NEOM SFSP - TROJENA CAMP
FLS REPORT- FIRE PROTECTION
JUNE 2 0 2 4
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NEOM SFSP - TROJENA CAMP
KINGDOM OF SAUDI ARABIA
FLS REPORT
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TABLE OF CONTENTS:
1. SUMMARY ............................................................................................................. 004
2. INTRODUCTION ............................................................................................ 004
3. CLASSIFICATION OF BUILDING OCCUPANCY AND HAZARD ANALYSIS ......... 006
4. CONSTRUCTION REQUIREMENT ...........................................................................008
5. MEANS OF EGRESS ...............................................................................................014
6. FIRE PROTECTION AND SUPPRESSION ........................................................... 022
7. FIRE DETECTION AND ALARM SYSTEM ........................................................... 028
8. FIRE SERVICE PROVISIONS .............................................................................. 033
9. FIRE DEPARTMENT CONNECTION……………………………………………………. 039
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1. SUMMARY
The purpose of this document is to outline the Fire/Life safety principles that would be
adopted in the development and ascertain the compliance of such provisions with
respect to relevant recognized Codes based on the review of drawings provided by the
design team.
This advice is based on the review of the provided architectural drawings. It can be
demonstrated that with the inclusion of the requirements summarized within this report,
the design of the building will comply with the applicable Code and the authority having
jurisdiction requirements.
2. INTRODUCTION
The intent of this report is to develop a fire and life safety strategy specifically for; NEOM
SFSP - TROJENA CAMP, KSA. This report covers the buildings and site-wide fire safety
requirements, and also presents the basic assumptions, codes and standards used in the
design.
Scope and Purpose
The purpose of this report is to outline the minimum fire protection measures that required
to meet the following key fire safety design objectives:
 Protect occupants who are not intimate with the initial fire development.
 Improve the survivability of occupants intimate with the initial fire development.
 Protect and facilitate the operations of emergency services personnel.
 Prevent fire spreading to adjacent buildings and properties.
Limitations
This report has been prepared specifically for the above developments and is not valid for any
Other development. The recommendations of the report may subject to final approval by
Authority Having Jurisdiction (AHJ).
The report does not specifically consider property damage such as building and contents
Damage caused by fire, potential increased insurance liability and loss of business continuity.
This report is prepared in good faith and with due care for design information purposes only,
And should not be relied upon as providing any warranty or guarantee that ignition or a fire
will not occur.
Assumptions
The assumptions adopted by this report are listed as following:
 The protection methods of this Report are based on the hazards associated with fire and
other events that have comparable impact on site buildings and the occupants.
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•
•
Protection against certain other hazards (such terrorist acts) will generally require
protection.
Methods beyond those required by Fire Codes.
•
The fire protection methods of this report assume a single fire source.
Design criteria
Applicable Codes and Standards The development requires compliance with the
prescriptive requirements of new edition of Saudi Building Code. Generally, the Saudi
Building Code (SBC_201) and Saudi Fire Code (SBC_801) 2018 editions are the framework
codes for this report and will constitute the main source of information. Where other codes
or standards are particularly adopted, it will be explicitly mentioned.
The fire strategies will be based on the prescriptive-based methods of the codes, thus,
Performance-based design has not been considered.
In addition to the framework applicable codes (SBC), the report may reference specific
standards for the design and installation of the required systems. Also, SBC refers to
certain NFPA and other standards to be followed since these standards provide more
details.
According to (NEOM-NEN-SCH-005_02), NFPA references are listed under technical
reference as supplemental information and design methods, however, these references
shall not be used in not in lieu of SBC requirements.
Hence, the design codes, standards, and procedures that are required for this project
include the following:
•
•
•
NEOM-NLF-PRC-002_03.00 - Fire Safety Approvals Procedure
NEOM-NLF-TGD-001_01.00 - Fire Station Design
NFPA 10 Standard for Portable Fire Extinguishers (2022 Edition).
•
•
•
NFPA 13 Standard for the Installation of Sprinkler Systems (2022 Edition)
NFPA 14 Standard for the Installation of Standpipe & Hose System (2019 Edition)
NFPA 20: Standard for the Installation of Stationary Pumps for Fire Protection, 2022
Edition
NFPA 22: Standard for Water Tanks for Private Fire Protection (2023 Edition)
NFPA 25 Standard for the Inspection, Testing, and Maintenance of Water-Based Fire
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
Protection Systems (2020 Edition)
NFPA 70 National Electrical Code (2020 Edition)
NFPA 72 National Fire Alarm and Signaling Code (2022 Edition)
NFPA 80 Standard for Fire Doors and Other Opening Protectives (2022 Edition)
NFPA 110 Emergency and Standby Power Systems (2022 Edition)
NFPA 1710 Standard for the Organization and Deployment of Fire Suppression
Operations,
Emergency Medical Operations, and Special Operations to the Public by Career Fire
Departments (2020 Edition)
SBC-201 Saudi Building Code-General
SBC-801 Saudi Fire Code-General
NFPA 2001 Standard on Clean Agent Fire Extinguishing Systems (2022 Edition)
International Building Code Commentary (2018 Edition)
International Fire Code Commentary (2018 Edition)
ASME17.1-2016CSAB44-16SafetyCodeforElevatorsandEscalator
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3. CLASSIFICATION OF BUILDING OCCUPANCYAND HAZARD ANALYSIS
CLASSIFICATION OF OCCUPANCIES
In accordance with SBC_201 Chapter 3, Buildings within this development or
portions of structures shall be classified with respect to occupancy in one or
more of the groups listed below.
 Office buildings: Group B.
A room or space that is intended to be occupied at different times for different
purposes shall comply with all of the requirements that are applicable to each
of the purposes for which the room or space will be occupied.
Where a structure is proposed for a purpose that is not specifically provided in
the SBC_201, such structure shall be classified in the group that the occupancy
most nearly resembles.
Based on the current design and criteria provided in SBC_201 chapter 3, the
building within this development involves the following occupancies.
O occupancy Classifica�on
OCCUPANCY
Group B
Group A3
Group A3
Group A3
Group A3
Group F-1
Group S-1
Group S-1
Group F-1
Group B
Group R-2
Group R-2
Group A3
Group A3
AREA
Construction TYPE Per and SBC 201 Table506.2
BUILDING NAMES
M2
821.25
IIB Type (Noncombustible)
ADMINISTRATION BUILDING
37
IIB Type (Noncombustible)
MOSQUE
112
IIB Type (Noncombustible)
DINNING HALL
40
IIB Type (Noncombustible)
GYM
40
IIB Type (Noncombustible)
CLINIC
25
IIB Type (Noncombustible)
LAUNDRY
20
IIB Type (Noncombustible)
DRY STORAGE
20
IIB Type (Noncombustible)
COLD STORAGE
38
IIB Type (Noncombustible)
KITCHEN
12
IIB Type (Noncombustible)
GUARD ROOM
38 --TO--376 TOTAL IIB Type (Noncombustible)
20 UNIT SINGLE BED ACCOMDATION
38.19--TO--946.36 TOTAL IIB Type (Noncombustible)
50 UNIT TWO BED ACCOMDATION
70
IIB Type (Noncombustible)
RECREATION
74
IIB Type (Noncombustible)
MAJLIS
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Building Height and Depth
The building height to be measured from the top of the highest occupied or usable
story to
The lowest level of fire service access. As per the current development design all
buildings have
A height below 3.0 m height, accordingly, not classified as high-rise buildings.
Also, all buildings have no floor level used for human occupancy more than 9 m
below the
Finished floor of the lowest level of exit discharge; accordingly, underground
building’s
Requirements are not applied.
Hazard of Contents
Considering the nature of the occupancies and the likelihood of contents that
would burn with moderate rapidity with a considerable volume of smoke, most of
structures have been classified as Light / Ordinary Hazard in accordance with
NFPA 13.
As for the fuel storage tanks, the design shall be in compliance with SBC_801
Chapter 57 and NFPA 30.
All fuel tanks for the Storage of Liquids that serve generator sets are aboveground
Tanks and in compliance with NFPA 30 chapter 23. U/G storage tanks are not
provided or installed within this development.
The contractor is responsible to ensure the requirements of spill control and
secondary
Containment as per chapter 57 of SBC_801 and NFPA 30. Also, the contractor shall
verify the flammable liquids in terms of flash point and boiling point to ensure the
correct flammable liquid classification.
Helistops and Heliports
No helipad or heliports are intended for this development.
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3. CONSTRUCTION REQUIREMENTS
Construction TYPE Per and SBC 201 Table506.2
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
IIB Type (Noncombustible)
BUILDING NAMES
ADMINISTRATION BUILDING
MOSQUE
DINNING HALL
GYM
CLINIC
LAUNDRY
DRY STORAGE
COLD STORAGE
KITCHEN
GUARD ROOM
20 UNIT SINGLE BED ACCOMDATION
50 UNIT TWO BED ACCOMDATION
RECREATION
MAJLIS
Construction Type
The structure for the buildings was classified as Type IB (Fire resistive and Noncombustible) or Type IIB (non-combustible and has no fire resistance)
according to SBC 201- section 602.2 and Table 601 (Fire-resistance rating
requirements for building elements (hours)) the resistance rating is compatible
with the following on Table:
Structural Fire Resistance
According to the proposed construction type, fire-resistance rating
requirements for building’s structural elements (in hours) shall be as following:
Structural Fire Resistance
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Materials prescribed herein for fire resistance shall conform to the requirements
of SBC_201 chapter 07.
The fire resistance rating of building elements, components or assemblies shall
be determined in accordance with the test procedures set forth in ASTM E 119
or UL 263 or in accordance with Section 703.3 of SBC_201.
Exterior Walls Fire-Resistance Rating
FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ONFIRE
SEPERATION Distanced
Exterior Walls Fire-Resistance.
Exterior walls; exterior wall coverings; exterior wall openings; exterior windows
and doors; architectural trim; balconies and similar projections shall be
constructed and installed in accordance with SBC_201 chapter 14. The
contractor is responsible for providing all required tests and certificates to
prove compliance with code requirements.
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Fire Separation
Incidental uses are ancillary functions associated with a given occupancy that
generally pose a greater level of hazard to that occupancy.
Incidental uses located within single occupancy or mixed occupancy buildings
shall be limited to those uses listed in below table. Separation of various spaces and
functions shall be in accordance to below table.
Fire separation for various spaces
ROOM OR AREA
Waste And Linen Collection Rooms Over 9
m2
Electric Rooms
Telephone / Data Rooms
Server And Ups Rooms
Vertical Openings – SBC201 SECTION
712.1.1 & 713.4
SEPARATION
1 Hour – SBC 201 - TABLE 509
INCIDENTAL USES
2 hours (Omitting sprinkler is permitted by
NFPA 13) – SBC 201 section 903.3.1.1.1
2 Hour
2 hours (Omitting sprinkler is permitted by
NFPA 13) – SBC 201 section 903.3.1.1.1
Fire-resistance rating. Shaft enclosures shall
have a fire-resistance rating of not less than 2
hours where connecting four stories or more,
and not less than 1 hour where connecting less
than four stories.
The number of stories connected by the shaft
enclosure shall include any basements but not
any mezzanines
Note. Vertical openings shall not be less than
required by construction type.
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Corridors Construction
Corridors shall be fire resistance rated in accordance with Table 1020.1 of
SBC_201.
SBC_201 Chapter 10, Table 1020.1, exempts corridors to be fire resistance for:
groups A, M, and B where the building is Sprinklered As per NFPA 13 and NFPA
13R for Residential Buildings , based on the above criteria, buildings will not be
protected with fire resistance enclosed corridors except for residential buildings
will be protected with 30 minutes fire barriers with 20 minutes doors.
Opening Protectives
Opening protectives shall comply with the provisions of the table below where
applicable. Fire door assemblies also shall be installed in accordance with
NFPA 80.
SBC 201 TABLE 716.5
OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
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Exterior Opening protective
Maximum area of exterior wall openings based on fire separation distance and degree
of Opening protection shall be based on SBC_201 Table 705.8 where separation
distance Between buildings are within 1.5 m. This case is limited to some
residential buildings as shown in drawings.
Where buildings are separated within 1.5 m, buildings are Sprinklered with
unprotected opening the max. Allowable area of exterior wall openings is 15%.
Penetrations and Air Transfer Openings
Penetrations through Fire-resistance-rated walls shall be protected by an
approved Penetration fires-top system installed and tested in accordance with
ASTM E81 4 or UL 1479 and comply with section 714 of SBC_201.
Ducts and air transfer openings of fire barriers shall be protected with listed fire
dampers in accordance with section 717 of SBC_201. Fire damper rating shall
be 1 ½ Hours where penetrate fire-resistance-rated assemblies less than 3-hours,
however, it’s exempted for 1-hour fire barrier walls where duct system constructed
of sheet steel not less than No. 26 gage thickness and continuous from the airhandling appliance or equipment to the air outlet and inlet terminals.
Interior Wall and Ceiling Finish Materials
The requirements of interior finishes are intended to restrict the spread of fire
over the
Continuous surface forming the interior portions of the building.
In accordance with chapter 8 of SBC_201, The requirements of interior wall and
ceiling finish depend on Class shall be considered.
Although the criteria provided in SBC_201 chapter 8, it is highly recommended
to restrict finishes materials to non-combustible materials or at least limited
combustible materials (Class A or B), thus, Class C shall not be utilized.
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Building Interior Finishes
For Interior floor finish requirements, the minimum critical radiant flux shall be
not less than Class II, 0.22 watts/cm2 or greater, in accordance with ASTM
E648or NFPA 253.
