National Design Specification for Wood Construction. Copyright Materials. Learning Objectives
|
|
- Scot Glenn
- 6 years ago
- Views:
Transcription
1 National Design Specification for Wood Construction The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES for AIA members. Certificates of Completion for both AIA members and non-aia members are available upon request. This program is registered with AIA/CES for continuing professional education. As such, it does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any material of construction or any method or manner of handling, using, distributing, or dealing in any material or product. Presented by: Michelle Kam-Biron, PE, SE Director, Education Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation. Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation without written permission of the speaker is prohibited. American Wood Council 2012 Learning Objectives At the end of this program, participants will be knowledgeable of: 1. Load Resistance Factor Design (LRFD) and how it applies to wood structural design. 2. Similarities and differences with respect to ASD, design values, and behavioral equations. 3. Format and content within the 2005 NDS. 4. Changes in the 2012 NDS and Supplement relative to previous editions. 1
2 Outline NDS History 1991 Overview LRFD Primer Chapter-by-chapter discussion Changes from previous editions Summary More information NDS History IBC 2006 SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS General. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with the provisions of this section. Alternatively, compliance with the AF&PA SDPWS shall be permitted subject to the limitations therein and the limitations of this code. SECTION 2306 ALLOWABLE STRESS DESIGN Allowable stress design. The structural analysis and construction of wood elements in structures using allowable stress design shall be in accordance with the following applicable standards: American Forest & Paper Association. NDS National Design Specification for Wood Construction Load and resistance factor design. The structural analysis and construction of wood elements and structures using load and resistance factor design shall be in accordance with AF&PA NDS. 2
3 NDS and Supplement Governing Codes for Engineered Wood Design Chapters 14 Appendices 2005 SDPWS (Special Design Provisions for Wind and Seismic) html Free download Future for Engineered Wood Design 2009 IBC (International Building Code) IBC 2009 SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL- FORCE-RESISTING SYSTEMS General. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with the provisions of this section. Alternatively, compliance with the AF&PA SDPWS shall be permitted subject to the limitations therein and the limitations of this code. and the provisions of Sections 2305, 2306 and SECTION 2306 ALLOWABLE STRESS DESIGN Allowable stress design. The structural analysis and construction of wood elements in structures using allowable stress design shall be in accordance with the following applicable standards: American Forest & Paper Association. NDS National Design Specification for Wood Construction SDPWS Special Design Provisions for Wind and Seismic Load and resistance factor design. The structural analysis and construction of wood elements and structures using load and resistance factor design shall be in accordance with AF&PA NDS and AF&PA SDPWS. 3
4 NDS and Supplement Chapters 14 Appendices Engineered Wood Design 2008 SDPWS (Special Design Provisions for Wind and Seismic) mandatory mic.pdf Free download NDS 2012 Approval ANSI approval August 15, IBC Reference IBC 2009 SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL- FORCE-RESISTING SYSTEMS General. Structures using wood frame shear walls and or wood frame diaphragms to resist wind, seismic and or other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and the applicable provisions of Sections 2305, 2306 and SECTION 2306 ALLOWABLE STRESS DESIGN Allowable stress design. The design structural analysis and construction of wood elements in structures using allowable stress design shall be in accordance with the following applicable standards: American Forest & Paper Association. NDS National Design Specification for Wood Construction SDPWS Special Design Provisions for Wind and Seismic Load and resistance factor design. The structural analysis design and construction of wood elements and structures using load and resistance factor design shall be in accordance with AF&PA NDS and AF&PA SDPWS. 4
5 Engineered Wood Design 2008 SDPWS (Special Design Provisions for Wind and Seismic) mandatory mic.pdf Free download NDS and Supplement Chapters 14 Appendices Chapters 14 Appendices NDS & SDPWS Engineered Wood Design Publications Updates/Errata Comprehensive List Free download 2005 NDS & SDPWS 2012 NDS & 2008 SDPWS 5
6 Outline Design Process Overview LRFD Primer Chapter-by-chapter discussion Changes from previous editions Summary More information Demand Capacity Design Process Design Concepts Load Support Conditions Geometry Materials Performance Fire Economics Aesthetics. Demand Capacity Two Limit State concerns: safety against failure or collapse Serviceability (performance in service) 6
7 Serviceability LRFD - Safety Unfactored loads Mean (avg) material strength values Factored loads Material strength values - modified Property Variability Engineered Wood Design Normal Distribution Curves x = mean x x x x = standard deviation SCL Relative Frequency x COV x = x Coefficient of variation Load I-Joist Glulam MSR Lumber Visually Graded Lumber S > R Failure Material Property Values 7
