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ICC-ES Evaluation Report ESR-1702
C). The Hardening Times Are Noted In Table 3. 3.2.2 Threaded Rods: All Thread Rods Must Be Carbon Steel, Manufactured From Steel Complying With ASTM A307, Grade C [F. U = 60,000 Psi (400 MPa), Minimum] Or ASTM A193, Grade B7 [F. U = 125,000 Psi (860 MPa), , Minimum]. Specifications And Installation Details For Threaded Rods Are Noted In Table 1. Jan 4th, 2024
ICC-ES Evaluation Report ESR-1271
Of AISI S240 (Section D1.5 Of AISI S200 For The 2015, 2012 And 2009 IBC)]. For Screws Used In Applications Other Than Framing Connections, The Minimum Spacing Between The Fasteners Must Be Three Times The Nominal Screw Diameter And The Minimum Edge And End Distance Must Be 1.5 Times The Nominal Screw Diameter. Additionally, Under The 2009 IBC, Feb 13th, 2024
ICC-ES Evaluation Report ESR-3330
ESR-3330 | Most Widely Accepted And Trusted Page 3 Of 7 TABLE 1—HOLLO-BOLT® BLIND FASTENER TECHNICAL DATA PART NUMBER & DESCRIPTION DIMENSIONAL INFORMATION3 (inches) TECHNICAL ALLOWABLE LOADING2 Hollo-Bolt Part Number Hollo-Bolt (Core Bolt Size) Description May 15th, 2024
ICC-ES Evaluation Report ESR-1078 - FastenMaster
ESR-1078 | Most Widely Accepted And Trusted Page 2 Of 8 Specifications, 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 Through 1F Of This Report. 4.0 DESIGN AND INSTALLATION At The Minimum End And Edge Distances Listed In Table ... Mar 6th, 2024
ICC-ES Evaluation Report ESR-3187
Of ACI 318-14 Or Section 7.3.2 Of ACI 318-11 , As Applicable, With The Additional Condition That The Bar S Must Be Bent Cold, And Heating Of Reinforcing Bars To Facilitate Field Bending Is Not Permitted. 3.3 Concrete: Normal-weight Concrete Must Comply With 1903 Se Mar 2th, 2024
ICC-ES Evaluation Report ESR-4460
Accordance With ACI 31814 17.4.2 Or ACI 318- 11 D.5.2, - As Applicable, With Modifications As Described In This Section. The Basic Concrete Breakout Strength Of A Single Anchor In Tension, Nb, Must Be Calculated In Accordance With ACI 318-14 17.4.2.2 Or ACI 318-11 D.5.2.2, As Appl Jan 8th, 2024
ICC-ES Evaluation Report ESR-4266 - Hilti
ACI 318-14 17.4.2.2 Or ACI 318-11 D.5.2.2, As Applicable, Using The Values Of Hef And Kcr As Given In Table 4 And Table 5. The Nominal Concrete Breakout Strength In Tension In Regions Where Analysis Indicates No Cracking In Accordance With ACI 318-19 17.6.2.5.1, ACI 318-14 17.4.2.6 Or ACI 3 Mar 13th, 2024
ICC-ES Evaluation Report ESR-3599
Required In ACI 318-14 17.2.3 Or ACI 318-11 D.3.3, As Applicable. Strength Reduction Factors, , As Given In ACI 318-14 17.3.3 And ACI 318-11 D.4.3, As Applicable, For Cast-in Headed Anchors, Must Be Used For Load Combinations Calculated In Accordance With Section 1605.2 Of The IBC, Section 5.3 Of ACI May 11th, 2024
ICC-ES Evaluation Report ESR-2818
ACI 318-14 17.3.1 Or ACI 318-11 D.4.1, As Applicable, Except As Required In ACI 318-14 17.2.3 Or ACI 318-11 D.3.3, As Applicable. Strength Reduction Factors, , As Given In ACI 318-14 17.3.3 Or ACI 318-11 D.4.3, As Applicable, And Noted In Tables 2 And 3 Of This Report, Must Be Used Fo Mar 8th, 2024
ICC-ES Evaluation Report ESR-2935
With ACI 318-19 Sections 20.5 And 25.4.4.1 And ACI 318-14 Sections 20.6 And 25.4.4.1for The 2021, 2018 And 2015 IBC (ACI 318s 7.7 -and 11 Section 12.6.1 For The 2012 IBC), As Applicable, And Must Be Measured From The Outer Surface Of The HRC 555 Headed Reinforcing Bar’s Head. Mar 13th, 2024
ICC-ES Evaluation Report ESR-3517
ACI 318-14 (IBC 2015) And Must Be Measured From The Outer Surface Of The Splices. 5.4 Splice Locations Must Comply With The Applicable ACI 318-IBC14 ( 2015) Requirements And Must Be Noted On Plans Approved By The Code Official. 5.5 For Structures Regulated By Chapter 18 Of ACI 3 Mar 15th, 2024
ICC-ES Evaluation Report ESR-4214
2018, 2015, 2012 And 2009 International Building Code® (IBC) 2018, 2015, 2012 And 2009 International Residential Code® (IRC) Property Evaluated: Structural 2.0 USES The SaberDrive Platinum™ Screws Described In This Report Are Alternate Dowel-type, Multi-purpose Screws Used In Engineered Wood-to-wood Connection Applications. The Apr 7th, 2024
ICC-ES Evaluation Report ESR-3814 - Hilti
3.2.2.2 Hilti Safe-Set™ System: For The Elements Described In Sections 3.2.5.1 Through 3.2.5.3 And Section 3.2.6, The Hilti TE-CD Or TE-YD Hollow Carbide Drill Bit With A Carbide Drilling Head Conforming To ANSI B212.15 Must Be Used When U. Sed In Conjunction With A Vacuum H Jan 15th, 2024
ICC-ES Evaluation Report ESR-2994 Reissued August 2019 ...