5. MEANS OF EGRESS
SBC201 and SBC801 prescribe requirements for the size, location, and arrangement
of exits from the facility. Table identify the requirements for the buildings in the
project that have been designed.
OCCUPANT LOAD
The occupant load is derived from the relevant Occupant Load Factor (OLF)
and the gross or net floor area in accordance with Saudi Building Code SBC.
The occupant load factors are generally expressed via two measurements,
namely net and gross floor area as nominated within below table.
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BUILDINGS NAME
OCCUPANCY
AREA
SQ.M
OCCUPANCY
FACTOR
M2/person SBC801 1004.1.2
ADMINISTRATION
BUILDING
Group B
821.25
9.00 Gross
91
Max. load
MOSQUE
Group A3
37
0.46 net
17
Max. load
DINNING HALL
Group A3
112
0.46 net
52
Max. load
GYM
Group A3
40
0.46 net
19
Max. load
CLINIC
Group A3
40
0.46 net
19
Max. load
LAUNDRY
Group F-1
25
19.00 Gross
19 Gross
Max. load
DRY STORAGE
Group S-1
20
28.00 Gross
28 Gross
Max. load
COLD STORAGE
Group S-1
20
28.00 Gross
28 Gross
Max. load
KITCHEN
Group F-1
38
19.00
19 Gross
Max. load
GUARD ROOM
Group B
12
9.00 Gross
9 Gross
Max. load
20 UNIT SINGLE BED
ACCOMDATION
Group R-2
19.00
19 Gross
Max. load
50 UNIT TWO BED
ACCOMDATION
Group R-2
19.00
19 Gross
Max. load
RECREATION
Group A3
70
0.46 net
33
Max. load
MAJLIS
Group A3
74
34
Max. load
38 --TO-376
TOTAL
38.19--TO-946.36
TOTAL
0.46 net
NO OF
OCCUPANCY
PERSON
% OF LOAD
The fire life strategy drawings will clarify the egress components for all buildings as
the following not limited:
a) Common path of travel, dead-ends, total travel distance.
b) Door discharge capacity and actual capacity
c) Locations of all hazardous storage areas
d) Locations of all fire-rated barriers
e) Locations of all smoke-rated barriers
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f) Locations of designated smoke compartments
g) Locations of chutes and shafts
h) Fire extinguisher locations
i) Occupancy type and load factors
MEANS OF EGRESS COMPONENTS
Doors
Door Opening / Clear Width
As per SBC_201 section 1005, the clear width of doorways shall be minimum 800 mm
wide or
the egress width required based on the calculated occupant load, whichever is
greater. The
maximum width of a swinging door leaf shall be 1200 mm nominal and the height of
door
openings shall be not less than 2000 mm.
Where a pair of doors is provided, not less than one of the doors shall provide not less
than 800
mm. the below figures show different cases (opening angel) of measuring clear door
width.
Figure 1: Door width – egress capacity
Door Requirements
Door swing direction constitutes a main role for occupants’ egress during panic
evacuation.
Doors shall swing in the direction of exit for all exit staircase doors, exit main doors,
rooms with
high-hazard contents, and where the expected occupant load of the space is more
than 49
persons, and horizontal exits.
Door opening force shall be in compliance with SBC_201 section 1010.1.3. Door
Encroachment shall be in accordance with SBC_201 section 1005.7 and shall not
reduce the width by more than ½ in any position.
Self-Closing Doors
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All doors which are located within walls constructed of fire/smoke resistant
material shall be provided with self-closing devices as depicted below. Where
double doors are provided, a sequence selector or door coordinator shall be
fitted to ensure the door leaves close in the correct sequence.
Figure 2: Self-Closing Doors
In accordance with SBC 201 1010.1.1 for swinging door assemblies, egress capacity
width should be measured as follows:
•
•
•
•
•
The measurement should be taken at the narrowest point in
the door opening.
The measurement should be taken between the face of the
door leaf and the stop of the frame.
For new swinging doors assemblies, the measurement should
be taken with the door leaf open 90 degrees.
Projections of not more than 90mm at each side of the door
openings at a height of not more than 965mm should not be
considered reductions in egress capacity width.
Projections exceeding 2030mm above the floor should not be
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considered reductions in egress capacity width.
Figure 3: Door width – egress capacity with permitted
obstructions
Door Swing
All doors opening directly into an exit enclosure such as an exit stair or exit corridor,
should swing in the direction of exit travel. In addition, all exit discharge doors should
swing in the direction of exit travel.
Where rooms are occupied by more than 50 persons, egress doors serving that room or
area should also swing in the direction of travel.
During its swing, any door in a means of egress should leave not less than one-half of
the required width of an aisle, a corridor, a passageway, or a landing unobstructed
and should project not more than 180mm into the required width of an aisle, a corridor,
a passageway or a landing when fully open. Refer to the following figure.
1010.1.4.2 Power-operated doors.
Power-operated doors in accordance with SBC 201, Section 1010.1.4.2
Figure 4: Door leaf swing into corridor
Self-Closing and Automatic Closing Devices
Door Locking Arrangement
Locks, if provided, shall not require the use of a key, a tool, or special
knowledge or effort to operate from the egress side. However, using door locks
with keys shall be very limited.
Where locks are provided, the key shall be designed not to be removable
when the door leaf is locked from the egress side.
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For safety measures, a readily visible durable sign is posted on the egress side
on or adjacent to the door stating: (THIS DOOR TO REMAIN UNLOCKED WHEN
THIS SPACE IS OCCUPIED).
The sign shall be in letters (25 mm) high on a contrasting background,
whoever, door locks are not permitted for Group-A occupancies where
occupant load is expected to be more than300.
Panic and Fire exit hardware shall be provided in accordance with SBC_201 for
Group-A were
occupant load is more than 50 persons and for doors serving high-hazard
areas in accordance with SBC_201 section 1010.1.10.
Panic Hardware / Push Bar
As per SBC 201 1010.1.10, doors in a required means of egress from an area having an
occupancy load of 100 or more people are permitted to be provided with a latch or
lock only if the latch or lock is panic hardware or fire exit hardware.
NFPA 101 Life Safety Code® Handbook (2018 Edition)
Chapter 10 - Exhibit 7.59
Figure 5: Panic hardware with actuating crossbar (top) and panic hardware
with push-pad actuating member bottom.
Electrically locked / access-controlled doors shall be released in case of fire and shall
be interlocked with fire alarm control panels. Power-operated doors, such sliding
doors shall be in compliance with SBC_201 section 1010.1.4.2.
Ramps SBC-201 SECTION 1012 RAMP
Ramps used as part of a means of egress shall have a running slope not steeper than
(8-
percent slope) horizontal. The slope of other pedestrian ramps shall not be
steeper than (12.5percent slope) horizontal. The rise for any ramp run (vertical
rise) shall be (750 mm) maximum. In case of vertical run increases 750 mm, an
intermediate landing shall be provided.
Handrail and Guardrail SBC 201 SECTION 1014
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Every stair, steps, and ramps shall be provided with handrails at both sides. This applies
to means of egress including exit discharge from an exit door to public way or
evacuation assembly point.
Handrail height, measured above stair tread nosing, or finish surface of ramp
slope, shall be uniform, not less than (850 mm) and not more than (950 mm).
Where handrails are not continuous, the handrails shall extend horizontally not
less than (300 mm) beyond the top riser and continue to slope for the depth of
one tread beyond the bottom riser.
At ramps where handrails are not continuous between runs, the handrails shall
extend horizontally above the landing (300 mm) minimum beyond the top and
bottom of ramp runs.
The extensions of handrails shall be in the same direction of the flights of stairs
at stairways and the ramp runs at ramps.
Handrail gripping surfaces shall be continuous, without interruption by newel
posts or other obstructions. The handrails shall be graspable as shown below.
Figure 6: Elevation & Plan of Handrail Detail
Guards shall be located at aisles, stairs, ramps and landings that are located
more than 750mm measured vertically to the floor or grade below at any point
within 900 mm horizontally to the edge of the open side. Guards shall be not
less than 1000 mm high, measured vertically.
Guards shall not have openings that allow passage of a sphere 100 mm in
diameter from the walking surface to the required guard height.
Exit Stair Number
The minimum number of exits or access to exits per story shall be according to the
below table.
1. Occupant load less than 500 — not less than 2
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2. Occupant load more than 500 but not more than 1000 — not less
than 3
3. Occupant load more than 1000 — not less than 4
As per the current design layout, each building has 2 remote exit stairs, and the
occupant load per floor will not exceed 500 persons.
Arrangement of Exits
The exits shall be arranged such that the dead-end corridor, common path
and travel distance requirements are satisfied. According to Saudi Building
Code SBC_201 Chapter 10, the limitation of travel distances and dead ends
shall be as following:
Table of DE and TD limitations.
Common path of egress travel distance shall be in accordance to the below
table:
Where occupant load exceeds the values shown above, at least two exit
access routes shall be provided.
Where more than 1 exit, exit access or exit discharge is required to serve a
portion of a building, they must be remotely located from each other to
minimize the potential that a single fire incident could compromise multiple
means of egress.
Remoteness between exits shall be 1/3 the diagonal of space or structure
where the building is sprinklered.
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Figure 7: EXIT SEPARATION
Means of Egress Illumination
Illumination shall be provided throughout the exit access (stairs, aisles,
corridors, ramps, and passageways leading to an exit), exits and exit discharge
(stairs, ramps and walkways leading to a public way).
According to Saudi Building Code SBC_201 Section 1008, the means of egress
illumination level shall be not less than 1 foot candle (11 lux) at the walking
surface.
The required illumination level shall be arranged such that the failure of any
single lighting does not result in an illumination level of less than 2.15 lux.
Emergency Lighting
Illumination level under emergency power - in accordance with SBC_801 section
1008.3.
Emergency lighting facilities shall be arranged to provide initial illumination that
is not less than an average of 11 lux and a minimum at any point of 1 lux
measured along the path of egress at floor level.
1008.2 Illumination required. The means of egress serving a room or space shall
be illuminated at all times that the room or space is occupied.
Generally, In the event of power supply failure in rooms and spaces that
require two or more means of egress, an emergency electrical system shall
automatically illuminate all of the following areas:
 Aisles.
 Corridors.
 Exit access stairways and ramps In the event of power supply failure in
buildings that require two or more means of egress, an emergency electrical
system shall automatically illuminate all of the following areas:
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 Interior exit access stairways and ramps.
 Interior and exterior exit stairways and ramps.
 Exit passageways.
 Vestibules and areas on the level of discharge used for exit discharge in
accordance with Section 1028.1
 Exterior landings as required by SBC-202 Section 1008.3.5.B for exit doorways
that leads directly to the exit discharge. Illumination levels shall be permitted to
decline to 6 lux average and a minimum at any point of 0.6 lux at the end of
the emergency lighting time duration. A maximum-to-minimum illumination
uniformity ratio of 40 to 1 shall not be exceeded.
The emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of self-contained storage batteries.
Exit Signs
Exits and exit access doors shall be marked by an approved exit sign readily
visible from any direction of egress travel, where the exit or the path of egress
travel is not immediately visible to the occupants. Intervening means of egress
doors within exits shall be marked by exit signs.
Exit sign placement shall be such that no point in an exit access corridor or exit
passageway is more than 30 m or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. However, exit signs are not
required in rooms or areas that require only one exit or exit access, however it
is recommended. Exit signs shall be internally or externally illuminated and shall
be illuminated at all times. In case of power loss, the sign illumination means
shall be connected to an emergency power system (Batteries or Generators)
for duration of not less than 90 minutes in accordance with chapter 27 of Saudi
Building Code SBC_201.
The proposed exit signs for this facility are Internally illuminated exit signs. As per
SBC_201 section 1013.5 Electrically powered, self-luminous and photo
luminescent exit signs shall be listed and labeled in accordance with UL 924
and shall be installed in accordance with the manufacturer’s instructions and
Chapter 27. Exit signs shall be illuminated at all times. No exact dimensions for
exit sign device or text height. Exit sign locations are shown in FLS strategy
drawings.
A sign stating EXIT in visual characters, raised characters and braille and
complying with ICC A117.1 shall be provided adjacent to an exterior area for
assisted rescue, an exit stairway or ramp, and the exit discharge.
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Figure 8: Directional Exit Signs
Evacuation Assembly Points
An Evacuation Assembly Point (EAP) is an open safe area away from the
building where the occupants will not interfere with responding emergency
services nor place themselves at risk of injury from the emergency. The
Evacuation assembly points shall be located not less than 15m away from the
building, however site arrangement involves sufficient areas suitable for EAP to
be used in case of fires. The shown pictograph is proposed as EAP sign.
Figure 9: Evacuation Assembly
Ceiling Height and Headroom
Stairways shall have a headroom clearance of not less than 2000 mm
measured vertically from a line connecting the edge of the nosing. Other
means of egress shall have a ceiling height of not less than 2300 mm above
the finished floor.
Protruding objects are permitted to extend below the minimum ceiling height
required where minimum headroom of 2000 mm is provided over any
circulation paths, including walks, corridors, aisles and passageways. Not more
than 50 percent (50%) of the ceiling area of a means of egress shall be
reduced in height by protruding objects. The below figure illustrates the clear
headroom required for various locations.
Figure 10: Ceiling Height and Head
NEOM SFSP - TROJENA
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6. Fire Protection & Suppression Systems
General
Fire protection systems shall be provided throughout buildings as shown in the
