties of woodbase fiber and particle panel materials (sections 13 through 16) Standard test methods for mechanical fasteners in wood ASTM D7147 Standard specification for testing and establishing allowable loads of joist hangers ASTM E8/E8M ASTM E72 ASTM E330/E330M ASTM E488/E488M ASTM E1190 ASTM E1512 ASTM E2126 ASTM F1575 ICC ES AC01 Standard test methods for tension testing of metallic materials Standard test methods of conducting strength tests of panels for building construction Standard test method for structural performance of exterior windows, doors, skylights and curtain walls by uniform static air pressure difference Standard test methods for strength of anchors in concrete elements Standard test methods for strength of power-actuated fasteners installed in structural members Standard test methods for testing bond performance of bonded anchors Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings Standard test method for determining bending yield moment of nails Expansion anchors in masonry elements (test methods referenced in section 5.0) ICC ES AC04 Sandwich panels (test methods referenced in ICC ES AC13 Joist hangers and similar devices (test methods referenced in section 3.0) ICC ES AC43 ICC ES AC51 ICC ES AC58 Steel deck roof and floor systems (test methods referenced in Precast stone veneer (test methods referenced in sections 3.0 and 4.0, except sections 3.1.6, 3.2 and 3.3) Adhesive anchors in masonry elements (test methods referenced in section 4.0, except section 4.4.2) TL-228 Page 3 of 5
4 ICC ES AC60 ICC ES AC70 ICC ES AC106 ICC ES AC116 ICC ES AC118 ICC ES AC120 Anchors in unreinforced masonry elements (test methods referenced in section 3.0) Power-actuated fasteners driven into concrete, steel and masonry elements (test methods referenced in section 4.0) Predrilled fasteners (screw anchors) in masonry (test methods referenced in section 4.0, except section 4.7) Nails (test methods referenced in section 3.0, except section 3.3) Tapping screw fasteners (test methods referenced in Wood-frame horizontal diaphragms, vertical shear walls and braced walls with alternative fasteners (test methods referenced ICC ES AC130 Prefabricated wood shear panels (test methods referenced in section 5.0) ICC ES AC133 ICC ES AC154 ICC ES AC193 Mechanical splice systems for steel reinforcing bars (test methods referenced in Cyclic racking shear tests for metal-sheathed shear walls with steel framing (test methods referenced in section 4.0, except section 4.1) Mechanical anchors in concrete elements (test methods referenced in tables 4.1, 4.2 and 4.3) ICC ES AC201 Staples (test methods referenced in section 3.0) ICC ES AC230 ICC ES AC233 Power-actuated fasteners for shear wall assemblies constructed with cold-formed steel framing and wood structural panels (test methods referenced in section 3.0) Alternate dowel-type threaded fasteners (test methods referenced in ICC ES AC261 Connectors used with cold-formed steel structural members (test methods referenced in sections 3.0 and 4.0, except sections 3.4 and 3.5) ICC ES AC269 Racking shear evaluation of proprietary sheathing materials attached to light-frame wall construction or code-complying sheathing attached to light-framed walls with proprietary fasteners (test methods referenced in TL-228 Page 4 of 5
5 ICC ES AC308 Post-installed adhesive anchors in concrete elements (test methods referenced in tables 3.1, 3.2, 3.3, 3.6, 3.7 and 3.8, except section 8.8) ICC ES AC316 Shrinkage compensating devices (test methods referenced in ICC ES AC322 Prefabricated, cold-formed, steel lateral-force-resisting vertical assemblies (test methods referenced in section 4.0) AISI: American Iron and Steel Institute UBC: Uniform Building Code TL-228 Page 5 of 5
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES
1.0 INTRODUCTION INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR COMPOSITE STEEL SHEET AND NONCOMBUSTIBLE SHEATHING PANELS EC 012-2013
Standard test method for tensile strength of chemicalresistant mortar, grouts, and monolithic surfacings
IAS Accreditation Number Company Name Address TL-274 1500 Brigantine Drive Coquitlam, BC V3K 7C1 Canada Simon Knight, Operations Manager Contact Name Telephone 604-520-3321 Effective Date of Scope November
