International Fire Code - Texas Association of Homes and Services ...

Keeping All Communities Safe: 

Life Safety Concepts Apply to Both 

Non-Licensed 

And Licensed Facilities 

Eric Kellen 

Larry Beauvais 

EK Life Safety Consulting, LLC 

Houston, Texas 

© 2012 EK Life Safety Consulting, LLC

Introduction 

EK Life Safety Consulting launched in early 2006. 

The founder, Eric Kellen, was a DADS surveyor in the Houston region. 

EK Life Safety Consulting, LLC, helps long term care facilities meet the Life 

Safety and State licensure requirements for both new construction and 

existing buildings. 

© 2012 EK Life Safety Consulting,

Introduction 

Larry Beauvais joined EK Life Safety Consulting in early 2012, 

after retiring as a the Life Safety Program Manager from DADS 

Houston Region. 

Larry Beauvais is a Professional Engineer and a graduate of the 

University of Alabama. 

© 2012 EK Life Safety Consulting,

Preview 

• What are the fire and life safety requirements for 

HUD financed properties? 

• Where do these requirements come from? 

• How are HUD properties and Assisted Living 

properties fire and life safety requirements similar? 

• Does your building really meet these requirements? 

• General Concepts of Life Safety 


© 2012 EK Life Safety Consulting, 

LLC 

There is no reference in the Federal HUD 

Requirements directly to any building or life safety 

code, but there is a requirement that HUD 

occupancies meet local codes. 

In Texas, the local codes are the International Building 

Code (IBC) and its associated International Fire Code 

(IFC) with local amendments.

HUD Requirements: 

Code of Federal Regulations 

§ 5.703 Physical condition standards for HUD housing that is decent, 

safe, sanitary and in good repair. 

(f) Health and safety concerns. All areas and 

components of the housing must be free of health 

and safety hazards. These areas include, but are 

not limited to, air quality, electrical hazards, 

elevators, emergency/fire exits, flammable 

materials, garbage and debris, handrail hazards, 

infestation, and lead-based paint. 


HUD Requirements: 

Code of Federal Regulations 

§ 5.703 Physical condition standards for HUD housing that is decent, 

safe, sanitary and in good repair. 

(g) Compliance with State and local codes. The 

physical condition standards in this section do not 

supersede or preempt State and local codes for 

building and maintenance with which HUD housing 

must comply. HUD housing must continue to 

adhere to these codes. 


What About Assisted Living Facilities? 

• Assisted Living buildings must also be built to 

the same International Building Code and 

International Fire Code requirements. 

• In addition, Assisted Living buildings must 

comply with State Licensure and accordingly, 

NFPA 101 Life Safety Code. 

• Assisted Living must meet both the IBC and 

NFPA 101! 


Comparison of Occupancy 

Requirements 

HUD Requirements 

(a) International Building 

Code 

(b) International Fire Code 

(c) Local or City 

Ordinances 

AL Requirements 

International Building Code 

International Fire Code 

Local or City Ordinances 

Texas State Standards 

NFPA 101 Life Safety Code 


What Is The International Code Council? 

The International Code Council is a member-focused 

association dedicated to helping the building safety 

community and construction industry provide safe, sustainable 

and affordable construction through the development of codes 

and standards used in the design, build and compliance 

process. 

The Mission of the International Code Council is to provide the 

highest quality codes, standards, products, and services for all 

concerned with the safety and performance of the built 

environment. 


What Is The National Fire Protection Association? 

The National Fire Protection Association (NFPA) is an 

international nonprofit organization that was established in 

1896. The company’s mission is to reduce the worldwide 

burden of fire and other hazards on the quality of life by 

providing and advocating consensus codes and standards, 

research, training, and education. 


The purpose of the NFPA Life Safety Code is more 

focused on protection of people in a building, while the 

IBC and IFC are more focused on how to construct a 

building. 

Despite the seeming disparity of the two separate codes, 

there are many similarities between the National Fire 

Protection Life Safety Codes, and the codes of the 

International Code Council (which incorporates both the 

International Building Code and the International Fire Code). 


Life Safety Compliance Is More Than A Construction 

Requirement, It Must Be Monitored Continuously 

And By All Staff Members. 

Many potential Life Safety issues can be discovered 

through Plan Reviews, and during construction phases 

before project completion. 