following tables.
At least, Fire Protection systems that mandated by Saudi Building Code
SBC_201, Chapter 09, shall be provided throughout the building facilities.
The contractor shall be responsible to perform commissioning and integrated
system testing for all fire and life safety systems, equipment, and devices
provided in this report and other fire protection and alarm drawings, and
specifications. The integration testing shall be in compliance with SBC and
applicable NFPA standards.
The integration, interconnection, and interface shall include but not limited to:
infrastructure supporting the building fire protection, fire suppression and
control systems, fire alarm systems, emergency communications systems,
emergency power supply, MOE including emergency lighting and exit signs,
access controls, and sequence of operation.
Fire Protection Systems
SBC_201, Chapter 09 covers the required fire protection systems that shall be
provided in the buildings, all buildings are provided with sprinkler system due to
other aspects such the reduction of fire flow, construction types, and firefighter
access extension.
Suppression system and ventilation for commercial kitchen shall be designed in
accordance with NFPA 96 standard for ventilation control and fire protection
of commercial cooking operations.
Automatic Fire Sprinkler System
According to the Saudi building Code SBC_201, automatic sprinkler system
shall be installed in compliance with NFPA 13.
NEOM SFSP - TROJENA
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FIGURE 11:AUTOMATIC SPRINKLER SYSTEM
The maximum floor area, on any one floor to be protected by sprinklers
supplied by any one sprinkler system riser or combined system riser shall be
(4,830 m2) for Light / ordinary hazard occupancies as per NFPA 13 chapter 4.
For buildings that are non-storage occupancies, automatic sprinkler systems
shall be installed in accordance with NFPA 13 with minimum residual pressure 7
PSI
Chapters 9 through 19, while buildings classified as storage shall satisfy NFPA 13
chapter 20.
The contractor is responsible to classify the warehouse commodities as per
SBC_801 chapter 32 and NFPA 13 and ensure the proper automatic sprinkler
system based on commodities classification, quantities, height and storing
method.
Position, Location, Spacing, and Use of Sprinklers shall be provided in
accordance with NFPA 13 section 9.5. The maximum allowable protection
area of coverage for a sprinkler shall be in accordance with NFPA 13, Table
10.2.4.2.1(a).
NEOM SFSP - TROJENA
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Alternative Automatic Fire Extinguishing Systems
Automatic fire-extinguishing systems, other than automatic sprinkler systems,
will be designed, installed, inspected, tested and maintained in accordance
with the provisions of SBC_201 section 904.
The project will be protected with clean agent system (NOVEC 1230) for
certain locations. Clean agent fire extinguishing systems is installed,
maintained, periodically inspected and tested in accordance with NFPA 2001
and their listing.
Records of inspections and testing shall be maintained by system supplier and
project Contractor.
Location of clean agent : IT Room , Server Room , Kitchen Hood system
Figure 12: Clean Agent Automatic System
Section 5.4.2.2 The flame extinguishing concentration for Class A fuels shall be
determined by test as part of a listing program. As a minimum, the listing
program shall conform to ANSI/UL 2127 or ANSI/UL 2166 or equivalent.
Section 5.4.2.5 The minimum design concentration for a Class C hazard shall
be the extinguishing concentration, as determined in 5.4.2.2, times a safety
factor of 1.35.
NEOM SFSP - TROJENA
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Fire Hydrant (Yard Hydrant System)
A fire hydrant system is a water supply with a sufficient pressure and flow
delivered through
pipes around the protected premises located at open yards or along the fire
access road for fire-fighting purposes or to refill the Civil Defense water tankers.
The minimum residual pressure for hydrant is 20 psi as per NFPA 291
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Portable Fire Extinguishers
As referenced by SBC_201 section 906.2, portable fire extinguishers shall be
selected and
installed in accordance with NFPA 10 Standard for Portable Fire Extinguishers at
Group A, B, and M, R-1, R-2, R-4 and S occupancies.
Figure 13: Portable Fire Extinguishers
NEOM SFSP - TROJENA
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SBC_201 Section 9.6 requires extinguishers to be provided in the following
locations:
• Within (9 m) distance of travel from commercial cooking equipment,
• In areas where flammable or combustible liquids are stored, used, or
dispensed, and Special-hazard areas, including but not limited to,
computer rooms and generator rooms.
• Contents throughout all buildings are most likely classified as Class A fire
hazards.
The minimum sizes and distribution of portable fire extinguishers for
occupancies that involve primarily Class-A fire hazards shall comply with Table
906.3(1) of SBC_201.
Spaces that are not classified under Class-A fires (such communication and
electrical rooms) shall be provided with Class-C fire extinguishers or ABC
multipurpose extinguishers. Where cooking appliances will be provided in any
building (such in multipurpose hall building) Class-K fire extinguishers shall be
considered also Fire Blanket for the kitchen area where cooking appliances
are provided
The size, distribution, and travel distances of portable fire extinguishers shall be
in accordance with Sections 906 of SBC_201 In addition to NFPA 10
requirements.
Smoke Control, Heat Removal, and Ventilation
Provision shall be made for ventilation of a pump room or pump house in
compliance with SBC 801 section 909.7,8,9,10 and NFPA 20 section 4.14.6.
NEOM SFSP - TROJENA
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According to NFPA 20 section 11.3, fire pump room ventilation shall be
provided for the following functions:
 To control the maximum temperature to 120°F (49°C) at the combustion air
cleaner inlet
with engine running at rated load
 To supply air for engine combustion.
 To remove any hazardous vapors.
 To supply and exhaust air as necessary for radiator cooling of the engine
when required.
Figure 14: fire Pump Room Ventilation
The air supply ventilator shall be considered to include anything in the air supply
path to the room. Also, the total air supply path to the pump room shall not restrict
the flow of the air more than 0.2 in. water column (5.1 mm water column).
The air discharge ventilator shall be considered to include anything in the air
discharge path from the engine to the outdoors. 11.3.2.4.2 The air discharge
ventilator shall allow sufficient air to exit the pump room to satisfy functions
described formerly.
Where radiator-cooled engines are used, the radiator discharge shall be ducted
outdoors in a manner that will prevent recirculation. And the air discharge path for
radiator-cooled engines shall not restrict the flow of air more than 0.3 in. water
column (7.6 mm water column). Heat removal systems where provided shall be
designed and installed in accordance with SBC_201 section 910. For amenities
plot, ventilation for commercial kitchen shall be designed in accordance with
NFPA 96 standard for ventilation control and fire protection of commercial
cooking operations.
Ventilation shall be provided, generally, for rooms meeting the requirements of
SBC_201 section 414.3, while other mechanical ventilation systems that not part of
this report scope are fall under mechanical systems.
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7. Fire Detection and Alarm System
All Buildings are Covered by Fire Detections and Alarm System
Fire alarm system (FAS) shall be installed in accordance with the provisions of
SBC_201 Section 907, and NFPA 72. FAS shall be provided for buildings as
shown in below table.
Although the buildings are required to be provided only with manual fire
alarms system as per SBC_201 section 907, it is highly recommended to be
provided with automatic fire alarm and detection system as usually provided
for other NEOM developments.
Manual fire alarm boxes.
Manual fire alarm system shall be activated by fire alarm boxes installed in
accordance with the following:
 Manual fire alarm boxes shall be located not more than 1.5 m from the
entrance to each exit.
 The height of the manual fire alarm boxes shall be not less than 1.05 m and
not more than 1.2 m measured vertically, from the floor level to the activating
handle or lever of the box.
 Manual fire alarm boxes shall be RED in color.
Automatic smoke detection.
For automatic smoke detection system, it shall utilize smoke detectors unless
ambient conditions prohibit such an installation. In spaces where smoke
detectors cannot be utilized due to ambient conditions, approved automatic
heat detectors shall be permitted as per SBC_201 section 907.
Notification System
A fire alarm system shall annunciate at the fire alarm control unit (FACU) and
shall initiate occupant notification upon activation by any of the following:
 Automatic fire detectors.
 Automatic sprinkler system water-flow devices.
 Manual fire alarm boxes.
 Automatic fire-extinguishing systems
The required fire alarm system shall activate an (1) audible and (2) Visible
alarm notification appliances shall be provided in accordance with SBC 201 ;
Sections 907.5.2.3.1 through 907.5.2.3.3 NFPA 72 section 18.4,18.5 & 18.6 in a
constantly attended receiving station within the building.
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Audible Alarms.
Audible alarm notification appliances shall be provided and emit a distinctive
sound that is not to be used for any purpose other than that of a fire alarm as
detailed in SBC_201 chapter 9 - 907.5.2.1.
The audible alarm notification appliances shall provide a sound pressure level
of 15 decibels (dBA) above the average ambient sound level or 5 dBA above
the maximum sound level having a duration of not less than 60 seconds,
whichever is greater. The maximum sound pressure level for audible alarm
notification appliances shall be 110 dBA at the minimum hearing distance from
the audible appliance.
Visible Alarms.
Visible alarm notification appliances shall be provided in accordance with
Section 907 of SBC_201 907.5.2.3 and NFPA 72.
Visible alarm notification appliances shall be provided in public use areas and
common use areas. Visual notification is proposed to be public mode and shall
be designed in accordance with NFPA 72 Section 18.5, especially for high
noise areas are as explained by NFPA 72 section A.18.5.2.2.
Since the Pre-Signal Feature or Positive Alarm Sequence (PAS) shall not be
installed unless approved by the building official and the civil defense as
mandated by SBC_201 section 907.5.1, this feature is not recommended to be
installed in this facility. Where required by NEOM LPFS to provide PAS, the
system shall be provided in accordance with NFPA 72 section 23.8.1.2.
75 candles for visible notification appliances are used regarding to type of
occupancy group assembly for both buildings.
Smoke alarms (Sounder Based)
Single and multiple-station smoke alarms shall be installed in accordance with
Section 907.2.11 of SBC_201. Only Listed Single and multiple-station smoke
alarms complying with UL 217 shall be installed in accordance with SBC_201
Sections 907.2.11.1 through 907.2.11.6 and NFPA 72.
And 907.2.11.7 Smoke detection system. Smoke detectors listed in
accordance with UL 268 and provided as part of the building fire alarm system
shall be an acceptable alternative to Single and multiple-station smoke
alarms.
SBC-201 SECTION 907.6.2 Power supply. The primary and secondary power
supply for the fire alarm system shall be provided in accordance with NFPA 72.
Exception: Back-up power for single-station and multiple-station smoke alarms
as required in Section 907.2.11.6.
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Fire Alarm Strategy and Sequence of operation
The sequence of operation and fire alarm strategy are essential to facility
manager staff, or those who provide further designs to the provided system,
and also, to have a full Understanding of how the system is intended to work,
The following narrative for a sequence of operation is proposed for this facility.
The addressable fire alarm system shall perform the following functions:
Continuously monitor the status of all fire alarm signaling line circuits (SLCs),
initiating devices, notification appliances, remote panels, the status of Fire
pump, FF system, Fire suppression, LPG system etc.
 Operate all audible and visual signals
 Transmit a common alarm, supervisory, and trouble signal to the listed
central station.
On change in status of any initiating device on the system, the FACU shall:
 Activate audible and visual status change indicators and display the system
point number, point description, and message associated with the point on
the system’s operator terminal and remote annunciator
 Permanently record the change in status, time, date, point description, and
message associated with the point on the printer. Activation of any manual fire
alarm box, water flow switch, smoke detector, heat detector, beam smoke
detector, or other fire alarm initiating device shall cause the following functions
to occur:
 Activate audible and visual status change indicators and display the system
point number, point description, and message associated with the point on
the system’s operator terminal and remote annunciator
 Activate the audible and visual notification appliances and transmit a tone
throughout the building
 Transmit an Alarm and Supervisory signals to the listed central station in
accordance with the input/output matrix.
 Operate other fire safety functions in accordance with the input/output
matrix. Activation of any supervisory signal-initiating device shall cause the
following functions to occur:
 Activate audible and visual status change indicators and display the system
point number, point description, and message associated with the point on
the system’s operator terminal and remote annunciator
 Transmit a common supervisory signal to the listed central station in
accordance with the input/ output matrix.
Detection of any fire alarm system impairment, including a single break/open,
ground fault, loss of primary (ac) power supply, absence of a battery supply,
low battery voltage, or removal of any system detector or alarm panel module
shall cause the following functions to occur:
NEOM SFSP - TROJENA
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 Activate audible and visual status change indicators and display the system
point number, point description, and message associated with the point on
the system’s operator terminal and remote annunciator
 Transmit a common trouble signal to the listed central station in accordance
with the input/ output matrix. When any point in the system returns to normal,
the following functions of the FACU shall occur:
 Activate audible and visual indicators and display point identification, time,
date, and message
 Print the time, date, point identification, and message, in acknowledgment
of “system return to normal”
 Silence all audible indicators associated with the point at the FACU
The Cause effect matrix (input/output matrix) in accordance to the above