Standard Test Method for Bulk Density ( Unit Weight ) and Voids in Aggregate
IAS Accreditation Number Company Name Address TL-292 401 E. Fourth St., Bldg. 12B Bridgeport, PA 19405 Thomas Smith, Laboratory Manager Contact Name Telephone +1 (610) 313-3227 Effective Date of Scope
SPECIFICATION GUIDELINE
SPECIFICATION GUIDELINE Environmental Stoneworks Corporate Office 6300 East Stapleton Drive South Denver, CO 80216 Phone (303) 309-3040 Fax (303) 309-3059 www.estoneworks.com Environmental Stoneworks specification
SPECIFICATION GUIDELINE
Environmental StoneWorks specification guideline should be used to assist design professionals in the preparation of projects. Edit and delete items that may not be applicable. Verify all referenced section
Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)
Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction
ACCEPTANCE CRITERIA FOR METAL PLASTER BASES (LATH) PREFACE
ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect ACCEPTANCE CRITERIA FOR METAL PLASTER BASES (LATH) AC191 Approved May 2008 Effective June 1, 2008 Previously approved February 2008, October 2007,
DRAFT - MOCA STANDARD for Fiber-Reinforced Magnesium Cement Board
1. Scope 1.1 This standard defines the minimum prescriptive quality and performance requirements for Fiberreinforced Magnesium Cement Board products intended for use in buildings in North America. For
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR THE TESTING AND ANALYSIS OF STEEL SHEET SHEATHING FOR WOOD AND COLD FORMED STEEL LIGHT
TER No Cultured Stone & ProStone Applications Over Continuous Insulation
Cultured Stone & ProStone Applications Over Continuous Insulation TER No. 1302-01 Boral Stone Products LLC 200 Mansell Court East, Suite 310 Roswell, GA 30076 419-318-5345 949-341-8890 (fax) chris.hines@boral.com
Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Steel Wall Framing
Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Wall Framing Released September 20, 2010 Updated December 4, 2012 Note: Tables for cladding attachments to wood framing have
A. ASTM C190 - Test Method for Tensile Strength of Hydraulic Cement Mortars
SECTION 04850 (04 40 00) MSI PRECAST STONE VENEER SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. MSI Precast Stone Veneer for exterior and interior vertical surfaces. 1.2 RELATED SECTIONS Specifier Notes:
TER No Attachment of Exterior Wall Coverings Through Kingspan GreenGuard Extruded Polystyrene (XPS) Sheathing to Wood or Steel Wall Framing
Attachment of Exterior Wall Coverings Through Kingspan Insulation LLC 2100 RiverEdge Parkway Suite 175 Atlanta, GA 30328 kingspaninsulation.us TER No. 1410-09 Issue Date: January 30, 2015 Updated: August
ACCEPTANCE CRITERIA FOR PRECAST STONE VENEER
www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council ACCEPTANCE CRITERIA FOR PRECAST STONE VENEER AC51 Approved February 2008 Effective March 1, 2008 (Editorially
TER No Attachment of Exterior Wall Coverings Through Kingspan GreenGuard Extruded Polystyrene (XPS) Sheathing to Wood or Steel Wall Framing
Attachment of Exterior Wall Coverings Through Kingspan Insulation LLC 2100 RiverEdge Parkway Suite 175 Atlanta, GA 30328 kingspaninsulation.us TER No. 1410-09 Issue Date: January 30, 2015 Updated: March
SECTION COLD-FORMED METAL FRAMING
SECTION 05400 PART I - GENERAL 1.01 DESCRIPTION A. Scope: Work of this Section shall include all materials and installation necessary to provide all cold formed metal framing. B. This Section includes:
ACCEPTANCE CRITERIA FOR PRECAST STONE VENEER PREFACE
ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect ACCEPTANCE CRITERIA FOR PRECAST STONE VENEER AC51 Approved February 2008 Effective March 1, 2008 Previously approved October 2007, January 2001,
Retain "Preinstallation Conference" Paragraph below if Work of this Section is extensive or complex enough to justify a conference.
SECTION 05 40 00 - COLD-FORMED METAL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
SECTION CEMENT BOARD SUPPORTED ADHERED MASONRY VENEER. 2. Installation materials including adhesives, mortars, and pointing mortars.