8 Statistical Model Normal Distribution Curves for Safety Function, Z f Z = f R -f S m Z = m R -m S z 2 R 2 S Safety (or reliability ) Index Probability of Failure P f = one failure expected for x number of structures designed and built with a given Ex. = 2.7 represents 1 failure for every 100 structures or members designed. P f : 10,000, : 1,000, : 100, : 10, : 1, : : 10 m z z Probability of failure of structure Performance Distribution (Z) LRFD - Range on Structural Design Range for Strength Various Materials Low Typical High P f 1 : 25 1 : 63 1 : 251 LRFD Design Equation Demand Capacity n Q R n i=1 = Load Factor = Reliability Index = time effect factor (replaces LDF) 8
9 Allowable Stress Design What stays the same? Same basic equation format Same adjustment factors Same behavioral equations LRFD vs. ASD Three new notations -,, and K F Design loads (factored) for safety are bigger Design loads (unfactored) for serviceability are the same Material resistance values are bigger Load Duration Factor changes to Time Effect Factor LRFD vs. ASD LRFD vs. ASD ASD applied stress allowable stress Theoretical safety margin applied to material stresses LRFD Member performance factored load factored resistance factor Load factors to account for variations in loads Estimated loads Design Load Adjusted Resistance Tested material strength Estimated loads Factored Design Load Factored Design Resistance Tested member resistance Design values Design values 9
10 2012 NDS Factored Load Combinations ASCE NDS tied to ASCE 7 Factored Loads: Baseline 10 minutes (ASD uses 10 years) Permanent Long term Short term 2012 NDS NDS 2012 LRFD Specification Format Conversion Factor K F : ASD R N = R ASD Reliability indices or data confidence factors LRFD R N = K F R ASD R ASD reference strengths 10
11 2012 NDS R N = K F R ASD K F converts reference design values (ASD normal load duration) to LRFD reference resistance Why use LRFD? Ease of designing with multiple materials Does not penalize material strength for unknowns on loads Realize efficiencies with multiple transient live loads extreme event loads ASD load combinations have not been maintained in deference to LRFD load combinations Outline Overview LRFD Primer Chapter-by-chapter discussion Changes from previous editions Summary More information NDS 2012 Chapters 1. General Requirements for Building Design 2. Design Values for Structural Members 3. Design Provisions and Equations 4. Sawn Lumber 5. Structural Glued Laminated Timber 6. Round Timber Poles and Piles 7. Prefabricated Wood I-Joists 8. Structural Composite Lumber 9. Wood Structural Panels 10. Mechanical Connections 11. Dowel-Type Fasteners 12. Split Ring and Shear Plate Connectors 13. Timber Rivets 14. Shear Walls and Diaphragms 15. Special Loading Conditions 16. Fire Design of Wood Members Commentary!!! 11
12 NDS 2012 Supplement 1 Sawn Lumber Grading Agencies 2 Species Combinations 3 Section Properties 4 Reference Design Values - Lumber and Timber - Non-North American Sawn Lumber - Structural Glued Laminated Timber - MSR and MEL NDS 2012 Appendices A. Construction and Design Practices B. Load Duration (ASD Only) C. Temperature Effects D. Lateral Stability of Beams E. Local Stresses in Fastener Groups F. Design for Creep and Critical Deflection Applications G. Effective Column Length H. Lateral Stability of Columns I. Yield Limit Equations for Connections J. Solution of Hankinson Equation K. Typical Dimensions for Split Ring and Shear Plate Connectors L. Typical Dimensions for Standard Hex Bolts, Hex Lag Screws, Wood Screws, Common, Box, and Sinker Nails M. Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections N. Appendix for Load and Resistance Factor Design (LRFD) Mandatory NDS Chapter 1 Chapter 1 - Terminology f b F b ' Reference design values (F b, F t, F v, F c, F c, E, E min ) Adjusted design values (F b ', F t ', F v ', F c ', F c ', E', E min ') Allowable (changed in the 2005) 12
13 Chapter 1 Design Loads NDS Chapter 2 Reference loads Minimum load standards ASCE 7 10 Chapter 2 Adjustment Factors Adjusts from reference to site conditions C D, time-dependent C M wet service C t temperature Chapter 2 Adjustment Factors Adjust from reference conditions K F LRFD format conversion factor LRFD resistance factor Revised 13
14 Chapter 2 Adjustment Factors Wet Service Factor, C M Wet Service Conditions 30 Wood EMC % Relative Humidity % Temp 30 deg F Temp 70 deg F Temp 130 deg F Wet Service Conditions Wet Service Factor, C M %Strength at 12% Moisture Content Impact Strength Modulus of Elasticity Modulus of Rupture Crushing Strength NDS Supplement for lumber Moisture Content of Wood (%) 14
15 NDS Chapter 3 Chapter 3 Behavioral Equations ASD vs LRFD adjusted stresses from reference ASD F n = F n C D x adjustment factors LRFD F n = F n K F n x adjustment factors Chapter 3 Behavioral Equations Beams C L beam stability Chapter 3 Behavioral Equations Beams F be Equivalence F be 1.20E R ' min 2 b K E ' be 2 Rb 2012/ NDS NDS - E min adjusted for safety for both ASD and LRFD processes - R B = Slenderness Ratio Critical Buckling Design Value for bending members 15
16 Chapter 3 Behavioral Equations Columns C P column stability Chapter 3 Behavioral Equations Columns F ce equivalence F ce 0.822E le d ' min /2005 NDS K E d ' ce 2 le 2001 NDS Critical Buckling Design Value for compression members Chapter 3 Behavioral Equations E min 1.03E( (COV ))/1.66 E = reference MOE 1.03 = adjustment factor to convert E to a pure bending basis (shear-free) (use 1.05 for glulam) 1.66 = factor of safety COV E = coefficient of variation in MOE (NDS Appendix F) OR E min values published in NDS Supplement E Chapter 3 Behavioral Equations Tension members (tension parallel to grain) ASD F t = F t C D x adjustment factors LRFD F t = F t K F t x adjustment factors 16
