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A I A W Y O M I N G - F A L L C O N F E R E N C E 
W o r k s h o p #2 
Developing 
L I F E S A F E T Y P L A N S 
for 
H E A T H C A R E 
P R O J E C T S 
September 20, 2014
Outline 
 Introduction 
 Course Description 
 Learning Objectives 
 Speaker Bio 
 Life Safety Plans (LSP) 
 WHY…do we provide LSP’s? 
 WHAT…are LSP’s? 
 WHO…contributes to LSP’s? 
 LS Codes 
 ICC (IBC, IFC, IPC, IMC, IFGC) 
 NFPA 101 Life Safety Code 
 LSP Focus 
 Occupancy  Use 
 Means of Egress 
 Compartmentalization 
 Fire-Resistant Rated Const 
 HC LSP Demonstration 
 Conclusions  Questions 
2
Best Practice 
 AIA-WY will report credits earned by course attendees 
to AIA CES. 
 AIA-WY will provide certificates of completion to 
course attendees on request. 
 I am registered as an AIA Approved Provider and this 
course has been approved. 
 This course will not be used to promote or market 
products or services during the educational portion of 
the course. 
 Please add your names to the sign in sheet in order to 
receive credit for the course. 
3
Course Description 
 There is no code or standard of practice specifying how to develop a life safety plan 
(LSP). A thorough and concise LSP provides a picture of the facility's design. This 
picture is used to determine if the intended design meets the minimum requirements 
of the applicable codes, standards, and regulations. 
 A “good” LSP identifies problems during design instead of construction, makes future 
inspections easier by starting with a code-compliant building, and provides the 
necessary documentation to facilitate future facility rehabilitations. A “bad” LSP may 
require compliance by demolition instead of eraser. 
 This course will focus on (4) major components of life safety design : means of 
egress components, fire-resistant rated construction, compartmentalization, 
and occupancy and use classifications. 
 This course will reference both the NFPA 101 Life Safety Code and the ICC codes 
(IBC, IFC, IMC, IPC, IFGC) as the more stringent of these (2) codes must be met. 
 This course will summarize the plan submittal and review process for healthcare 
projects in the state of Wyoming. 
 This course will introduce plan review worksheets that Design Teams can utilize as a 
reference guide when self-reviewing their designs for code compliance. 
4
Learning Objectives 
 At the end of this program, participants will be 
able to develop a Life Safety Plan that addresses 
 Means of Egress Components, 
 Fire-Resistant Rated Construction, 
 Compartmentalization, 
 Occupancy and Use Classifications. 
5
Speaker Bio 
 Todd Wyatt – Chief of Life Safety  Construction Branch 
 Started at HLS on 5/2012 
 Education : University of Illinois 
 Architecture : Bachelors 1990  Masters 1993 
 Professional 
 1990 - 1996 : Gary Anderson Architects (Rockford IL) 
 1996 - 2004 : H+L Architecture (Denver CO) 
 Role : Project Architect + Project Manager 
 Ivinson Memorial Hospital (Laramie, WY) 
 St. Mary’s Hospital (Grand Junction CO) 
 Great Plains Regional Medical Center (North Platte NE) 
 Children’s Hospital (Denver CO) 
 2004 - 2009 : EUA (Milwaukee WI) 
 Role : Quality Assurance Manager 
 Production/PM/Design/Staff Develop/Data Mgmt 
 Risk Mgmt : reviewed (25) projects 
 2010 - 2011 : H+L Architecture (Denver CO) 
 Role : Senior Project Architect 
 Children’s Hospital (Denver CO) 
 Licensed Architect (CO 2003) 
6
Speaker Bio : HC Projects 
7
Speaker Bio : Condominiums 
8
9 
Speaker Bio : QC Examples
10 
WHY … do we provide LSP’s ? 
 State Licensure Requirements 
 Wyoming of Health 
 Aging Division – Life Safety  Construction Branch 
 Statutory + Rules 
 Municipal Requirements 
 Permit Requirements 
 Delegated Jurisdictions for Final Plan Review 
 Casper, Cheyenne, Cody, Gillette, Lander,  Sheridan 
 Standard of Care
State Licensure 
 Title 35 - Public Health and 
Safety 
 Chapter 2 - Hospitals, Health Care 
Facilities and Health Services 
 Article 9 - Licensing and Operations 
 W.S. 35-2-906. Construction and 
expansion of facilities; exemption. 
 (a) A licensee who contemplates 
construction of or alteration or 
addition to a health care facility 
shall submit plans and 
specifications to the division for 
preliminary inspection and approval 
prior to commencing construction. 
Significant changes to the original plans 
must also be submitted and approved 
prior to implementation. The plans 
and any changes shall indicate any 
increase in the number of beds. 
 Chapter 3 Rules  Regulations for 
HC Construction 
 (ii) The fire safety code requirements for the 
construction and remodeling of any state-licensed 
healthcare facility shall meet the 
minimum requirements established in 
the National Fire Protection Association 
101 Life Safety Code or any other code 
required to meet federal fire and life safety 
certification. If any code requirements for 
federal certification conflict with the code of 
any other state or local governmental entity, 
the code required for federal certification 
shall prevail. 
 A separate plan for each floor, including 
smoke compartmentation, exit signage, fire 
extinguishers, fire alarm devices, pull 
stations, sprinklered areas, fire barriers, and 
corridor protection reflecting “NFPA 101: 
Life Safety Code.” 
11
12 
Standard of Care 
 Legal term : “expectation” 
 Expects the architect to merely perform his or her services in the same 
manner that other architects with similar experience, background, and 
education would perform under similar circumstances. 
 Involves judgment : perfection is not expected 
 Relative measure, not an absolute measure 
 Professional Negligence 
 Owner (plaintiff) must prove architect acted “below the standard of care” 
 Architect does not have to prove his or her competence … 
… EXCEPT … 
 … if the problem resulted directly from a building code violation in the 
design.
13 
WHAT … are LSP’s ? 
 Code Overview 
 International Building Code (IBC) 
 NFPA 101 Life Safety Code (LSC) 
 Submitted LS Content 
 Written 
 Graphic
14 
IBC Content
15 
IBC Content 
Building Planning 
Life Safety 
Fire Protection 
Occupant Needs
LSC Content  Chapter 1 Administration 
 Chapter 2 Referenced Publications 
 Chapter 3 Definitions 
 Chapter 4 General 
 Chapter 5 Performance-Based Option 
 Chapter 6 Classification of Occupancy 
and Hazard of Contents 
 Chapter 7 Means of Egress 
 Chapter 8 Features of Fire Protection 
 Chapter 9 Building Service and Fire 
Protection Equipment 
 Chapter 10 Interior Finish, Contents, 
and Furnishings 
 Chapter 11 Special Structures and 
High-Rise Buildings 
 Chapters 12-42 Occupancy Chapters 
 Chapter 43 Building Rehabilitation 
 Annex 
16
Ch 1-4, 6-11, 43  Many of the provisions are 
mandatory for all occupancies. 
 Some provisions are mandated 
only when referenced by a specific 
occupancy, while others are 
exempted for specific occupancies. 
 “Where permitted by Chapter 12 
through Chapter 42 
 Provision can be used only where 
specifically allowed by an 
occupancy chapter. 
 “Unless prohibited by Chapter 
12 through Chapter 42 
 Provision is allowed in all 
occupancies unless specifically 
prohibited by an occupancy 
chapter. 
17
Example  Provisions of 7.2.1.6.1 on delayed 
egress locks are allowed only when 
permitted by Chapter 12 through 
Chapter 42. 
 Permission to use the delayed egress 
lock is normally found in the __.2.2 
subsection of each occupancy chapter. 
 For example, 12.2.2.2.5 specifically 
allows the use of delayed egress locks 
in new assembly occupancies. 
 If this permission is not found in an 
occupancy chapter, the delayed egress 
lock cannot be used. 
 Similar types of restricted permission 
are found for such items as security 
grilles, double cylinder locks, revolving 
doors, and so forth. 
18
Chapters 12-42  Ch 12-42 Occupancy Chapters 
 12/13 New/Exist Assembly 
 14/15 New/Exist Education 
 16/17 New/Exist Day-Care 
 18/19 New/Exist Health Care 
 20/21 New/Exist Ambulatory HC 
 22/23 New/Exist Detention/Corr 
 24 New/Exist Dwellings 
 25 Reserved 
 26/27 New/Exist Lodging 
 28/29 New/Exist Hotels  Dorms 
 30/31 New/Exist Apartment 
 32/33 New/Exist Board  Care 
 34/35 Reserved 
 36/37 New/Exist Mercantile 
 38/39 New/Exist Business 
 40 Industrial 
 41 Reserved 
 42 Storage 
19
Life Safety Content 
 Written Content 
 Worksheets 
 Example : Occupant Load 
 Calculations 
 Structural : Design Loads 
(snow, wind,  seismic) 
 Graphic Content 
 Show L-S components : 
difficult to describe 
 Fire-Resistant Assemblies 
 Means of Egress 
 Occupant Load 
20
21 
WHO … contributes to LSP’s? 
 Design Team Responsibilities 
 Civil  Landscape : Fire Dept access to site 
 Structural : Design Loads 
 Fire Protection : Automatic Sprinkler/Alarm Systems 
 Plumbing : Incidental Use Areas (Boiler rooms) 
 Mechanical : Fire  Smoke Dampers 
 Electrical : Illumination of Means of Egress 
 Others : Hardware Suppliers - delayed egress locks
22 
WHO … contributes to LSP’s? 
 Owner (O) 
 Site Survey : accurate information 
 Use of Building : Program 
 Example : Storage of hazardous materials? 
