CLT The new use of timber in Australia Prepared for AIRAH Victoria Division Meeting, February 2014

Similar documents
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings. Boris Iskra Forest & Wood Products Australia

Knowledge Objectives (3 of 3)

Fire Engineering, the BCA (NCC) & Bushfire Calculator. Keith Nicholls - Manager Product Testing and Assessments (Australia) Exova Group Limited

UNDERSTANDING THE MASS TIMBER CODE PROPOSALS. A Guide for Building Officials

CHAPTER 6 TYPES OF CONSTRUCTION

Mid-rise Timber Buildings Proposal for Change. Colin MacKenzie Technical Consultant

Minnesota Healthcare Engineers Association, Fall Conference. Bob Dehler, P.E. Engineering Program Manager September 14, 2017

6-Storey Residential Buildings Combustible Construction. A Regulator s Perspective City of Richmond, BC Canada

Mid-Rise Timber Buildings Boris Iskra

Ad Hoc Committee Tall Wood Buildings IDENTIFICATION OF ISSUES (Updated June 22, 2016)

INTERIOR FINISHES CHAPTER 8

Outcomes of ICC Tall Wood Ad Hoc Committee: Proposals and Discussion

CALIFORNIA BUILDING PLANS EXAMINER CONTENT OUTLINE 01. GENERAL ADMINISTRATION 3 % Project Administration 3%

2018 IBC Chapter 6 Types of Construction

NEWS LETTER MARCH 27, 2009

INTERIOR FINISHES CHAPTER 8

INTERIOR FINISHES CHAPTER 8 SECTION 801 GENERAL

Fire Inspection and Code Enforcement, 7 th Edition. Chapter 6 Building Construction: Components Inspector II

Chapter 4 Test. Directions: Write the correct letter on the blank before each question.

CLT solid wood panels*

Pg. xiv, xv Definitions. Pg. 2 A brief history pg. 12 Codes definition. Pg. 13 The principal purpose of code. Pg. 16 IBC. PG. 27 PG.

ACTIVE FIRE PROTECTION SOLUTIONS PASSIVE FIRESTOPPING SOLUTIONS

FIRE AND SMOKE PROTECTION FEATURES

WOOD USE IN NONCOMBUSTIBLE BUILDINGS

Building Codes and Ordinances ARC 227

Timber-framed Construction for Commercial Buildings Class 5, 6, 9a & 9b

Only required in new home construction

Multi-storey timber construction in the UK IRCC workshop, Vienna 7 June 2013 Dr Julie Bregulla Dipl-Ing, PhD, CEng, FICE

6/4/2013. Fire Resistance Considerations - Prof Andy Buchanan & Andrew Dunn. Building Regulations

SECTION 702 DEFINITIONS

Appendix 3G Wood First Matrix

INTERIOR FINISHES CHAPTER 8

Executive summary. Fire Hazards of Exterior Wall Assemblies Containing Combustible Components v

SECTION RADIO FREQUENCY SHIELDING ENCLOSURE RF Modular Galvanized System

Use of Coatings to Improve Fire Resistance of Wood

FIRE AND SMOKE PROTECTION FEATURES

FIRE-RESISTANCE-RATED CONSTRUCTION

Impact of NFPA 285 on Air Barrier Specification and Design

Code Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings

The Building Standard Law of Japan

Design guide to separating distances during construction, Part 4

Shaft Wall Solutions for Wood-Frame Structures. Ricky McLain, PE, SE WoodWorks Wood Products Council Charlotte WSF, November 2, 2017

Shaft Wall Solutions for Wood-Frame Structures. Ricky McLain, PE, SE WoodWorks Wood Products Council Boston & Waltham Workshops, December 6 & 7, 2017

First Revision No NFPA [ Section No ]

First Revision No NFPA [ Section No ]

&02.1. Level 3 Alterations. Level 3 Alterations shall comply with Sections & and &

FIRE AND SMOKE PROTECTION FEATURES

DESIGN & CONSTRUCTION GUIDELINES

HCD DSA OSHPD 1 2 1/AC AC SS SS/CC CALIFORNIA BUILDING CODE 301

Fire detailing. for non-combustible masonry structures. DRAFT 30th March Cover image, branding and accreditation to be developed

The Building Codes A.R.E. Building Design and Construction Exam Prep

FOCAL POINT RENDAPANEL TM CLADDING SYSTEM

Common Firestop Issues in Wood Framed Commercial Construction

Copyright Materials. Learning Objectives. Design is in the Details: Solutions to Common to Mid Rise Design. Challenges