sequence of operation is part of Fire Alarm System drawings.
Emergency Control Functions Interface
Emergency control functions are the building’s fire and emergency control elements
or systems that are initiated by the fire alarm or signaling system, which then operate
to either increase the level of safety for occupants or control the spread of the
harmful effects of fire or other dangerous products.
In accordance with NFPA 72, Chapter 21, Emergency control functions require
interface with fire alarm and signaling systems for limited systems. As per the current
facility design, emergency control functions interface includes the followings:
• Shutdown of HVAC systems;
• Release of magnetically held-open doors, and electrically locked doors; and
• Interface with exit marking audible notification systems
• Elevator control
• Dampers
• Smoke & Heat removal
• Fire pump
• Fire suppression.
• LPG
• Auto Dialer
All fire safety systems shall be interlocked / Integrated with the FACU. The integration,
interconnection, and interface shall include but not limited to: infrastructure
supporting the building fire protection, fire suppression, smoke control systems, fire
alarm systems, emergency communications systems, emergency power supply, MOE
including emergency lighting and exit signs, access controls, Control the third party
interface system in the event of fire (Damper, Access door, HVAC, Lift, Smoke& Heat
removal etc.) and sequence of operation.
The fire alarm control panel should be integrated with an Auto Dialer (GSM) which will
generate necessary alerts/call to the concerned AHJ and local fire departments.
NEOM SFSP - TROJENA
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Emergency and Standby Power Systems
Emergency power systems and standby power systems shall comply with chapter 27
SBC_201. According to the current facility design and provided systems, the
emergency power supply shall cover the followings:
• Exit signs.
• Means of egress illumination
• Automatic fire detection systems
• Smoke Control / Removal
• Emergency Interface / Interlocked devices
• Fire alarm systems
• Emergency responder radio coverage
• Fire Pump Room
• Elevators
• Emergency voice alarm (If required)
• Access controlled doors and sliding doors.
• Ventilation fans
Emergency power systems and standby power systems shall be installed in
accordance with the Saudi Fire Code, NFPA 72, NFPA 72, and NFPA 110.
Emergency power systems and standby power systems shall be designed to provide
the required power for a minimum duration of 2 hours without being refueled or
recharged, and for duration of not less than 24 hours for emergency responder radio
coverage systems. For exit signs, the sign illumination means shall be connected to an
emergency power system (Batteries or Generators) for duration of not less than 90
minutes.
Emergency power shall be provided for emergency voice/alarm communication
systems as required in Section 907.5.2.2.5. The system shall be capable of powering
the required load for a duration of not less than 24 hours, as required in NFPA 72.
Fire Pumps and Tanks
Fire pumps shall be installed and designed in accordance with NFPA 20. The fire flow
and storage capacity shall satisfy the requirements provided formerly in this report.
The fire pump room shall be protected with an automatic sprinkler system in
accordance with NFPA 13.
The ventilation of the fire pump room shall be in compliance as described formerly in
this report and ventilation section. More information regarding fire pumps and tanks is
provided in the mechanical drawings and report.
8.Fire Service Provisions
Fire Station Location
Fire station is not required as currently a complete Civil Defense facility with fire
trucks availability at Magna Town. The new fire station at the SFSP will also
provide coverage for the locality once it is complete and in the event Magan
town fire station is removed.
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Emergency Vehicular Access
The emergency vehicular access allows for rapid response in the event of any
fires by Civil Defense. It also allows easy access for other emergency
responders such as police and ambulance.
NEOM Emergency Communications and Command Center (NECCC)
Supervising Station Alarm system is required to receive signals from protected
premises at a constantly attended location operated by a continuously
attended staff (company) whose purpose is providing central monitoring
station service.
Automatic Alarm Notification – Alarms in this development will transmit directly
to the NEOM Emergency Communications and Command Center (NECCC).
The NECCC will be capable to receive alarms from very early warning
detection systems that identify the earliest byproducts of combustion and
oxygen reduction detection systems that are capable of identifying fires
producing almost no smoke particles or fumes as per NEOM-NLF-TGD-001
section 13.3.
The contractor is responsible for verifying the overall design and ensure the
required connection of the fire alarm system with the NECCC location.
Emergency Responder Notification
Emergency responder notification (or Emergency Forces Notification) shall be
provided in accordance with SBC_801andNEOM-NLF-TGD-001_01section 13.3.
In the event of an unwanted fire occurs on a property, the occupants shall
immediately report such condition to the fire department or to the supervising
station center. Upon activation of a fire alarm signal, employees or staff shall
immediately notify the fire department with no delay.
Automatic Alarm Notification – Alarms in fixed facilities and other assets shall
transmit directly to the NEOM Emergency Communications and Command
Center (NECCC) bypassing traditional third-party alarm companies and other
variables.
The contractor shall ensure the compliance with NEOM-NLF-TGD-001_01
procedures for Alarm Detection, Transmission, and Initiation, and verify NEOM
Emergency Command and Communications Center or NECCC requirements.
Emergency Vehicular Access
The emergency vehicular access allows for rapid response in the event of any
fires by Civil Defense. It also allows easy access for other emergency
responders such as police and ambulance.
Fire apparatus access roads shall be provided and maintained in accordance
with Sections 503.1.1 through 503.1.3 of SBC_801. Also, some information is
NEOM SFSP - TROJENA
37
derived from appendix D of SBC_801 for very limited features. Generally, SBC
appendices are mandatory for compliance unless specifically referenced in
the adopting ordinance. However, the information adopted from Appendix D
is identical to those referenced in NFPA-1 which is listed under table 4 of
NEOM-NLF-TGD-001.
SBC_801 section 503 leaves certain elements to the discretion of the AHJ – due
to their operational tactics and availability specific equipment as well as level
of fire fighter training. To provide effective manual fire suppression operations
and rescue operations, the fire department must be able to gain reasonable
access to a building.
Access Road Specifications
The fire truck access road shall be in compliance with SBC_801 chapter 5 and
NEOM-NLF-TGD-001 section 9 site wide strategy. The Saudi Fire Code SBC_801
requires the fire apparatus access roads to meet the following requirements
criteria:
 Apparatus Load: 34,050 kg
 Maximum Dead end: 45 m
 Minimum Road Width: 6 m.
 Gateways width: 3.7 m (as per SBC 801 section D103.5, Where a single gate
is provided, the gate width shall be not less than 6 m. Where a fire
apparatus road consists of a divided roadway, the gate width shall be not
less than 3.7 m. C)
 Minimum vertical clearance: 4 m
 Road Grade Sloping: 10 % Where a fire hydrant is located on a fire
apparatus access road, the minimum road width shall be 7.9 meters, exclusive
of shoulders to comply with SBC-801 section D 103.1.C and section 9.2.1 of
NEOM-NLF-TGD-00.
Figure 15: Minimum clear distance around fire hydrant
The road width shall be 7.8 m where the hammer head or cul-de-sac turn
facility re provided in accordance with SBC-801 section D 103.1.C and section
9.2.1 of NEOM-NLF-TGD-001. The contractor shall ensure that clear distance is
provided as per NEOM-NLF-TGD-001 site wide requirements and specifications.
NEOM SFSP - TROJENA
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Access Road Turning Radius
The SBC_801 Fire Code leaves access road turning radius to the discretion of
the AHJ – due to their operational tactics and availability specific equipment,
however, turns in fire department access roads shall maintain the minimum
road width.
As per SBC 801, the minimum turning radius of 8.4 m shall be provided.
Where access roads dead-end exceed 45 m length, providing Y-turn or T-turn
is permitted as shown in section 9.2.1 of NEOM-NLF-TGD-001.
Figure 16: Turning for dead-end roads
Fire-Flow Requirements for Buildings
B105.3 Water supply for buildings equipped with an automatic sprinkler system.
For buildings equipped with an approved automatic sprinkler system, the
water supply shall be capable of providing the greater of:
1. The automatic sprinkler system demand, including hose stream allowance.
2. The required fire-flow.
The tank capacity shall be 120,000 Gallon equal to 454 M3
NEOM SFSP - TROJENA
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However, SBC_801 Table B105.2 permits the fire flow values to be reduced by
75 percent (but not less than 1000 GPM), so the fire flow will be 3,785 LPM
(1,000 gpm) for duration 2 hours since all buildings are protected throughout
with automatic sprinkler system as per Hydraulic Calculations
Also, it is generally recommended that a minimum residual pressure of 20 psi
(1.4 bar) should be maintained at hydrants when delivering the fire flow as per
NFPA 24 section C.4.1.3.
TYPE OF
HAZARD
CHAPTER 9
SBC-NFPA
13
SEC201A.5.3
Sl.
No
Building Name
TOTAL
FLOORS
AREA
m2
1
ADMINISTRATION
BUILDING
821.25
M2
2
MOSQUE
37 M2
Light Hazard
3
DINNING HALL
112 M2
Light Hazard
4
GYM
40 M2
Light Hazard
5
CLINIC
40 M2
Light Hazard
6
LAUNDRY
25 M2
Light Hazard
7
DRY STORAGE
20 M2
Light Hazard
8
COLD STORAGE
20 M2
Light Hazard
9
KITCHEN
38 M2
Light Hazard
10
GUARD ROOM
12 M2
Light Hazard
11
20 UNIT SINGLE
BED
ACCOMDATION
12
50 UNIT TWO
BED
ACCOMDATION
13
RECREATION
38 --TO-376
TOTAL
M2
38.19-TO-946.36
TOTAL
M2
70 M2
Light Hazard
Construction
TYPE Per and
SBC 201 Table
506.2
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
IIB Type
(Noncombustible)
FLOW GPM
(APPENDIX
B SBC-801)
*REDUCED
FLOW
GPM
DURATION
(HOURS)
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
1500
1000
2
Light Hazard
IIB Type
(Noncombustible)
1500
1000
2
Light Hazard
IIB Type
(Noncombustible)
1500
1000
2
Light Hazard
IIB Type
(Noncombustible)
1500
1000
2
NEOM SFSP - TROJENA
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14
MAJLIS
74 M2
Light Hazard
IIB Type
(Noncombustible)
1500
1000
2
As per SBC_801 section B105.3, for buildings equipped with an approved
automatic sprinkler system, the water supply shall be capable of providing the
greater of:
 The automatic sprinkler system demand, including hose stream allowance.
 The required fire-flow.
Based on the above narrative, both required fire flow and combined sprinkler /
standpipe demand is 1,000 GPM, and accordingly, the proposed fire-pump
flow capacity is 1,000 GPM for duration not less than 2-hours and total water
storage capacity is 455 m3.
The contractor is fully responsible for verifying the buildings construction type
provided in this report to ensure compliance with SBC requirements and
warrant that buildings are in compliance to depend on the proposed fire
water source.
Fire hydrant system
According to the Saudi Fire Code SBC_801 fire hydrants shall be provided
where a portion of the facility or building hereafter constructed or moved into
or within the jurisdiction is more than (120 m) from a hydrant on a fire
apparatus access road, as measured by an approved route around the
exterior of the facility or building. However, this distance is permitted to be 180
m where the buildings are protected throughout with automatic sprinkler
system.
According to SBC_801, Fire Hydrants shall be installed in accordance with
NFPA-24 and shall be inspected and tested in accordance with NFPA25. As
per Table C102.1 of SBC_801 average spacing between hydrants is 150 m, and
distance from any point on street or road frontage to a hydrant shall not
exceed 75 m, and each building should be covered with at least one fire
hydrant.
A 50-percent spacing increase shall be permitted where the building is
equipped throughout with an approved automatic sprinkler system in
accordance with Section 903.3.1.1 of SBC 801.
Where water supplies or fire hydrants are out of service for maintenance or
repairs, a visible indicator acceptable to the AHJ shall be used to indicate that
the hydrant is out of service.
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Figure 17: Fire hydrants
Signs Marking
As per SBC_801 section D103.6, fire apparatus access roads shall be marked
with permanent NO PARKING—FIRE LANE complying with below figures. This
shall be provided where required by the fire code official as stated in D103.6
SBC_801.
Figure 18: Sign marking.
9.Civil Defense Connections
A Breeching Inlet or Civil Defense Connection (CDC) is a connection through
which the fire department can pump supplemental water into the sprinkler
system, standpipe, or other system, furnishing water for fire extinguishment to
supplement existing water supplies. CDC shall be installed as per SBC_801
section 912.
According to SBC_801 section 912, Civil Defense connections shall be installed
in accordance with the applicable NFPA standards. According to NFPA 14, fire
NEOM SFSP - TROJENA
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department connections shall be visible and located within 30.5 m of the street
or fire department access point.
According to SBC_801, 912.2.1, fire department connections shall be located
on the street side of buildings, fully visible and recognizable from the street or
nearest point of fire department (Civil Defense) vehicle access or as otherwise
approved by the fire chief.
Since the exact location of FDC is delegated to the fire chief as per SBC_801
section 912.2, so, NFPA 14 section 7.12.2.3 may be adopted, and accordingly,
fire department connections shall be visible and recognizable from and
located within 15.2 m of the street or nearest point of fire department
apparatus access.
As per NFPA 14 chapter 7, 7.12.3 Fire department connection sizes shall be
based on the standpipe system demand and shall include one 2 1 ∕ 2 in. (65
mm) inlet per every 250 gpm (946 L/min).
NEOM SFSP - TROJENA
43
BUILDING CODE
ANALYSIS
NEOM SFSP - TROJENA
44
BUILDING CODE ANALYSIS
TROJENA SFSP - SHAR - NEOM
General Building Information
Building Constreuction Requirment as per SBC 201
Construction TYPE
Type of the
MAXIMUM TRAVEL
TYPE OF HAZARD
Building
Building
DISTANCE WITH
CHAPTER 9 SBC- Occupation as per Per and SBC 201
SBC 201, Section
Table
(Above/Undergro SPRINKLER SBC 201
NFPA 13
CHAPTER 10
508
506.2
und Building)
SEC201A.5.3
ACTUAL TRAVEL
DISTANCE
Max. Allowable
Building
Height Above
Grade Pane
as per SBC 201,
table
504.3
Actual Building
Height
Fire Protection System
Sl.No
Building Name
Occupancy
Classifcation as
per SBC 201, Ch.3
1
ADMINISTRATION
BUILDING
Group B
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
30M
27 M
16.5 M
3M
821.25 M2
8547