 Maintain LS Plans 
 50% not correct (JCAHO) 
 Contractor (C) 
 A201 – paragraph 3.7.3 
 “ … not the Contractor’s responsibility to ascertain 
that the Contract Documents are in accordance 
with applicable laws, statutes, ordinances, building 
codes, and rules and regulations … “ 
 Authority Having Jurisdiction (AHJ) 
 Interpretations 
 Deficiencies discovered during inspections
LSP Focus - Occupancy  Use 
 Considerations 
 Hazardous Nature of Building Contents 
 Nature of the Occupants 
 Quantity (Occupant Load) 
 Mobility (Ambulatory) 
 Knowledge of Building’s LS Components 
 Construction Type 
 Area (IBC) 
 Stories (NFPA  IBC) 
23
LSP Focus - Occupancy  Use 
24
25 
LSP Focus - Means of Egress 
 A continuous and unobstructed path of vertical 
and horizontal egress travel from any occupied 
portion of a building or structure to a public 
way. 
 The means of egress consists of (3) separate and 
distinct parts : the exit access, the exit, and the 
exit discharge.
26 
LSP Focus - Means of Egress 
 EXIT ACCESS 
 Leads from any occupied portion of a building to an exit. 
 Exit Access Corridor 
 EXIT 
 Separated from other interior spaces of a building or structure by 
fire-resistance-rated construction and opening protectives as 
required to provide a protected path of egress travel between the 
exit access and the exit discharge. 
 Exit Elements 
 Exit enclosures : vertical (stairs and/or ramps) and/or horiz (ramps) 
 Exit passageways 
 Exterior exit stairs and/or ramps 
 Exterior exit doors at ground level 
 Horizontal exits : 1-way or 2-way 
 EXIT DISCHARGE 
 Between the termination of an exit and a public way. 
SAFE 
SAFER 
SAFEST
27 
LSP Focus - Means of Egress 
EXIT ACCESS EXIT EXIT DISCHARGE 
CORRIDOR 
Corridor Continuity : 
no intervening rooms ?
28 
LSP Focus - Fire-Resistive Ratings 
 Ratings of walls  openings of … 
 Means of Egress 
 Vertical Exit Enclosures : 2 Hrs 
 Horizontal Exit Passageways : 2 Hrs 
 Lobby : 0 Hrs 
 Corridors : 0 Hrs 
 Shaft Enclosures  Hazardous Spaces 
 Elevators  MEP Shafts : 2 Hrs 
 Occupancy  Spaces 
 Occupancy Separations : B + A-3 : 1 Hr 
 Incidental Use Areas : furnace  boiler rooms : 1 Hr 
 Construction Types
29 
LSP Focus - Fire-Resistive Ratings 
How it is typically identified … 
… and how it should be identified …
30 
LSP Focus - Fire-Resistive Ratings 
Question 
Why don’t we just label rated walls on life safety 
plans with the hourly ratings instead of 
differentiating them with descriptions also ? 
Answer 
Hourly ratings alone do not convey the design 
intent to the Design Team, the Contractor, and 
the AHJ.
31 
LSP Focus - Fire-Resistive Ratings 
 How are F-R walls, barriers  partitions different? 
 Definition 
 What they separate or protect 
 Building separation, hazardous areas, shafts, corridors, smoke 
 Materials of wall construction 
 Noncombustible vs. combustible 
 Fire resistance ratings 
 1, 2, 3, or 4 hrs? 
 Continuity : horizontal  vertical 
 30” beyond roofs vs. top of floor to underside of floor 
 Openings 
 Size restrictions (Example : not exceeding 120 sf) 
 Duct/air transfer 
 Allowed vs. not allowed 
 Penetrations  Joints
32 
LSP Focus - Coordination 
 LSP’s 
 Ratings of walls 
 Rating of openings 
 A-Sheets 
 Wall Types 
 Door  Frame Schedules 
 Sections  Details
33 
LSP Focus - Coordination 
 Wall Types - Diagrams
34 
Healthcare 
Life Safety Plan 
Demonstration
AIA Fall Conference - Workshop #2 
Developing Life Safety Plans for Healthcare Projects 
September 20, 2014 
MEDICAL 
OFFICE 
BUILDING 
(EXIST) 
HOSPITAL 
(EXIST) 
Existing Hospital Campus
EMERGENCY 
MEDICAL 
OFFICE 
BUILDING 
(EXIST) 
CATH 
LAB 
PACU 
PHASE II 
PRE-OP 
SURGERY 
ADMITTING 
CENTRAL 
STERILE 
HOSPITAL 
(EXIST) 
New Hospital Addition Programming - Block Diagram
B - Business (IBC) 
 
Existing Business (LSC) 
MEDICAL 
OFFICE 
BUILDING 
(EXIST) 
HOSPITAL 
(EXIST) 
Occupancy (Existing) 
I-2 Hospital (IBC) 
 
Existing Health Care (LSC)
Question : When were the project area's date of construction 
(for CMS) and Preliminary Plan approval (for WDH)? 
Per CMS's SC-11-05-LSC : Review the date the facility first 
applied for admission into the program. The use of the 
EXISTING or NEW chapters of the LSC depends on the date 
of plan approval or the date of construction (if there is no plan 
approval process) for the facility’s building(s). If the facility’s 
building plans were approved or a building permit was issued 
or construction started after the effective date, (March 13, 
2003), of the final regulation, the building or addition must be 
surveyed under 2000 NEW LSC. If the facility’s building plans 
were approved by a State Agency or building permit issued or 
construction started prior to the effective date, (March 13, 
2003), of the final regulation, the building must be surveyed 
under 2000 EXISTING LSC. 
Occupancy (Existing)
Question : When were the project area's date of construction 
(for CMS) and Preliminary Plan approval (for WDH)? 
Per CMS's SC-11-05-LSC : Review the date the facility first 
applied for admission into the program. The use of the 
EXISTING or NEW chapters of the LSC depends on the date 
of plan approval or the date of construction (if there is no plan 
approval process) for the facility’s building(s). If the facility’s 
building plans were approved or a building permit was issued 
or construction started after the effective date, (March 13, 
2003), of the final regulation, the building or addition must be 
surveyed under 2000 NEW LSC. If the facility’s building plans 
were approved by a State Agency or building permit issued or 
construction started prior to the effective date, (March 13, 
2003), of the final regulation, the building must be surveyed 
under 2000 EXISTING LSC. 
2012 
Occupancy (Existing) 
1987 
1975 
2010 
2004 
2004 2008
B - Business (IBC) 
 
New Business (LSC) 
New Ambulatory (LSC) 
Occupancy (Existing) 
I-2 Hospital (IBC) 
 
Existing Health Care (LSC) 
New Health Care (LSC)
6.1.141:.1.3* Where incidental to another occupancy, areas 
used as follows shall be permitted to be considered part of the 
predominant occupancy and shall be subject to the provisions 
of the Code that apply to the predominant occupancy: 
(1) Mercantile, business, industrial, or storage use 
(2) *Nonresidential use with an occupant load fewer than that 
established by Section 6.1 for the occupancy threshold 
A.6.1.141:.1.3 Examples of uses that might be incidental to an­other 
occupancy include the following: 
(1) Newsstand (mercantile) in an office building 
(2) Giftshop (mercantile) in a hotel 
(3) Small storage area (storage) in any occupancy 
(4) Minor office space (business) in any occupancy 
(5) Maintenance area (industrial) in any occupancy 
A..6.L14.L3(2) Examples of uses that have occupant loads 
below the occupancy classification threshold levels include 
the following: 
(1) Assembly use with fewer than 50 persons within a business 
occupancy 
(2) Educational use with fewer than 6 persons within an 
apartment building. 
Occupancy (Existing) Incidental  Multiple Occupancies
6.1.141:.1.3* Where incidental to another occupancy, areas 
used as follows shall be permitted to be considered part of the 
predominant occupancy and shall be subject to the provisions 
of the Code that apply to the predominant occupancy: 
(1) Mercantile, business, industrial, or storage use 
(2) *Nonresidential use with an occupant load fewer than that 
established by Section 6.1 for the occupancy threshold 
A.6.1.141:.1.3 Examples of uses that might be incidental to an­other 
occupancy include the following: 
(1) Newsstand (mercantile) in an office building 
(2) Giftshop (mercantile) in a hotel 
(3) Small storage area (storage) in any occupancy 
(4) Minor office space (business) in any occupancy 
(5) Maintenance area (industrial) in any occupancy 
A..6.L14.L3(2) Examples of uses that have occupant loads 
below the occupancy classification threshold levels include 
the following: 
(1) Assembly use with fewer than 50 persons within a business 
occupancy 
(2) Educational use with fewer than 6 persons within an 
apartment building. 
Occupancy (Existing) Incidental  Multiple Occupancies
Existing 
Health Care 
Ambulatory 
New 
Business 
New 
New 
Health Care 
New 
Assembly 
I-2 Hospital (IBC) 
 
New Health Care (LSC) 
New Health Care 
Occupancy (Existing  Addition) Multiple Occupancies
li 8.1.1.4 Additions, Conversions, Modernization, Renovation, 
and Construction Operations. 
18.1.1.4.1 Additions. Additions shall be separated from any 
existing structure not conforming to the provisions within 
Chapter 19 by a fire barrier having not less than a 2-hour fire 
resistance rating and constructed of materials as required for 
the addition. (See 4.6.11 and 4.6.7.) 
4.6.7 Building Rehabilitation. 
4.6.7.1 Rehabilitation work on existing buildings shall be 
classified as one of the following work categories in accor­dance 
with 43.2.2.1: 
(1) Repair 
(2) Renovation 
(3) Modification 
(4) Reconstruction 
(5) Change of use or occupancy classification 
(6) Addition 
413.2.2.1.7 Additiol!ll. An increase in the building area, aggre­gate 
floor area, height, or number of stories of a structure. 
18.1.2 MUJJJltiple Occupancies. 
18.1.2.1 Multiple occupancies shall be in accordance with 
6.1.14. 
18.1.2.2* Sections of health care facilities shall be permitted to 
be classified as other occupancies, provided that they meet all 
of the following conditions: 
(1) They are not intended to serve health care occupants for 
purposes of housing, treatment, or customary access by 
patients incapable of self-preservation. 
(2) They are separated from areas of health care occupancies 
by construction having a fire resistance rating of not less 
than 2 hours. 