(Specifier Note: The purpose of this guide specification is to assist the Specifier in correctly specifying cement board supported adhered masonry. The Specifier needs to edit these guide specifications
SECTION NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL 1.1 DESCRIPTION SECTION 09 22 16 1. Use this section only for NCA projects. 2. Delete between //----// if not applicable to project. Also delete any other item or paragraph not applicable
Statement of Special Inspections Michigan Building Code 2012 (MBC 2012)
Gaines Charter Township 8555 Kalamazoo Ave SE Caledonia MI 49316 PH: 616 698-6640 Fax: 616 698-2490 www.gainestownship.org Building Department Statement of Special Inspections Michigan Building Code 2012
DIVISION: MASONRY SECTION: CONCRETE UNIT MASONRY REPORT HOLDER: 3B CONSTRUCTION SOLUTIONS, 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 3788 Reissued 11/2017 This report is subject to renewal 11/2018. DIVISION: 04 00
UNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCEC / NASA UFGS-05 40 00 (May 2015) ------------------------ Preparing Activity: NAVFAC Superseding UFGS-05 40 00 (May 2010) UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in
DIVISION: MASONRY SECTION: MANUFACTURED BRICK MASONRY SECTION: MANUFACTURED STONE MASONRY 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 3685 Reissued 09/2017 This report is subject to renewal 09/2018. SECTION: 04 71 00
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, UNIFORM EVALUATION SERVICES
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR STEEL COMPOSITE, NON-COMPOSITE AND ROOF DECK CONSTRUCTION EC 007-2015 (Adopted April
BEARING METAL STUD FRAMING
L-1 Section 05410 Long Form Specification LOAD BEARING METAL STUD FRAMING This section includes axially loaded steel studs, with unique slotted top channels, usually of 0.91, 1.2 and 1.5 mm (16, 18, or
1. ICC ES AC51 Draft Changes, Masonry Veneer Manufacturers Association (MVMA) Comments, dated September 24, 2007, compiled by John Woestman.
#15 ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect To: From: ICC-ES Evaluation Committee Elyse Levy, S.E. Date: October 5, 2007 Subject: Proposed Revisions to the Acceptance Criteria for Precast
CHAPTER 3 BUILDINGS WITH WOOD FRAMED EXTERIOR WALLS 301 SCOPE
CHAPTER 3 BUILDINGS WITH WOOD FRAMED EXTERIOR WALLS WOOD CHAPTER 3 301 SCOPE This chapter prescribes construction requirements for buildings where all exterior walls above the foundation are wood framed
NOVABRIK MORTARLESS CONCRETE BRICK VENEER SPECIFICATION. MASTERFORMAT SECTION (Mortarless Concrete Brick Veneer)
NOVABRIK MORTARLESS CONCRETE BRICK VENEER SPECIFICATION MASTERFORMAT SECTION 04818 (Mortarless Concrete Brick Veneer) Spec_USA_En_18102005.doc 12/1/2005 Novabrik Page 2 Section 04818 NOVABRIK MORTARLESS
April 18, 2018 PARTIES INTERESTED IN FIBER REINFORCED PLASTIC (FRP) MODULAR WALL SYSTEMS
April 18, 2018 TO: PARTIES INTERESTED IN FIBER REINFORCED PLASTIC (FRP) MODULAR WALL SYSTEMS SUBJECT: Proposed Revisions to the Acceptance Criteria for Fiber Reinforced Plastic (FRP) Modular Wall Systems,
REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 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 2269 Reissued 02/2017 This report is subject to renewal 02/2019. DIVISION: 03 00
COFS Mission. AISI Standards Hierarchy. North American Standards for Cold-Formed Steel Framing. Member versus System Design. Specification 10/21/2016
COFS Mission North American Standards for Cold-Formed Steel Framing Roger LaBoube, Ph.D., P.E. Curators Distinguished Teaching Professor Emeritus Director, Wei-Wen Yu Center for Cold-Formed Steel Structures
Plan Check No. Checked by: An Appointment Is Required for Verification
SUPPLEMENTAL CORRECTION SHEET UNREINFORCED MASONRY (URM) RETROFIT ( 2002 LABC ) Plan Check No. Checked by: Permit Appl. # An Appointment Is Required for Verification Job Address: For appt. call: APPLICATION
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR Self-Tapping, Self-Drilling Standoff Screws EC 023-2015 (Adopted June 2015) 1.0 INTRODUCTION
REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS EVALUATION SUBJECT: HILTI LOW-VELOCITY POWER-ACTUATED FASTENERS
0 Most Widely Accepted and Trusted ICC-ES Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-1663 Reissued 03/2017 This report is subject to renewal 03/2019. DIVISION: 03 00 00 CONCRETE
Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
R Code and Commentary for 2012 NC Residential Code final 03/06/13
R602.10 Code and Commentary for 2012 NC Residential Code final 03/06/13 Commentary italicized and printed in red 1. Section R602.10 -- provides charging language for two simplified bracing approaches (isolated
SECTION VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT
SECTION 230548 - PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Elastomeric Isolation pads. 2. Elastomeric Isolation mounts. 3. [Freestanding] [Restrained] [Freestanding and restrained]
Trusted SECTION: 04 HILTI, INC. TULSA, Conformity! ICC-ES Evaluation. not specifically. Copyright 2015
0 ICC ES Report ICC ES (800) 42 6587 (562) 699 054 www.icc es.orgg 000 Most Widely Accepted and Trusted ESR 2269 Reissued 02/205 This report is subject to renewal 02/207. DIVISION: 0 00 00 CONCRETE SECTION:
Structural vs Nonstructural Members. Roger LaBoube, Ph.D., P.E. Wei-Wen Yu Center for Cold-Formed Steel Structures
Structural vs Nonstructural Members Roger LaBoube, Ph.D., P.E. Wei-Wen Yu Center for Cold-Formed Steel Structures Behavior of Cold-Formed Steel Members STEEL DESIGN SPECIFICATIONS Type of steel Specification
SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
Appendix A: Guidelines for the Seismic Retrofit of Existing Buildings CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE The purpose of this
Originally Issued: 05/20/2013 Revised: 07/07/2017 Valid Through: 05/31/ Design
BRADY INNOVATIONS, LLC. PROX HEADER SYSTEM CSI Section: 05 05 23 Metal Fastenings 05 40 00 Cold-formed Metal Framing 1.0 RECOGNITION Brady Innovations, LLC s ProX Header System recognized in this report
Gold Bond BRAND Gypsum Sheathing
BRAND 09 06 29 16 00/NGC 43/NGC brand is a moisture-resistant sheathing installed on the outside of exterior framing as a substrate for exterior claddings. It is manufactured with a treated water-resistant
ICC-ES Evaluation Report Reissued November 2014 This report is subject to renewal November 2016
ESR-1215* Reissued November 2014 ELDORADO STONE, ELDORADO BRICK AND ELDORADO ADOBE VENEERS 1.0 EVALUATION SCOPE Compliance with the following codes: 2015 International Building Code (IBC) 2015 International
SECTION PRECAST STRUCTURAL PRETENSIONED CONCRETE
PART 1 - GENERAL 1.1 DESCRIPTION: SECTION 03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE SPEC WRITER NOTE: Delete between //--// if not applicable to project. Also delete any other item or paragraph
SECTION MANUFACTURED MASONRY VENEER
TM Dutch Quality Stone 18012 Dover Road Mt. Eaton, OH 44659 Tel: (330) 359-7866 Fax: (330) 359-5990 e-mail: info@dutchqualitystone.com website: www.dutchqualitystone.com SECTION 04 73 00 MANUFACTURED MASONRY
Project Address: Name of Person Completing Form:
Statement of Inspections This form is provided as a way to list aspects of the project that require special inspection and testing in accordance with IBC Sections 107.1, 1704, and 1705 and define duties
IAPMO ES. Cover Sheet. Evaluation Criteria of. COLD-FORMED STEEL or WOOD FRAMED / STEEL-SHEATHED SHEAR WALLS
IAPMO ES Cover Sheet Evaluation Criteria of COLD-FORMED STEEL or WOOD FRAMED / STEEL-SHEATHED SHEAR WALLS Posted for public commenting on 12/11/08 thru 1/14/09 Comments currently under review International
Building Systems and Design Elements included in SliDeRulE
Building Systems and Design Elements included in SliDeRulE No. System Subsystem Design Element 1.1.1 Foundation Deep Foundation Steel H-pile 1.1.2 Foundation Deep Foundation Steel pipe pile 1.1.3 Foundation
ESR-2269 Reissued November 1, 2008 This report is subject to re-examination in one year.