Red-I Joists Are Prefabricated Wood I-joists Used As Floor Joists, Roof Rafters And Blocking Panels, To Support Code-required Loads. Red-I Joists Described In Table 1 Are Also Used As Rim Joists, To Provide The Transfer Of Vertical Loads At The Rim Joist Locat Mar 12th, 2024
ICC-ES Evaluation Report ESR-3168
6.2 Test Data In Accordance With ASTM D7031 For Bending, Compressive Stress Parallel To Longitudinal Direction (Fc), Compressive Stress Perpendicular To Longitudinal Direction (Fc┴) And Shear Stress (Fv). 7.0 IDENTIFICATION 7.1 The Deck Board And Fascia Board Described In T Jan 13th, 2024
ICC-ES Evaluation Report ESR-2151 - Duradek
Durock Cement Board Next Gen And Plywood Substrates, As Described In Section 3.2.3 Of This Report. When Installed In Accordance With This Report, The System Has A Class A Roof Classification, Class C Roof Classi Jan 12th, 2024
ICC-ES Evaluation Report ESR-3317*
3.2.1 Studs: The Shear Studs Used In The Conco Companies PSR Reinforcement Assemblies Are 3/ 8-, 1/ 2-, 5/ 8- And 3/ 4-inch-diameter (9.5, 12.7, 15.9 And 19.1 Mm) Nelson Punching Shear Resistor (PSR) Studs Recognized In ICC-ES Evaluation Report ESR-1170. The Studs Meet Th Apr 5th, 2024
ICC-ES Evaluation Report ESR-1078
Are Heat-treated. These Fasteners Depart From ANSI B18.2.1 And B18.6.1 In Thread Design, Exceed The Bending Yield Strengths Documented In Table A2 Of The 2015 Edition Of The American Wood Council (AWC) Technical Report 12, And Are Not Installed With Lead Holes In Accordance With The ANSI Feb 5th, 2024
ICC-ES Evaluation Report ESR-2273
FONTANA, CALIFORNIA 92337 (800) 942-7343 Www.jameshardie.com Info@jameshardie.com TABLE 3—WATER VAPOR PERMEANCE VALUES FOR UNVENTED SOFFIT PRODUCTS PRODUCT THICKNESS (inch) PERMEANCE (perms) 1/ 4 1.75 For SI: 1 Inch = 25.4 Mm, 1 Perm = 57 Mg/(s•m2•Pa) TABLE 4—VENTILAT Apr 9th, 2024
ICC-ES Evaluation Report ESR-1112
Tectum I Panels And Tiles Used As Acoustical Board And Suspended Ceiling Tiles Are Fabricated From 1- To 2-inch-thick (25 To 51 Mm) Material And Are Available In Various Sizes With Square, Beveled Or Face-rabbeted Edges. Panels With Face-rabbeted Edges Are Also Available In Maxim Apr 12th, 2024
ICC-ES Evaluation Report ESR-1066
Mm) On Center. All Siding Panels Used In Horizontal CERTAINTEED VINYL SIDING AND SOFFIT 18 Inches (457.2 Mm) On Center On The Underside To ADDITIONAL LISTEES: VINYL CARPENTRY 750 EAST SWEDESFORD ROAD VALLEY FORGE, PENNSYLVANIA 19482 (610) 341-7000 WOLVERINE SIDING SYSTEMS 75 Feb 2th, 2024
ICC-ES Evaluation Report ESR-1735P
Verco Decking, Inc. 4340 North 42nd Avenue Phoenix, Arizona 85019 602-272-1347 Www.vercodeck.com Evaluation Subject: Verco Steel Deck Panels: Hsb, Plb, N And Pln Roof Deck Panels B, Br, Plb, N, Pln, W2, Plw2, W3 And Plw3 Formlok Deck Panels Plb, Hsb, Pln, And N Acoustical Roof Deck Panels 9/ 16-inch (shallow) Vercor, 1 5/ 16-inch (deep)File Size: 805KB May 11th, 2024
ICC-ES Evaluation Report ESR-3267
2018 IBC Section 1507.2.7 (2015, 2012, 2009 And 2006 IBC Section 1507.2.8.2 Or 2018 And 2015 IRC Section R905.2.7 (2012, 2009 And 2006 IRC Section R905.2.7.1) As Applicable. 4.2 Installation—Reroofing: When Installed Over Existing Class A Or Class C Asphalt Shingle Roofs In Accordance With This Section, The Shingles Feb 11th, 2024
ICC-ES Evaluation Report ESR-2948
Of The 2009 And 2006 IBC. The Anchor System Is An Alternative To Cast-in-place Anchors Described In Section 1908 Of The 2012 And Section 1911 Of The 2009 And 2006 IBC. The Anchors May Also Be Used Where An Engineered Design Is Submitted In Accordance With Section R301.1.3 Of The IRC. 3.0 DESCRIPTION 3.1 Fischer FAZ II: Jan 13th, 2024
ICC-ES Evaluation Report ESR-3373
Feb 17, 2021 · With IRC Section R602.10.2 When Installed In Accordance With Table 1. The Panels Are Recognized As Equivalent To Wood Structural Panels Used In Bracing Method WSP And May Be Used With Amounts Of Bracing (lengths) Specified In 2018, 2015 And 2012 IRC Table R602.10.3(1) And 2009 IRC Table R602.10.1.2(1), Entitled “Bracing Requirements Apr 15th, 2024
