Specifications • FP520o9 -coo f (
10g 3( SkA✓Camca.nCe-
• tLJCD I Fire & Building RECEIVED
Products DEC 012009
CITY OF TIGARO
Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 BUILDING DIVISION
Model ESFR -17
Early Suppression Fast Response Upright Sprinklers
16.8 K- factor
WARNINGS
General The Model ESFR -17 Upright Sprin- ;!
klers described herein must be in- k
Description stalled and maintained in j
with this document, as well as with the �
The Model ESFR -17 Upright Sprin- applicable standards of the National
klers (Ref. Figure 1) are "Early Sup- Fire Protection Association, in addition ..- * - _
pression Fast Response Sprinklers" to the standards of any other authori- I t
having a nominal K- factor of 16.8. They ties having jurisdiction (e.g., FM
are suppression mode sprinklers that Global). Failure to do so may impair
are especially advantageous as a the performance of these devices.
means of eliminating in -rack sprin i
klers, when protecting rack storage. The owner is responsible for maintain ( ing th fire protection system and de- (e The Model ESFR -17 is primarily de- vices in proper operating condition. .1 ' • signed for use in ceiling only sprinkler The installing contractor or sprinkler , * t
systems (i.e. no in -rack sprinklers) for manufacturer should be contacted 1 r�
the protection of storage heights of with any questions. !..
most encapsulated or non- encapsu-
. lated common materials including car- ` "= ='
toned unexpanded plastics of up to 30 sprinkler c
ft. (9,1 m) with ceiling heights to 35 ft. "s•----.....- (10,7 m), as well as cartoned ex- Identification
• panded plastics up to 25 ft. (7,6 m) with Numbers
ceiling heights to 30 ft.(9,1 m). In addi-
tion, the protection of some storage
arrangements of rubber tires and roll SIN TY7126 - (Upright K =16.8) Strut Monet
paper can be considered. Link Assembly . . . . Solder, Nickel
Button Brass
The ESFR -17 Upright Sprinklers pro- Technical Sealing Assembly
vide the system designer with an up- Beryllium Nickel w/Teflon*
right option over the traditional pen- Data Ejection Spring Inconel
dent type ESFR sprinklers. The Deflector Nut Brass
offering of a 16.8 K- factor optimizes Approvals
hydraulic design when considering up- FM Approved. `Registered trademark of DuPont.
right ESFR sprinklers. These features Maximum Workirig'Pressure • • -•• • •
offer flexibility when sizing the system P "
piping, as well as positioning the sys- 175 ps (12,1 bar) r. ,
P 9 Y ,
U:S.A. Patent Numbers:
tern piping with respect to the ceiling. Pipe Thread Co(m'ection .4,586,729 ' 5,829,53' '
3/4 inch NPT or,;T50'7 -R3/4 ; -ti ,, 6,336,509: ' •
Discharge Coeffici • ,, • • ,Patents pejiding: '
IMPORTANT K = 16:8;GPM /p
Always refer to Technical Data (241,9:LPM /bar ?�2
Sheet TFP700 for the "INSTALLER ' -
TempOrature Ratigs
• ;
WARNING" that provides cautions 165 °F /74 °C or 214 °F /101 °.0 s • '.: • ' : . •
with respect to handling and instal- � �.
Finish '
lationof sprinkler systems and cor - : t • ' . ' , ;
ponents. Improper handling and in- Natural Bras ,
stallation can permanently damage Physical Characteristics - . • a sprinkler system or its compo- Frame ' • Bronze ' • . . • ' f •
nests and cause the sprinkler to fail Deflector Copper • . . •
to operate in a fire situation or cause Compression Screw • ..... - • .
. it to operate prematurely. • • Stainless Steel ' . . - ' • • .
Hook " Monet - ....
. .. ........,.... .. ... - ... .
Page 1 of 8 APRIL, 2004 TFP316
Na exceptions noted J
Furnish as Ccrrectd t
J Reiected ❑ Revise and Resubmit -
;3 Submit Specific item
This review is only tor general conformance
with the design concept of the project and a ,
general compliance with the information given -
in the Contract Documents. Corrections or I
conments made on the shop drawings during Al
rb review do not relieve contractor from
compliance with the requirements.of the plans ` .
and specifications. Approval
of an specific
assembly I
stall not include approval
which the item is a component Contractor is
rzs pensible
for dimensions to be confirmed
and correlated at the jobsite; information that
pairs solely to the tabrication processes or
to ,nz means, methods, techniques, sequences
and procedures of construction; coordination t
of r;is or her work with that of all other trades ;'
a.i for performing all work in a safe and
sat,-:`actory manner.
f . ..Food Engineering LLC j
,d, OR (503) -0628 1
t 1
I f.-- 11/301021.•',. -
Page 2 of 8 TFP316
2- 9/16" DIA.
3 10 (65,0 mm)
- — — 1 =Frame -- - - --
2- Deflector 2 o n , TEMPERATURE
3-Compression Screw ' RATING ON
4 -Hook / /� DEFLECTOR
5 -Strut loll /= n® j
6 -Link Assembly - THERMAL
7- Button l WRENCH - _
8- Sealing Assembly 4 ( 5 FLAT SENSING
9- Ejection Spring ELEMENT
10- Deflector Nut ' ` 6 3 -5/8°
1/2° � I �
-► �1I (12,7 mm) II f ! _lli-I „J■ (92,1 mm)
9 NOMINAL �, �
iA MAKE IN 1 5/8
8
P (41,3 mm)
1 f .