Occupancy (Existing  Addition) Separated vs Non-Separated
I-2 Hospital (IBC) 
 
New Health Care (LSC) 
'fable 6.1.14.4.1 (a) Required Separation of Occupancies (houurs)*, Part 1 
Occupancy 
Assembly 
:=; 300 
Assembly 300 to 
:=;1000 
Assembly 1000 
Educational 
Day-Care 
12 Clients 
Day-Care Homes 
Health Care 
Ambulatory 
Health Care 
Detention  
Correctional 
One- 
 Two-Family 
Dwellings 
Lodging or 
Rooming 
Houses 
Hotels and 
Dormitories 
Assembly 
Assembly 300 to 
:=; 300 :=;1000 
o 
Assembly 
1000 
o 
o 
Lodging 
Day-Care Ambulatory One- or Hotels 
12 Day-Care Health Health Detention  Two-Family Rooming  
Educational Clients Homes Care Care Correctional Dwellings Houses Dormitories 
2 2 2t 2 2t 2 2 2 
2 2 2 2t 2 2t 2 2 2 
2 2 2 2t 2 2t 2 2 2 
2 2 2t 2 2t 2 2 2 
1 2t 2 2t 2 2 2 
2t 2 2t 2 2 2 
2t 2t 2t 2t 2t 
2t 2 2 2 
2t 2t 2t 
Occupancy 
Assembly 
:=; 300 
Assembly 300 to 
:=;1000 
Assembly 1000 
Educational 
Day-Care 
12 Clients 
Day-Care Homes 
Health Care 
Ambulatory 
Health Care 
Ambulatory 
Health Health 
Care Care 
2t 2 
2t 2 
2t 2 
2t 2 
2t 2 
2t 2 
2t 
• The fire resistance rating is permitted to be reduced by I hour, but in no case to less than I hour, where the building is protected throughout by an approved automatic 
sprinkler system in accordance with 9.7.1.1 (I) and supervised in accordance with 9.7.2. 
t The I-hour reduction due to the presence of sprinklers in accordance with the asterisk footnote is not permitted.
Occupancy (Existing  Addition) Separated Occupancy
MEDICAL 
OFFICE 
BUILDING 
(EXIST) 
HOSPITAL 
(EXIST) 
Means of Egress (Existing)
EXIT ACCESS CORRIDORS 
EXIT DISCHARGE 
Means of Egress (Existing)
Means of Egress (Existing  Addition)
Means of Egress (Existing  Addition)
150'-0 
122'-5 
150'-0 
150'-0 
150'-0 
150'-0 
Means of Egress (Existing  Addition) 
Travel Distances 
150'-0 
150'-0 
116'-4 
Ut2.6 Travel lDistam.iCe to JErit§. 
18.2.6.1 Travel distance shall be measured in accordance 
with Section 7.6. 
18.2.6.2 Travel distance shall comply with 18.2.6.2.1 through 
18.2.6.2.6. 
18.2.6.2.1 The travel distance between any room door required 
as an exit access and an exit shall not exceed 150 ft (46 m). 
18.2.6.2.2 lReservedl. 
18.2.6.2.3 The travel distance between any point in a room 
and an exit shall not exceed 200 ft (61 m). 
18.2.6.2.4 lReseJrVedl. 
18.2.6.2.5 The travel distance between any point in a health 
care sleeping room and an exit access door in that room shall 
not exceed 50 ft (15 m).
150'-0 
Means of Egress (Existing  Addition) 
150'-0 
150'-0 
150'-0 
150'-0 
3.3.70.1* Horizontal Exit. Away of passage from one build­ing 
to an area of refuge in another building on approxi­mately 
the same level, or a way of passage through or 
around a fire barrier to an area of refuge on approximately 
the same level in the same building that affords safety from 
fire and smoke originating from the area of incidence and 
areas communicating therewith. 
Horizontal Exits 
150'-0 
150'-0 
7.2.41 lHIorizonmi Exits. 
7.2.41.1 Generall. 
7.2.4U.1 Where horizontal exits are used in the means of 
egress, they shall conform to the general requirements of Sec­tion 
7.1 and the special requirements of 7.2.4. 
7.2.41.1.2* Horizontal exits shall be permitted to be substituted 
for other exits where the total egress capacity of the other exits 
(stairs, ramps, doors leading outside the building) is not less 
than half that required for the entire area of the building or 
connected buildings, and provided that none of the other ex­its 
is a horizontal exit, unless otherwise permitted by 7.2.4.1.3. 
7.2.4.1.3 The requirement of 7.2.4.1.2 shall not apply to the 
following: 
(l) Health care occupancies as otherwise provided in Chap­ter 
18 and Chapter 19 
18.2.2.5 Horizontal Exits. Horizontal exits complying with 
7.2.4 and the modifications of 18.2.2.5.1 through 18.2.2.5.7 
shall be permitted. 
18.2.2.5.1 Accumulation space shall be provided in accor­dance 
with 18.2.2.5.1.1 and 18.2.2.5.1.2. 
18.2.2.5.1.1 Not less than 30 net ft2 (2.8 net m2 
) per patient in a 
hospital or nursing home, or not less than 15 net ft2 (1.4 net m2) 
per resident in a limited care facility, shall be provided within the 
aggregated area of corridors, patient rooms, treatment rooms, 
lounge or dining areas, and other similar areas on each side of 
the horizontal exit. 
18.2.2.5.1.2 On stories not housing bed or litterborne patients, 
not less than 6 net ft2 (0.56 net m2 
) per occupant shall be pro­vided 
on each side of the horizontal exit for the total number of 
occupants in adjoining compartments.
HORIZONTAL EXIT (2-WAY) 
HORIZONTAL EXIT (1-WAY) 
Means of Egress (Existing  Addition) Horizontal Exits
02 
01 
04 
03 
6.1.li4.L2 Where exit access from an occupancy traverses an­other 
occupancy, the multiple occupancy shall be treated as a 
mixed occupancy. 
Means of Egress (Existing  Addition) Exit Access Corridor Review
SC1F 
SC1D 
SC1B 
SC1E 
SC1C 
SC1Z SC1A 
SC1Y 
Compartmentalization (Existing) Smoke Compartments (SC Level #)
Compartmentalization (Existing) SC's and Fire Barriers (FB)
Compartmentalization Smoke Compartments
Compartmentalization Smoke Compartments
Compartmentalization Smoke Compartments
Compartmentalization Smoke Compartments
SC1F 
SC1D 
SC1G 
SC1B 
SC1E 
SC1C 
SC1N SC1M 
SC1H 
SC1K 
SC1L 
SC1J 
SC1Z SC1A 
SC1Y 
Compartmentalization Smoke Compartments
SC1F 
SC1D 
SC1G 
SC1B 
SC1E 
SC1C 
SC1N SC1M 
SC1H 
SC1K 
SC1L 
SC1J 
SC1Z SC1A 
SC1Y 
Compartmentalization Smoke Compartments FINAL
Fire-Resistant Rated Construction Partitions  Barriers
Description Fire Walls (FW) : 705 Fire Barriers (FB) : 706 Shaft Enclosures (SE) : 707 Fire Partitions (FP) : 708 Smoke Barriers (SB) : 709 Smoke Partitions (SP) : 710 
Building Separation Hazardous Area Separation Shaft Separation Corridor Separation Smoke Separation Smoke Separation 
Definition A fire-resistance-rated wall having protected openings, which restricts 
the spread of fire and extends continuously from the foundation to or 
through the roof, with sufficient structural stability under fire 
conditions to allow collapse of construction on either side without 
collapse of the wall. 
A fire-resistance-rated wall assembly of materials designed to restrict 
the spread of fire in which continuity is maintained. 
Lacks the inherent structural integrity of FW's. 
Cannot terminate at a ceiling. 
Can separate building into different fire areas. 
The walls or construction forming the boundaries of a shaft (shaft: an 
enclosed space extending through one or more stories of a building, 
connecting vertical openings in successive floors, or floors and roof. 
A vertical assembly of materials designed to restrict the spread of fire 
in which openings are protected. 
A continuous membrane, either vertical or horizontal, such as a wall, 
floor, or ceiling assembly, that is designed and constructed to restrict 
the movement of smoke. 
A continuous membrane designed and constructed to restrict the 
movement of smoke. 
General Serve to create separate buildings. 
Serve to create separate occupancies. 
Provide the same protection as exterior walls. 
Party walls: FW on the property line 
To be constructed without openings and shall create separate bldgs. 
Separate the following spaces: 
shaft enclosures (707.4), 
exit enclosures (1020.1), 
exit passageways (1020.1), 
horizontal exits (1022.1), 
atriums (404.5), 
incidental use areas (508.2), 
control areas, hazardous material (414.2.3) 
mixed occupancies (508.3.2), 
single occupancy fire-areas (Table 706.3.9), 
areas of refuge 
All vertical shafts: 
interior stairways (1005.3.2), 
refuse/linen chutes (707.13), 
elev/dumbwaiter hoistways (707.14) 
Required to separate the following: 
dwelling units (310.3), 
guestrooms in R-1 (310.3), 
tenant spaces in covered malls (402.7.2), 
corridor walls (1004.3.2.1.) 
Divide buildings into separate smoke compartments. 
Where SB are required: 407.4  407.8, 
Smoke control system: 909.5, 
Accessible M of E: 1003.2.13.5.2 
SP are used to prevent smoke passage into corridors in Group I-2. 
(407.3) 
Sprinklers obviates the need for a fire-rating. 
Materials Any approved noncombustible materials Permitted by the bldg type of construction. (602) 
Fire-resistance-rated glazing 
(Exceptions) Bldgs of Type V construction No 
Table 705.4: Shafts connecting (4) stories or more: 2 hrs, 
4-hr, 3-hr, 2-hr (minimum) Shafts connecting less than (4) stories: 1 hr, 
Type II or Type V Const: 2-hr (minimum) Not less than the floor assembly penetrated but not more than 2 
Exterior Walls FW's provide the same level of structural integrity and independence 
as an exterior wall. 
FW's intersecting exterior walls (less than 180 degress): extend 
rating 4'-0 on either side. 