17 Chapter 3 Behavioral Equations Wood and tension perpendicular to grain Not recommended per NDS Chapter 3 Behavioral Equations Combined bi-axial bending and axial compression initiators: notches moment connections hanging loads Chapter 3 Behavioral Equations Combined bi-axial bending and axial compression Chapter 3 Behavioral Equations Bearing perpendicular to grain F c = F c C M C t C i C b (ASD) F c = F c C M C t C i C b K f c (LRFD) New 17
18 NDS Chapter 4 Chapter 4 Lumber Design values Visually graded lumber MSR / MEL Timber Decking Chapter 4 Lumber Lumber adjustment factors K F and Chapter 4 Lumber Lumber adjustment factors New K F and 18
19 Chapter 4 Lumber Lumber adjustment factors C F - size factor Chapter 4 Lumber Lumber adjustment factors Chapter 4 Lumber Lumber adjustment factors repetitive member C r = lumber < 24 o.c. 3 or more Load distributing element NDS Chapter 5 19
20 Chapter 5 Glued Laminated Timber Significant changes New adjustment factors Stress interaction Shear reduction Clarified or added Curved members Double-tapered Tapered straight Chapter 5 Glulam New adjustment factors Stress interaction Shear reduction Chapter 5 Glulam Clarified or added Curved members Double-tapered Tapered straight Chapter 5 Glulam Adjustment factors C V volume Not cumulative with C L Min (C v, C L ) 20
21 NDS Chapter 6 Chapter 6 Poles & Piles Poles - post-frame Piles - foundations Chapter 6 Timber Piles Design values Significant changes from 2005 NDS Design values moved to NDS Supplement Chapter 6 Timber Poles 2005 NDS 2005 NDS 2012 NDS 2012 NDS 21
22 Chapter 6 Poles & Piles Adjustment factors C ct condition treatment C ls load sharing C cs critical section NDS Chapter 7 Chapter 7 I-joists Design values M, V, EI, K no changes Evaluation Reports Contain proprietary design Chapter 7 I-Joists Beam stability factor Braced compression flange C L = 1.0 Unbraced compression flange Design as unbraced column 22
23 NDS Chapter 8 Chapter 8 Structural Composite Lumber No changes from 2005 NDS Evaluation Reports Contain proprietary design Relative Frequency x = mean COV x x = x Load x SCL I-Joist Glulam MSR Lumber Visually Graded Lumber Material Property Values Chapter 8 Structural Composite Lumber Adjustment factors C V volume C v < 1.0 Not cumulative with lateral stability factor, C L then min. (C v, C L ) C v > 1.0 Cumulative with lateral stability factor, C L Chapter 8 Structural Composite Lumber Adjustment factors C r Repetitive Member Factor= 1.04 C r is different than lumber (C r lumber = 1.15) Applies to F b only 23
24 NDS Chapter 9 Chapter 9 Wood Structural Panels Design values obtain from an approved source F b S F t A F v t v F s F c A EI EA G v t v F c Chapter 9 Wood Structural Panels Adjustment factors C G - grade & construction Removed C s - panel size Clarified Moved from commentary Chapter 9 Wood Structural Panels Adjustment factors C M - wet service C t - temperature 24
25 NDS Chapter 10 Chapter 10 Mechanical Connections Design issues Reference design values Chapter 11 dowel-type connectors (nails, bolts, lag/wood screws) Chapter 12 split rings and shear plates Chapter 13 timber rivets Adjustment factors No significant changes Connections session NDS Chapter 11 Chapter 11 - Tabulated Values Consistent titles and footnotes Penetration assumptions in titles 25
26 Chapter 11 - Tabulated Values New post frame ring shank tables Based on ASTM F1667 Chapter 11 - Dowel Bearing Length Fastener Type Tip Length, E Lag Screws Wood Screws Nails & Spikes Appendix L 2D 2D E, l s, l m < p E / 2 Chapter 11 - Dowel Bearing Strength Wood Structural Panels D <¼ Chapter 11 - Perp to Grain Distance Glulam only Moisture content 26
27 NDS Chapter 12 Chapter 12 Split Rings and Shear Plates Geometry factor, C Side Grain Chapter 12 Split Rings and Shear Plates NDS Chapter 13 Geometry factor, C End Grain 27
28 Chapter 13 Timber Rivets Many applications Chapter 13 Timber Rivets Chapter 13 Timber Rivets Parallel to grain Timber rivet capacity Proper application of C D Timber Rivets Design 2005 NDS 28
29 Timber Rivets Design 2012 NDS Chapter 13 Timber Rivets Maximum distance perpendicular to grain between outermost rows of rivets shall be 12 Consistent with glulam NDS Chapter 14 NDS Chapter 14 29
30 Chapter 14 Shear Walls and Diaphragms NDS Chapter 15 ANSI / AWC SDPWS 2008 standard Recorded Webinar 2005/2008 SDPWS Diaphragm Deflection Chapter 15 Special Loading NDS Chapter 16 Built-up columns Flatwise bending check Consistent with Chapter 3 30
31 Chapter 16 Fire Design No significant changes Chapter 16 Fire (ASD) Fire resistance up to two hours Columns Beams Tension Members ASD only Products Lumber Glulam SCL Decking Chapter 16 Fire (ASD) NDS Appendices DCA 2 Design of Fire-Resistive Exposed Wood Members Limited to 1-Hour IBC Simplified approach Beams/Columns 31
32 NDS 2012 Appendices 2012 A Construction and Design Practices B Load Duration C Temperature Effects D Lateral Stability of Beams E Local Stresses in Fastener Groups F Design for Creep and Critical Deflection Applications G Effective Column Length H Lateral Stability of Columns I Yield Limit Equations for Connections J Solution of Hankinson Equation K Typical Dimensions for Split Ring and Shear Plate Connectors L Typical Dimensions for Standard Hex Bolts, Hex Lag Screws, Wood Screws, Common, Box, and Sinker Nails M Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections N Appendix for Load and Resistance Factor Design (LRFD) Appendix E Example E.8 A critical check Appendix L Appendix N 32