3/4” NPT
FIGURE 1, MODEL ESFR -17 EARLY SUPPRESSION FAST RESPONSE UPRIGHT SPRINKLER
e GENERAL GUIDELINES FM 2 -2- Deflector To Ceiling
Design Criteria" System Type: Wet pipe system: Distance: .
NOTE Roof Construction: Unobstructed or ESFR -17 (K =16.8) Upright:
The National Fire Protection Associa- obstructed construction. For example: 5 to 14 inches (121 to 356 mm).
tion (NFPA) and FM Global (FM) pro - smooth ceiling, bar joists, beam and ESFR -1 (K =14.0) Pendent:
vide installation standards that must girder, etc. 5 to 14 inches (121 to 356 mm).
be used to properly design an auto-
ESFR-17 (K =16.8) Pendent:
matic sprinkler system utilizing Early NOTE 5 to 14 inches (121 to 356 mm).
Suppression Fast Response (ESFR) Where the depths of the solid struc-
Sprinklers. The guidelines provided by tural members (beams, stem, etc.) ex- FM 2 - — Thermal Sensing Element
NFPA and FM may differ; conse- ceed 12 inches (302 mm), ESFR To Ceiling Distance:
quently, the appropriate standard must Sprinklers shall be installed in each ESFR-17 (K =16.8) Upright:
be used for a given installation. channel formed by the structural mem 4 to 13 inches (102 to 330 mm).
The following data sheets describe the tiers.
ESFR Sprinklers offered by Tyco Fire Ceiling Slope: Maximum 2 inch rise 4 to 13 1 inches (1hes (1 02 2 t to
- Products: for 12 inch run (16.7 %). 4 to 13 to 3 330 30 mm).
TFP312 — Model ESFR - 25 (TY9226), Building Heights, Storage Heights, , 4 to 13 n inches (es (,o
100) 2 t t
K =25.2 Pendent Sprinkler and Commodity: Refer to Table A. 4 to 13 to 3 330 30 mm)
TFP315 — Model ESFR-17 (TY7226), Maximum Coverage Area: ESFR -25 (K =25.2) Pendent:
4 to 18 inches (102 to 457 mm).
K =16.8 Pendent Sprinkler 100 ft? (9,3 m in some cases, the
TFP316 — Model ESFR-17 (TY7126), installation standards permit a greater Obstructions Below
K =16.8 Upright Sprinkler coverage area. Upright ESFR Sprinklers
Minimum Coverage Area: (Including Branchlines):
TFP318 — Model ESFR -1 (TY6226), 80 ft (7,4 m per NFPA 13, and Per the requirements of FM, obstruc-
K =14.0 Pendent Sprinkler 64 ft2 (5,8 m per FM 2 -2 tions below upright ESFR Sprinklers
The following general guidelines pro- Maximum Spacing: 12 feet (3,7 m) for can be ignored as follows:
vided for ESFR Sprinklers offered by building heights up to 30 feet (9,1 m), • Open -web bar joists or trusses hav-
Tyco Fire Products may be used for a and 10 feet (3,1 m) for building heights ing chords no more than 4 inches
quick reference to help select the ap- greater than 30 feet (9,1 m). (102 wide,
propriate Tyco Fire Products' ESFR )' ( mm )
Sprinkler: Minimum Spacing: • Bridging or wind bracing no more
8 feet (2,4 m). than 4 inches (102 mm) wide,
NOTE Minimum Clearance To Commodity: • Individual pipes and conduit 4
In all cases, the appropriate NFPA or 36 inches (914 mm). inches (102 mm) diameter or less
FM installation standard must be refer (i.e. 3 inch (DN80) pipe size or less
enced to assure applicability and to NFPA 13 — Deflector To Ceiling will not require sprigs), or
obtain complete installation guide- Distance:
lines, since the following general • Individual groups of smaller pipe or
guidelines are not intended to provide ESFR -1 (K =14.0) Pendent conduit having a total width of 4
. complete installation criteria. 6 to 14 inches (152 to 356 mm) inches or less.
ESFR -17 (K =16.8) Pendent:
6 to 14 inches (152 to 356 mm).
ESFR -25 (K =25.2) Pendent:
6 to 18 inches (152 to 457 mm).
