HomeMy WebLinkAbout07-7231
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
FIRE 'SPRINKLER SYSTEM PERMIT
(/362. 7231
Permit Number: 7231
Permit Type: FIRE SPRINKLER SYSTEM
Class of Work: FIRE-SPRINKLER SYS
Proposed Use: COMMERCIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 7643 GALL BLVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 34-25-21-0010-03100-0000
1,800.00
Name: CHILI'S BAR & GRILL
Address: 7643 GALL BLVD
ZEPHYRHILLS, FL. 33542
210,00
210.00
11/26/2007 Phone:
INSTALLATION OF FIRE SPRINKLER SYSTEM
FIRE SPRINKLER SYS
50.00
C3f'&.\ lZQ-d
r' p/ 1.~- D1
~ ~ \t-~
c~~
FIRE SYSTEM ACCEPTANCE Fina
Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire
prevention and protection related activities such as inspections, plan review, administrative fees, and other
costs related to the aforementioned.
Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of
the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final
inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All
work shall be performed in accordance with City Codes and Ordinances.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECO ING YOUR NO CE OF COMMENCEMENT."
ONTRACTOR SIGNATURE I
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED
ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041
City of Zephyr hills Fire
. Permit Application
4~=~7,:~~~_~L_L!LL:,L~~'~'~ML~4w_1'&_~=~~l~L~'~,,",~1l1t~~_JJ~,~.{.jJ
I c 1// L I 'f I Owner's Phone Number I II II I
I I
I
I
I
813-780-0020
Owner's Name
Owner's Address
-* 1'}~ll
Fax-813-780-0021
Fee Simple Titleholder Name
I Titleholder Phone Number I
II
II
I
I
I 7t~/?
I
Fee Simple Titleholder Address
Job Address
Sub Division
G~t{
dLY/
I
Parcel #
I Lot#
11?/-Z 5- '2/ -pc/tJ- ()'3/~p -"()PP I
(VI:) I f\1I'\1~U rKVIVI t"'KVt"'~K I Y I fV\ I'\IV 11l;~)
D
D
D
D
D
D
D
D
D
D
D
D
D
D
[Z]
D
D
D
Fumigation Tent
Hazardous Material (Tier II or RQ Facility) ANNUAL
Hood Installation
LP/Natural Gas-Installation
LP/Natural Gas-ANNUAL Sale
Places of Assembly-ANNUAL
Recreational Bum
Sparklers
Sprinkler System Installations
Standpipes (Sprinkler Sys)
Torch Roofing
Waste Tire Storage ANNUAL
I POO,
Valuation of Project
"If
-
Fuel Tanks
Company
Registered
License #
Company
Registered
License #
Company
Registered
License #
Company
Registered
License #
Company
Registered
License #
Bio-Hazard Waste Storage - ANNUAL
Comm Exhaust Kitchen Hood/Duct
Controlled Bum
Emergency Generator < 30 kw
Emergency Generator> 30 kw
Fire Protection Maintenance - ANNUAL
Sprinkler 0
Fire Alarm 0
Hood Clean/Suppression 0
Fire Alarm Installation
D
D
D
D
D
D
Fire Pumps
Fire Works
Flammable Application- ANNUAL
Other:
Contractor
Signature
Address I
ELECTRICIAN
Signature I
Address I
Address
Directions:
Y I N I Fee Current
Y/N
Y I N I Fee Current
Y/N
Y I N I Fee Current
Y/N
Y I N I Fee Current
Y/N
Fill out application completely.
Owner & Contractor sign back of application, notarized (Or, copy of signed contract with owner)
If over $2500, a Notice of Commencement is required (Mechanical work over $5000)
Supply two (2) sets of drawings with applicable documentation
Allow 10-14 days for review after submittal date.
_____~__.___.~..,...._..~.~_"~_",._"""'_.~........._.~" _.,'.____~~__~...__, _,. ,~.,.,__~., .~_~_".. "_'.~'_"" ........._ ,__.,n
NOTICE-OF'DEED.RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions".