Unfortunately, many Life Safety issues remain 

undiscovered during and after construction and must be 

corrected later while the building is occupied. 

Some deficiencies, even serious ones, are not 

discovered until a fire occurs!

Life Safety Compliance Is More Than A Construction 

Requirement, It Must Be Monitored Continuously 

And By All Staff Members. 

For many reasons, most buildings do not meet fire and 

Life Safety requirements even after inspections by Fire 

Marshals, Fire Alarm and Sprinkler Contractors, and 

DADS. 

Most buildings have potentially life threatening 

deficiencies related to fire and Life Safety! 

A Life Safety review of any occupancy must not be a onetime 

event. Rather, organizational leaders should 

regularly review Life Safety concepts to ensure the 

building is safe for the residents served.

“Countdown to Disaster” 

This video addresses two important concepts about fire that few 

people are aware of: 

(a) Smoke Travel 

(b) Flashover

General Concepts of Life Safety 

• Construction Type 

• Compartmentation 

• Fire Alarm Systems 

• Sprinkler Systems 

• Means of Egress

I. Construction Type


LLC 

What is meant by “Construction Type”? 

Construction Type refers to the material used in the loadbearing 

parts of a building. These materials typically are 

concrete, steel, or wood. 

In addition to the type of material used, the construction type 

label will include a number to indicate the fire rating of the 

construction. 

For example, Type V (111) indicates wood construction and a 

one-hour fire rating of the building.

Wood Construction

Steel Construction

Concrete Construction

© 2012 National Fire Protection 

Association 

Why Is Construction Type Important? 

• Construction Type is important because it 

prevents the building from collapsing before 

all occupants can escape. 

• The slower the occupants, the longer the 

building must stand. Do you have any slow 

occupants in your building? 

• The taller the building, the longer it takes for 

occupants to get to the ground floor and out 

of the building.

Evacuation Capability 

• Prompt – Able to recognize a danger and evacuate 

quickly. Least building protection required. 

• Slow – Able to recognize a danger and evacuate 

slowly or with minor assistance. Some building 

protection required. 

• Impractical – Not expected to evacuate without 

rescuer assistance. Maximum building protection 

required.

Construction Type must be completed correctly 

when the building is constructed and it must be 

maintained correctly over the life of the building. 

The most important concept is that there should be 

no unprotected holes in any wall, in any occupancy. 

Question: What is wrong with the 

following picture?


LLC

II. Compartmentation


LLC 

Why Is The Concept Of 

Compartmentation Important? 

• Compartmentation helps prevent injuries to 

residents outside the compartment where a fire 

originates. 

• By dividing a building into smaller compartments, 

evacuation efforts can be concentrated into a 

smaller area. 

• Compartments are separated by Smoke Barriers 

or Fire Barriers.


LLC 

What Are Smoke And Fire Barriers? 

• Smoke and Fire Barriers are effective structures 

that confine fire and smoke to a smaller space. 

• Smoke and fire barriers must extend from an 

outside wall to an outside wall, and from floor to 

floor, or floor to roof deck; all penetrations (pipes, 

air ducts, wires, doors, anything) must be sealed to 

block smoke and fire from passing through. 

• If smoke or fire is able to pass through or around, 

the barrier is not effective.

A Short Introduction To UL Fire Rated 

Assemblies, Simple Wall 

Design No. U314 

BXUV.U314 

Fire Resistance Ratings - ANSI/UL 263

1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC, effectively fire stopped. 

2. Gypsum Board* — 5/8 in. thick, 24 to 54 in. wide. Gypsum boards nailed to 

studs and bearing plates 7 in. OC with 6d cement coated nails 1-7/8 in. long, 

0.0915 in. shank diam and 1/4 in. diam head. When used in widths other than 

48 in., gypsum panels to be installed horizontally. 

CGC INC — Types AR, IP-AR, IP-X1, SCX, SHX, ULX, WRX. 

UNITED STATES GYPSUM CO — Type AR, FRX-G, IP-AR, IP-X1, SCX, 

SHX, ULX or WRX. 

USG MEXICO S A DE C V — Type AR, IP-AR, IP-X1, SCX, SHX, ULX, WRX. 