33 NDS Commentary Outline Overview LRFD Primer Chapter-by-chapter discussion Changes from previous editions Summary More information 2012 NDS Notable Changes Chapter 5 Glulam Chapter 6 Poles and Piles Chapter 12 Split Rings & Shear Plates NDS 2012 Supplement New nominal and minimum Timber sizes per PS Section properties distinguish lumber, P&T, B&S New Coast Sitka Spruce & Yellow Cedar values Revised Northern Species bending and tension values Clarify Timber size factor adjustments New and revised values for several foreign species Revised glulam values - primary changes to shear New Tables 6A & 6B for Timber Poles and Piles 33
34 Southern Pine Design Values Wood Design Package ALSC approves design values June 1, 2012 AWC compiles them NDS Supplement More information Ww.spib.org Support Documents 2 nd Quarter 2012 Wood Design Package NDS + Commentary NDS Supplement ASD/LRFD Manual MANUAL Print copies available then Supplement: Design Values for Wood Construction More Details White paper - Comprehensive table Section-by-section changes Structure Magazine January 2012 Engineered Wood Design NDS Changes Web.pdf Free download 34
35 More Details 2008 SDPWS (Special Design Provisions for Wind and Seismic) Changes 08.pdf Free download More Details RFDStrucEng.pdf White paper LRFD Questions? This concludes The American Institute of Architects Continuing Education Systems Course 35
John Buddy Showalter, PE Vice President, Technology Transfer American Wood Council
2015 NDS Changes John Buddy Showalter, PE Vice President, Technology Transfer American Wood Council Michelle Kam-Biron, PE, SE, SECB Director of Education American Wood Council Copyright Materials This
More informationSignificant Changes to AWC s Special Design Provisions for Wind and Seismic
Significant Changes to AWC s Special Design Provisions for Wind and Seismic Michelle Kam-Biron, PE, SE, SECB Director of Education American Wood Council Copyright Materials This presentation is protected
More informationASD and LRFD with the 2005 NDS
ASD and LRFD with the 2005 NDS Copyright 2005 American Forest & Paper Association, Inc. Welcome to the 2005 NDS! See what s new inside 1 Outline Document layout Chapter-by-chapter description Changes from
More informationStructural Design for Wind Loads: An Overview of Engineering Considerations for Wood
Structural Design for Wind Loads: An Overview of Engineering Considerations for Wood Lori Koch, PE Manager, Educational Outreach American Wood Council Buildings Copyright Materials This presentation is
More informationSignificant 2012 IBC, NDS and 2008 SDPWS Changes
www.awc.org Engineered and Traditional Wood Framing Members Significant 2012 IBC, NDS and 2008 SDPWS Changes www.awc.org Presented by: Michelle Kam-Biron, PE, SE, SECB American Wood Council - Director
More informationLearning Objectives. Copyright Materials. This presentation is protected by US and International Copyright laws. Reproduction,
The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES
More informationSpecial Inspections for Wood Construction BCD710 Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council
Special Inspections for Wood Construction BCD710 Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council Copyright Materials This presentation is protected by US and International
More information2005 EDITION ASD/LRFD MANUAL MANUAL FOR ENGINEERED WOOD CONSTRUCTION. American Forest & Paper Association. American Wood Council
2005 EDITION ASD/LRFD MANUAL MANUAL FOR ENGINEERED WOOD CONSTRUCTION American Forest & Paper Association American Wood Council May 2013 Codes and Standards Addenda and Amendments Related to Design Value
More information2005 EDITION ASD/LRFD MANUAL MANUAL FOR ENGINEERED WOOD CONSTRUCTION. American Forest & Paper Association. American Wood Council
2005 EDITION ASD/LRFD MANUAL MANUAL FOR ENGINEERED WOOD CONSTRUCTION American Forest & Paper Association American Wood Council Updates and Errata While every precaution has been taken to ensure the accuracy
More informationPrescriptive Residential Wood Deck Construction Guide with Commentary DCA IRC Version (BCD 306)
Prescriptive Residential Wood Deck Construction Guide with Commentary DCA 6-2015 IRC Version (BCD 306) Loren Ross P.E. Manager, Engineering Research American Wood Council Copyright Materials This presentation
More informationSignificant 2012 IBC, NDS and 2008 SDPWS Changes
Significant 2012 IBC, NDS and 2008 SDPWS Changes Speaker s Name Title American Wood Council Engineered and Traditional Wood Framing Members Copyright Materials This presentation is protected by US and
More information2005 ERRATA to the Edition of. the Allowable Stress Design (ASD) Manual for Engineered Wood Construction (printed version dated M)
AMERICAN FOREST & PAPER ASSOCIATION American Wood Council Engineered and Traditional Wood Products June 2005 2005 ERRATA the Allowable Stress Design (ASD) Manual for Engineered Wood Construction 93 In
More informationWOODWORKS WEBINAR - JUNE 14, 2012
W HAT W HEN W HY WOODWORKS WEBINAR - JUNE 14, 2012 Catherine Marx Kaake, P.E, CFM Senior Director, Engineered & Framing Markets Special Thanks to: WoodWorks SPIB AWC SBCA NAHB Anthony Forest Products Weyerhaeuser
More informationMid-Rise Engineering Considerations for Engineered Wood Products