Where exterior walls are part of a required rated shaft or exit 
enclosure, such walls shall comply with 704 for exterior walls. 
(Exceptions) Yes 
1 hr, 0.5 hrs, 0 hrs * 
*Corridor walls: 1 hr or 0 hrs (1004.3.2.1) 
Continuity 
Horizontal Extend 18 beyond exterior walls. From outside wall to outside wall Top of foundation or floor below to underside of the floor, roof deck or 
ceiling memebrane(constructed to limit smoke passage). 
(Exceptions) Yes Yes No 
Horiz Projections Extend to outer edge w/in 4' of FW. 
(Exceptions) Yes 
Vertical Extend 30 above both adjacent roofs. Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
(Exceptions) Yes Yes No Yes Yes 
Any single opng: not exceed 120 sf Any single opng: not exceed 120 sf Section 714 Section 714 Section 714 
Aggregate width not exceed 25% of wall length at any (1) floor area Aggregate width not exceed 25% of wall length. Prohibited openings: only those openings required for the purpose of 
the shaft. 
Openings protective shall have a minimum fire-protection of 20 
minutes (0.3 hrs) 
(Exceptions) Yes: 120 sf max in full-sprinkled Yes No No Yes 
Section 711 Section 711 and 715 
Prohibited penetrations: exit enclosures as per 1005.3.4.1 Only necessary penetrations in the SE are permitted. Ducts shall not 
penetrate exit shaft enclosures except ones that either ventilates or 
pressurizes the SE. 
(Exceptions) No No Yes No No 
Joints Section 713 
Ducts/Air Transfer Opngs Not allowed 
(Exceptions) Yes: Section 712 and 716 if FW is not on a lot line 
Permitted by the bldg type of construction. (602) 
Section 712 
Section 711 and 715 
Openings 
Penetrations Section 712.2 and 712.3 Section 711 
0 hrs (not required to have a fire-resistance rating) 
Section 711 
No 
No 
Fire-resistance ratings 4 hr, 3 hr, 2 hr, 1 hr 1 hr (fire-resistance rating)
Description Fire Walls (FW) : 705 Fire Barriers (FB) : 706 Shaft Enclosures (SE) : 707 Fire Partitions (FP) : 708 Smoke Barriers (SB) : 709 Smoke Partitions (SP) : 710 
Building Separation Hazardous Area Separation Shaft Separation Corridor Separation Smoke Separation Smoke Separation 
Definition A fire-resistance-rated wall having protected openings, which restricts 
the spread of fire and extends continuously from the foundation to or 
through the roof, with sufficient structural stability under fire 
conditions to allow collapse of construction on either side without 
collapse of the wall. 
A fire-resistance-rated wall assembly of materials designed to restrict 
the spread of fire in which continuity is maintained. 
Lacks the inherent structural integrity of FW's. 
Cannot terminate at a ceiling. 
Can separate building into different fire areas. 
The walls or construction forming the boundaries of a shaft (shaft: an 
enclosed space extending through one or more stories of a building, 
connecting vertical openings in successive floors, or floors and roof. 
A vertical assembly of materials designed to restrict the spread of fire 
in which openings are protected. 
A continuous membrane, either vertical or horizontal, such as a wall, 
floor, or ceiling assembly, that is designed and constructed to restrict 
the movement of smoke. 
A continuous membrane designed and constructed to restrict the 
movement of smoke. 
General Serve to create separate buildings. 
Serve to create separate occupancies. 
Provide the same protection as exterior walls. 
Party walls: FW on the property line 
To be constructed without openings and shall create separate bldgs. 
Separate the following spaces: 
shaft enclosures (707.4), 
exit enclosures (1020.1), 
exit passageways (1020.1), 
horizontal exits (1022.1), 
atriums (404.5), 
incidental use areas (508.2), 
control areas, hazardous material (414.2.3) 
mixed occupancies (508.3.2), 
single occupancy fire-areas (Table 706.3.9), 
areas of refuge 
All vertical shafts: 
interior stairways (1005.3.2), 
refuse/linen chutes (707.13), 
elev/dumbwaiter hoistways (707.14) 
Required to separate the following: 
dwelling units (310.3), 
guestrooms in R-1 (310.3), 
tenant spaces in covered malls (402.7.2), 
corridor walls (1004.3.2.1.) 
Divide buildings into separate smoke compartments. 
Where SB are required: 407.4  407.8, 
Smoke control system: 909.5, 
Accessible M of E: 1003.2.13.5.2 
SP are used to prevent smoke passage into corridors in Group I-2. 
(407.3) 
Sprinklers obviates the need for a fire-rating. 
Materials Any approved noncombustible materials Permitted by the bldg type of construction. (602) 
Fire-resistance-rated glazing 
(Exceptions) Bldgs of Type V construction No 
Table 705.4: Shafts connecting (4) stories or more: 2 hrs, 
4-hr, 3-hr, 2-hr (minimum) Shafts connecting less than (4) stories: 1 hr, 
Type II or Type V Const: 2-hr (minimum) Not less than the floor assembly penetrated but not more than 2 
Exterior Walls FW's provide the same level of structural integrity and independence 
as an exterior wall. 
FW's intersecting exterior walls (less than 180 degress): extend 
rating 4'-0 on either side. 
Where exterior walls are part of a required rated shaft or exit 
enclosure, such walls shall comply with 704 for exterior walls. 
(Exceptions) Yes 
1 hr, 0.5 hrs, 0 hrs * 
*Corridor walls: 1 hr or 0 hrs (1004.3.2.1) 
Continuity 
Horizontal Extend 18 beyond exterior walls. From outside wall to outside wall Top of foundation or floor below to underside of the floor, roof deck or 
ceiling memebrane(constructed to limit smoke passage). 
(Exceptions) Yes Yes No 
Horiz Projections Extend to outer edge w/in 4' of FW. 
(Exceptions) Yes 
Vertical Extend 30 above both adjacent roofs. Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
Extend from the top of the floor/ceiling assembly below to the 
underside of the floor or roof slab or deck above. 
(Exceptions) Yes Yes No Yes Yes 
Any single opng: not exceed 120 sf Any single opng: not exceed 120 sf Section 714 Section 714 Section 714 
Aggregate width not exceed 25% of wall length at any (1) floor area Aggregate width not exceed 25% of wall length. Prohibited openings: only those openings required for the purpose of 
the shaft. 
Openings protective shall have a minimum fire-protection of 20 
minutes (0.3 hrs) 
(Exceptions) Yes: 120 sf max in full-sprinkled Yes No No Yes 
Section 711 Section 711 and 715 
Prohibited penetrations: exit enclosures as per 1005.3.4.1 Only necessary penetrations in the SE are permitted. Ducts shall not 
penetrate exit shaft enclosures except ones that either ventilates or 
pressurizes the SE. 
(Exceptions) No No Yes No No 
Joints Section 713 
Ducts/Air Transfer Opngs Not allowed 
(Exceptions) Yes: Section 712 and 716 if FW is not on a lot line 
Permitted by the bldg type of construction. (602) 
Section 712 
Section 711 and 715 
Openings 
Penetrations Section 712.2 and 712.3 Section 711 
0 hrs (not required to have a fire-resistance rating) 
Section 711 
No 
No 
Fire-resistance ratings 4 hr, 3 hr, 2 hr, 1 hr 1 hr (fire-resistance rating)
Smoke Barriers (SB) : 709 
Smoke Separation 
A continuous membrane, either vertical or horizontal, such as a wall, 
floor, or ceiling assembly, that is designed and constructed to restrict 
the movement of smoke. 
Divide buildings into separate smoke compartments. 
Where SB are required: 407.4  407.8, 
Smoke control system: 909.5, 
Accessible M of E: 1003.2.13.5.2 
Fire-Resistant Rated Construction Partitions  Barriers
Fire Barriers (FB) : 706 
Hazardous Area Separation 
A fire-resistance-rated wall assembly of materials designed to restrict 
the spread of fire in which continuity is maintained. 
Lacks the inherent structural integrity of FW's. 
Cannot terminate at a ceiling. 
Can separate building into different fire areas. 
Separate the following spaces: 
shaft enclosures (707.4), 
exit enclosures (1020.1), 
exit passageways (1020.1), 
horizontal exits (1022.1), 
atriums (404.5), 
incidental use areas (508.2), 
control areas, hazardous material (414.2.3) 
mixed occupancies (508.3.2), 
single occupancy fire-areas (Table 706.3.9), 
areas of refuge 
Fire-Resistant Rated Construction Partitions  Barriers
Table 18.3.2.1 Hazardous Area Protection 
Hazardous Area Description 
Boiler and fuel-fired heater rooms 
Central/bulk laundries larger than 
100 ft2 (9.3 m2 
) 
Laboratories employing flammable or 
combustible materials in quantities 
less than those that would be 
considered a severe hazard 
Laboratories that use hazardous 
materials that would be classified as a 
severe hazard in accordance with 
NFPA 99, Standard for Health Care 
Facilities 
Paint shops employing hazardous 
substances and materials in quantities 
less than those that would be classified 
as a severe hazard 
Physical plant maintenance shops 
Soiled linen rooms 
Storage rooms larger than 50 ft2 
(4.6 m2 
) but not exceeding 
100 ft2 (9.3 m2 
) and storing 
combustible material 
Storage rooms larger than 100 ft2 
(9.3 m2 
) and storing combustible 
material 
Trash collection rooms 
Separation/ 
Protection 
1 hour 
1 hour 
See 18.3.6.3.9. 
1 hour 
1 hour 
1 hour 
1 hour 
See 18.3.6.3.9. 
1 hour 
1 hour 
A.18.3.6.l(3) A typical nurses' station would normally con­tain 
one or more of the following with associated furniture 
and furnishings: 
(1) Charting area 
(2) Clerical area 
(3) Nourishment station 
(4) Storage of small amounts of medications, medical equip-ment 
and supplies, clerical supplies, and linens 
(5) Patient monitoring and communication equipment
Fire Barriers (FB) : 706 
Hazardous Area Separation 
A fire-resistance-rated wall assembly of materials designed to restrict 
the spread of fire in which continuity is maintained. 