[SBC 801, Section

Section 903.3.1.1 of
507.5.1
and NFPA 820,
the SBC 801
Table 5.2.2(5),(2a)]
2
MOSQUE
Group A2
Light Hazard
Standalone
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
23 M
5M
16.5 M
3M
37 M2
3530
3
DINNING HALL
Group A2
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
23 M
8M
16.5 M
3M
112 M2
4
GYM
Group A3
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
23 M
7M
16.5 M
3M
5
CLINIC
Group A3
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
23 M
6M
16.5 M
3M
6
LAUNDRY
Group F-1
Light Hazard
Standalone
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
30 M
5M
16.5 M
3M
7
DRY STORAGE
Group S-1
Light Hazard
Standalone
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
30 M
5M
16.5 M
3M
8
COLD STORAGE
Group S-1
Light Hazard
Standalone
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
30 M
5M
16.5 M
9
KITCHEN
Group F-1
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
23 M
6M
10
GUARD ROOM
Group B
Light Hazard
Standalone
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
30 M
11
20 UNIT SINGLE
BED ACCOMDATION
Group R-2
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
Above Grade Plane
12
50 UNIT TWO BED
ACCOMDATION
Group R-2
Light Hazard
Mixed-Use
Nonseperated
Occupancy
IIB Type
(Noncombustible)
13
RECREATION
Group A3
Light Hazard
Mixed-Use
Nonseperated
Occupancy
14
MAJLIS
Group A-3
Light Hazard
Mixed-Use
Nonseperated
Occupancy
ALLOWABLE AREA
Actual Floor Area
FACTOR SBC 201,
within the building
Table 506.2
Fire Extinguisher
Smoke Automatic
Fire Detection
Manual Fire
Detection
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 801
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
3530

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 801
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
40 M2
3530

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 801
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
40 M2
3530

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 801
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
1115

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 801
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
20 M2
9662

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 802
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
3M
20 M2
9662

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 803
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
16.5 M
3M
38 M2
1115