Mid-Rise Engineering Considerations for Engineered Wood Products Presented by Frank Powell, P.E. Presented by [ Presenter s Name ] Please add relevant logo here Disclaimer: This presentation was developed
More informationFundamentals of Wood Design and Engineering
Fundamentals of Wood Design and Engineering Session 3 Wood Design Introduction to Wood Engineering; Codes & Standards; Load combinations, weights of building materials and tributary area; Simple beam design:
More informationPrinciples of STRUCTURAL DESIGN. Wood, Steel, and Concrete SECOND EDITION RAM S. GUPTA. CRC Press. Taylor& Francis Group
SECOND EDITION Principles of STRUCTURAL DESIGN Wood, Steel, and Concrete RAM S. GUPTA CRC Press Taylor& Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Croup, an
More informationWood Solutions Fair, 2014, Toronto
Overview of Changes to CSA O86-2014 & Structural Design Provisions for Mid-Rise in OBC Wood Solutions Fair, 2014, Toronto Jasmine Wang, Ph.D., P.Eng. Canadian Wood Council Copyright Materials This presentation
More informationChanges to the 2005 NDS Supplement Design Values for Wood Construction
Changes to the 2005 NDS Supplement Design Values for Wood Construction by Kevin Cheung, Jeff Linville, Phil Line Introduction An integral part of the National Design Specification (NDS ) for Wood Construction
More informationJoint Evaluation Report
0 Joint Evaluation Report ICC ES (800) 423 6587 (562) 699 0543 www.icc es.org 000 ESR 1040 Reissued 09/2018 Revised 03/2019 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS
More informationJoint Evaluation Report
0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-1040 Reissued 09/2016 This report is subject to renewal 09/2018. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:
More informationJoint Evaluation Report
0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-1040 Reissued 09/2018 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:
More informationMANUAL for Engineered Wood Construction 2015 EDITION
By downloading this file to your computer, you are accepting and agreeing to the terms of AWC s end-user license agreement (EULA), which may be viewed here: End User License Agreement. Copyright infringement
More informationMethod for Increased Buckling Capacity of Built-Up Beams and Columns
Method for Increased Buckling Capacity of Built-Up Beams and Columns Donald A. Bender, Robert E. Kimble, and Frank E. Woeste Abstract Built-up beams and columns made of dimension lumber fastened with nails,
More information2015 Special Design Provisions for Wind and Seismic Philip Line, P.E., John Buddy Showalter, P.E., Michelle Kam-Biron, P.E., S.E., Jason Smart, P.E.
2015 Special Design Provisions for Wind and Seismic Philip Line, P.E., John Buddy Showalter, P.E., Michelle Kam-Biron, P.E., S.E., Jason Smart, P.E. The 2015 Edition of Special Design Provisions for Wind
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: LAMINATED VENEER LUMBER REPORT HOLDER: REDBUILT LLC 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 299 Reissued 01/2019 This report is subject to renewal 01/2021. DIVISION: 06 00 00
More informationCode Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings
Code Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council Copyright This presentation is protected
More informationCode Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings
Code Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council Copyright This presentation is protected
More informationResidential Wood Deck Design
Residential Wood Deck Design EARN 0.1 ICC Continuing Education Unit (CEU) and/or AIA/CES HSW 1 Learning Unit (LU) BCD303-A Residential Wood Deck Design Description: Deck and balcony collapses injure occupants
More informationCH. 9 WOOD CONSTRUCTION
CH. 9 WOOD CONSTRUCTION PROPERTIES OF STRUCTURAL LUMBER Grading Load carrying capacity effected by: - Size and number of knots, splits & other defects - Direction of grain - Specific gravity of wood Grading
More informationCopyright Materials. John Buddy Showalter, PE VP, Technology Transfer American Wood Council
Program Registration Fire Design for Code Acceptance John Buddy Showalter, PE VP, Technology Transfer American Wood Council The Wood Products Council is a Registered Provider with The American Institute
More informationCode Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings. John Buddy Showalter, PE VP, Technology Transfer American Wood Council
Code Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings John Buddy Showalter, PE VP, Technology Transfer American Wood Council Copyright This presentation is protected by US and International
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: NAILS REPORT HOLDER: HY-TEK FASTENERS INC. EVALUATION SUBJECT: HY-TEK NAILS
0 ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org Most Widely Accepted and Trusted ESR-2648 Reissued 06/2018 Revised 10/24/2018 This report is subject to renewal 06/2020.
More informationFire Resistive Design of Exposed Timber Structures
Fire Resistive Design of Exposed Timber Structures Heavy Timber & One Hour Fire Rating Paul C. Gilham, P.E., S.E. Western Wood Structures, Inc. The Wood Products Council is a Registered Provider with The$
More informationEvaluation Report CCMC R Murphy LVL
Evaluation Report CCMC 13507-R Murphy LVL MasterFormat: 06 17 10 Evaluation issued: 2010-10-27 Re-evaluated: 2016-04-18 Revised: 2017-10-18 Re-evaluation due: 2016-10-27 1. Opinion It is the opinion of
More informationLateral load basics Code acceptance of Standard. Standard Overview 2008 Wind & Seismic Standard. Wind. Wind Load Path. IBC Section 1604.
