Code Compliant Fire- Resistance Design for Wood Construction … · walls, fire walls, fire barriers, and fire partitions, considering performance expectations, code requirements,

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Copyright © 2018 American Wood Council1

Code Compliant Fire-Resistance Design for Wood Construction(BCD220-V2)

Michelle Kam-Biron, PE, SE, SECBSenior Director, EducationAmerican Wood Council

E n t e r P r e s e n t a t i o n T i t l e H e r e 2

“The Wood Products Council” is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES), Provider #G516.Credit(s) earned on completion of this course 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 course 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.____________________________Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation.

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COURSE DESCRIPTION

Determining the proper code application for fire resistant wood frame assemblies and exposed wood structural members can be challenging and is often further complicated with increases in a project’s size and scale. In a building environment where the ability to maximize height and area is key to cost effectiveness, designers must understand the gamut of fire protection considerations applicable to wood structures. This presentation will include code requirements, compliance options and nuances related to assembly selection for required fire resistance-rated floor/ceilings and roof/ceilings, interior and exterior walls, fire barriers, fire partitions, and fire walls. Topics will also include distinctions between fire-resistive elements for separation vs. type of construction.

Fire-Resistant Design for Wood Construction


LEARNING OBJECTIVESUpon completion, participants will be better able to:

Apply approved methods and alternatives for establishing the fire resistance of wood building elements.

Discuss the differences in the various requirements for interior and exterior walls, fire walls, fire barriers, and fire partitions, considering performance expectations, code requirements, and appropriate application.

Understand the paths to achieving code-compliant, fire resistance-rated wood frame assemblies and exposed wood members as outlined by the 2015 IBC.

Recognize important nuances in the various methods for demonstrating fire resistance including: tested assemblies, prescriptive designs, calculations, and engineering analysis.

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ABOUT AWCCodes and StandardsGreen BuildingManufacturing Environmental RegulationAdvocacy and Public Policy


CODE ASSISTANCE – AWC FIELD STAFF

Dave TyreeSouth Central

[email protected]

DennisRichardson

[email protected]

707-538-2786

Jim SmithMidwest

[email protected]; 608-635-6635

Matt HunterNortheast

[email protected];484-353-2509

Sam FrancisNational Director

[email protected]; 610-869-4774

Paul CoatsSoutheast

[email protected]


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Education Resourceswww.awc.org/education

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In-Person SeminarsMonthly Webinars

eCoursesCEUs Available



Education Resourceswww.awc.org

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• Outline – principles of fire resistance design1. Establish the minimum construction type2. Know the reason for the fire resistance3. Know the options for establishing fire resistance


E n t e r P r e s e n t a t i o n T i t l e H e r e 1 0

INTRODUCTION

• The IBC:• Controls building size• Regulates types of materials• Stipulates fire resistance


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INTRODUCTION

• Building size is determined by:• Tabular values• Factors allowing

increases• Frontage• Sprinkler systems• Special Provisions (IBC

510)Fire-Resistant Design for Wood Construction


INTRODUCTION

• Building size is determined by:• Tabular values• Factors allowing

increases• Frontage• Sprinkler systems• Special Provisions (IBC

510)Fire-Resistant Design for Wood Construction

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INTRODUCTION

• Tabular values are based on:• Use of building (occupancy)• Type of construction• Existence of NFPA 13 sprinkler system


p. 8


INTRODUCTION

• Tabular values are based on:• Use of building (occupancy)• Type of construction• Existence of sprinkler system


p. 8

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INTRODUCTION

• Occupancy will determine:• Number of occupants• Capability of occupants• Fuel load



INTRODUCTION


• Concept Fire and Smoke Protection include:• Structural fire-

resistance• Limitation of Fire

Spread• Protection of Exitways• Radiant Heat Exposure • Restriction of Smoke

Movement

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First principle of fire resistance:

Establish the minimumrequired construction type.



FIRST – MINIMUM CONSTRUCTION TYPE

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p. 8

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p. 8




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p. 37

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p. 37



• The minimum construction type:• Can be independent of

materials chosen• Allows greatest

flexibility for materials use


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• The minimum construction type:• Should take into

account the final size of building with all future expansions in mind



Second principle of fire resistance:

Know the reason for the fire resistance.