FireX Fire Stopping Mastic FM

Fire Safety Compliance Guide: Wall and Ceiling Linings

INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS

Façade Particulars of the UAE Code Windows, Doors & Facades Conf. 2017

Cross Laminated Timber (CLT)

Responsibilities: Effective Date: November Revision Date: January 27, VP, Facilities and Construction Management

Perimeter Fire Containment

ICC AD HOC COMMITTEE ON TALL WOOD BUILDINGS RESPONDS TO CONCERNS RAISED DURING THE PUBLIC COMMENT PERIOD

Combustible Exterior Wall Cladding Systems: An ICC Perspective

Cavity fire barriers. Cavity fire barriers. Fire separation within concealed spaces. C06 Floors and ceilings

Choosing Between Fire Retardant and Standard Core Metal Composite Material (MCM)

Façade Fire Safety Design Practice Guide

CONSTRUCTION DOCUMENTS CHECKLIST for the 2012 Michigan Building Code Including Building Permit Application Checklist

2012 IBC Inspection of Fire-resistance Rated Walls

REQUIREMENTS FOR AMMONIA REFRIGERATION SYSTEMS AND COOLROOM CONSTRUCTION. Building Code of Australia (BCA) 2010 Compliance

Shaft Wall Solutions for Wood-Frame Structures. Ricky McLain, PE, SE WoodWorks Wood Products Council Atlanta WSF, April 25, 2018

DIIM & Firestopping. Firestopping Joints FCIA 2018

CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE 01. GENERAL ADMINISTRATION 6% Project Administration 1%

Centennial Hills Skilled Nursing Facility Fire Protection Report July 13, 2016 Revised September 15, 2016 JBA Project No

Fire detailing. MMA: Guide to fire detailing in multioccupancy. for non-combustible masonry structures. DRAFT 30th March 2015

CHECKLIST Inspecting a Garage

Introduction. This Part One will address; Type 1 Fire Resistive and Type 2 Noncombustible buildings.

HOT SPRINGS FIRE DEPARTMENT EVALUATION OF DOWNTOWN LEGACY STRUCTURES Savoy Hotel Thompson Building Dugan Stewart Building May 16, 2012

COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION

Fire damper frequently asked questions for ASFP

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: STRUCTURAL PANELS REPORT HOLDER: EVALUATION SUBJECT: STRUCTURAL PANELS

For more information on any of our products and services please visit

Andy Schreder CBO Building Official for St Francis, Nowthen

Minneapolis Community and Technical College T-Building Floor 2 Student Affairs Cost Estimating Form Templates - Exhibit C

Code Compliance for Fire Resistance-Rated Assemblies in Light-Frame Buildings. John Buddy Showalter, PE VP, Technology Transfer American Wood Council

0103 Plan Reading 4% Read plans to verify the project conforms with the code, approved plans, and construction documents.

Presentation Album. Southern Cross Office Towers (Multiplex) Eureka Tower (Grocon) Melbourne Convention Centre (Multiplex)

Magnesium Oxide Board Corporation CodeMark Certificate of Conformity (CMA-CM40009 (Rev2)) Building Code of Australia Classification Summary

BBA 001 Documents included under the scope of BBA s ISO UKAS accreditation

BUILDING CODE COMMISSION

Updated references to SEI/ASCE 7 to the 2016 edition once it is available.

Residential Building Inspections

City of South Pasadena COMMUNITY IMPROVEMENT

National Occupational Standards Developer s pack for Passive Fire Protection (Construction)

1 Product. 2 Scope of Use. IGNIS PERFORMANCE SOLUTION No I01R01. Ritek XL Thermal Wall System

COPYRIGHTED MATERIAL. Contents. 1 Making Buildings 3. 3 Wood Foundations and. Preface to the Sixth Edition xi. Sitework 31

Alternative Solution Approach to Fire Design

PLANS REVIEW CRITERIA - COMMERCIAL BUILDINGS

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

Multiboard Australia is committed to leading the way in setting new standards with cutting edge technology within construction, building and design.