Outline 2005/2008 Special Design Provisions for Wind & Seismic Standard Lateral load basics Code acceptance of Standard 2005/2008 Wind & Seismic Standard Overview 2008 Wind & Seismic Standard John Buddy
More informationCross-Laminated Timber (CLT) in California: Guidelines, Testing and Recommendations
Cross-Laminated Timber (CLT) in California: Guidelines, Testing and Recommendations Presented by Scott Breneman, PhD, PE, SE Senior Technical Director Scott.Breneman@woodworks.org 1 The Wood Products Council
More informationDeck Frequently Asked Questions
Deck Frequently Asked Questions Deciphering DCA6 and More (BCD307) Buddy Showalter, P.E. Vice President, Tech Transfer American Wood Council Lori Koch, P.E. Manager, Educational Outreach American Wood
More informationThe listed reference design values are for visually graded dimension lumber 2-4 inches thick
The listed reference design values are for visually graded dimension lumber 2-4 inches thick Species/ grade Bending Tension parallel Design values in pounds per square inch (psi) Shear Compression Compression
More informationJoint Evaluation Report
0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-1210 Reissued 09/2018 This report is subject to renewal 09/2020. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:
More information2012 Wood Frame Construction Manual: Wind Load Distribution on Buildings Load Paths
2012 Wood Frame Construction Manual: Wind Load Distribution on Buildings Load Paths Presented by: William L. Coulbourne, PE Copyright Materials This presentation is protected by US and International Copyright
More informationPR-L274 Nordic Structures Revised April 16, 2017
Nordic TM PR-L274 Nordic Structures Revised April 16, 2017 Products: NI-20, 40, 40x, 60, 70, 80, 80x, 90, and 90x Prefabricated Wood I-s Nordic Structures 1100 Avenue des Canadiens-de-Montréal, Suite 504
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: SHOP FABRICATED STRUCTURAL WOOD REPORT HOLDER: SWEET S JOISTS, 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 2504 Reissued 05/2018 This report is subject to renewal 05/2019. DIVISION: 06 00
More informationtwelve wood construction: materials & beams ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture twelve wood construction: materials & beams Wood Beams 1 Wood Beam Design National Design Specification National
More informationDesigning with LRFD for Wood by Robert J. Taylor, Ph.D., P.Eng., M.ASCE, Assoc. AIA
Designing with LRFD for Wood by Robert J. Taylor, Ph.D., P.Eng., M.ASCE, Assoc. AIA Many engineers (especially seasoned engineers) ask, "Why should I switch from allowable stress design (ASD) to LRFD design
More informationthirteen wood construction: materials & beams ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2016 lecture
ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2016 lecture thirteen wood construction: materials & beams Wood Beams 1 Wood Beam Design National Design Specification
More informationWIND & SEISMIC 2008 EDITION ASD/LRFD WITH COMMENTARY. American Forest & Paper Association. American Wood Council ANSI/AF&PA SDPWS-2008
2008 EDITION ANSI/AF&PA SDPWS-2008 Approval Date: August 4, 2008 ASD/LRFD WIND & SEISMIC Special Design Provisions for Wind and Seismic WITH COMMENTARY American Forest & Paper Association Updates and Errata
More informationREPORT HOLDER: MITEK USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) SOUTHCROSS DRIVE, SUITE 200 BURNSVILLE, MINNESOTA 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-2787 Reissued 05/2017 This report is subject to renewal 05/2019. DIVISION: 03 00
More informationWIND & SEISMIC 2008 EDITION ASD/LRFD WITH COMMENTARY. American Forest & Paper Association. American Wood Council ANSI/AF&PA SDPWS-2008
2008 EDITION ANSI/AF&PA SDPWS-2008 Approval Date: August 4, 2008 ASD/LRFD WIND & SEISMIC Special Design Provisions for Wind and Seismic WITH COMMENTARY American Forest & Paper Association American Wood
More informationCopyright Materials. Register for Upcoming Webinars. Possibilities with Wood in Construction
Register for Upcoming Webinars Possibilities with Wood in Construction Speaker: Dr. Marjan Popovski, PhD, FPInnovations November 16, 2011 10 am PST 11 am MST 12 noon CST 1PM EST 1 AIA/CES (HSW) LU or PDH
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: NAILS REPORT HOLDER: PASLODE, AN ILLINOIS TOOL WORKS COMPANY
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3071 Reissued 12/2017 This report is subject to renewal 12/2018. DIVISION: 06 00
More informationtwelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood Beam
More informationtwelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2016 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood Beam
More informationtwelve wood construction: materials & beams Wood Beam Design Timber Wood Properties National Design Specification
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 20178 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood National
More informationthirteen wood construction: materials & beams Timber Wood Beam Design Wood Properties
ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2018 lecture thirteen wood construction: materials & beams Wood Beams 1 Wood National Design Specification f Wood
More informationShear Wall Design Examples per 2015 WFCM and 2015 SDPWS
Shear Wall Design Examples per 2015 WFCM and 2015 SDPWS Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation
More informationtwelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood Beam
More informationLRFD EXAMPLE PROBLEMS FOR WOOD STRUCTURES LOAD AND RESISTANCE FACTOR DESIGN
LRFD LOAD AND RESISTANCE FACTOR DESIGN EXAMPLE PROBLEMS FOR WOOD STRUCTURES American Forest & Paper Association Southern Forest Products Association Wood Truss Council of America In Cooperation with the
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: SHOP FABRICATED WOOD TRUSSES REPORT HOLDER: BARRETTE STRUCTURAL DISTRIBUTION, INC.
0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 43 6587 (56) 699 0543 www.icc es.org ESR 999 Reissued 0/07 This report is subject to renewal 0/08. DIVISION: 06 00 00 WOOD, PLASTICS AND
More informationStora Enso S-LVL Laminated Veneer Lumber (LVL) TER No
(LVL) TER No. 1507-01 Stora Enso Wood Products Oy Ltd. Kanavaranta 1 PO Box 309 Helsinki Finland FL-00101 buildingandliving.storaenso.com Issue Date: February 7, 2017 Updated: May 1, 2018 Subject to Renewal:
More informationTall Wall Applications Challenges. Products Design Considerations Framing Details Fire Assemblies Innovative Solutions. Residential Construction
Wood Framed Tall Walls July 2010 AIA Course WoodWorks is a Registered Provider with the American Institute of Architects t Continuing i Education Systems. Credit earned on completion of this program will
More informationCONTINUING EDUCATION CREDITS
CONTINUING EDUCATION CREDITS All participants will automatically receive a certificate of completion via email. Please allow 2-3 weeks for your certificate to be processed. AIA/CES CEHs will be submitted
More informationInternational Beams Revised June 15, 2018
IB Series I-s PR-L252 International Beams Revised June 15, 2018 Products: IB400, 600, 800 and 900 Prefabricated Wood I-s International Beams, 240 South Pineapple Avenue, Suite 510, Sarasota, FL 34236 www.internationalbeams.com
More informationSDPWS. Special Design Provisions for Wind & Seismic 2015 EDITION
SDPWS Special Design Provisions for Wind & Seismic 2015 EDITION ANSI/AWC SDPWS-2015 Approval date September 8, 2014 Updates and Errata While every precaution has been taken to ensure the accuracy of this
More informationWELCOME! Copyright Materials. Credit Information. Welcome! We will begin in a few minutes. by the sign in table for today s drawing.