•
•
•
TFP316 Page 3 of 8
TABLE A
• - - BUILDING - HEIGHTS; STORAGE HEIGHTS; AND COMMODITY - -
(See Design Criteria Section)
Open frame (i.e. no solid shelves) single,
double, multiple -row, or portable rack See Table A -1
storage of Class I - IV and Group A or B (Refer to NFPA 13 or FM 8-9 and 2 -2
plastics for details)
Solid pile or palletized storage of Class
I - IV and Group A or B plastics See Table A -2
• (Refer to NFPA 13 or FM 8 -9 and 2 -2
for details)
Idle pallet storage
See Table A -3
(Refer to NFPA 13 or FM 8 -24 and 2 -2
for details)
Rubber Tire Storage See Table A-4
(Refer to NFPA 13 or FM 8 -3 and 2 -2
•
for details)
Comparison to Other TFP ESFR Sprinklers
ESFR -17 ESFR -1 ESFR -17 ESFR -25
UPRIGHT PENDENT PENDENT PENDENT
K = 16.8 K = 14.0 K = 16.8 K = 25.2
See Data Sheet See Data Sheet See Data Sheet
TFP318 TFP315 TFP312
— — — — NFPA - " - - - FM — — NFPA — FM - NFPA — FIVI — NFPA — — FM — — — ---
Rolled Paper Storage (See Standard) — 8 -21 13 8 -21 13 — 13 8 -21
Flammable Liquid Storage (See Standard) — — 30 7 -29 — — 30 —
Aerosol Storage (See Standard) — — 30B 7 -31 30B — 30B 7 -31
Automotive Components in Portable Racks _ 13 —
(Control Mode Only, See Standard)
•
•
•
Page 4 of 8 TFP316
TABLE A -1 •
- -- RACK-STORAGE -- - - -
(See Design Criteria Section)
Commodity Maximum Maximum Minimum Flow Pressure, PSI (BAR)
Building Storage
Height, Height, Comparison to Other TFP ESFR Sprinklers
Feet Feet ESFR -17 ESFR -1 ESFR -17 ESFR -25
(m) (m) UPRIGHT PENDENT PENDENT PENDENT
K = 16.8 K = 14.0 K = 16.8 K = 25.2
See Data Sheet See Data Sheet See Data Sheet
TFP318 TFP315 TFP312
NFPA FM NFPA FM NFPA FM NFPA FM
Class I, 45 40 _ _ 90* 90* 63* 63* 40 50
Class II, (13,7) (12,2) (6,2) (6,2) (4,3) (4,3) (2,8) (3,4)
Class III, and 40 35 - _ 75 75 52 52 25 40
Class IV (12,2) (10,7) (5,2) (5,2) (3,6) (3,6) (1,7) (2,8)
Encapsulated or 35 30 _ 52 75 75 52 52 20 30
Unencapsulated (10,7) ' (9,1) (3,6) (5,2) (5,2) (3,6) (3,6) (1,4) (2,1)
-and-
. 32 25 _ 42 60 60 42. . 42 20 30
Cartoned
a
Unexpanded
(9,7) (7,6) (2,9) (4,1) (4,1) (2 9) (2,9) (1,4) (2,1)
Unex
p 30 25 . 35 50 50 35 35 15 20
Plastics -
(9,1) (7,6) (2,4) (3,4) (3,4) , (2,4) (1,0) (1,4)
Uncartoned 45 40 _ _ 90* 90* 6 * 63* _ _
(Exposed) (13,7) (12,2) (6,2) (6,2) (4,3) (4,3)
Unexpanded 40 35 _ - 75 75 52 52 - 50
Plastics (12,2) (10,7) (5,2) (5,2) (3,6) (3,6) (3,4)
32 25 60 _ 60 42 _ 42 50
( (7,6) ( ( ( (2,9) - (3,4)
30 25 _ _ 50 50 35 35 _ 50
. (9,1) (7,6) (3,4) (3,4) (2,4) (2,4) (3,4)
Cartoned 32 25 _ 42 60 60 42 42 - _
Expanded Plastics (9,7) (7,6) (2,9) (4,1) (4,1) (2,9) (2,9)
30 25 _ 35 50 50 • 35 35
( ( ( ( ( ( (2,4) - -
Uncartoned 30 25 - - _ 100 - _ _ _
(Exposed) (9,1) (7,6) (6,8)
Expanded Plastics 25 20 _ - - 75 - - -
(7,6) (6,1) (5,2)
*One level of in -rack sprinklers is required.
•
TFP316 Page 5 of 8
TABLE A -2
-. - PALLETIZED AND
. (See Design Criteria Section)
Commodity Maximum Maximum Minimum Flow Pressure, PSI (BAR)
Building Storage -
Height, Height, Comparison to Other TFP ESFR Sprinklers
Feet Feet ESFR -17 ESFR -1 ESFR -17 ESFR -25
(m) (m) UPRIGHT PENDENT PENDENT PENDENT
K = 16.8 K = 14.0 K = 16.8 K = 25.2
See Data Sheet See Data Sheet See Data Sheet
TFP318 TFP315 TFP312
NFPA FM NFPA FM NFPA FM NFPA FM
Class I, 45 40 _ _ _ _ _ _ 40 50
•
Class II, (13,7) (12,2) (2,8) (3,4)
Class Ill, and 45 35 _ - _ 90 _ _ 40 50
Class IV (13,7) (10,7) (6,2) (2,8) (3,4)
Encapsulated or 40 35 _ _ 75 75 52 52 25 40
Unencapsulated (12,2) (10,7) (5,2) (5,2) (3,6) (3,6) (1,7) (2,8)
-and- 35 30 - 52 75 75 52 52 20 30
(10,7) (9,1) (3,6) (5,2) (5,2) (3,6) (3,6) (1,4) (2,1)
Cartoned 32 25 _ 42 60 60 42 42 20 30
Unexpanded (9,7) (7,6) (2,9) (4,1) (4,1) (2,9) (2,9) (1,4) (2,1)
Plastics 30 25 _ 35 50 50 35 35 15 20
(9,1) (7,6) (2,4) (3,4) (3,4) (2,4) (2,4) (1,0) (1,4)
Uncartoned 45 35 - - - 90 - - _
(Exposed) (13,7) (10,7) (6,2)
Unexpanded 40 35 _ - 75 75 52 52 _ 50
- - -
Plastics (12,2) (10,7) (5 ,-2) (5,2) (3,6) (3,6) (3,4)
32 25 60 60 42 42 - 50
(9,7) (7,6) - - (4,1) (4,1) (2,9) (2,9) (3,4)
-
• 30 25 _ . _ 50 50 35 35 _ 50
(9,1) (7,6) (3,4) (3,4) (2,4) (2,4) (3,4)
Cartoned 32 25 - 42 60 60 42 42 -