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local reglilations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco .county Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions ,of the "contractor Block" of this application for which they will be responsible, If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
CONSTRUCTION LIEN LAW (Chapter'713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more,l
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than-the "owner", I.certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and
that all. work will be -done in. compliance, with- aU -applicable ,laws regulatiRg -construction, ,zoning- and. .Iand.-
development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify
that no work or installation has commenced prior to issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction, County and City codes, zoning regulations, and land
development regulations in the jurisdiction. I also certify that I understand that the regulations of other
government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
musttake to be in compliance.
If lam the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for, electrical work,
plumbing, signs; wells,-pools, air conditioning, gas, or other installations not specifically included in the application, A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
setaside' any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless"the-;workauthorizedby such permit is commenced within six months of permit issuance, or if work authorized by
the.permff:.issusperided or abandoned for a period of six (6) months after the time the work is commenced. An extension
may:'be requested, in writing, from the Building Official ,for a period not to exceed ninety (90) days and will demonstrate
justifi,l:'lble cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
. ." .,-"....; . '" ...."..; ~-- .,-.-, --....
OWNER OR AGENT.
SUbi/,,'1i and sworn to {rY"'W be~ f!) Jr
JI, ~ ? by 5Tt9r~ ~ rI"-' ("IIV'-
~islare personally known to me or nasmav.. ~uced
as identification.
Name of Notary
~~PQ ~D~
~ MY COMMISSION' 00 520164
Commission No. 11- ... eXPIRES: JIIAll11l, :lQ10
~~04',...dI'~ Bonded 1bnI Budget Notary Selvices
Name of Notary typed. printed or stamped
Notary Public
~t)- ~tarypublic
Commission No. ~'\~~.~ lHOMAS D. FlOHR
...
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal
Kerry Barnett
Bus (813) 780-0041
Fax (813) 780-0044
November 21. 2007
I have reviewed and approved the plans for a sprinkler system addition located at 7643
Gall Blvd. I have attached the comments for the plan approval. If there are any questions
please contact my office at 813-780-0041.
1. New installation shall compliant with the Florida Fire Prevention Code and
NFP A 13. 2007 Edition.
2. Sprinkler system shall be recertified once complete.
3. FDC shall be placarded so it is easily located in darkness.
Inspections Required
1. New section shall be isolated and pressure tested. (200 psi for 2 hours).
2. Acceptance TestlFinal. (done in conjunction with fire alann final)
LOBE-
FIRE SPRINKLER
CORPORATION
DESCRIPTION AND OPERATION
QUICK RESPONSE
AUTOMATIC SPRINKLERS
GL SERIES
UPRIGHT-PENDENT
VERTICAL SIDEWALL
HORIZONTAL SIDEWALL
CONVENTIONAL (OLD STYLE)
The Globe Quick Response GL Series Sprinklers are a low
profile yet durable design which utilizes a 3mm frangible glass ampule
as the thermosensitive element. This provides sprinkler operation
approximately six times faster than ordinary sprinklers. While the
Quick Response Sprinkler provides an aesthetically pleasing appear-
ance, it can be installed wherever standard spray sprinklers are
specified when allowed by the applicable standards. It offers the
additional feature of greatly increased safety to life and is available
in various styles, orifices, temperature ratings and finishes to meet
many varying design requirements. Quick Response Sprinklers
should be used advisedly and under the direction of approving
authorities having jurisdiction.
The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that contains
a precisely measured amount of fluid. When heat is absorbed, the
liquid within the bulb expands increasing the internal pressure. At
the prescribed temperature the internal pressure within the ampule
exceeds the strength of the glass causing the glass to shatter. This
results in water discharge which is distributed in an approved
pattern depending upon the deflector style used.
TECHNICAL DATA
. See reverse side for Approvals and Specifications.
. Temperature Ratings - 1350F (570C), 1550F (680C), 1750F (790C),
2000F (930C), 286 OF (141 OC).
. Water Working Pressure Rating - 175 psi (12 Bars).
· Factory tested hydrostatically to 500 psi (34 Bars).
. Maximum low temperature glass bulb rating is -670F (-550C).
· Frame - bronze . Deflector - brass . Screw - brass
. Bulb seat - copper . Spring - nickel alloy . Seal - teflon
. Bulb - glass with alcohol based solution, 3mm size.