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SECOND – REASON FOR THE FIRE RESISTANCE


• Building elements (walls, floors, roofs) rated per construction type (704):• Have general protection requirements in

704• Do not require opening/penetration

protection• Have ratings based on Table 601




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• Exterior walls (705):• Have unique structural, continuity, and

opening/penetration protection requirements

• Have material requirements based on construction type

• Have ratings based on proximity to lot lines• Required to be rated for exposure to both

sides of the wall only when FSD <10 ft. (otherwise interior side of wall is the exposed side for testing)




FRR

FRR

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Bldg. 2

lot l

ine

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• Fire walls (706):• Define separate buildings• Have unique structural, continuity, and


• Have materials requirements based on type of construction (Type V may be wood)

• Have ratings based on occupancy




• Fire barriers (707):• Create fire resistant separations• Have unique continuity and


• May have any materials permitted by the construction type

• Have ratings based on function• shaft enclosures, exit enclosures, occupancy

separations, hazardous material control areas, fire areas, atrium protection, and others

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• Fire partitions (708):• Create fire resistant separations• Have unique continuity and


• May have any materials permitted by the construction type

• Have ratings based on function and sprinkler protection

• Dwelling unit separation, tenant space separation, corridor walls, elevator lobby separation

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• Horizontal assemblies (711):• Have unique continuity and


• Have requirements for supporting construction

• Have ratings based on function




• Penetrations protection (714)

• Openings protection (716)

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SECOND – REASON FOR FIRE RESISTANCE

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SECOND – REASON FOR FIRE RESISTANCE

IBC 704.2 and 704.3 No additional fireproofing required for the column

in the assembly


Third principle of fire resistance:

Know your options for establishing fire resistance.


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THIRD – OPTIONS FOR FIRE RESISTANCE


• Methods for establishing fire resistance (703):1. Tested fire assembly (ASTM E119 or UL 263)2. Fire-resistance designs documented in approved

sources3. Prescriptive assemblies using fire-resistance rated

designs in Section 7214. Calculation of fire-resistance per Section 7225. Engineering analysis based on a comparison of

building element, component or assembly designs that have been tested

6. Alternative protection methods per Section 104.117. Fire-resistance designs certified by an approved

agency




• Tested assembly:• ASTM E119/UL

263 test• May be listed in

fire resistance directories

• Approval may be based on listing or the test report

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• Documentation in approved source:• AWC DCA 3 is

one example• Fire-Resistive

Wood Wall and Floor/Ceiling Assemblies

• ASTM E119 or UL 263

• NFPA 251




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• Prescriptive assemblies from the code (721):• Based on ASTM

E119 or UL 263 testing




• Calculated fire resistance (722.6):• Component Additive

Method (CAM)• Calculated fire

resistance of exposed wood members per Chapter 16 of the NDS

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• ASTM E119 test:• 5-ply CLT (6-7/8”)• Single layer 5/8”

Type X wallboard each side

• Achieved 3 hrs. 6 min.

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agency

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1. The “thermal” fire endurance of a construction consisting of a number of parallel layers is greater than the sum of the "thermal" fire endurance’s characteristic of the individual layers when exposed separately to fire.

2. The fire endurance of a construction does not decrease with the addition of further layers.

3. The fire endurance of constructions containing continuous air gaps or cavities is greater than the fire endurance of similar constructions of the same weight, but containing no air gaps or cavities.

4. The farther an air gap or cavity is located from the exposed surface, the more beneficial is its effect on the fire endurance.

5. Increasing the thickness of a completely enclosed air layer cannot increase the fire endurance of a construction.

Harmathy’s “Ten Rules of Fire Endurance Ratings”




6. Layers of materials of low thermal conductivity are better utilized on that side of the construction on which fire is more likely to happen.

7. The fire endurance of asymmetrical constructions depends on the direction of heat flow.

8. The presence of moisture, if it does not result in explosive spalling, increases the fire endurance.

9. Load-supporting elements, such as beams, girders and joists, yield higher fire endurance’s when subjected to fire endurance tests as parts of floor, roof, or ceiling assemblies than they would when tested separately.

10. The load-supporting elements (beams, girders, joists, etc.) of a floor, roof, or ceiling assembly can be replaced by such other load-supporting elements which, when tested separately, yielded fire endurance’s not less than that of the assembly.