Lacks the inherent structural integrity of FW's. 
Cannot terminate at a ceiling. 
Can separate building into different fire areas. 
Separate the following spaces: 
shaft enclosures (707.4), 
exit enclosures (1020.1), 
exit passageways (1020.1), 
horizontal exits (1022.1), 
atriums (404.5), 
incidental use areas (508.2), 
control areas, hazardous material (414.2.3) 
mixed occupancies (508.3.2), 
single occupancy fire-areas (Table 706.3.9), 
areas of refuge 
Fire-Resistant Rated Construction Partitions  Barriers
Shaft Enclosures (SE) : 707 
Shaft Separation 
The walls or construction forming the boundaries of a shaft (shaft: an 
enclosed space extending through one or more stories of a building, 
connecting vertical openings in successive floors, or floors and roof. 
All vertical shafts: 
interior stairways (1005.3.2), 
refuse/linen chutes (707.13), 
elev/dumbwaiter hoistways (707.14) 
Fire-Resistant Rated Construction Partitions  Barriers
Smoke Partitions (SP) : 710 
Smoke Separation 
A continuous membrane designed and constructed to restrict the 
movement of smoke. 
SP are used to prevent smoke passage into corridors in Group I-2. 
(407.3) 
Sprinklers obviates the need for a fire-rating. 
Fire-Resistant Rated Construction Partitions  Barriers
Fire-Resistant Rated Construction Partitions  Barriers
Fire-Resistant Rated Construction Partitions  Barriers
FIRE/SMOKE BARRIER 
2-HR FIRE/SMOKE BARRIER 
1-HR FIRE/SMOKE BARRIER 
Fire-Resistant Rated Construction Fire/Smoke Barriers
FIRE/SMOKE BARRIER 
2-HR FIRE/SMOKE BARRIER 
1-HR FIRE/SMOKE BARRIER 
Fire-Resistant Rated Construction FINAL
EMERGENCY 
MEDICAL 
OFFICE 
BUILDING 
(EXIST) 
CATH 
LAB 
PACU 
PHASE II 
PRE-OP 
SURGERY 
ADMITTING 
CENTRAL 
STERILE 
HOSPITAL 
(EXIST)
Conclusion 
 1.2 Purpose. The purpose of this Code is to 
provide minimum requirements, with due regard 
to function, for the design, operation, and 
maintenance of buildings and structures for 
safety to life from fire. Its provisions will also 
aid life safety in similar emergencies. 
35
36 
Conclusion 
Questions ? ? ? 
Comments ? ? ? 
Concerns ? ? ? 
Suggestions ? ? ?

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Developing Life Safety Plans for Health Care Facilities

  • 1. A I A W Y O M I N G - F A L L C O N F E R E N C E W o r k s h o p #2 Developing L I F E S A F E T Y P L A N S for H E A T H C A R E P R O J E C T S September 20, 2014
  • 2. Outline Introduction Course Description Learning Objectives Speaker Bio Life Safety Plans (LSP) WHY…do we provide LSP’s? WHAT…are LSP’s? WHO…contributes to LSP’s? LS Codes ICC (IBC, IFC, IPC, IMC, IFGC) NFPA 101 Life Safety Code LSP Focus Occupancy Use Means of Egress Compartmentalization Fire-Resistant Rated Const HC LSP Demonstration Conclusions Questions 2
  • 3. Best Practice AIA-WY will report credits earned by course attendees to AIA CES. AIA-WY will provide certificates of completion to course attendees on request. I am registered as an AIA Approved Provider and this course has been approved. This course will not be used to promote or market products or services during the educational portion of the course. Please add your names to the sign in sheet in order to receive credit for the course. 3
  • 4. Course Description There is no code or standard of practice specifying how to develop a life safety plan (LSP). A thorough and concise LSP provides a picture of the facility's design. This picture is used to determine if the intended design meets the minimum requirements of the applicable codes, standards, and regulations. A “good” LSP identifies problems during design instead of construction, makes future inspections easier by starting with a code-compliant building, and provides the necessary documentation to facilitate future facility rehabilitations. A “bad” LSP may require compliance by demolition instead of eraser. This course will focus on (4) major components of life safety design : means of egress components, fire-resistant rated construction, compartmentalization, and occupancy and use classifications. This course will reference both the NFPA 101 Life Safety Code and the ICC codes (IBC, IFC, IMC, IPC, IFGC) as the more stringent of these (2) codes must be met. This course will summarize the plan submittal and review process for healthcare projects in the state of Wyoming. This course will introduce plan review worksheets that Design Teams can utilize as a reference guide when self-reviewing their designs for code compliance. 4
  • 5. Learning Objectives At the end of this program, participants will be able to develop a Life Safety Plan that addresses Means of Egress Components, Fire-Resistant Rated Construction, Compartmentalization, Occupancy and Use Classifications. 5
  • 6. Speaker Bio Todd Wyatt – Chief of Life Safety Construction Branch Started at HLS on 5/2012 Education : University of Illinois Architecture : Bachelors 1990 Masters 1993 Professional 1990 - 1996 : Gary Anderson Architects (Rockford IL) 1996 - 2004 : H+L Architecture (Denver CO) Role : Project Architect + Project Manager Ivinson Memorial Hospital (Laramie, WY) St. Mary’s Hospital (Grand Junction CO) Great Plains Regional Medical Center (North Platte NE) Children’s Hospital (Denver CO) 2004 - 2009 : EUA (Milwaukee WI) Role : Quality Assurance Manager Production/PM/Design/Staff Develop/Data Mgmt Risk Mgmt : reviewed (25) projects 2010 - 2011 : H+L Architecture (Denver CO) Role : Senior Project Architect Children’s Hospital (Denver CO) Licensed Architect (CO 2003) 6
  • 7. Speaker Bio : HC Projects 7
  • 8. Speaker Bio : Condominiums 8
  • 9. 9 Speaker Bio : QC Examples
  • 10. 10 WHY … do we provide LSP’s ? State Licensure Requirements Wyoming of Health Aging Division – Life Safety Construction Branch Statutory + Rules Municipal Requirements Permit Requirements Delegated Jurisdictions for Final Plan Review Casper, Cheyenne, Cody, Gillette, Lander, Sheridan Standard of Care
  • 11. State Licensure Title 35 - Public Health and Safety Chapter 2 - Hospitals, Health Care Facilities and Health Services Article 9 - Licensing and Operations W.S. 35-2-906. Construction and expansion of facilities; exemption. (a) A licensee who contemplates construction of or alteration or addition to a health care facility shall submit plans and specifications to the division for preliminary inspection and approval prior to commencing construction. Significant changes to the original plans must also be submitted and approved prior to implementation. The plans and any changes shall indicate any increase in the number of beds. Chapter 3 Rules Regulations for HC Construction (ii) The fire safety code requirements for the construction and remodeling of any state-licensed healthcare facility shall meet the minimum requirements established in the National Fire Protection Association 101 Life Safety Code or any other code required to meet federal fire and life safety certification. If any code requirements for federal certification conflict with the code of any other state or local governmental entity, the code required for federal certification shall prevail. A separate plan for each floor, including smoke compartmentation, exit signage, fire extinguishers, fire alarm devices, pull stations, sprinklered areas, fire barriers, and corridor protection reflecting “NFPA 101: Life Safety Code.” 11
  • 12. 12 Standard of Care Legal term : “expectation” Expects the architect to merely perform his or her services in the same manner that other architects with similar experience, background, and education would perform under similar circumstances. Involves judgment : perfection is not expected Relative measure, not an absolute measure Professional Negligence Owner (plaintiff) must prove architect acted “below the standard of care” Architect does not have to prove his or her competence … … EXCEPT … … if the problem resulted directly from a building code violation in the design.
  • 13. 13 WHAT … are LSP’s ? Code Overview International Building Code (IBC) NFPA 101 Life Safety Code (LSC) Submitted LS Content Written Graphic
  • 15. 15 IBC Content Building Planning Life Safety Fire Protection Occupant Needs
  • 16. LSC Content Chapter 1 Administration Chapter 2 Referenced Publications Chapter 3 Definitions Chapter 4 General Chapter 5 Performance-Based Option Chapter 6 Classification of Occupancy and Hazard of Contents Chapter 7 Means of Egress Chapter 8 Features of Fire Protection Chapter 9 Building Service and Fire Protection Equipment Chapter 10 Interior Finish, Contents, and Furnishings Chapter 11 Special Structures and High-Rise Buildings Chapters 12-42 Occupancy Chapters Chapter 43 Building Rehabilitation Annex 16
  • 17. Ch 1-4, 6-11, 43 Many of the provisions are mandatory for all occupancies. Some provisions are mandated only when referenced by a specific occupancy, while others are exempted for specific occupancies. “Where permitted by Chapter 12 through Chapter 42 Provision can be used only where specifically allowed by an occupancy chapter. “Unless prohibited by Chapter 12 through Chapter 42 Provision is allowed in all occupancies unless specifically prohibited by an occupancy chapter. 17
  • 18. Example Provisions of 7.2.1.6.1 on delayed egress locks are allowed only when permitted by Chapter 12 through Chapter 42. Permission to use the delayed egress lock is normally found in the __.2.2 subsection of each occupancy chapter. For example, 12.2.2.2.5 specifically allows the use of delayed egress locks in new assembly occupancies. If this permission is not found in an occupancy chapter, the delayed egress lock cannot be used. Similar types of restricted permission are found for such items as security grilles, double cylinder locks, revolving doors, and so forth. 18
  • 19. Chapters 12-42 Ch 12-42 Occupancy Chapters 12/13 New/Exist Assembly 14/15 New/Exist Education 16/17 New/Exist Day-Care 18/19 New/Exist Health Care 20/21 New/Exist Ambulatory HC 22/23 New/Exist Detention/Corr 24 New/Exist Dwellings 25 Reserved 26/27 New/Exist Lodging 28/29 New/Exist Hotels Dorms 30/31 New/Exist Apartment 32/33 New/Exist Board Care 34/35 Reserved 36/37 New/Exist Mercantile 38/39 New/Exist Business 40 Industrial 41 Reserved 42 Storage 19
  • 20. Life Safety Content Written Content Worksheets Example : Occupant Load Calculations Structural : Design Loads (snow, wind, seismic) Graphic Content Show L-S components : difficult to describe Fire-Resistant Assemblies Means of Egress Occupant Load 20
  • 21. 21 WHO … contributes to LSP’s? Design Team Responsibilities Civil Landscape : Fire Dept access to site Structural : Design Loads Fire Protection : Automatic Sprinkler/Alarm Systems Plumbing : Incidental Use Areas (Boiler rooms) Mechanical : Fire Smoke Dampers Electrical : Illumination of Means of Egress Others : Hardware Suppliers - delayed egress locks
  • 22. 22 WHO … contributes to LSP’s? Owner (O) Site Survey : accurate information Use of Building : Program Example : Storage of hazardous materials? Maintain LS Plans 50% not correct (JCAHO) Contractor (C) A201 – paragraph 3.7.3 “ … not the Contractor’s responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations … “ Authority Having Jurisdiction (AHJ) Interpretations Deficiencies discovered during inspections
  • 23. LSP Focus - Occupancy Use Considerations Hazardous Nature of Building Contents Nature of the Occupants Quantity (Occupant Load) Mobility (Ambulatory) Knowledge of Building’s LS Components Construction Type Area (IBC) Stories (NFPA IBC) 23
  • 24. LSP Focus - Occupancy Use 24
  • 25. 25 LSP Focus - Means of Egress A continuous and unobstructed path of vertical and horizontal egress travel from any occupied portion of a building or structure to a public way. The means of egress consists of (3) separate and distinct parts : the exit access, the exit, and the exit discharge.