WELCOME! Welcome! We will begin in a few minutes. Please drop a business card or name card in the bowl d d i b l by the sign in table for today s drawing. Copyright Materials This presentation is protected
More information2008 Special Design Provisions for Wind and Seismic
2008 Special Design Provisions for Wind and Seismic Philip Line, P.E., Bradford K. Douglas, P.E., and Peter Mazikins, P.Eng. Introduction The 2008 edition of the Special Design Provisions for Wind and
More informationstructural design of mass timber framing systems
structural design of mass timber framing systems nwwood design symposium -seattle davin lewis, p.e., p.eng. fast +epp july19, 2018 Disclaimer: This presentation was developed by a third party and is not
More informationEvaluation Report CCMC R LP SolidStart LVL
Evaluation Report CCMC 11518-R LP SolidStart LVL MASTERFORMAT: 06 17 10.01 Evaluation issued: 1987-06-03 Revised: 2015-01-13 Re-evaluation due: 2018-04-27 1. Opinion It is the opinion of the Canadian Construction
More informationAISC Live Webinars. Thank you for joining our live webinar today. We will begin shortly. Please standby.
AISC Live Webinars Thank you for joining our live webinar today. We will begin shortly. Please standby. Thank you. Need Help? Call ReadyTalk Support: 800.843.9166 Today s audio will be broadcast through
More informationLateral Design of Mid- Rise Wood Structures
Lateral Design of Mid- Rise Wood Structures Presented by Ricky McLain, MS, PE, SE Technical Director WoodWorks Texas Workshops December, 2016 Insert picture of me graduating college Follow the load Following
More informationBolted Wood Connections Loaded Perpendicular-to-Grain: Effect of Wood Species
Suary Bolted Wood Connections Loaded Perpendicular-to-Grain: Effect of Wood Species Ryan Habkirk, MASc. Graduate Student Pierre Quenneville Professor and head of Civil Engineering Department Royal Military
More informationEvaluation Report CCMC R Parallam PSL
Evaluation Report CCMC 11161-R Parallam PSL MasterFormat: 06 17 10 Evaluation issued: 1986-04-03 Re-evaluated: 2015-05-25 Revised: 2017-01-11 Re-evaluation due: 2017-06-14 1. Opinion It is the opinion
More informationExposed Wood in Fire Resistive Applications
Please add relevant logo here Exposed Wood in Fire Resistive Applications David Barber, Arup Disclaimer: This presentation was developed by a third party and is not funded by WoodWorks or the Softwood
More informationESR-2604* Reissued January 1, 2011 This report is subject to renewal in two years.
ICC-ES Evaluation Report www.icc-es.org (800) -87 () 99-0 ESR-0* Reissued January, 0 This report is subject to renewal in two years. A Subsidiary of the International Code Council DIVISION: 0 00 00 WOOD,
More informationTr T e r a e t a e t d e d G l G u l l u a l m a
Treated Glulam Eastern Engineered Wood Products Our total focus on the engineered wood products business is what distinguishes us. At Eastern Engineered Wood Products we take pride in providing our customers
More informationSECTION PLATE CONNECTED WOOD TRUSSES
SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:
More informationPacific Woodtech Corporation Revised January 26, 2018
PWI s PR-L262 Pacific Woodtech Corporation Revised January 26, 2018 Products: PWI-20, 30, 40, 45, 47, 50, 60, 70, 77, 77w, and 90 Series I-joists Pacific Woodtech Corporation, 1850 Park Lane, Burlington,
More informationLamco Laminated Finger Jointed Lumber (LFL ) TER No
Lamco Laminated Finger Jointed Lumber (LFL ) TER No. 1211-01 Produits Forestiers Lamco Inc. 760 Chemin de la Moraine Saint-Felicien, Quebec G8K 0A1 Canada 418-679-2647 jgirard@pflamco.com lamcoforest.com
More informationstructural design of mass timber framing systems
structural design of mass timber framing systems northeast wood design symposium tanya luthi, p.e. fast +epp september26, 2018 Disclaimer: This presentation was developed by a third party and is not funded
More informationTrusted WOOD I JOISTS SECTION: 06 ON WEB i. Conformity! ICC-ES Evaluation. 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 2974 Reissued 07/4 This report is subject to renewal 07/5. DIVISION: 06 00 00 WOOD, PLASTICS
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: SHEAR WALL PANELS REPORT HOLDER: SIMPSON STRONG-TIE COMPANY 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-2652 Reissued 04/2018 This report is subject to renewal 04/2019. DIVISION: 06 00
More informationWood Shear Wall Design Examples For Wind
Wood Design Examples For Wind EARN 0.1 ICC Continuing Education Unit (CEU) and/or AIA/CES HSW 1 Learning Unit (LU) DES413-A Wood Design Examples for Wind Description: In this article, a wood frame shear
More informationTrusted ICC ES TEK USA, 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 3105 Reissued 08/2017 Revised 10/2018 This report is subject to renewal 08/2019.