*Bearing the UL Classification Mark

A Short Introduction To UL Fire Rated 

Assemblies, Roof-Ceiling 

Design No. P531 

BXUV.P531 

Fire Resistance Ratings - ANSI/UL 263

1. Roofing System* ― Any UL Class A, B or C Roofing System (TGFU) or Prepared Roof Covering (TFWZ) acceptable for use over nom 

15/32 in. thick wood structural panels, min. grade "C-D" or "Sheathing". Nom 15/32 in. thick wood structural panels secured to trusses 

with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater 

withdrawal and lateral resistance strength may be substituted for the 6d nails. 

2. Trusses ― Pitch or Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically 

or horizontally. Truss members secured together min.0.0356 in. thick galv steel plates. Plates have 5/16 in. long teeth projecting 

perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type 

plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of 

each tooth has a twist for stiffness. The pairs are repeated on approximately 7/8 in. centers with four rows of teeth per inch of plate 

width. Where the truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with a min roof slope of 

3/12 and a min. area in the plane of the truss of 21 sq/ft. Where the truss intersects with the interior face of the exterior walls, the min 

truss depth may be reduced to 3 in. if the batts and blankets (Item 3) are used as shown in the above illustration (Alternate Insulation 

Placement) and are firmly packed against the intersection of the bottom chords and the plywood sheathing. 

3. Batts and Blankets* ― (Optional) -Glass fiber insulation, secured to the wood structural panesl with staples spaced 12 in. OC or to the 

trusses with 0.090 in. diam galv steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to 

Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the 

concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane when resilient channels and gypsum wallboard 

attachment is modified as specified in Items 6 and 7. The finished rating has only been determined when the insulation is secured to the 

decking. 

3A. Loose Fill Material* ― As an alternate to Item 3 ― Any thickness of loose fill material bearing the UL Classification Marking for Surface 

Burning Characteristics, having a min density of 0.5 pcf, fitted in the concealed space, draped over the resilient channel/gypsum 

wallboard ceiling membrane when resilient channels and gypsum wallboard attachment is modified as specified in Items 6 and 7. The 

finished rating when loose fill material is used has not been determined. 

4. Air Duct* ― Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 

5. Damper* ― Max nom 20 in. long by 18 in. wide by 2-1/8 in. high, fabricated from galvanized steel. Plenum box maximum size nom. 21 in. 

long by 18 in. wide by 16 in. high fabricated from either galavanized steel or Classified Air Duct Materials bearing the UL Class 0 or 

Class 1 rigid air duct material. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to 

exceed 180 sq in. per 100 sq ft of ceiling area.

NAILOR INDUSTRIES INC ― Types 0755, 0755A, 0756, 0756D, 0757 , 0757D, 0757FP, 0757DFP, 0758, 0759, 0760, 0761, 0762, CRD5, CRD5D, 

CRD6, CRD6D, CRD6FP, CRD6DFP. 

ROYAL METAL PRODUCTS INC ― Models 241FRD, 243FRD, 505RD, 507RD, 509, 556RD, 556RDD, 557RD, 557RDD, 557RDFP, 

557RDDFP, 0756, 0756D, 0757 , 0757D, 0757FP, 0757DFP. 

5A. Damper* ― Max nom 9 by 9 in. damper with Airzone fan installed in accordance with the instructions provided by the manufacturer. 

Max height of damper with fan shall be 11 in. Max damper openings not to exceed 180 sq in. per 100 sq ft of ceiling area. 

6. Furring Channels ― Resilient channels, nom. 1/2 in. deep by 2-3/8 in. wide at the base and 1-3/8 in. wide at the face, formed from 0.020 

in. thick galv steel, spaced 16 in. OC, installed perpendicular to trusses. When batt and blanket material, Item 3, is draped over the 

resilient channel/gypsum wallboard ceiling membrane, the spacing shall be 12 in. OC. Channels secured to each truss with 1-1/4 in. 

long Type S steel screws. Channels overlapped 4 in. at splices. Channels oriented opposite at wallboard butt joints (spaced 6 in. OC) 

as shown in the above illustration. 

7. Wallboard, Gypsum* ― Nom 5/8 in. thick, 48 in. wide, installed with long dimension perpendicular to resilient channels with 1 in. long 

Type S screws spaced 12 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. At end joints, two resilient 

channels are used, extending a min of 6 in. beyond both ends of the joint. When batt and blanket insulation, Item 3, is draped over 

the resilient channel/gypsum wallboard ceiling membrane, screws shall be installed at 8 in. OC. 