  • 26. 26 LSP Focus - Means of Egress EXIT ACCESS Leads from any occupied portion of a building to an exit. Exit Access Corridor EXIT Separated from other interior spaces of a building or structure by fire-resistance-rated construction and opening protectives as required to provide a protected path of egress travel between the exit access and the exit discharge. Exit Elements Exit enclosures : vertical (stairs and/or ramps) and/or horiz (ramps) Exit passageways Exterior exit stairs and/or ramps Exterior exit doors at ground level Horizontal exits : 1-way or 2-way EXIT DISCHARGE Between the termination of an exit and a public way. SAFE SAFER SAFEST
  • 27. 27 LSP Focus - Means of Egress EXIT ACCESS EXIT EXIT DISCHARGE CORRIDOR Corridor Continuity : no intervening rooms ?
  • 28. 28 LSP Focus - Fire-Resistive Ratings Ratings of walls openings of … Means of Egress Vertical Exit Enclosures : 2 Hrs Horizontal Exit Passageways : 2 Hrs Lobby : 0 Hrs Corridors : 0 Hrs Shaft Enclosures Hazardous Spaces Elevators MEP Shafts : 2 Hrs Occupancy Spaces Occupancy Separations : B + A-3 : 1 Hr Incidental Use Areas : furnace boiler rooms : 1 Hr Construction Types
  • 29. 29 LSP Focus - Fire-Resistive Ratings How it is typically identified … … and how it should be identified …
  • 30. 30 LSP Focus - Fire-Resistive Ratings Question Why don’t we just label rated walls on life safety plans with the hourly ratings instead of differentiating them with descriptions also ? Answer Hourly ratings alone do not convey the design intent to the Design Team, the Contractor, and the AHJ.
  • 31. 31 LSP Focus - Fire-Resistive Ratings How are F-R walls, barriers partitions different? Definition What they separate or protect Building separation, hazardous areas, shafts, corridors, smoke Materials of wall construction Noncombustible vs. combustible Fire resistance ratings 1, 2, 3, or 4 hrs? Continuity : horizontal vertical 30” beyond roofs vs. top of floor to underside of floor Openings Size restrictions (Example : not exceeding 120 sf) Duct/air transfer Allowed vs. not allowed Penetrations Joints
  • 32. 32 LSP Focus - Coordination LSP’s Ratings of walls Rating of openings A-Sheets Wall Types Door Frame Schedules Sections Details
  • 33. 33 LSP Focus - Coordination Wall Types - Diagrams
  • 34. 34 Healthcare Life Safety Plan Demonstration
  • 35. AIA Fall Conference - Workshop #2 Developing Life Safety Plans for Healthcare Projects September 20, 2014 MEDICAL OFFICE BUILDING (EXIST) HOSPITAL (EXIST) Existing Hospital Campus
  • 36. EMERGENCY MEDICAL OFFICE BUILDING (EXIST) CATH LAB PACU PHASE II PRE-OP SURGERY ADMITTING CENTRAL STERILE HOSPITAL (EXIST) New Hospital Addition Programming - Block Diagram
  • 37. B - Business (IBC) Existing Business (LSC) MEDICAL OFFICE BUILDING (EXIST) HOSPITAL (EXIST) Occupancy (Existing) I-2 Hospital (IBC) Existing Health Care (LSC)
  • 38. Question : When were the project area's date of construction (for CMS) and Preliminary Plan approval (for WDH)? Per CMS's SC-11-05-LSC : Review the date the facility first applied for admission into the program. The use of the EXISTING or NEW chapters of the LSC depends on the date of plan approval or the date of construction (if there is no plan approval process) for the facility’s building(s). If the facility’s building plans were approved or a building permit was issued or construction started after the effective date, (March 13, 2003), of the final regulation, the building or addition must be surveyed under 2000 NEW LSC. If the facility’s building plans were approved by a State Agency or building permit issued or construction started prior to the effective date, (March 13, 2003), of the final regulation, the building must be surveyed under 2000 EXISTING LSC. Occupancy (Existing)
  • 39. Question : When were the project area's date of construction (for CMS) and Preliminary Plan approval (for WDH)? Per CMS's SC-11-05-LSC : Review the date the facility first applied for admission into the program. The use of the EXISTING or NEW chapters of the LSC depends on the date of plan approval or the date of construction (if there is no plan approval process) for the facility’s building(s). If the facility’s building plans were approved or a building permit was issued or construction started after the effective date, (March 13, 2003), of the final regulation, the building or addition must be surveyed under 2000 NEW LSC. If the facility’s building plans were approved by a State Agency or building permit issued or construction started prior to the effective date, (March 13, 2003), of the final regulation, the building must be surveyed under 2000 EXISTING LSC. 2012 Occupancy (Existing) 1987 1975 2010 2004 2004 2008
  • 40. B - Business (IBC) New Business (LSC) New Ambulatory (LSC) Occupancy (Existing) I-2 Hospital (IBC) Existing Health Care (LSC) New Health Care (LSC)
  • 41. 6.1.141:.1.3* Where incidental to another occupancy, areas used as follows shall be permitted to be considered part of the predominant occupancy and shall be subject to the provisions of the Code that apply to the predominant occupancy: (1) Mercantile, business, industrial, or storage use (2) *Nonresidential use with an occupant load fewer than that established by Section 6.1 for the occupancy threshold A.6.1.141:.1.3 Examples of uses that might be incidental to an­other occupancy include the following: (1) Newsstand (mercantile) in an office building (2) Giftshop (mercantile) in a hotel (3) Small storage area (storage) in any occupancy (4) Minor office space (business) in any occupancy (5) Maintenance area (industrial) in any occupancy A..6.L14.L3(2) Examples of uses that have occupant loads below the occupancy classification threshold levels include the following: (1) Assembly use with fewer than 50 persons within a business occupancy (2) Educational use with fewer than 6 persons within an apartment building. Occupancy (Existing) Incidental Multiple Occupancies
  • 42. 6.1.141:.1.3* Where incidental to another occupancy, areas used as follows shall be permitted to be considered part of the predominant occupancy and shall be subject to the provisions of the Code that apply to the predominant occupancy: (1) Mercantile, business, industrial, or storage use (2) *Nonresidential use with an occupant load fewer than that established by Section 6.1 for the occupancy threshold A.6.1.141:.1.3 Examples of uses that might be incidental to an­other occupancy include the following: (1) Newsstand (mercantile) in an office building (2) Giftshop (mercantile) in a hotel (3) Small storage area (storage) in any occupancy (4) Minor office space (business) in any occupancy (5) Maintenance area (industrial) in any occupancy A..6.L14.L3(2) Examples of uses that have occupant loads below the occupancy classification threshold levels include the following: (1) Assembly use with fewer than 50 persons within a business occupancy (2) Educational use with fewer than 6 persons within an apartment building. Occupancy (Existing) Incidental Multiple Occupancies
  • 43. Existing Health Care Ambulatory New Business New New Health Care New Assembly I-2 Hospital (IBC) New Health Care (LSC) New Health Care Occupancy (Existing Addition) Multiple Occupancies
  • 44. li 8.1.1.4 Additions, Conversions, Modernization, Renovation, and Construction Operations. 18.1.1.4.1 Additions. Additions shall be separated from any existing structure not conforming to the provisions within Chapter 19 by a fire barrier having not less than a 2-hour fire resistance rating and constructed of materials as required for the addition. (See 4.6.11 and 4.6.7.) 4.6.7 Building Rehabilitation. 4.6.7.1 Rehabilitation work on existing buildings shall be classified as one of the following work categories in accor­dance with 43.2.2.1: (1) Repair (2) Renovation (3) Modification (4) Reconstruction (5) Change of use or occupancy classification (6) Addition 413.2.2.1.7 Additiol!ll. An increase in the building area, aggre­gate floor area, height, or number of stories of a structure. 18.1.2 MUJJJltiple Occupancies. 18.1.2.1 Multiple occupancies shall be in accordance with 6.1.14. 18.1.2.2* Sections of health care facilities shall be permitted to be classified as other occupancies, provided that they meet all of the following conditions: (1) They are not intended to serve health care occupants for purposes of housing, treatment, or customary access by patients incapable of self-preservation. (2) They are separated from areas of health care occupancies by construction having a fire resistance rating of not less than 2 hours. Occupancy (Existing Addition) Separated vs Non-Separated
  • 45. I-2 Hospital (IBC) New Health Care (LSC) 'fable 6.1.14.4.1 (a) Required Separation of Occupancies (houurs)*, Part 1 Occupancy Assembly :=; 300 Assembly 300 to :=;1000 Assembly 1000 Educational Day-Care 12 Clients Day-Care Homes Health Care Ambulatory Health Care Detention Correctional One- Two-Family Dwellings Lodging or Rooming Houses Hotels and Dormitories Assembly Assembly 300 to :=; 300 :=;1000 o Assembly 1000 o o Lodging Day-Care Ambulatory One- or Hotels 12 Day-Care Health Health Detention Two-Family Rooming Educational Clients Homes Care Care Correctional Dwellings Houses Dormitories 2 2 2t 2 2t 2 2 2 2 2 2 2t 2 2t 2 2 2 2 2 2 2t 2 2t 2 2 2 2 2 2t 2 2t 2 2 2 1 2t 2 2t 2 2 2 2t 2 2t 2 2 2 2t 2t 2t 2t 2t 2t 2 2 2 2t 2t 2t Occupancy Assembly :=; 300 Assembly 300 to :=;1000 Assembly 1000 Educational Day-Care 12 Clients Day-Care Homes Health Care Ambulatory Health Care Ambulatory Health Health Care Care 2t 2 2t 2 2t 2 2t 2 2t 2 2t 2 2t • The fire resistance rating is permitted to be reduced by I hour, but in no case to less than I hour, where the building is protected throughout by an approved automatic sprinkler system in accordance with 9.7.1.1 (I) and supervised in accordance with 9.7.2. t The I-hour reduction due to the presence of sprinklers in accordance with the asterisk footnote is not permitted.