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agency









agency

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• Protections of connections in the NDS:• Section 16.3• Protection can be

provided by wood or fire-rated gypsum board




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PRECAUTIONS DURING CONSTRUCTION





• IBC/IFC Chapters 33:• Fire-fighting vehicle access and water supply (3310 and

3312) • Requirements for a fire watch, a fire protection

superintendent, and prevention program (3304 and 3308)

• Extensive hot work and roofing requirements (3304, Chapter 35, and 3317)

• Fire extinguishers (3309)• Standpipes (3311)• Temporary heating equipment (3303)• Emergency phones (3309)

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www.constructionfiresafety.org

Outcomes of ICC Tall Wood Ad Hoc Committee: Proposals and Discussion DES605

Sam Francis, C.B.O.Senior Director, National ProgramsAmerican Wood Council

Paul Coats, P.E., C.B.O.Southeast Regional ManagerAmerican Wood Council

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O u t c o m e s o f I C C T a l l W o o d A d H o c C o m m i t t e e – D E S 6 0 5 7 3

IBC PRINCIPLES FOR HEAVY TIMBER AND MASS TIMBER

Cross-Laminated Timber (CLT)


IBC PRINCIPLES FOR HEAVY TIMBER AND MASS TIMBER

mass timber ≠ conventional frame

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ATF FIRE TEST SCENARIOS

Test Description Date Duration

Test 1 All mass timber surfaces protected with 2 layers of 5/8” Type X GWB 5/23/17 3 hours

Test 2 30% of CLT ceiling area in living room and bedroom exposed 5/31/17 4 hours

Test 3Two opposing CLT walls exposed – one in bedroom and one in living room

(there is a partition wall)6/20/17 4 hours

Test 4All mass timber surfaces fully exposed in bedroom and living room.

Sprinklered – normal activation6/27/17

6

minutes

Test 5All mass timber surfaces fully exposed in bedroom and living room (except

bathroom). Sprinklered – 20 min delayed activation6/29/17 30 minutes

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14 TALL MASS TIMBER CODE CHANGES

IBC Section 602.4 Type IV construction (G108-18)

IBC Section 703.8 Tested noncombustible protection contribution (FS5-18)

IBC Section 722.7 Calculated noncombustible protection contribution (FS81-18)

IBC Section 703.9 Sealing of adjacent mass timber elements (FS6-18)

IBC Section 718.2.1 Fireblocking materials (FS73-18)

IBC Section 403.3.2 High rise sprinkler water supply (G28-18)

IFC Section 701.6 Owner’s responsibility (F88-18)

IFC Section 3314.7 Fire safety during construction (F266-18)

IBC Table 504.3 (G75-18)

IBC Table 504.4 (G80-18)

IBC Table 506.2 (G84-18)

IBC Section 3102.3 Special construction (G146-18)

IBC Appendix D Fire Districts (G152-18)

IBC Sections 508.4.4.1 and 509.4.1.1 Fire barriers at separated occupancies and incidental uses (G89-18)

www.awc.org/tallmasstimber


I-CODE DEVELOPMENT

https://www.iccsafe.org/gr/Documents/HSTTP/ICC_CodeDevelopmentProcess.pdf

https://www.iccsafe.org/codes-tech-support/codes/code-development/current-code-development-cycle/

8-Step I-Code Development Cycle 2018

1. January 8 (ext. Jan. 11) - Code Changes Submitted2. February 28 - Code Changes Posted3. April 15-23 - Committee Action Hearing (Public Hearing)4. May 15 - Committee Action Hearing Results Posted5. June 1-July 16 - Public Comments Sought on Committee

Action Hearing Results6. August 31 - Public Comments Posted7. Oct 24-31 - Public Comment Hearing8. Fall 2020 - New Edition is Published

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I-CODE DEVELOPMENT


OREGON APPROVED ICC MASS TIMBER CODE CHANGE

https://www.oregon.gov/bcd/codes-

stand/Documents/sam-18-01-tallwoodbldgs.pdf

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AWC ECOURSE

https://awc.org/education/main/lists/des-design-considerations/des605-outcomes-of-icc-tall-wood-adhoc-committee-proposals-and-discussion

AWC recorded webinar

T h i s p r e s e n t a t i o n i s p r o t e c t e d b y U S a n d I n t e r n a t i o n a l C o p y r i g h t l a w s . R e p r o d u c t i o n , d i s t r i b u t i o n , d i s p l a y a n d u s e o f t h e p r e s e n t a t i o n w i t h o u t w r i t t e n p e r m i s s i o n o f A m e r i c a n W o o d C o u n c i l ( A W C ) i s

p r o h i b i t e d . © A m e r i c a n W o o d C o u n c i l 2 0 1 7

in [email protected] | www.awc.org

This concludes the American Institute of Architects Continuing Education Systems Course