Expanded Plastics (9,7) (7,6) . (2,9) (4,1) (4,1) (2,9) (2,9)
30 25 35 50 50 35 35
_
(9,1) (7,6) (2,4) (3,4) (3,4) (2,4) • (2,4)
Uncartoned 40 25 - - - - - - _ 60
(Exposed) (12,2) (7,6) (4,1)
•
Expanded Plastics 30 25 _ - - 100 - - _ 60
(9,1) (7,6) (6,8) (4,1)
25 20 _ - - 75 - - _ 60
(7,6) (6,1) (5,2) (4.1)
•
•
Page6of8 TFP316
TABLE A -3
- IDLE PALLET STORAGE - (See Design Criteria Section)
Type and Maximum Maximum Minimum Flow Pressure, PSI (BAR)
Arrangement Building Storage
Height, Height, Comparison to Other TFP ESFR Sprinklers
Feet Feet ESFR -17 ESFR -1 ESFR -17 ESFR -25
(m) (m) UPRIGHT PENDENT PENDENT PENDENT
K = 16.8 K = 14.0 K = 16.8 K = 25.2
See Data Sheet See Data Sheet See Data Sheet
TFP318 TFP315 TFP312
NFPA FM NFPA FM NFPA FM NFPA FM
Wood or Plastic 40 35 _ _ 75 75 52 52 _ 50
In -rack (12,2) (10,7) . (5,2) (5,2) (3,6) (3,6) (3,4)
32 25 60 60 42 42 50
and (9,7) (7,6) - - (4,1) (4,1) (2,9). (2,9) _ (3,4)
Plastic on Floor 30 25 - - 50 50 35. 35 -
50
(9,1) , (7,6) (3,4) (3,4) (2,4) (2,4)' (3,4)
Wood on Floor 40 35 _ _ 75 75 52 52 _ 50
. (12,2) (10,7) (5,2) (5,2) (3,6) (3,6) (3,4)
35 20. _ 52 75 75 52 52 _ 50
(10,7) (6,1) (3,6) (5,2) (5,2) (3,6) (3,6) (3,4)
32 25 60 60 42 42 _ 50
(9,7) (7,6) - - (4,1) (4,1) (2,9) • (2,9) (3,4)
32 20 _ 42 60 60 42 42 _ 50
(9,7) (6,1) (2,9) (4,1) (4,1) (2,9) (2,9) (3,4)
30 25 50 50 35 35 50
(9,1) ( ( (3,4) - (2,4) (2,4) - (3,4) 30 20 _ 35 50 50 35 35 - 50
(9,1) (6,1) (2,4) (3,4) (3,4) (2,4) (2,4) (3,4)
•
•
•
•
TFP3i 6 Page 7 of 8
TABLE A -4
- — BER
(See Design Criteria Section)
Piling Method Maximum Maximum Minimum Flow Pressure, PSI (BAR)
Building Storage
Height, Height, Comparison to Other TFP ESFR Sprinklers
Feet Feet ESFR -17 ESFR -1 ESFR -17 ESFR -25
(m) (m) UPRIGHT PENDENT PENDENT PENDENT
K = 16.8 K = 14.0 K = 16.8 K = 25.2
See Data Sheet See Data Sheet See Data Sheet
TFP318 TFP315 TFP312
NFPA* FM NFPA FM NFPA FM NFPA FM
On -Side or On -Tread
in Palletized Portable 30 25 35 50 50 35 35 15 20
—
Racks, Open Portable (9,1) (7,6) (2,4) (3,5) (3,5) (2,4) (2,4) (1,0) (1,4)
Racks, or Fixed Racks
without Solid Shelves •
• On -Side in Palletized •
Portable Racks, Open 35 25 _ — — — —
75 52 25
Portable Racks, or (10,7) (7,6) (5,2) . (3,6) (1,7)
Fixed Racks without
Solid Shelves
Laced Tires in Open 30 25 _ — 75 — 52 — —
Portable Steel Racks (9,1) (7,6) (5,2) (3,6)
On -Side in Palletized 40 25 _ — 75 _ 52 _ _ _
Portable Racks (12,2) (7,6) (5,2) (3,6)
* UL Listed as an equivalency to K14 ESFR protection
levels of torque may distort the sprin-
Operation kler inlet with consequent leakage or
impairment of the sprinkler. WRENCH
The fusible link assembly is comprised RECESS
. of two link halves that are joined to- Step 1. The ESFR- 17 •U.pright Sprin, .
gether by a thin layer of solder. When kler must be installed in the upright a
the rated temperature is reached, the position.
's gap
solder melts and the two link halves Step 2. With pipe thread sealant ap- f 1i11
separate activating the sprinkler and plied, hand tighten the sprinkler into `Z
allowing water to flow. the sprinkler fitting. Do not apply pres-
s sure to the Link Assembly, and handle "FITTING SIDE" itas
Installation the ESFR -17 Sprinkler only by the TOWARDS SPRINKLER
Frame arms. FITTING /
The Model ESFR -17 Upright Sprin- Step 3. Wrench tighten the ESFR -17
klers are to be installed in accordance Sprinkler using only the W -Type 21
with the following instructions: Sprinkler Wrench (Ref. Figure 2) and FIGURE 2
by fully engaging (seating) the wrench W - TYPE 21
NOTE on the sprinkler wrench flats. SPRINKLER WRENCH
Damage to the fusible Link Assembly Step 4. After installation, inspect the
during installation can be avoided by Link Assembly of each ESFR -17
handling the sprinkler by the frame Sprinkler for damage. In particular,
arms only (i.e., do not apply pressure verify that the Link Assembly and Hook
to the fusible Link Assembly), and by are positioned as illustrated in Figure
using the appropriate sprinkler 1, and that the Link Assembly has not
wrench. Damaged sprinklers must be been bent, creased, or forced out of its
replaced. normal position in any way.