Reissued November, 008 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office 60 Workman Mill Road, Whittier, California 9060 (6) 699-0
Supplemental Plan Check List for Unreinforced Masonry (URM) Retrofit
Supplemental Plan Check List for Unreinforced Masonry (URM) Retrofit Plan Check/PCIS App #: Job Address: P.C. Engineer: Phone: (E -mail: first name.last name@ lacity.org) For instructions and other information,
DIVISION: CONCRETE SECTION: CONCRETE ANCHORS SECTION: PRECAST STRUCTURAL CONCRETE SECTION: SITE CAST CONCRETE
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2873 Issued 09/2017 This report is subject to renewal 09/2018. DIVISION: 03 00 00
DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: WATER RESISTIVE BARRIERS/WEATHER BARRIERS SECTION: AIR BARRIERS
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1993 Reissued 08/2017 This report is subject to renewal 08/2018. DIVISION: 07 00
BUILDING CODES Presented by CORUM ENGINEERING
BUILDING CODES Presented by CORUM ENGINEERING AGENDA I. The Basics of Foundations A. Footer Designs B. Foundation Walls 1. Non-Backfilled Walls 2. Backfilled Walls (Retaining Walls) C. Slabs vs. Crawl
DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: STRUCTURAL PANELS REPORT HOLDER: ENERCEPT, 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 1780 Reissued 11/2017 This report is subject to renewal 11/2019. DIVISION: 06 00
R CODE CHANGE PROPOSAL FORM (See instructions on page 2)
CODE CHANGE PROPOSAL FORM (See instructions on page 2) Code: IRC 12/13 Sections 301.2.2.2.1 Proponent: Charles S. Bajnai, Chesterfield County, VA, ICC Building Code Action Committee 1. Delete as shown
INTRODUCTION TO CURTAIN WALL DESIGN USING COLD-FORMED STEEL
TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Light Gauge Steel Engineers Association Washington, D.C. Toll-Free: 1 (866) 465-4732 www.lgsea.com INTRODUCTION TO CURTAIN WALL DESIGN USING COLD-FORMED
FIRESTOP JOINT SPRAY CFS-SP WB. 2mm (0.079") WET FILM ± 7.5 ± 5
Design No. CEJ 27 P (HI/JS 20-05) Table. CONCRETE FLOOR ASSEMBLY: Max. two-hour rated concrete floor assembly made from either lightweight or normal weight concrete with a density of 00-50 pcf, with a
Stonecraft Industies 8300 County Road Holmesville, OH
Stonecraft Industies 8300 County Road Holmesville, OH Tel: (888) 580-6448 e-mail: customercare@stonecraft.com website: www.stonecraft.com SECTION 04 73 00 MANUFACTURED MASONRY VENEER GENERAL NOTES TO SPECIFIER:
HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT SECTION HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT
13686.00 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 230529-1 SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 1.1 SUMMARY A. Section Includes: 1. Metal pipe hangers and supports.
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR HEADED AND MECHANICALLY ANCHORED DEFORMED REINFORCEMENT BARS IN TENSION EC 006-2014 (Adopted
DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: SUPERWALL MANUFACTURING, 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 2214 Reissued 08/2017 This report is subject to renewal 07/2019. DIVISION: 09 00
Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION
![Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION](/thumbs/77/75098995.jpg "Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION")
Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION The selection of a wall type and appropriate connection details is one of the most important
DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: SOMAR INDUSTRIES LTD LUCKETT COURT EL PASO, TEXAS 79932
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2732 Reissued 11/2017 This report is subject to renewal 11/2019. DIVISION: 09 00
On Cold-Formed Steel Construction. Light Gauge Steel Engineers Association Washington, D.C Toll Free (866)
TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Light Gauge Steel Engineers Association Washington, D.C. 20005 Toll Free (866) 465-4732 www.lgsea.com DESIGN OF BY-PASS SLIP CONNECTORS IN COLD-FORMED
DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: PROWALL BUILDING PRODUCTS, INC.