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 804
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]
1) PENDENT SPRINKLER K
FACTOR =5.6 TEMP=93
[SBC 801, Section
2) WET CHEMICAL SYSTEM
907.5.2.1]
INSTALLED
5M
16.5 M
3M
12 M2
8547

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 805
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
22.5 M
4M
22.5 M
3M
38 --TO--376
TOTAL M2
1486

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 806
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
Above Grade Plane
22.5 M
4M
22.5 M
3M
38.19--TO--946.36
TOTAL M2
1486

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 807
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
IIB Type
(Noncombustible)
Above Grade Plane
23 M
7M
16.5 M
3M
70 M2
3530

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 808
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
IIB Type
(Noncombustible)
Above Grade Plane
23 M
8M
16.5 M
3M
74 M2
3530

[SBC 801, Section

507.5.1
Section 903.3.1.1 of
and NFPA 820,
the SBC 809
Table 5.2.2(5),(2a)]
PENDENT
K-5.6, 68 C

[SBC 201, Section
905.3.1]

[SBC 201, Section
906.1]

[SBC 801, Section
907.2]

[SBC 801, Section
907.2]

[SBC 801, Section
907.5.2.1]

[SBC 801, Section
907.5.2.1]
25 M2
Audible
Visiable
Notfication Alarm Notifcation Alarm
Remark
TYPE OF SPRINKLER Standpipe System
Fire Hydrant
Automatic
Sprinkler System
Fire Detection and Alarm System
1) CLEAN AGENT SYSTEM
INSTALLED IN IT ROOM &
SERVER ROOM
HYDRAULIC
CALCULATIONS
NEOM SFSP - TROJENA
46
NEOM SFSP - TROJENA CAMP
Fire Hydrant System Reports
for
NEOM
Prepared By:
MMH
3/31/2024
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 2
Fire - Fire Sprinkler Hydraulics Calculation Program
General Project Data Report
General Data
Project Title:
Designed By:
Code Reference:
Client Name:
Address:
Company Name:
Company Address:
Phone:
Building Name:
Contact at Building:
Address Of Building:
NEOM SFSP - TROJENA CAMP
HYDRANT..fiw
3/31/2024
NEOM
NEOM SFSP - TROJENA CAMP
Project File Name:
MMH
SBC-801, NFPA 14
NEOM
Date:
Approving Agency:
Phone:
City, State Zip Code:
Representative:
City And State:
NEOM SFSP - TROJENA CAMP
Building Owner:
NEOM
Phone at Building:
City, State Zip Code:
SAUDI ARABIA
Project Data
Description Of Hazard:
Light Hazard
Design Area Of Water Application:
1 ft²
Default Hose K-Factor:
223.61 K
Inside Hose Stream Allowance:
0.00 gpm
In Rack Sprinkler Allowance:
0.00 gpm
Hose Specifications
Make:
Size:
Hose System Type:
Wet
Maximum Area Per Hose:
1 ft²
Default Pipe Material:
SCHED 40 WET STEEL
Outside Hose Stream Allowance:
0.00 gpm
Model:
Temperature Rating:
155 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:
Hydrant Elevation:
Test Flow Rate:
Calculated System Flow Rate:
Available Residual Pressure At
System Flow:
Date Of Test:
0 ft
1000.00 gpm
1000.01 gpm
Static Pressure:
Test Residual Pressure:
Calculated Inflow Residual Pressure:
101.00 psi
87.00 psi
63.83 psi
87 psi
Calculation Project Data
Calculation Mode:
HMD Minimum Residual Pressure:
Number Of Active Nodes:
Number Of Active Pipes:
Number Of Active Hoses:
Demand
20.00 psi
13
14
1
Minimum Desired Flow Density:
Number Of Inactive Pipes:
Number Of Inactive Hoses:
0.10 gpm/ft²
0
0
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 3
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Input Data
Node Input Data
Area Group
Branch Dia.
(in)
Hose KFactor
(K)
Branch Len.
(ft)
Pressure
Estimate (psi)
Branch Stnd
Fittings
Node Elev (ft)
Branch NonStnd Fittings
(ft)
Fixed Flow
(gpm)
Branch Sprk
KFactor (K)
Hose
----
---0.000
223.61
0.0
20.00
----
3.94
0.0
0.00
0.00
2
No Discharge
----
---0.000
N/A
0.0
58.18
----
-2.95
0.0
0.00
0.00
3
No Discharge
----
---0.000
N/A
0.0
60.50
----
-2.95
0.0
0.00
0.00
4
No Discharge
----
---0.000
N/A
0.0
61.19
----
-2.95
0.0
0.00
0.00
5
No Discharge
----
---0.000
N/A
0.0
61.72
----
-2.95
0.0
0.00
0.00
6
No Discharge
----
---0.000
N/A
0.0
61.63
----
-2.95
0.0
0.00
0.00
7
No Discharge
----
---0.000
N/A
0.0
63.06
----
-2.95
0.0
0.00
0.00
8
No Discharge
----
---0.000
N/A
0.0
62.83
----
-2.95
0.0
0.00
0.00
9
No Discharge
----
---0.000
N/A
0.0
63.21
----
-2.95
0.0
0.00
0.00
10
No Discharge
----
---0.000
N/A
0.0
63.50
----
-2.95
0.0
0.00
0.00
11
No Discharge
----
---0.000
N/A
0.0
59.63
----
6.56
0.0
0.00
0.00
12
No Discharge
----
---0.000
N/A
0.0
60.50
----
6.56
0.0
0.00
0.00
13
No Discharge
----
---0.000
N/A
0.0
63.83
----
0.00
0.0
0.00
0.00
Node
No.
Node Description
Branch Description
1
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 4
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Input Data
Pipe Input Data
Nominal
Diameter
(inch)
Type
Group
Fitting
Data
Nominal
Length
(feet)
Fitting
Length
(feet)
Total
Length
(feet)
CFactor
(gpm/inc
h-psi)
SCHED 40 WET STEEL
2.500
0
E
6.56
6.00
12.56
120
3
U/G HDPE
6.000
0
TG
32.81
33.00
65.81
150
3
4
U/G HDPE
8.000
0
E2T
290.35
88.00
378.35
150
4
5
U/G HDPE
8.000
0
2T
224.74
70.00
294.74
150
3
6
U/G HDPE
8.000
0
2E
291.99
36.00
327.99
150
5
6
U/G HDPE
8.000
0
2T
337.93
70.00
407.93
150
5
7
U/G HDPE
8.000
0
2FET
377.30
71.00
448.30
150
6
8
U/G HDPE
8.000
0
3FET
475.72
80.00
555.72
150
8
9
U/G HDPE
8.000
0
T
137.80
35.00
172.79
150
7
9
U/G HDPE
8.000
0
49.21
0.00
49.21
150
9
10
U/G HDPE
8.000
0
E
13.12
18.00
31.12
150
10
11
SCHED 40 WET STEEL
8.000
0
E
9.84
18.00
27.84
120
11
12
SCHED 40 WET STEEL
8.000
0
TGC
9.84
84.00
93.84
120
12
13
SCHED 40 WET STEEL
8.000
0
GC
3.28
49.00
52.28
120
Beg.
Node
End.
Node
Pipe Description
1
2
2
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 5
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Node Groupings Output Data
Pipe Segment
Beg.
End.
Node
Node
Pipe
Type
Group
Pipe
Flow Rate
(gpm)
Hose Flow
At Beg. Node
(gpm)
Fixed Flow
Out (+)
In (-)
(gpm)
(gpm)
Beg. Node
Residual
Pressure (psi)
Imbalance
Flow At Beg.
Node (gpm)
1
2
0
-1000.01
1000.01
0.00
0.00
20.00
2
2
1
3
0
0
1000.01
-1000.01
0.00
0.00
0.00
58.18
0.00082
3
3
3
2
4
6
0
0
0
1000.01
-413.73
-586.29
0.00
0.00
0.00
60.50
-0.00006
4
4
3
5
0
0
413.73
-413.73
0.00
0.00
0.00
61.19
-0.00001
5
5
5
4
6
7
0
0
0
413.73
130.07
-543.80
0.00
0.00
0.00
61.72
0.00005
6
6
6
3
5
8
0
0
0
586.29
-130.07
-456.22
0.00
0.00
0.00
61.63
-0.00002
7
7
5
9
0
0
543.80
-543.80
0.00
0.00
0.00
63.06
-0.00008
8
8
6
9
0
0
456.22
-456.22
0.00
0.00
0.00
62.83
-0.00003
9
9
9
7
8
10
0
0
0
543.80
456.22
-1000.01
0.00
0.00
0.00
63.21
0.00002
10
10
9
11
0
0
1000.01
-1000.01
0.00
0.00
0.00
63.50
-0.00001
11
11
10
12
0
0
1000.01
-1000.01
0.00
0.00
0.00
59.63
0.00008
12
12
11
13
0
0
1000.01
-1000.01
0.00
0.00
0.00
60.50
-0.00004
13
12
0
1000.01
0.00
0.00
-1000.01
63.83
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 6
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Pipe Output Data
Beg.
End.
Node
1
2
Nodal
KFactor
(K)
Hose/Fix
Elevation
Discharge
(feet)
(gpm)
223.61
3.94
1000.01
0.00
-2.95
0.00
SCHED 40 WET STEEL
Residual Nom. Dia.
Pressure Inside Dia.
(psi)
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
20.00
58.18
6.00
2.469
120
1000.01
1000.01
7.01
2.80222
E
0
6.56
6.00
12.56
35.202
2.983
38.185
2
3
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.18
60.50
6.00
6.065
150
0.00
1000.01
4.11
0.03521
TG
0
32.81
33.00
65.81
2.317
0.000
2.317
3
4
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
60.50
61.19
8.00
7.981
150
413.73
413.73
2.65
0.00181
E2T
0
290.35
88.00
378.35
0.684
0.000
0.684
4
5
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.19
61.72
8.00
7.981
150
0.00
413.73
2.65
0.00181
2T
0
224.74
70.00
294.74
0.533
0.000
0.533
5
6
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.72
61.63
8.00
7.981
150
130.07
130.07
0.83
0.00021
2T
0
337.93
70.00
407.93
0.087
0.000
0.087
3
6
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
60.50
61.63
8.00
7.981
150
586.29
586.29
3.76
0.00344
2E
0
292.00
36.00
327.99
1.130
0.000
1.130
5
7
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.72
63.06
8.00
7.981
150
0.00
543.80
3.49
0.00300
2FET
0
377.30
71.00
448.30
1.343
0.000
1.343
6
8
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.63
62.83
8.00
7.981
150
456.22
456.22
2.93
0.00217
3FET
0
475.72
80.00
555.72
1.203
0.000
1.203
7
9
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
63.06
63.21
8.00
7.981
150
0.00
543.80
3.49
0.00300
----0