CGC INC ― Types C, IP-X2, IPC-AR 

UNITED STATES GYPSUM CO ― Types C, IP-X2, IPC-AR 

8. Finishing System ― (Not Shown)― Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads; paper tape, 2 in. wide, 

embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of 

gypsum wallboard. 

9. Steel Framing Members ― 

a. Main runners ― Installed perpendicular to trusses - Nom 12 ft long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft OC. Main runners hung a min of 2 

in. from bottom chord of trusses with 12 SWG galv steel wire. Wires located a max of 48 in. OC. 

b. Cross tees or channels ― Nom 4 ft long, 15/16 in. or 1-1/2 in. wide face or cross channels, nom 4 ft long, 1-1/2 wide face, installed perpendicular to 

the main runners, spaced 16 in. OC. Additional cross tees or channels used at 8 in. from each side of butted wallboard end joints. The cross tees 

or channels may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation. 

c. Wall angles or channels ― Used to support steel framing member ends and for screw-attachment of the gypsum wallboard - Painted or galv steel 

angles with 1 in. legs or channels with 1 in. legs and 1-9/16 in. deep, attached to walls at perimeter of ceiling with fasteners 16 in. OC. CGC 

INC ― Type DGL or RX. 

.

10. Gypsum Board* ― For use with Steel Framing Members* (Item 9) when Batts and Blankets* (Item 3) are not used- One layer of 

nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to the main runners. Wallboard fastened to each cross 

tee or channel with five wallboard screws, with one screw located at the midspan of the cross tee or channel, one screw located 12 

in. from and on each side of the cross tee or channel mid span and one screw located 1-1/2 in. from each wallboard side joint. 

Except at wallboard end joints, wallboard screws shall be located on alternating sides of cross tee flange. At wallboard end joints, 

wallboard screws shall be located 1/2 in. from the joint. Wallboard fastened to main runners with wallboard screws 1/2 in. from side 

joints, midway between intersections with cross tees or channels (16 in. OC). End joints of adjacent wallboard sheets shall be 

staggered not less than 32 in. Wallboard sheets screw attached to leg of wall angle with wallboard screws spaced 12 in. OC. Joints 

treated as described in Item 7. For use with Steel Framing Members* (Item 9) when Batts and Blankets* (Item 3) are used - 

Ratings limited to 1 Hour - 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered 

along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel wallboard screws spaced 

8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long wallboard screws spaced midway 

between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be 

staggered with spacing between joints on adjacent boards not less than 4 ft OC. 

CGC INC ― Types C, IP-X2, IPC-AR. 

UNITED STATES GYPSUM CO ― Types C, IP-X2, IPC-AR. 

USG MEXICO S A DE C V ― Types C, IP-X2, IPC-AR. 

*Bearing the UL Classification Mark

Design/System/Construction/Assembly Usage Disclaimer 

Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the 

installation and use of UL Listed or Classified products, equipment, system, devices, and materials. 

Authorities Having Jurisdiction should be consulted before construction. 

Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL 

for compliance with applicable requirements. The published information cannot always address every construction 

nuance encountered in the field. 

When field issues arise, it is recommended the first contact for assistance be the technical service staff provided 

by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the 

general Guide Information for each product category and each group of assemblies. The Guide Information includes 

specifics concerning alternate materials and alternate methods of construction. 

Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. 

© 2012 UL LLC 

The appearance of a company's name or product in this database does not in itself assure that products so 

identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should 

be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. 

UL permits the reproduction of the material contained in the Online Certification Directory subject to the following 

conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a 

non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the 

Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, 

the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC".


LLC


LLC

Fire And Smoke Barriers Really Work 

© 2012 Private Source

Again, Properly 

Sealed Barriers Work 


Association


LLC 

What is wrong 

here?


LLC 

What is wrong?


LLC


LLC 

????

III. Fire Alarm Systems


LLC 

• Both the Life Safety Code and International Fire 

Code use NFPA 72 as the Standard for Fire Alarm 

Systems 

• Fire Alarms are used for the early detection of fire 

(smoke detectors) and notification of fire to 

occupants (horns and strobe lights).