A leak tight 3/4 inch NPT sprinkler joint Damaged sprinklers must be replaced.
should be obtained with a torque of 10
• to 20 ft.lbs. (13,4 to 26,8 Nm). Higher
Page 8 of 8 TFP316
Care and - Limited Ordering
Maintenance Warranty Procedure
The Model ESFR -17 must be main- Products manufactured by Tyco Fire When placing an order, indicate the full
tained and serviced in accordance Products are warranted solely to the product name. - Please specify the
with the following instructions: original Buyer for ten (10) years Sprinkler Identification Number (SIN),
against defects in material and work- quantity, and temperature rating. Refer
NOTE manship when paid for and properly to the Price List for complete listing of
Before closing a fire protection system installed and maintained under normal Part Numbers.
main control valve for maintenance use and service. This warranty will ex Contact your local distributor for avail-
• work on the fire protection system that pire ten (10) years from date of ship- ability.
it controls, permission to shut down the ment by Tyco Fire Products. No war -
affected fire protection systems must rarity is given for products or Sprinkler Assemblies with NPT
be obtained from the proper authori- components manufactured by compa Thread Connections:
ties and all personnel who may be nies not affiliated by ownership with Specify: (specify temperature rating),
affected by this action must be notified. Tyco Fire Products or for products and natural brass, TY7126 Upright Sprin-
Sprinklers that are found to be leaking components which have been subject kler, P/N (specify).
or exhibiting visible signs of corrosion to misuse, improper installation, corro-
sion,
must be replaced. or which have not been installed, 165°F/74°C P/N 58- 447 -1 -165
maintained, modified or repaired in ac- 214 °F /1o1 °c P/N 58- 447 -1 -214
Automatic sprinklers must never be cordance with applicablerStandards of
painted, plated, coated, or otherwise the National Fire Protection Associa- Sprinkler Assemblies with ISO
altered after leaving the factory. Modi- tion, and /or the standards of any other Thread Connections:
fied or over- heated sprinklers must be Authorities Having Jurisdiction. Mate- Specify: (specify temperature rating),
replaced. rials found by Tyco Fire Products to be natural brass, TY7126 Upright Sprin-
Care must be exercised to avoid dam- defective shall be either repaired or klerwith ISO pipe thread connection,
age - before, during, and after instal- replaced, at Tyco Fire Products' sole P/N (specify).
lation. Sprinklers damaged ged by drop- option. Tyco Fire Products neither as-
ping, s Spri wrench ti a p- sumes, nor authorizes any person to 165°Frr4 °C P/N 58 -448 -1 -165
g' pp g assume for it, any other obligation in 214°F /101 °c P/N 58 -448 -1 -214
or the like, must be replaced. connection with the sale of products or
The owner is responsible for the in- parts of products. Tyco Fire Products Sprinkler Wrench
spection, testing, and maintenance of shall not be responsible for sprinkler Specify: W -Type 21 Sprinkler Wrench,
— their fire protedtion system arid-de- system design errors or inaccurate o P /N 001 =0 =686. - — -
vices in compliance with this docu- incomplete information supplied by
ment, as well as with the applicable Buyer or Buyer's representatives.
standards of the National Fire Protec- IN NO EVENT SHALL TYCO FIRE
tion Association (e.g., NFPA 25), in PRODUCTS BE. LIABLE, IN CON-
- addition to the standards of any, other TRACT, TORT, STRICT LIABILITY OR
authorities having jurisdiction. The in- UNDER ANY OTHER LEGAL THE -
stalling contractor or sprinkler manu ORY, FOR INCIDENTAL, INDIRECT,
facturer should be contacted relative to SPECIAL OR CONSEQUENTIAL
any questions. DAMAGES, INCLUDING BUT NOT
It is recommended that automatic LIMITED TO LABOR CHARGES, RE-
sprinkler systems be inspected, GARDLESS OF WHETHER TYCO
tested, and maintained by a qualified FIRE PRODUCTS WAS INFORMED
Inspection Service in accordance with ABOUT THE POSSIBILITY OF SUCH
local requirements and /or national DAMAGES, AND IN NO EVENT
codes. SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL.
OTHER WARRANTIES EXPRESS OR
IMPLIED. INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR-
POSE.
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
•
•
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
• DATE: 11/30/2002 C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid '
WATER SUPPLY DATA
' SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
- TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
41 106.0 102.0 1555.0 101.2 1707.2 99.1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1707.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1207.2 GPM
NODE ANALYSIS DATA .
NODE TAG ELEVATION NODE TYPE .PRESSURE DISCHARGE
(FT)' (PSI) (GPM)
•
•
1 21.0 - - - - 47.4 - - -
2 23.5 K =16.80 36.3 101.3
3 23.5 K =16.80 35.8 100.5
4 23.5 K =16.80 35.5 100.1
5 23.5 K =16.80 35.4 100.0
6 21.0 - - - - 36.6 - - -
7 21.0 - - - - 47.8 - - -
8 23.5 K =16.80 36.4 101.4
9 23.5 K =16.80 35.8 100.5
' 10 23.5 K =16.80 35.5 100.2 °.xcep�,ns ' _rr ;is, as!:: �_.,
11 23.5 K =16.80 35.5 100.0
12 21.0 - - - - 36.6 - - - f , : i R g . T . t e d ;:; Revise ant; Resu: .