49.21
0.00
49.21
0.147
0.000
0.147
8
9
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
62.83
63.21
8.00
7.981
150
0.00
456.22
2.93
0.00217
T
0
137.80
35.00
172.79
0.374
0.000
0.374
9
10
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
63.21
63.50
8.00
7.981
150
0.00
1000.01
6.41
0.00925
E
0
13.12
18.00
31.12
0.288
0.000
0.288
10
11
0.00
-2.95
0.00
0.00
6.56
0.00
SCHED 40 WET STEEL
63.50
59.63
8.00
7.981
120
0.00
1000.01
6.41
0.00925
E
0
9.84
18.00
27.84
0.257
-4.120
-3.862
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 7
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Hose/Fix
Elevation
Discharge
(feet)
(gpm)
Residual Nom. Dia.
Pressure Inside Dia.
(psi)
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
11
12
0.00
6.56
0.00
0.00
6.56
0.00
SCHED 40 WET STEEL
59.63
60.50
8.00
7.981
120
0.00
1000.01
6.41
0.00925
TGC
0
9.84
84.00
93.84
0.868
0.000
0.868
12
13
0.00
6.56
0.00
0.00
0.00
0.00
SCHED 40 WET STEEL
60.50
63.83
8.00
7.981
120
0.00
1000.01
6.41
0.00925
GC
0
3.28
49.00
52.28
0.484
2.841
3.325
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 8
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Hose Output Data
Flowing
Hose Node
No.
Area Group
Code
Hose
KFactor (K)
Node
Elevation
(feet)
Residual
Pressure
(psi)
1
Sub Totals For Non-Group
223.61
3.94
20.00
Totals For All Groups
Flowing
Area (ft²)
Flowing
Density
(gpm/ft²)
Hose
Discharge
(gpm)
1.00
1.00
1000.014
1000.014
1000.01
1000.01
1.00
1000.014
1000.01
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 9
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Summary
Hydraulically Most Demanding Hose Node
HMD Hose Node Number:
HMD Actual Residual Pressure:
HMD Actual GPM:
1
20.00 psi
1000.01 gpm
Hose Summary
Hose System Type:
Specified Area Of Application:
Minimum Desired Density:
Application Average Density:
Application Average Area Per Hose:
Hose Flow:
Average Hose Flow:
Wet
1.00
0.100
1000.014
1.00
1000.01
1000.01
ft²
gpm/ft²
gpm/ft²
ft²
gpm
gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 9 - 10 )
Maximum Velocity Pressure ( In Pipe 1 - 2 )
6.41 ft/sec
0.82 psi
Allowable Maximum Nodal Pressure Imbalance:
Actual Maximum Nodal Pressure Imbalance:
Actual Average Nodal Pressure Imbalance:
Actual Maximum Nodal Flow Imbalance:
Actual Average Nodal Flow Imbalance:
0.0001
0.0001
0.0000
0.0008
0.0001
psi
psi
psi
gpm
gpm
Overall Network Summary
Number Of Unique Pipe Sections:
Number Of Flowing Hoses:
14
1
Pipe System Water Volume:
5823.15 gal
Hose Flow:
Fixed Flow:
1000.01 gpm
0.00 gpm
Minimum Required Residual Pressure At System Inflow
Node:
Demand Flow At System Inflow Node:
63.83 psi
1000.01 gpm
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 10
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Hydraulic Supply/Demand Graph
200
180
160
Pressure psi
140
120
100
101
87
80
60
51
40
20
0
2
4
6
8
10
12
14
Flowrate(x100) gpm
Supply Curve Data
Static Pressure: 101 psi
Test Residual Pressure: 87 psi
Test Flow Rate: 1000 gpm
Demand Curve Data
Calculated Residual Pressure: 63.83 psi
Calculated Flow Rate: 1000.01 gpm
Excess Available Residual Pressure At Calculated Flow: 23.17 psi
16
18
20
NEOM SFSP - TROJENA CAMP
Fire Sprinkler System Reports
for
NEOM
Prepared By:
MMH
3/31/2024
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 2
General Project Data Report
General Data
Project Title:
Designed By:
Code Reference:
Client Name:
Address:
Company Name:
Company Address:
Phone:
Building Name:
Contact at Building:
Address Of Building:
NEOM SFSP - TROJENA CAMP
FIRE SPRINKLER SYSTEM
Project File Name:
NEOM SFSP - TROJENA CAMP
SPRINKLER
BUILDING..
3/31/2024
NEOM
Date:
Approving Agency:
Phone:
City, State Zip Code:
Representative:
Ahmed Taher
City And State:
MMH
SBC-801, NFPA-13
NEOM
MMH
ADMINISTRATION BUILDING
Building Owner:
NEOM
Phone at Building:
City, State Zip Code:
Project Data
Description Of Hazard:
Light Hazard
Design Area Of Water Application:
1500
Default Sprinkler K-Factor:
5.60
Inside Hose Stream Allowance:
0.00
In Rack Sprinkler Allowance:
0.00
Sprinkler Specifications
Make:
Size:
ft²
K
gpm
gpm
1/2
Sprinkler System Type:
Wet
Maximum Area Per Sprinkler:
225 ft²
Default Pipe Material:
SCHED 40 WET STEEL
Outside Hose Stream Allowance:
0.00 gpm
Model:
Temperature Rating:
155 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:
Hydrant Elevation:
Test Flow Rate:
Calculated System Flow Rate:
Available Residual Pressure At
System Flow:
Date Of Test:
0 ft
1000.00 gpm
192.86 gpm
Static Pressure:
Test Residual Pressure:
Calculated Inflow Residual Pressure:
101.00 psi
87.00 psi
57.77 psi
100.33 psi
Calculation Project Data
Calculation Mode:
HMD Minimum Residual Pressure:
Number Of Active Nodes:
Number Of Active Pipes:
Number Of Active Sprinklers:
Demand
7.00 psi
21
21
7
Minimum Desired Flow Density:
Number Of Inactive Pipes:
Number Of Inactive Sprinklers:
0.10 gpm/ft²
0
0
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 3
Fire Sprinkler Input Data
Node Input Data
Area Group
Branch Dia.
(in)
Sprinkler
KFactor (K)
Branch Len.
(ft)
Pressure
Estimate (psi)
Branch Stnd
Fittings
Node Elev (ft)
Branch NonStnd Fittings
(ft)
Non-Sprinkler
Flow (gpm)
Branch Sprk
KFactor (K)
Sprinkler
----
---0.000
5.60
0.0
16.14
----
9.84
0.0
0.00
0.00
2
Sprinkler
----
---0.000
5.60
0.0
18.60
----
9.84
0.0
0.00
0.00
3
Sprinkler
----
---0.000
5.60
0.0
27.87
----
9.84
0.0
0.00
0.00
4
Sprinkler
----
---0.000
5.60
0.0
35.25
----
9.84
0.0
0.00
0.00
5
Sprinkler
----
---0.000
5.60
0.0
18.67
----
9.84
0.0
0.00
0.00
6
Sprinkler
----
---0.000
5.60
0.0
22.09
----
9.84
0.0
0.00
0.00
7
Sprinkler
----
---0.000
5.60
0.0
34.48
----
9.84
0.0
0.00
0.00
8
No Discharge
----
---0.000
N/A
0.0
41.57
----
9.84
0.0
0.00
0.00
9
No Discharge
----
---0.000
N/A
0.0
41.77
----
9.84
0.0
0.00
0.00
10
No Discharge
----
---0.000
N/A
0.0
51.14
----
9.84
0.0
0.00
0.00
11
No Discharge
----
---0.000
N/A
0.0
52.53
----
9.84
0.0
0.00
0.00
12
No Discharge
----
---0.000
N/A
0.0
58.91
----
-2.95
0.0
0.00
0.00
13
No Discharge
----
---0.000
N/A
0.0
58.91
----
-2.95
0.0
0.00
0.00
14
No Discharge
----
---0.000
N/A
0.0
58.92
----
-2.95
0.0
0.00
0.00
15
No Discharge
----
---0.000
N/A
0.0
58.92
----
-2.95
0.0
0.00
0.00
16
No Discharge
----
---0.000
N/A
0.0
58.93
----
-2.95
0.0
0.00
0.00
17
No Discharge
----
---0.000
N/A
0.0
58.93
----
-2.95
0.0
0.00
0.00
Node
No.
Node Description
Branch Description
1
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 4
Fire Sprinkler Input Data
Node Input Data (cont'd)
---0.000
Sprinkler
KFactor (K)
Branch Len.
(ft)
N/A
0.0
Pressure
Estimate (psi)
Branch Stnd
Fittings
58.95
----
Node Elev (ft)
Branch NonStnd Fittings
(ft)
-2.95
0.0
Non-Sprinkler
Flow (gpm)
Branch Sprk
KFactor (K)
0.00
0.00
No Discharge
----
---0.000
N/A
0.0
54.85
----
6.56
0.0
0.00
0.00
20
No Discharge
----
---0.000
N/A
0.0
54.89
----
6.56
0.0
0.00
0.00
21
No Discharge
----
---0.000
N/A
0.0
57.77
----
0.00
0.0
0.00
0.00
Node
No.
Node Description
Branch Description
18
No Discharge
----
19
Area Group
Branch Dia.
(in)
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 5
Fire Sprinkler Input Data
Pipe Input Data
Nominal
Diameter
(inch)
Type
Group
Fitting
Data
Nominal
Length
(feet)
Fitting
Length
(feet)
Total
Length
(feet)
CFactor
(gpm/inc
h-psi)
SCHED 40 WET STEEL
1.000
0
ET
8.20
7.00
15.20
120
3
SCHED 40 WET STEEL
1.000
0
T
9.84
5.00
14.84
120
3
4
SCHED 40 WET STEEL
1.250
0
T
12.14
6.00
18.14
120
4
8
SCHED 40 WET STEEL
1.500
0
T
8.86
8.00
16.86
120
5
6
SCHED 40 WET STEEL
1.000
0
ET
11.48
7.00
18.48
120
6
7
SCHED 40 WET STEEL
1.000
0
T
12.14
5.00
17.14
120
7
9
SCHED 40 WET STEEL
1.250
0
T
9.19
6.00
15.19
120
8
9
SCHED 40 WET STEEL
3.000
0
12.47
0.00
12.47
120
9
10
SCHED 40 WET STEEL
3.000
0
E7T
90.22
112.00
202.22
120
10
11
SCHED 40 WET STEEL
3.000
0
GC
13.12
17.00
30.12
120
11
12
SCHED 40 WET STEEL
4.000
0
T
47.57
20.00
67.57
120
12
17
U/G HDPE
8.000
0
T
41.67
35.00
76.67
150
12
13
U/G HDPE
8.000
0
E
98.43
18.00
116.43
150
13
14
U/G HDPE
8.000
0
3F2ET
485.56
98.00
583.56
150
14
15
U/G HDPE
8.000
0
3T
337.93
105.00
442.93
150
15
16
U/G HDPE
8.000
0
2FET
377.30
71.00
448.30
150
16
17
U/G HDPE
8.000
0
49.21
0.00
49.21
150
17
18
U/G HDPE
8.000
0
E
32.81
18.00
50.81
150
18
19
SCHED 40 WET STEEL
8.000
0
E
9.84
18.00
27.84
120
19
20
SCHED 40 WET STEEL
8.000
0
TGC
6.56