Technical Version: 1 December 2009 PERFORMANCE OF STEEL FRAMES IN EARTHQUAKES

Transcription:

CLT The new use of timber in Australia Prepared for AIRAH Victoria Division Meeting, February 2014 Jonathan Barnett, PhD, FIEAust, CPEng Technical Director

Is Timber the Future? 2

What is CLT Cross-Laminated Timber (CLT) is a great addition to the wood product toolbox and [will lead to] the re-introduction of woodbased applications such as 5 to 10 story buildings where heavy timber systems were used a century ago 3

7 Storey Wool Store, 1946 4

Forté - 10 Storey CLT 5

Forté - Lend Lease, Melbourne 6

Forté - World s tallest timber structure 7

What is CLT Uneven number of layers (in general three, five, seven or even more) Side-by-side placed boards (or beams), Crosswise arranged to each other normally under an angle of 90 Quasi rigidly connected by adhesive bonding. 8

What is CLT 9

Continuous bonding = quasi rigid composite action between the single layers = a very compact and versatile product Large-sized walls, floor elements and other large-sized load-bearing plane-like- as well as linear structural components. Modular dimensions can be neglected as window and door openings can be freely placed. 10

Panels are prefabricated with features such as doors, windows, and connections already cut to specification when they arrive at the construction site using computer numerical control (CNC) technology. 11

Advantages Pre-fabrication Doors, windows, and connections already cut to specification using computer numerical control (CNC) technology. Dry and clean construction technique Short erection times on site 12

Two-dimensional load transfer Low self-weight Excellent resistance to exceptional loadings Key components for reconstruction and upgrading of existing buildings 13

The components 14

All together 15

Fire Properties Flame and smoke propagation Compartment temperature Fire spread through the building 16

Protective char layer Marc Aguanno FIRE RESISTANCE TESTS ON CROSS-LAMINATED TIMBER FLOOR PANELS: AN EXPERIMENTAL AND NUMERICAL ANALYSIS, Department of Civil and Environmental Engineering Carleton University, 2013. 17

Flame and Smoke Propagation 18

Class 2 Requirements Location Surface Spread of Flame Fire isolated exits Public corridors to an exit Ceilings Walls Floors Ceilings Walls Smoke Developed 0 < 2 No Permitted? 0 < 5 Fire retardant Floors < 9 < 8 if SOF 1 > 5 Yes Elsewhere Ceilings Walls Floors < 9 < 8 if SOF > 5 Yes 1 Spread of Flame http://www.ewp.asn.au/library/downloads/ewpaa_fire_resistance.pdf 19

Surface flame spread One approach is to line CLT with plasterboard. In Forté, 13 mm plaster board lining used. 20

Post flashover compartment fire size Because the fire size is proportional to the square root of the thermal inertia, all other factors being the same, the time needed to reach the heat release rate needed for flashover in a plasterboard lined room is about 1.4 greater than that in a CLT lined room. That is, flashover is easier to achieve in a CLT room. 21

Effect of plasterboard lining 22

Effect of plasterboard lining 23

Fire spread through a building In general, the barrier effectiveness of CLT should be better than that of traditional construction. Manufactured off site Easy control of tolerances Excellent connections 24

Fire spread through a CLT panel This is a function of the FRL of the timber panel. 25

How to achieve an FRL Walls: 90/90/90 128 mm plus 13 mm plasterboard 90/90/90 158 mm Floor/ceilings: 60/60/60 146 mm 90/90/90 146 mm plus 16 mm plasterboard 120/120/120 146 mm plus 2x 16 mm plasterboard 26

Fire spread through barrier openings Large failure (open door): same in CLT or non-clt construction Small or thermal failure: typically due to penetration failures Lack of listed (tested) penetration seals (3M penetration sealant excepted) Ductwork Pipes Doors/windows 27

Testing of CRT - FRL The equivalent to AS 1530.4 Test data from North America and Europe; need to ensure tests are for the same or similar species of wood and same or similar adhesives FRL for CRT has been easy to calculate and verified with full scale tests 28

Why does this matter? BCA: Life safety (occupants including brigade) & impact on neighbor; not property protection 29

Occupant impact Minor impact on time to flashover, therefore some impact within room of origin If barrier is successful, no impact on spaces outside of room of origin 30

Fire brigade impact Fire brigade s objectives are not the same as the BCA (life safety and protection of the environment). FB needs to be able to conduct search and rescue suppression 31

Fire brigade challenge Lack of familiarity with construction (barrier performance and structural stability) Need to manage additional fuel load Potential of combustible interior finish in corridors and stairs. 32

Forté egress stair No sprinkler 33

Potential solutions Small or large scale testing for construction assemblies common to Australia Automatic sprinkler systems (required for MFB acceptance in Victoria) 34

Conclusion CLT does not create a new risk but does create a new opportunity. Details of design are critical. There is general acceptance by the AHJ in Victoria Jonathan@Olssonfire.com.au 0467 508 868 35