. • 13 21.0 - - - - 4 9_. 4 - - - _1 Sub. ,it Specific nem
•
14 23.5 K =16.80 36.7 101.8 `
15 23.5 K =16.80 36.0 100.8 This review is only for general confomianc:
16 23.5 K =16.80 35.7 100.3 iYtth the design concept of the project an .
17 23.5 K =16.80 35.6 100.2 oer+`ral compliance with the information give,
18 21.0 - - - - 35.6 - - - it he Contract Documents Corrections c:
co :. enis mace on the shop drawings durin
19 21.0 - - - - 3 .6 - - -
l :1::- re4iew do not relieve contractor from
20 21.0 - - - - 55.8 - - - ,.n w-nh the reouirements of the s Dian`
�' ca ; Approval i c
21 21.0 - - - - 55.8 - - - � .�,�? ;,e °�r��,,.o� . ,- ;D.rval et a specific item •
22 21.0 - - - - 55.8 - - - `. ° „!! riot ircivcte aD;:roval of an :;sSCrnbly of
23 21.0 - - - - 58.8 - - - v,' ch the non is a component Contractor is ,
24 21.0 - - - - 55.9 - - - 1 r::sr= r•stile for dimensions to be confirne.c i
25 21.0 - - - - 62.3 - - - i and correiaated at the iobsite; information thai I
26 21.0 - - - - 82.3 - - - L'!. ;..ins solely to the tacrication processes . •
27 21.0 - - - - 82.8 - - - tc :tie :lean:, methods, techniques, seauence'
28 21.0 - - - - 76.9 - - - ; ti"' ' ,roc.erj :eras of ca ^st :rcLon; cocrcina7c
29 21.0 - - - - 64.4 - - - of r;:s or tie; wort. wit t� :.
� of all other trade :
„ for pe, fo r ing all won[ in a safe ar..
30 21.0 - - - - 75.6 - - -
. 31 21.0 - - - - 65.7 _ _ _ or,r r canner
32 21.0 - - - - 75.4 - - - : - • , . °:god Engineering LL.0
33 21.0 - - - - 66.5 - - - CR :;503) '
•34 21.0 - - - - 75.0 - - -
35 21.0 - - - - 66.8 - - - !( 3oloQ
•
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 11/30/2002 - C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
36 21.0 - - - - 74.9 - - -
'37 21.0 - - - - 66.9 - - -
38 2.0 - - - - 92.0 - - -
39 1.0 - - - - 93.9 - - -
40 1.0 - - - - 97.9 - - -
41 0.0 SOURCE 99.1 1207.2
•
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 11/30/2002 C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid
PIPE DATA
"PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL /FT (PSI)
Pipe: 1 389.1 3.260 PL 52.00 PF 10.0
1 21.0 0.0 47.4 0.0 15.0 120 FTG TL PE -1.1
2 23.5 16.8 36.3 101.3 0.126 TL 79.00 PV
Pipe: 2 287.8 3.260 PL 8.00 PF 0.6
2 23.5 16.8 36.3 101.3 11.1 120 FTG - - -- PE 0.0
3 23.5 16.8 35.8 100.5 0.072 TL 8.00 PV
Pipe: 3 187.4 3.260 PL 8.00 PF 0.3
3 23.5 16.8 35.8 100.5 7.2 120 FTG - - -- PE 0.0
4 23.5 16.8 35.5 100.1 0.033 TL 8.00 PV
Pipe: 4 87.3 3.260 PL 8.00 PF 0.1
4 23.5 16.8 35.5 100.1 3.4 120 FTG - - -- PE 0.0
5 23.5 16.8 35.4 100.0 0.008 TL 8.00 PV
Pipe: 5 -12.7 3.260 PL 164.00 PF 0.0
5 23.5 16.8 35.4 100.0 0.5 120 FTG TL PE 1.1
6 21.0 0.0 36.6 0.0 0.000 TL 191.00 PV
Pipe: 6 396.2 3.260 PL 52.00 PF 10.3
7 21.0 0.0 47.8 0.0 15.2 120 FTG TL PE -1.1
8 23.5 16.8 36.4 101.4 0.130 TL 79.00 PV
Pipe: 7 294.8 3.260 PL 8.00 PF 0.6
8 23.5 16.8 36.4 101.4 11.3 120 FTG - - -- PE 0.0
9 23.5 16.8 35.8 100.5 0.075 TL 8.00 PV
Pipe: 8 194.3 3.260 PL 8.00 PF 0.3
9 23.5 16.8 35.8 100.5 7.5 120 FTG - - -- PE 0.0
10 23.5 16.8 35.5 100.2 0.035 TL 8.00 PV
Pipe: 9 94.1 3.260 PL 8.00 PF 0.1
10 23.5 16.8 35.5 100.2 3.6 120 FTG - - -- PE 0.0
11 23.5 16.8 35.5 100.0 0.009 TL 8.00 PV
Pipe: 10 -5.9 3.260 PL 164.00 PF 0.0
11 23.5 16.8 35.5 100.0 0.2 120 FTG TL PE 1.1
12 21.0 0.0 36.6 0.0 0.000 TL 191.00 PV