0 ICC-ES Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-3720 Reissued 09/2016 This report is subject to renewal 09/2018. DIVISION: 09 00 00 FINISHES
AISI S E1 AISI STANDARD. Errata to North American Specification. for the Design of Cold-Formed. Steel Structural Members.
AISI S100-12-E1 AISI STANDARD Errata to North American Specification for the Design of Cold-Formed Steel Structural Members 2012 Edition Amendment on August 16, 2013 Errata to North American Specification
ESR ICC Evaluation Service, Inc. Reissued September 1, 2008 This report is subject to re-examination in one year.
ESR- Reissued September, 00 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 0 Workman Mill Road, Whittier, California 900 #
TECHNICAL NOTE On Cold-Formed Steel Construction
TECHNICAL NOTE On Cold-Formed Steel Construction 1201 15th Street, NW, Suite 320 Washington, DC 20005 (202) 785-2022 $5.00 Changes from the 1997 UBC to the 2006 IBC for Lateral Design with Cold-Formed
SECTION HANGERS AND SUPPORTS FOR PLUMBING
SECTION 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
Magnum Board Section Digicon Information Inc. Page 1
Digicon Information Inc. Page 1 This section includes water and mould resistant fibre-reinforced backer board for use under tile installations, suitable for use in wet areas. This section includes performance,
DIVISION: FINISHES SECTION: GYPSUM BOARD ACCESSORIES REPORT HOLDER: CONLAB, INC. dba PREST ON CO.
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1812 Reissued 11/2017 This report is subject to renewal 11/2018. DIVISION: 09 00
DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: BONSAL AMERICAN, INC.
0 Most Widely Accepted and Trusted ICC-ES Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-2781 Reissued 02/2017 This report is subject to renewal 02/2018. DIVISION: 09 00 00 FINISHES
SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. 1.2 SUMMARY A. This Section includes the
CBC SECTION/TABLE NUMBER NEW -CHANGE COMMENTARY. X Flexible and Rigid definitions removed and found in ASCE 7-10
2016 Chapter 16 Structural Design- Changes include new plan content requirements for Photovoltaic Panel Systems as well as guidance on how to determine the dead and live loads. For mid- and high-rise designs
Wall bracing panel requirements
Wall bracing panel requirements Building Inspections Exterior and interior walls must be braced in accordance with Minnesota State Building Code section R602 to resist wind loads and racking. Locations,
Contents. 1.1 Introduction 1
Contents PREFACE 1 ANCIENT MASONRY 1 1.1 Introduction 1 1.2 History of Masonry Materials 1 1.2.1 Stone 2 1.2.2 Clay Units 2 1.2.3 Calcium Silicate Units 4 1.2.4 Concrete Masonry Units 4 1.2.5 Mortars 5
Eurocode 8 Timber and Masonry structures
Brussels, 18-20 February 2008 Dissemination of information workshop 1 Eurocode 8 Timber and Masonry structures E C Carvalho, Chairman TC250/SC8 Brussels, 18-20 February 2008 Dissemination of information
EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire
EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire Additional Instructions and Clarifications 1. Please review ARC 4496 before beginning the project identification
Diaphragms 2. Design Process. Design Process. Diaphragms are the roofs and floors of the upper stories
Diaphragms 2 Design Process Diaphragms are the roofs and floors of the upper stories They are assumed to act as a beam (usually a deep beam with substantial shear deformation) Design Process Sheathing
DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: THERMAL INSULATION SECTION: WATER-RESISTIVE BARRIERS/WEATHER BARRIERS
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3076 Reissued 05/2016 This report is subject to renewal 05/2018. DIVISION: 07 00
Thermasheath -3. Insulation for the Building Envelope ROOF WALL SPECIALTY
Insulation for the Building Envelope ROOF WALL SPECIALTY PRODUCT DESCRIPTION Rmax Thermasheath-3 is an energy-efficient thermal insulation board composed of a closed-cell polyisocyanurate (polyiso) foam
BBA 001 Documents included under the scope of BBA s ISO UKAS accreditation
BBA 001 Documents included under the scope of BBA s ISO 17065 UKAS accreditation Product Standard Building Systems and Kits BBA Technical Specification 001 Ceiling Products BBA Technical Specification
4.6 Procedures for Connections
4.6 Procedures for Connections This section provides Tier 2 evaluation procedures that apply to structural connections: anchorage for normal forces, shear transfer, vertical components, interconnection
Architectural Testing, Inc. 849 Western Avenue North Saint Paul, Minnesota Dan Johnson, Director - Regional Operations
IAS Accreditation Number Company Name Address Contact Name Telephone (651) 636-3835 Effective Date of Scope August 12, 2016 Accreditation Standard ISO/IEC 17025:2005 Conformity Specifications TL-285 849
SECTION HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
Page 220529-1 SECTION 220529 - PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,
Residential Inspector s Guide: Building and Energy based on the 2009 International Residential Code Chapters 1-11
Residential Inspector s Guide: Building and Energy based on the 2009 International Residential Code Chapters 1-11 Residential Inspector s Guide Building and Energy Based on the 2009 IRC, Chapters 1-11
Residential Inspector s Guide: Building and Energy based on the 2009 International Residential Code Chapters 1-11
Residential Inspector s Guide: Building and Energy based on the 2009 International Residential Code Chapters 1-11 Residential Inspector s Guide Building and Energy Based on the 2009 IRC, Chapters 1-11
ESR-2961 Reissued September 1, 2011 This report is subject to renewal in two years.