LLC 

• For both detection and notification devices to be 

effective, placement is extremely important. 

• In general, smoke detectors must be at the highest 

part of a room (but more than 4” down from corners) 

and no more than 30’ apart on a smooth ceiling, or 

15’ apart if the ceiling is uneven. 

• Smoke detectors should not be near an air supply or 

return grill where the airflow across the detector is 

high (including ceiling fans).


LLC


LLC 

What is wrong 

here?


LLC 

• Detectors must be properly tested for function, and 

must also be tested for sensitivity every two years. 

• Not all inspections are performed correctly or 

accurately.


LLC 

• False Alarms – Some buildings can have a 

pre-alarm system that will sound locally and 

not activate the entire building alarm. 

• However, buildings such as a Large Type B 

Assisted Living can not have this feature. Do 

not try to eliminate false alarms at the 

expense of eliminating real alarms.


LLC 

The 3 Musts Of Manual Fire Alarm Pull Boxes: 

• Manual Fire Alarm pull boxes must be located near 

Exit doors. 

• Manual Fire Alarm pull boxes must be clearly seen. 

• Manual Fire Alarm pull boxes must be easily 

reachable.


LLC

• Fire Alarm sound and light devices must be clearly 

heard and seen. They must be loud enough to be 

heard in all areas where occupants might be and 

over normal background noise, and seen from 

almost any location and angle. 

• Fire Alarm sound and light devices must be in areas 

where occupants gather, such as dining, living, or 

activity areas 

• Accessibility Standards may also affect required 

locations for both sound and visual devices.


LLC

“Fire Power” 

Look for the following concepts in this video: 

(a) Smoke Travel 

(b) Flashover 

(c) Sprinkler head effectiveness

IV. Sprinkler Systems

• Both the Life Safety Code and the 

International Fire Code use NFPA 13 and 

NFPA 13R as the Standard for Sprinkler 

Systems. 

• NFPA 25 is used for sprinkler inspection and 

maintenance.


LLC 

• Sprinkler Systems are used to suppress or 

extinguish a fire in its early stages. 

• Sprinkler Systems are used for early 

detection of fire in areas where there are no 

smoke and heat detectors, since activation of 

the sprinkler system will activate the fire 

alarm system.

For sprinkler heads to be effective, placement and 

condition are extremely important. 


Association


Association 

For illustration 

purposes only


LLC 

In General, Sprinkler Heads Must Be: 

• Near the highest part of a room, generally within 

12” of the top 

• Unobstructed in their water discharge pattern 

• Without combustible storage within 18” below 

deflector 

• In good condition, not painted, bent, or 

otherwise damaged 

• Not too close together nor too far apart


LLC


LLC


LLC


LLC



V. Means of Egress


LLC 

Means of Egress Consists Of Three Parts: 

• Exit Access, Exit, and Exit Discharge 

• All three are important 

• The most important part of Means of 

Egress is to “Keep it Clear!”


LLC


LLC


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LLC

Summary 

• All buildings are required to meet some type of 

construction and fire code. 

• Despite inspections by multiple entities, almost all 

buildings have fire/ life safety deficiencies. Some 

deficiencies can be serious and even life threatening. 

• Both administration and maintenance staff should be 

educated and continuously review life safety 

concepts.


Summary 

• Building construction type and fire rated walls must 

be maintained complete, mostly meaning no unsealed 

holes anywhere. 

• A fresh look should be given to both fire alarm and 

sprinkler systems for actual compliance and how 

contractors really perform their inspections. 

• Means of egress must be kept clear!


LLC 

Thank you for your attendance! 

GONE SAILING! 

www.EKLifeSafety.com 713-298-2336 

Remember EKLS Firestopping & Construction for your Firestopping 

and Construction needs.


LLC 

Construction Type Requirements: 

Examples Based On Building Height 

One Story Building 

Four Story Building 

V(111) Wood Construction 

(111) Refers to tested fire resistance, one hour, 

of construction components: walls, ceilings, 

etc. 

II(222) Non Combustible (Steel) Construction 

with two-hour fire resistance. 

Six Story Building 

I(332) Non Combustible (Concrete) 

Construction with some components having 

three-hour fire resistance and some 

components with two-hour fire resistance.

International Fire Code - Texas Association of Homes and Services ...

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