Pipe: 11 389.1 4.260 PL 12.50 PF 0.4
7 21.0 0.0 47.8 0.0 8.8 120 FTG - - -- PE 0.0
1 21.0 0.0 47.4 0.0 0.034 TL 12.50 PV
Pipe: 12 12.7 4.260 PL 12.50 PF 0.0
12 21.0 0.0 36.6 0.0 0.3 120 FTG - - -- PE 0.0
6 21.0 0.0 36.6 0.0 0.000 TL 12.50 PV
Pipe: 13 421.8 3.260 PL 52.00 PF 11.6
.13 21.0 0.0 49.4 0.0 16.2 120 FTG TL PE -1.1
14 23.5 16.8 36.7 101.8 0.146 TL 79.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 11/30/2002 C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL /FT (PSI)
Pipe: 14 320.0 3.260 PL 8.00 PF 0.7
14 23.5 16.8 36.7 101.8 12.3 120 FTG - - -- PE 0.0
15 23.5 16.8 36.0 100.8 0.088 TL 8.00 PV
Pipe: 15 219.2 3.260 PL 8.00 PF 0.3
15 23.5 16.8 36.0 100.8 8.4 120 FTG - - -- PE 0.0
16 23.5 16.8 35.7 100.3 0.044 TL 8.00 PV
Pipe: 16 118.8 3.260 PL 8.00 PF 0.1
16 23.5 16.8 35.7 100.3 4.6 120 FTG - - -- PE 0.0
17 23.5 16.8 35.6 100.2 0.014 TL 8.00 PV
Pipe: 17 18.6 3.260 PL 164.00 PF 0.1
17 23.5 16.8 35.6 100.2 0.7 120 FTG TL PE 1.1
18 21.0 0.0 36.6 0.0 0.000 TL 191.00 PV
Pipe: 18 18.6 4.260 PL 12.50, PF 0.0
18 21.0 0.0 36.6 0.0 0.4 120 FTG - - -- PE 0.0
12 21.0 0.0 36.6 0.0 0.000 TL 12.50 PV
Pipe: 19 785.3 4.260 PL 12.50 PF 1.6
13 21.0 0.0 49.4 0.0 17.7 120 FTG - - -- PE 0.0
7 21.0 0.0 47.8 0.0 0.126 TL 12.50 PV
Pipe: 22 1207.1 4.260 PL 12.50 PF 3.5
19 21.0 0.0 52.9 0.0 27.2 120 FTG - - -- PE 0.0
13 21.0 0.0 49.4 0.0 0.278 TL 12.50 PV
Pipe: 23 -98.8 3.260 PL 240.00 PF 2.9
19 21.0 0.0 52.9 0.0 3.8 120 FTG 2T2L PE 0.0
20 21.0 0.0 55.8 0.0 0.010 TL 294.00 PV
Pipe: 23A - 1108.3 4.260 PL 12.50 PF 3.0
19 21.0 0.0 52.9 0.0 24.9 120 FTG - - -- PE 0.0
21 21.0 0.0 55.8 0.0 0.238 TL 12.50 PV
Pipe: 24 0.0 3.260 PL 240.00 PF 0.0
21 21.0 0.0 55.8 0.0 0.0 120 FTG 2T2L PE 0.0
22 21.0 0.0 55.8 0.0 0.000 TL 294.00 PV
Pipe: 25 98.8 4.260 PL 12.50 PF 0.0
22 21.0 0.0 55.8 0.0 2.2 120 FTG - - -- PE 0.0
20 21.0 0.0 55.8 0.0 0.003 TL 12.50 PV
Pipe: 26 1108.3 4.260 PL 12.50 PF 3.0
23 21.0 0.0 58.8 0.0 24.9 120 FTG - - -- PE 0.0
21 21.0 0.0 55.8 0.0 0.238 TL 12.50 PV
Pipe: 27 98.8 3.260 PL 240.00 PF 2.9
23 21.0 0.0 58.8 0.0 3.8 120 FTG 2T2L PE 0.0
24 21.0 0.0 55.9 0.0 0.010 TL 294.00 PV
•
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page '5
DATE: 11/30/2002 C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL /FT (PSI)
Pipe: 28 98.8 4.260 PL 12.50 PF 0.0
'24 21.0 0.0 55.9 0.0 2.2 120 FTG - - -- PE 0.0
22 21.0 0.0 55.8 0.0 0.003 TL 12.50 PV
Pipe: 29 1207.1 4.260 PL 12.50 PF 3.5
25 21.0 0.0 62.3 0.0 27.2 120 FTG - - -- PE 0.0
23 21.0 0.0 58.8 0.0 0.278 TL 12.50 PV
Pipe: 30 -278.5 3.260 PL 240.00 PF 20.0
25 21.0 0.0 62.3 0.0 10.7 120 FTG 2T2L PE 0.0
26 21.0 0.0 82.3 0.0 0.068 TL 294.00 PV
Pipe: 32 278.5 4.260 PL 4.00 PF 0.6
27 21.0 0.0 82.8 0.0 6.3 120 FTG T PE 0.0
26 21.0 0.0 82.3 0.0 0.018 TL 30.00 PV
Pipe: 33 -928.6 4.260 PL 8.50 PF 5.9
28 21.0 0.0 76.9 0.0 20.9 120 FTG T PE 0.0
27 21.0 0.0 82.8 0.0 0.171 TL 34.50 PV
Pipe: 34 215.9 3.260 PL 240.00 PF 12.5
28 21.0 0.0 76.9 0.0 8.3 120 FTG 2T2L PE 0.0
29 21.0 0.0 64.4. 0.0 0.042 TL 294.00 PV
Pipe: 35 712.7 4.260 PL 12.50 PF 1.3
28 21.0 0.0 76.9 0.0 16.0 120 FTG - - -- PE 0.0
30 21.0 0.0 75.6 0.0 0.105 TL 12.50 PV
Pipe: 36 -928.6 4.260 PL 12.50 PF 2.1
25 21.0 0.0 62.3 0.0 20.9 120 FTG - - -- PE 0.0
29 21.0 0.0 64.4 0.0 0.171 TL 12.50 PV
Pipe: 37 190.0 3.260 PL 240.00 PF 9.8