More informationKING BEAM 3000 and BOISE GLULAM PR-L313 Boise Cascade Wood Products, L.L.C. Revised May 29, 2017
KING BEAM 3000 and BOISE GLULAM PR-L313 Boise Cascade Wood Products, L.L.C. Revised May 29, 2017 Products: KING BEAM 3000 and BOISE GLULAM Boise Cascade Wood Products, L.L.C., P.O. Box 185, 4318 Pioneer
More informationRB 133 RIM BOARD PRODUCT STANDARD. Version 2.3
RB 133 RIM BOARD PRODUCT STANDARD Version 2.3 October 1, 2013 No part of this publication may be reproduced or used in any form or by any means without the written consent of Timberco Inc. dba TECO. Inquiries
More informationMurphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised May 30, 2013
Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised May 30, 2013 Product: 2250F b -1.5E, 2600F b -1.7E, 2750F b -1.8E, 2850F b -1.9E, 2950F b -2.0E, 3100F b -2.0E, and 3100F
More informationLVL Product Guide 2.0E LVL 1.5E LVL
LVL Product Guide 2.0E LVL 1.5E LVL Our Company Anthony Forest Products Company, a family-owned business founded in 1916, is headquartered in El Dorado, Arkansas. The company operates a southern pine lumber
More informationAMERICAN LUMBER STANDARD COMMITTEE, INCORPORATED POLICY FOR EVALUATION OF RECOMMENDED SPANS FOR SPAN RATED DECKING PRODUCTS
AMERICAN LUMBER STANDARD COMMITTEE, INCORPORATED POLICY FOR EVALUATION OF RECOMMENDED SPANS FOR SPAN RATED DECKING PRODUCTS The Board of Review is authorized to use the information within this policy to
More informationAmerican Institute of Timber Construction 7012 South Revere Parkway Suite 140 Centennial, CO Phone: 303/ Fax: 303/
7012 South Revere Parkway Suite 140 Centennial, CO 80112 form per section/change. All information is mandatory, failure to include all information may result in your ballot being excluded from consideration
More informationIAPMO UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR JOIST HANGERS AND MISCELLANEOUS CONNECTORS
IAPMO UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR JOIST HANGERS AND MISCELLANEOUS CONNECTORS EC 002-2017 (Adopted June 2007, Revised August 2017) 1.0 INTRODUCTION 1.1 Purpose: The purpose of this
More informationOriginally Issued: 02/11/2011 Revised: 02/23/2018 Valid Through: 02/28/2019
MITEK USA, INC. USP HOLDOWN AND TENSION-TIE CONNECTORS CSI Section: 06 05 23 Wood, Plastic and Composite Fastenings 1.0 RECOGNITION MiTek USA, Inc. USP holdown and tension-tie connectors recognized in
More informationMaximum Spans Southern Pine Joists & Rafters
Maximum Spans Southern Pine Joists & Rafters VISUALLY GRADED LUMBER MACHINE STRESS RATED (MSR) MACHINE EVALUATED LUMBER (MEL) www.southernpine.com CONTENTS INDEX TO TABLES Floor and Rafter Framing Diagrams.......
More informationMurphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised January 24, 2017
Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised January 24, 2017 Product: 2250Fb-1.5E, 2600Fb-1.7E, 2750Fb-1.8E, 2850Fb-1.9E, 2950Fb-2.0E, 3100Fb-2.0E, and 3100Fb-2.2E Murphy
More informationOUR COMPANY OUR WARRANTY OUR GUARANTEE
DESIGN MANUAL-USA FRAMED BY QUALITY BUILT WITH SUCCESS OUR COMPANY At International Beams Inc. we take pride in providing our customers with premium quality products and services. Our full range of engineered
More informationCopyright Materials. Learning Objectives. Design is in the Details: Solutions to Common to Mid Rise Design. Challenges
Design is in the Details: Solutions to Common to Mid Rise Design Challenges The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES).
More informationEvaluation Report CCMC R TimberStrand LSL
Evaluation Report CCMC 12627-R TimberStrand LSL MASTERFORMAT: 06 17 10 Evaluation issued: 1994-09-28 Re-evaluated: 2015-05-21 Re-evaluation due: 2015-09-28 1. Opinion It is the opinion of the Canadian
More informationREPORT HOLDER: MITEK USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) SOUTHCROSS DRIVE, SUITE 200 BURNSVILLE, MINNESOTA EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 43 6587 (56) 699 0543 www.icc es.org ESR 3754 Reissued 09/07 This report is subject to renewal 09/09. DIVISION: 03 00 00 CONCRETE
More informationStructural Composite Lumber (SCL)
Prefabricated Wood I-Joists Structural Composite Lumber (SCL) Laminated Veneer Lumber (LVL) Parallel Strand Lumber (PSL) Laminated Strand Lumber (LSL) Oriented Strand Lumber (OSL) Other EWP Products Plywood
More informationDetermining Allowable Design Values for Wood
PDHonline ourse S246 (3 PDH) Determining Allowable Design Values for Wood Instructor: Richard E. Nolan, PE 2012 PDH Online PDH enter 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088
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-3446 Reissued 10/2018 This report is subject to renewal 10/2020. DIVISION: 06 00
More informationIBC 2015 and Cold-Formed Steel Design Standards and Design Aids. Roger LaBoube Wei-Wen Yu Center for Cold-Formed Steel Structures
IBC 2015 and Cold-Formed Steel Design Standards and Design Aids Roger LaBoube Wei-Wen Yu Center for Cold-Formed Steel Structures AISI Specifications 1946 1 st edition 2012 13 th edition 1946 Specification
More information