  • 46. Occupancy (Existing Addition) Separated Occupancy
  • 47. MEDICAL OFFICE BUILDING (EXIST) HOSPITAL (EXIST) Means of Egress (Existing)
  • 48. EXIT ACCESS CORRIDORS EXIT DISCHARGE Means of Egress (Existing)
  • 49. Means of Egress (Existing Addition)
  • 50. Means of Egress (Existing Addition)
  • 51. 150'-0 122'-5 150'-0 150'-0 150'-0 150'-0 Means of Egress (Existing Addition) Travel Distances 150'-0 150'-0 116'-4 Ut2.6 Travel lDistam.iCe to JErit§. 18.2.6.1 Travel distance shall be measured in accordance with Section 7.6. 18.2.6.2 Travel distance shall comply with 18.2.6.2.1 through 18.2.6.2.6. 18.2.6.2.1 The travel distance between any room door required as an exit access and an exit shall not exceed 150 ft (46 m). 18.2.6.2.2 lReservedl. 18.2.6.2.3 The travel distance between any point in a room and an exit shall not exceed 200 ft (61 m). 18.2.6.2.4 lReseJrVedl. 18.2.6.2.5 The travel distance between any point in a health care sleeping room and an exit access door in that room shall not exceed 50 ft (15 m).
  • 52. 150'-0 Means of Egress (Existing Addition) 150'-0 150'-0 150'-0 150'-0 3.3.70.1* Horizontal Exit. Away of passage from one build­ing to an area of refuge in another building on approxi­mately the same level, or a way of passage through or around a fire barrier to an area of refuge on approximately the same level in the same building that affords safety from fire and smoke originating from the area of incidence and areas communicating therewith. Horizontal Exits 150'-0 150'-0 7.2.41 lHIorizonmi Exits. 7.2.41.1 Generall. 7.2.4U.1 Where horizontal exits are used in the means of egress, they shall conform to the general requirements of Sec­tion 7.1 and the special requirements of 7.2.4. 7.2.41.1.2* Horizontal exits shall be permitted to be substituted for other exits where the total egress capacity of the other exits (stairs, ramps, doors leading outside the building) is not less than half that required for the entire area of the building or connected buildings, and provided that none of the other ex­its is a horizontal exit, unless otherwise permitted by 7.2.4.1.3. 7.2.4.1.3 The requirement of 7.2.4.1.2 shall not apply to the following: (l) Health care occupancies as otherwise provided in Chap­ter 18 and Chapter 19 18.2.2.5 Horizontal Exits. Horizontal exits complying with 7.2.4 and the modifications of 18.2.2.5.1 through 18.2.2.5.7 shall be permitted. 18.2.2.5.1 Accumulation space shall be provided in accor­dance with 18.2.2.5.1.1 and 18.2.2.5.1.2. 18.2.2.5.1.1 Not less than 30 net ft2 (2.8 net m2 ) per patient in a hospital or nursing home, or not less than 15 net ft2 (1.4 net m2) per resident in a limited care facility, shall be provided within the aggregated area of corridors, patient rooms, treatment rooms, lounge or dining areas, and other similar areas on each side of the horizontal exit. 18.2.2.5.1.2 On stories not housing bed or litterborne patients, not less than 6 net ft2 (0.56 net m2 ) per occupant shall be pro­vided on each side of the horizontal exit for the total number of occupants in adjoining compartments.
  • 53. HORIZONTAL EXIT (2-WAY) HORIZONTAL EXIT (1-WAY) Means of Egress (Existing Addition) Horizontal Exits
  • 54. 02 01 04 03 6.1.li4.L2 Where exit access from an occupancy traverses an­other occupancy, the multiple occupancy shall be treated as a mixed occupancy. Means of Egress (Existing Addition) Exit Access Corridor Review
  • 55. SC1F SC1D SC1B SC1E SC1C SC1Z SC1A SC1Y Compartmentalization (Existing) Smoke Compartments (SC Level #)
  • 56. Compartmentalization (Existing) SC's and Fire Barriers (FB)
  • 61. SC1F SC1D SC1G SC1B SC1E SC1C SC1N SC1M SC1H SC1K SC1L SC1J SC1Z SC1A SC1Y Compartmentalization Smoke Compartments
  • 62. SC1F SC1D SC1G SC1B SC1E SC1C SC1N SC1M SC1H SC1K SC1L SC1J SC1Z SC1A SC1Y Compartmentalization Smoke Compartments FINAL
  • 63. Fire-Resistant Rated Construction Partitions Barriers
  • 64. Description Fire Walls (FW) : 705 Fire Barriers (FB) : 706 Shaft Enclosures (SE) : 707 Fire Partitions (FP) : 708 Smoke Barriers (SB) : 709 Smoke Partitions (SP) : 710 Building Separation Hazardous Area Separation Shaft Separation Corridor Separation Smoke Separation Smoke Separation Definition A fire-resistance-rated wall having protected openings, which restricts the spread of fire and extends continuously from the foundation to or through the roof, with sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall. A fire-resistance-rated wall assembly of materials designed to restrict the spread of fire in which continuity is maintained. Lacks the inherent structural integrity of FW's. Cannot terminate at a ceiling. Can separate building into different fire areas. The walls or construction forming the boundaries of a shaft (shaft: an enclosed space extending through one or more stories of a building, connecting vertical openings in successive floors, or floors and roof. A vertical assembly of materials designed to restrict the spread of fire in which openings are protected. A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. A continuous membrane designed and constructed to restrict the movement of smoke. General Serve to create separate buildings. Serve to create separate occupancies. Provide the same protection as exterior walls. Party walls: FW on the property line To be constructed without openings and shall create separate bldgs. Separate the following spaces: shaft enclosures (707.4), exit enclosures (1020.1), exit passageways (1020.1), horizontal exits (1022.1), atriums (404.5), incidental use areas (508.2), control areas, hazardous material (414.2.3) mixed occupancies (508.3.2), single occupancy fire-areas (Table 706.3.9), areas of refuge All vertical shafts: interior stairways (1005.3.2), refuse/linen chutes (707.13), elev/dumbwaiter hoistways (707.14) Required to separate the following: dwelling units (310.3), guestrooms in R-1 (310.3), tenant spaces in covered malls (402.7.2), corridor walls (1004.3.2.1.) Divide buildings into separate smoke compartments. Where SB are required: 407.4 407.8, Smoke control system: 909.5, Accessible M of E: 1003.2.13.5.2 SP are used to prevent smoke passage into corridors in Group I-2. (407.3) Sprinklers obviates the need for a fire-rating. Materials Any approved noncombustible materials Permitted by the bldg type of construction. (602) Fire-resistance-rated glazing (Exceptions) Bldgs of Type V construction No Table 705.4: Shafts connecting (4) stories or more: 2 hrs, 4-hr, 3-hr, 2-hr (minimum) Shafts connecting less than (4) stories: 1 hr, Type II or Type V Const: 2-hr (minimum) Not less than the floor assembly penetrated but not more than 2 Exterior Walls FW's provide the same level of structural integrity and independence as an exterior wall. FW's intersecting exterior walls (less than 180 degress): extend rating 4'-0 on either side. Where exterior walls are part of a required rated shaft or exit enclosure, such walls shall comply with 704 for exterior walls. (Exceptions) Yes 1 hr, 0.5 hrs, 0 hrs * *Corridor walls: 1 hr or 0 hrs (1004.3.2.1) Continuity Horizontal Extend 18 beyond exterior walls. From outside wall to outside wall Top of foundation or floor below to underside of the floor, roof deck or ceiling memebrane(constructed to limit smoke passage). (Exceptions) Yes Yes No Horiz Projections Extend to outer edge w/in 4' of FW. (Exceptions) Yes Vertical Extend 30 above both adjacent roofs. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. (Exceptions) Yes Yes No Yes Yes Any single opng: not exceed 120 sf Any single opng: not exceed 120 sf Section 714 Section 714 Section 714 Aggregate width not exceed 25% of wall length at any (1) floor area Aggregate width not exceed 25% of wall length. Prohibited openings: only those openings required for the purpose of the shaft. Openings protective shall have a minimum fire-protection of 20 minutes (0.3 hrs) (Exceptions) Yes: 120 sf max in full-sprinkled Yes No No Yes Section 711 Section 711 and 715 Prohibited penetrations: exit enclosures as per 1005.3.4.1 Only necessary penetrations in the SE are permitted. Ducts shall not penetrate exit shaft enclosures except ones that either ventilates or pressurizes the SE. (Exceptions) No No Yes No No Joints Section 713 Ducts/Air Transfer Opngs Not allowed (Exceptions) Yes: Section 712 and 716 if FW is not on a lot line Permitted by the bldg type of construction. (602) Section 712 Section 711 and 715 Openings Penetrations Section 712.2 and 712.3 Section 711 0 hrs (not required to have a fire-resistance rating) Section 711 No No Fire-resistance ratings 4 hr, 3 hr, 2 hr, 1 hr 1 hr (fire-resistance rating)