30 21.0 0.0 75.6 0.0 7.3 120 FTG 2T2L PE 0.0
31 21.0 0.0 65.7 0.0 0.033 TL 294.00 PV
Pipe: 38 712.7 4.260 PL 12.50 PF 1.3
31 21.0 0.0 65.7 0.0 16.0 120 FTG - - -- PE 0.0
29 21.0 0.0 64.4 0.0 0.105 TL 12.50 PV
Pipe: 39 261.3 4.260 PL 12.50 PF 0.2
30 21.0 0.0 75.6 0.0 5.9 120 FTG - - -- PE 0.0
32 21.0 0.0 75.4 0.0 0.016 TL 12.50 PV
Pipe: 40 180.0 3.260 PL 240.00 PF 8.9
32 21.0 0.0 75.4 0.0 6.9 120 FTG 2T2L PE 0.0
33 21.0 0.0 66.5 0.0 0.030 TL 294.00 PV
Pipe: 41 -261.3 4.260 PL 12.50 PF 0.2
32 21.0 0.0 75.4 0.0 5.9 120 FTG - - -- PE 0.0
30 21.0 0.0 75.6 0.0 0.016 TL 12.50 PV
•
•
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 11/30/2002 C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
' NODES (FT) (K) (PSI) (GPM) FL /FT (PSI)
Pipe: 42 -522.7 4.260 PL 12.50 PF 0.7 - -
'31 21.0 0.0 65.7 0.0 11.8 120 FTG - - -- PE 0.0
33 21.0 0.0 66.5 0.0 0.059 TL 12.50 PV
Pipe: 43 172.4 3.260 PL 240.00 PF 8.2
34 21.0 0.0 75.0 0.0 6.6 120 FTG 2T2L PE 0.0
35 21.0 0.0 66.8 0.0 0.028 TL 294.00 PV
Pipe: 44 -342.7 4.260 PL 12.50 PF 0.3
34 21.0 0.0 75.0 0.0 7.7 120 FTG - - -- PE 0.0
32 21.0 0.0 75.4 0.0 0.027 TL 12.50 PV
Pipe: 45 -342.7 4.260 PL 12.50 PF 0.3
33 21.0 0.0 66.5 0.0 7.7 120 FTG - - -- PE 0.0
35 21.0 0.0 66.8 0.0 0.027 TL 12.50 PV
Pipe: 46 170.3 3.260 PL 240.00. PF 8.0
36 21.0 0.0 74.9 0.0 6.5 120 FTG 2T2L PE 0.0
• 37 21.0 0.0 66.9 0.0 0.027 TL 294.00 PV
Pipe: 47 170.3 4.260 PL 12.50. PF 0.1
37 21.0 0.0 66.9 0.0 3.8 120 FTG - - -- PE 0.0
35 21.0 0.0 66.8 0.0 0.007 TL 12.50 PV
Pipe: 48 -170.3 4.260 PL 12.50 PF 0.1
21:0 0.0 74.9 0.0 3.8 120 FTG - - -- PE 0.0
34 21.0 0.0 75.0 0.0 0.007 TL 12.50 PV
Pipe: 49 - 1207.1 6.357 PL 19.00 PF 0.9
27 21.0 0.0 82.8 0.0 12.2 120 FTG G PE 8.2
38 2.0 0.0 92.0 0.0 • 0.040 TL 23.00 PV
Pipe: 50 - 1207.1 8.249 PL 120.00 PF 1.5
38 2.0 0.0 92.0 .0.0 7.2 140 FTG 2E PE 0.4
39 1.0 0.0 93.9 0.0 0.008 TL 175.86 PV
Pipe: 51 FIXED PRESSURE LOSS DEVICE
40 1.0 0.0 97.9 0.0 4.0 psi, 1207.1 gpm
39 1.0 0.0 93.9 0.0
Pipe: 52 - 1207.2 8.249 PL 30.00 PF 0.8
40 1.0 0.0 97.9 0.0 7.2 140 FTG TG PE 0.4
41 0.0 SRCE 99.1 (N /A) 0.008 TL 91.18 PV
NOTES:
(1) Calculations were performed by the HASS 7.4 computer program
under license no. 5010113212 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
•
•
•
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7'
DATE: 11/30/2002 C: \HASS74 \COMCASTEXGRID.SDF
JOB TITLE: Comcast Ex. Grid
(2) The system has been calculated to provide an average
imbalance at each node of 0.003 gpm and a maximum
imbalance at any node of 0.133 gpm.
• (3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 27.2 ft /sec at pipe 22.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee
3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00
4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00
8.249 21.00 41.00 15.00 53.00 14 :00 5.00 37.00 37.00 41.00
•
c, o
o
W
WATER SUPPLY ANALYSIS y
120.0 __ Static: 106.00 psi Resid: 102.00 psi Flow: 1555.0 gpm r H
LEGEND w � o
CZ
O N
1 Available pressure o o
100.0 _ 101.25 psi @ 1707.2 gpm
2 Required pressure ty
G 99.05 psi @ 1707.2 gpm . m A ro
U Q H
G a x
a r
E 80.0
P K
R m .
A
E
S
S 60.0
U
R °
• , n
( 40.0 _
p r
S V) H -
i Un
0
20.0 _
I C7
I U)
A
I x
c)
o H ro
0.0 •• w
cn (D
ro CO
-14.7 I I I I I I I I
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
� I