ICC-ES Evaluation Report ESR-2961 Reissued September 1, 2011 This report is subject to renewal in two years. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: SHOP-APPLIED WOOD COATINGS SECTION: SHEATHING 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-1365 Reissued 04/2018 This report is subject to renewal 04/2020. DIVISION: 06 00
PFC-5804* Reissued February 1, Filing Category: DESIGN Wood
PFC-50* Reissued February 1, 2003 ICBO Evaluation Service, Inc. 530 Workman Mill Road, Whittier, California 9001 www.icboes.org Filing Category: DESIGN Wood PACIFIC WOODTECH CORPORATION PWI JOISTS PACIFIC
ESR-2894 Reissued April 2014 This report is subject to renewal April 1, 2016.
ICC-ES Evaluation Report ESR-894 Reissued April 04 This report is subject to renewal April, 0. www.icc-es.org (800) 4-87 () 99-04 A Subsidiary of the International Code Council DIVISION: 07 00 00 THERMAL
NORTHWESTERN UNIVERSITY PROJECT NAME JOB #
SECTION 26 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
HCD DSA OSHPD 1 2 1/AC AC SS SS/CC
CALIFORNIA BUILDING CODE MATRIX ADOPTION TABLE CHAPTER 25 GYPSUM BOARD AND PLASTER (Matrix Adoption Tables are non-regulatory, intended only as an aid to the user. See Chapter 1 for state agency authority
ICBO Evaluation Service, Inc Workman Mill Road, Whittier, California *Revised April 2003
PFC-5804* Reissued February 1, 2003 ICBO Evaluation Service, Inc. 5360 Workman Mill Road, Whittier, California 90601 www.icboes.org Filing Category: DESIGN Wood PACIFIC WOODTECH CORPORATION PWI JOISTS
DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: ULTRAKOTE PRODUCTS, LLC
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-1471 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 09 00
December 1, 2014 PARTIES INTERESTED IN STRUCTURAL WOOD-BASED PRODUCTS
December 1, 2014 TO: PARTIES INTERESTED IN STRUCTURAL WOOD-BASED PRODUCTS SUBJECT: Proposed Revision to the ICC-ES Acceptance Criteria for Structural Wood-Based Products, Subject AC47-1214-R2-2 (JF/PC)
SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005
SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 PROFESSIONAL SERVICE INDUSTRIES, INC. 3011 South Huson Street, Suite A Tacoma, WA 98409 Eric Allen Phone: 253 589 1804 Valid To: December 31, 2019 Certificate
DIVISION: METALS SECTION: METAL FASTENINGS REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 6587 (562) 699 054 www.icc es.org ESR 247 Reissued 2/207 This report is subject to renewal 2/209. DIVISION: 05 00 00 METALS
Sabah Shawkat Cabinet of Structural Engineering 2017
3.1-1 Continuous beams Every building, whether it is large or small, must have a structural system capable of carrying all kinds of loads - vertical, horizontal, temperature, etc. In principle, the entire