  • 65. Description Fire Walls (FW) : 705 Fire Barriers (FB) : 706 Shaft Enclosures (SE) : 707 Fire Partitions (FP) : 708 Smoke Barriers (SB) : 709 Smoke Partitions (SP) : 710 Building Separation Hazardous Area Separation Shaft Separation Corridor Separation Smoke Separation Smoke Separation Definition A fire-resistance-rated wall having protected openings, which restricts the spread of fire and extends continuously from the foundation to or through the roof, with sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall. A fire-resistance-rated wall assembly of materials designed to restrict the spread of fire in which continuity is maintained. Lacks the inherent structural integrity of FW's. Cannot terminate at a ceiling. Can separate building into different fire areas. The walls or construction forming the boundaries of a shaft (shaft: an enclosed space extending through one or more stories of a building, connecting vertical openings in successive floors, or floors and roof. A vertical assembly of materials designed to restrict the spread of fire in which openings are protected. A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. A continuous membrane designed and constructed to restrict the movement of smoke. General Serve to create separate buildings. Serve to create separate occupancies. Provide the same protection as exterior walls. Party walls: FW on the property line To be constructed without openings and shall create separate bldgs. Separate the following spaces: shaft enclosures (707.4), exit enclosures (1020.1), exit passageways (1020.1), horizontal exits (1022.1), atriums (404.5), incidental use areas (508.2), control areas, hazardous material (414.2.3) mixed occupancies (508.3.2), single occupancy fire-areas (Table 706.3.9), areas of refuge All vertical shafts: interior stairways (1005.3.2), refuse/linen chutes (707.13), elev/dumbwaiter hoistways (707.14) Required to separate the following: dwelling units (310.3), guestrooms in R-1 (310.3), tenant spaces in covered malls (402.7.2), corridor walls (1004.3.2.1.) Divide buildings into separate smoke compartments. Where SB are required: 407.4 407.8, Smoke control system: 909.5, Accessible M of E: 1003.2.13.5.2 SP are used to prevent smoke passage into corridors in Group I-2. (407.3) Sprinklers obviates the need for a fire-rating. Materials Any approved noncombustible materials Permitted by the bldg type of construction. (602) Fire-resistance-rated glazing (Exceptions) Bldgs of Type V construction No Table 705.4: Shafts connecting (4) stories or more: 2 hrs, 4-hr, 3-hr, 2-hr (minimum) Shafts connecting less than (4) stories: 1 hr, Type II or Type V Const: 2-hr (minimum) Not less than the floor assembly penetrated but not more than 2 Exterior Walls FW's provide the same level of structural integrity and independence as an exterior wall. FW's intersecting exterior walls (less than 180 degress): extend rating 4'-0 on either side. Where exterior walls are part of a required rated shaft or exit enclosure, such walls shall comply with 704 for exterior walls. (Exceptions) Yes 1 hr, 0.5 hrs, 0 hrs * *Corridor walls: 1 hr or 0 hrs (1004.3.2.1) Continuity Horizontal Extend 18 beyond exterior walls. From outside wall to outside wall Top of foundation or floor below to underside of the floor, roof deck or ceiling memebrane(constructed to limit smoke passage). (Exceptions) Yes Yes No Horiz Projections Extend to outer edge w/in 4' of FW. (Exceptions) Yes Vertical Extend 30 above both adjacent roofs. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. Extend from the top of the floor/ceiling assembly below to the underside of the floor or roof slab or deck above. (Exceptions) Yes Yes No Yes Yes Any single opng: not exceed 120 sf Any single opng: not exceed 120 sf Section 714 Section 714 Section 714 Aggregate width not exceed 25% of wall length at any (1) floor area Aggregate width not exceed 25% of wall length. Prohibited openings: only those openings required for the purpose of the shaft. Openings protective shall have a minimum fire-protection of 20 minutes (0.3 hrs) (Exceptions) Yes: 120 sf max in full-sprinkled Yes No No Yes Section 711 Section 711 and 715 Prohibited penetrations: exit enclosures as per 1005.3.4.1 Only necessary penetrations in the SE are permitted. Ducts shall not penetrate exit shaft enclosures except ones that either ventilates or pressurizes the SE. (Exceptions) No No Yes No No Joints Section 713 Ducts/Air Transfer Opngs Not allowed (Exceptions) Yes: Section 712 and 716 if FW is not on a lot line Permitted by the bldg type of construction. (602) Section 712 Section 711 and 715 Openings Penetrations Section 712.2 and 712.3 Section 711 0 hrs (not required to have a fire-resistance rating) Section 711 No No Fire-resistance ratings 4 hr, 3 hr, 2 hr, 1 hr 1 hr (fire-resistance rating)
  • 66. Smoke Barriers (SB) : 709 Smoke Separation A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. Divide buildings into separate smoke compartments. Where SB are required: 407.4 407.8, Smoke control system: 909.5, Accessible M of E: 1003.2.13.5.2 Fire-Resistant Rated Construction Partitions Barriers
  • 67. Fire Barriers (FB) : 706 Hazardous Area Separation A fire-resistance-rated wall assembly of materials designed to restrict the spread of fire in which continuity is maintained. Lacks the inherent structural integrity of FW's. Cannot terminate at a ceiling. Can separate building into different fire areas. Separate the following spaces: shaft enclosures (707.4), exit enclosures (1020.1), exit passageways (1020.1), horizontal exits (1022.1), atriums (404.5), incidental use areas (508.2), control areas, hazardous material (414.2.3) mixed occupancies (508.3.2), single occupancy fire-areas (Table 706.3.9), areas of refuge Fire-Resistant Rated Construction Partitions Barriers
  • 68. Table 18.3.2.1 Hazardous Area Protection Hazardous Area Description Boiler and fuel-fired heater rooms Central/bulk laundries larger than 100 ft2 (9.3 m2 ) Laboratories employing flammable or combustible materials in quantities less than those that would be considered a severe hazard Laboratories that use hazardous materials that would be classified as a severe hazard in accordance with NFPA 99, Standard for Health Care Facilities Paint shops employing hazardous substances and materials in quantities less than those that would be classified as a severe hazard Physical plant maintenance shops Soiled linen rooms Storage rooms larger than 50 ft2 (4.6 m2 ) but not exceeding 100 ft2 (9.3 m2 ) and storing combustible material Storage rooms larger than 100 ft2 (9.3 m2 ) and storing combustible material Trash collection rooms Separation/ Protection 1 hour 1 hour See 18.3.6.3.9. 1 hour 1 hour 1 hour 1 hour See 18.3.6.3.9. 1 hour 1 hour A.18.3.6.l(3) A typical nurses' station would normally con­tain one or more of the following with associated furniture and furnishings: (1) Charting area (2) Clerical area (3) Nourishment station (4) Storage of small amounts of medications, medical equip-ment and supplies, clerical supplies, and linens (5) Patient monitoring and communication equipment
  • 69. Fire Barriers (FB) : 706 Hazardous Area Separation A fire-resistance-rated wall assembly of materials designed to restrict the spread of fire in which continuity is maintained. Lacks the inherent structural integrity of FW's. Cannot terminate at a ceiling. Can separate building into different fire areas. Separate the following spaces: shaft enclosures (707.4), exit enclosures (1020.1), exit passageways (1020.1), horizontal exits (1022.1), atriums (404.5), incidental use areas (508.2), control areas, hazardous material (414.2.3) mixed occupancies (508.3.2), single occupancy fire-areas (Table 706.3.9), areas of refuge Fire-Resistant Rated Construction Partitions Barriers
  • 70. Shaft Enclosures (SE) : 707 Shaft Separation The walls or construction forming the boundaries of a shaft (shaft: an enclosed space extending through one or more stories of a building, connecting vertical openings in successive floors, or floors and roof. All vertical shafts: interior stairways (1005.3.2), refuse/linen chutes (707.13), elev/dumbwaiter hoistways (707.14) Fire-Resistant Rated Construction Partitions Barriers
  • 71. Smoke Partitions (SP) : 710 Smoke Separation A continuous membrane designed and constructed to restrict the movement of smoke. SP are used to prevent smoke passage into corridors in Group I-2. (407.3) Sprinklers obviates the need for a fire-rating. Fire-Resistant Rated Construction Partitions Barriers
  • 72. Fire-Resistant Rated Construction Partitions Barriers
  • 73. Fire-Resistant Rated Construction Partitions Barriers
  • 74. FIRE/SMOKE BARRIER 2-HR FIRE/SMOKE BARRIER 1-HR FIRE/SMOKE BARRIER Fire-Resistant Rated Construction Fire/Smoke Barriers
  • 75. FIRE/SMOKE BARRIER 2-HR FIRE/SMOKE BARRIER 1-HR FIRE/SMOKE BARRIER Fire-Resistant Rated Construction FINAL
  • 76. EMERGENCY MEDICAL OFFICE BUILDING (EXIST) CATH LAB PACU PHASE II PRE-OP SURGERY ADMITTING CENTRAL STERILE HOSPITAL (EXIST)
  • 77. Conclusion 1.2 Purpose. The purpose of this Code is to provide minimum requirements, with due regard to function, for the design, operation, and maintenance of buildings and structures for safety to life from fire. Its provisions will also aid life safety in similar emergencies. 35
  • 78. 36 Conclusion Questions ? ? ? Comments ? ? ? Concerns ? ? ? Suggestions ? ? ?