84.00
90.56
120
20
21
SCHED 40 WET STEEL
8.000
0
TGC
3.28
84.00
87.28
120
Beg.
Node
End.
Node
Pipe Description
1
2
2
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 6
Fire Sprinkler Output Data
Overall Node Groupings Output Data
Pipe Segment
Beg.
End.
Node
Node
Pipe
Type
Group
Pipe
Flow Rate
(gpm)
Sprinkler Flow
At Beg. Node
(gpm)
Non-Sprinkler Flow
Out (+)
In (-)
(gpm)
(gpm)
Beg. Node
Residual
Pressure (psi)
Imbalance
Flow At Beg.
Node (gpm)
1
2
0
-22.50
22.50
0.00
0.00
16.14
2
2
1
3
0
0
22.50
-46.65
24.15
0.00
0.00
18.60
0.00001
3
3
2
4
0
0
46.65
-76.22
29.56
0.00
0.00
27.87
0.00006
4
4
3
8
0
0
76.22
-109.46
33.25
0.00
0.00
35.25
0.00013
5
6
0
-24.19
24.19
0.00
0.00
18.67
0.00001
6
6
5
7
0
0
24.19
-50.51
26.32
0.00
0.00
22.09
0.00003
7
7
6
9
0
0
50.51
-83.39
32.88
0.00
0.00
34.48
0.00012
8
8
4
9
0
0
109.46
-109.46
0.00
0.00
0.00
41.57
0.00000
9
9
9
7
8
10
0
0
0
83.39
109.46
-192.86
0.00
0.00
0.00
41.77
0.00000
10
10
9
11
0
0
192.86
-192.86
0.00
0.00
0.00
51.14
0.00000
11
11
10
12
0
0
192.86
-192.86
0.00
0.00
0.00
52.53
0.00000
12
12
12
11
17
13
0
0
0
192.86
-161.93
-30.92
0.00
0.00
0.00
58.91
-0.00001
13
13
12
14
0
0
30.92
-30.92
0.00
0.00
0.00
58.91
0.00000
14
14
13
15
0
0
30.92
-30.92
0.00
0.00
0.00
58.92
0.00000
15
15
14
16
0
0
30.92
-30.92
0.00
0.00
0.00
58.92
0.00000
16
16
15
17
0
0
30.92
-30.92
0.00
0.00
0.00
58.93
0.00000
17
17
17
12
16
18
0
0
0
161.93
30.92
-192.86
0.00
0.00
0.00
58.93
0.00000
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 7
Fire Sprinkler Output Data
Overall Node Groupings Output Data (cont'd)
Pipe Segment
Beg.
End.
Node
Node
18
17
18
19
Pipe
Type
Group
0
0
Pipe
Flow Rate
(gpm)
192.86
-192.86
Sprinkler Flow
At Beg. Node
(gpm)
0.00
Non-Sprinkler Flow
Out (+)
In (-)
(gpm)
(gpm)
0.00
0.00
Beg. Node
Residual
Pressure (psi)
58.95
Imbalance
Flow At Beg.
Node (gpm)
0.00000
19
19
18
20
0
0
192.86
-192.86
0.00
0.00
0.00
54.85
0.00000
20
20
19
21
0
0
192.86
-192.86
0.00
0.00
0.00
54.89
0.00000
21
20
0
192.86
0.00
0.00
-192.86
57.77
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 8
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg.
End.
Node
Nodal
KFactor
(K)
Spk/Hose
Elevation
Discharge
(feet)
(gpm)
Residual Nom. Dia.
Pressure Inside Dia.
(psi)
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
1
2
5.60
9.84
22.50
5.60
9.84
24.15
SCHED 40 WET STEEL
16.14
18.60
1.00
1.049
120
22.50
22.50
6.35
0.16188
ET
0
8.20
7.00
15.20
2.461
0.000
2.461
2
3
5.60
9.84
24.15
5.60
9.84
29.56
SCHED 40 WET STEEL
18.60
27.87
1.00
1.049
120
24.15
46.65
6.32
0.62396
T
0
9.84
5.00
14.84
9.261
0.000
9.261
3
4
5.60
9.84
29.56
5.60
9.84
33.25
SCHED 40 WET STEEL
27.87
35.25
1.25
1.380
120
29.56
76.22
6.35
0.40689
T
0
12.14
6.00
18.14
7.381
0.000
7.381
5
6
5.60
9.84
24.19
5.60
9.84
26.32
SCHED 40 WET STEEL
18.67
22.09
1.00
1.049
120
24.19
24.19
6.98
0.18516
ET
0
11.48
7.00
18.48
3.422
0.000
3.422
6
7
5.60
9.84
26.32
5.60
9.84
32.88
SCHED 40 WET STEEL
22.09
34.48
1.00
1.049
120
26.32
50.51
6.75
0.72279
T
0
12.14
5.00
17.14
12.388
0.000
12.388
4
8
5.60
9.84
33.25
0.00
9.84
0.00
SCHED 40 WET STEEL
35.25
41.57
1.50
1.610
120
33.25
109.46
6.25
0.37526
T
0
8.86
8.00
16.86
6.326
0.000
6.326
7
9
5.60
9.84
32.88
0.00
9.84
0.00
SCHED 40 WET STEEL
34.48
41.77
1.25
1.380
120
32.88
83.39
6.89
0.48063
T
0
9.19
6.00
15.19
7.299
0.000
7.299
8
9
0.00
9.84
0.00
0.00
9.84
0.00
SCHED 40 WET STEEL
41.57
41.77
3.00
3.068
120
0.00
109.46
4.75
0.01624
----0
12.47
0.00
12.47
0.202
0.000
0.202
9
10
0.00
9.84
0.00
0.00
9.84
0.00
SCHED 40 WET STEEL
41.77
51.14
3.00
3.068
120
0.00
192.86
8.37
0.04631
E7T
0
90.22
112.00
202.22
9.365
0.000
9.365
10
11
0.00
9.84
0.00
0.00
9.84
0.00
SCHED 40 WET STEEL
51.14
52.53
3.00
3.068
120
0.00
192.86
8.37
0.04631
GC
0
13.12
17.00
30.12
1.395
0.000
1.395
11
12
0.00
9.84
0.00
0.00
-2.95
0.00
SCHED 40 WET STEEL
52.53
58.91
4.00
4.026
120
0.00
192.86
4.86
0.01233
T
0
47.57
20.00
67.57
0.833
5.540
6.373
12
13
0.00
-2.95
0.00
-2.95
U/G HDPE
58.91
58.91
8.00
7.981
120
30.92
30.92
0.20
0.00001
E
0
98.43
18.00
116.43
0.002
0.000
0.002
0.00
0.00
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 9
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Spk/Hose
Elevation
Discharge
(feet)
(gpm)
Residual Nom. Dia.
Pressure Inside Dia.
(psi)
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
13
14
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.91
58.92
8.00
7.981
150
0.00
30.92
0.20
0.00001
3F2ET
0
485.56
98.00
583.56
0.009
0.000
0.009
14
15
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.92
58.92
8.00
7.981
150
0.00
30.92
0.20
0.00001
3T
0
337.93
105.00
442.93
0.007
0.000
0.007
15
16
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.92
58.93
8.00
7.981
150
0.00
30.92
0.20
0.00001
2FET
0
377.30
71.00
448.30
0.007
0.000
0.007
12
17
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.91
58.93
8.00
7.981
150
161.93
161.93
1.04
0.00032
T
0
41.67
35.00
76.67
0.024
0.000
0.024
16
17
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.93
58.93
8.00
7.981
150
0.00
30.92
0.20
0.00001
----0
49.21
0.00
49.21
0.001
0.000
0.001
17
18
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.93
58.95
8.00
7.981
150
0.00
192.86
1.24
0.00044
E
0
32.81
18.00
50.81
0.022
0.000
0.022
18
19
0.00
-2.95
0.00
0.00
6.56
0.00
SCHED 40 WET STEEL
58.95
54.85
8.00
7.981
120
0.00
192.86
1.24
0.00044
E
0
9.84
18.00
27.84
0.012
-4.120
-4.107
19
20
0.00
6.56
0.00
0.00
6.56
0.00
SCHED 40 WET STEEL
54.85
54.89
8.00
7.981
120
0.00
192.86
1.24
0.00044
TGC
0
6.56
84.00
90.56
0.040
0.000
0.040
20
21
0.00
6.56
0.00
0.00
0.00
0.00
SCHED 40 WET STEEL
54.89
57.77
8.00
7.981
120
0.00
192.86
1.24
0.00044
TGC
0
3.28
84.00
87.28
0.038
2.841
2.880
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 10
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing
Sprinkler
Node No.
Area Group
Code
Sprinkler
KFactor (K)
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
1
Sub Totals For Non-Group
5.60
9.84
2
Sub Totals For Non-Group
5.60
3
Sub Totals For Non-Group
Flowing
Area (ft²)
Flowing
Density
(gpm/ft²)
Sprinkler
Discharge
(gpm)
16.14
225.00
225.00
0.100
0.100
22.50
22.50
9.84
18.60
225.00
225.00
0.107
0.107
24.15
24.15
5.60
9.84
27.87
225.00
225.00
0.131
0.131
29.56
29.56
4
Sub Totals For Non-Group
5.60
9.84
35.25
225.00
225.00
0.148
0.148
33.25
33.25
5
Sub Totals For Non-Group
5.60
9.84
18.67
225.00
225.00
0.108
0.108
24.19
24.19
6
Sub Totals For Non-Group
5.60
9.84
22.09
225.00
225.00
0.117
0.117
26.32
26.32
7
Sub Totals For Non-Group
5.60
9.84
34.48
225.00
225.00
0.146
0.146
32.88
32.88
1575.00
0.122
192.86
Totals For All Groups
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 11
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:
HMD Actual Residual Pressure:
HMD Actual GPM:
1
16.14 psi
22.50 gpm
Sprinkler Summary
Sprinkler System Type:
Specified Area Of Application:
Minimum Desired Density:
Application Average Density:
Application Average Area Per Sprinkler:
Sprinkler Flow:
Average Sprinkler Flow:
Wet
1500.00
0.100
0.129
214.29
192.86
27.55
ft²
gpm/ft²
gpm/ft²
ft²
gpm
gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 6 - 7 )
Maximum Velocity Pressure ( In Pipe 6 - 7 )
Allowable Maximum Nodal Pressure Imbalance:
Actual Maximum Nodal Pressure Imbalance:
Actual Average Nodal Pressure Imbalance:
Actual Maximum Nodal Flow Imbalance:
Actual Average Nodal Flow Imbalance:
6.75 ft/sec
2.37 psi
0.0001
0.0001
0.0001
0.0001
0.0000
psi
psi
psi
gpm
gpm
Overall Network Summary
Number Of Unique Pipe Sections:
Number Of Flowing Sprinklers:
21
7
Pipe System Water Volume:
3829.40 gal
Sprinkler Flow:
Non-Sprinkler Flow:
192.86 gpm
0.00 gpm
Minimum Required Residual Pressure At System Inflow
Node:
Demand Flow At System Inflow Node:
57.77 psi
192.86 gpm
Fire - Fire Sprinkler Hydraulics Calculation Program
Elite Software Development, Inc.
ADMINISTRATION BUILDING NEOM SFSP TROJENA CAMP Page 12
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
200
180
160
Pressure psi
140
120
100
101
87
80
60
40
20
0
1
2
3
4
5
6
7
Flowrate(x100) gpm
Supply Curve Data
Static Pressure: 101 psi
Test Residual Pressure: 87 psi
Test Flow Rate: 1000 gpm
Demand Curve Data
Calculated Residual Pressure: 57.77 psi
Calculated Flow Rate: 192.86 gpm
Excess Available Residual Pressure At Calculated Flow: 42.57 psi
8
9
10