QUICK RESPONSE
UPRIGHT CONVENTIONAL
QUICK RESPONSE
PENDENT VERTICAL
SIDEWALL
QUICK RESPONSE
HORIZONTAL SIDEWALL
. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION
AVAILABLE SPRINKLER
TEMPERATURES
ORDINARY
INTERMEDIATE
HIGH
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
JUNE 2003
BULB
COLOR
ORANGE/RED
YELLOW/GREEN
BLUE
A-20
N.F.P.A. MAXIMUM
CEILING TEMPERATURE
989-846-4583 . FAX 989-846-9231
BULLETIN GL5615, REV. #5
QUICK RESPONSE
AUTOMATIC SPRINKLERS
GL SERIES
UPRIGHT. PENDENT. VERTICAL SIDEWALL
HORIZONTAL SIDEWALL. CONVENTIONAL (OLD STYLE)
SPECIFICATIONS
NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES
2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze
4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) **Satin Chrome
Bright Chrome
5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester+
7,8 (III metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester+
8.1 (116 metric) 3/4" NPT 27/16" (6.2 cm) **Lead Coated
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
ApPROVALS
* HORIZONTAL SIDEWALL IS 2 9/16.,
** ANISHES AVAILABLE ON SPECIAL ORDER.
+ AVAILABLE AS cULus LISTED CORROSION
RESISTANT WHEN SPECIFIED ON ORDER.
STYLE SIN K 1350F 1550F 1750F lOooF l86.F cULus F.M. NYC.DOB
MODEL FACTOR 570C 680C 790C 930C 1410C MEA 10 1.9l.E
GL2815 2.8 X X X X X X --- X
GL42 I 5 4.2 X X X X X X -- X
UPRIGHT GL5615 5.6 X X X X X X X X
GL8115 7,8* X X X X X X X X
GL8118 8.1 X X X X X X X X
GL280 I 2.8 X X X X X X --- X
GL4201 4,2 X X X X X X -- X
PENDENT GL560 I 5.6 X X X X X X X X
GL8101 7.8* X X X X X X X X
GL8106 8.1 X X X X X X X X
VERTICAL GL5632 5.6 X X X X X X X ---
SIDEWALL t GL8133 8.1 X X X X X X --- --
GL2826 2.8 X X X X X X --- X
HORIZONTAL GL4226 4.2 X X X X X X --- X
SIDEWALL ~ GL5626 5.6 X X X X X X X X
GL8127 8.1 X X X X X X -- ---
CONVENTIONAL GL5624 5.6 X X X X X -- --- ---
(OLD STYLE) GL8125 8.1 X X X X X --- --- ---
I HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR <4" TO 12" BELOW THE CEILING, FM APPROVED <4" TO 6",
t VERTICAL SIDEWAlL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY.
PENDENT VERTICAl SIDEWAlL cULus LISTED FOR 6' MIN, SPACING.
UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING.
* 1/2" NPT,
ORDERING INFORMATION
SPECIFY
· Quantity . Model Number . Style
· Orifice . Thread Sizes . Temperature
. Finishes desired
. Quantity - Wrenches - PIN 325390 (112");
PIN 312366 (LO.)
LOBE-
FIRE SPIlINKLER
CORPORATION
GLOBV PRODUCT WARRANTY
Globe agrees to repair or replace any of its own
manufactured productS found to be defective in material or
workmanship for a period of one year from date of shipment.
For specific details of our warranty please refer to Price
Ust Terms and Conditions of Sale (Our Price Ust).
40n AIRPARK DRIVE, STANDISH. MICHIGAN 48658
989-846-4583 FAX 989-846-9231
1-800-248-0278 www.g1obesprinkler.com
JUNE 2003
PRINTED U.S.A.
BULLETIN GL5615, REV. #5
HYDRAULIC DESIGN INFORMATION SHEET
Name: Chili's Exp. Dining Addition
Location: 7643 Gall Blvd.
Zephyrhills, Florida
Building: Exp. Dining
Contractor: Beneficial Fire
File Name: CHILISZHILLS.the
Construction: 0 Combustible ~ Noncombustible
Occupancy: Light Hazard Restaurant Seating
AHJ: City of Zephyrhills Fire Department
Date: November 16, 2007
System No.: 1
Contract No.:
Drawing No.: FP-1
Calculated by: SRH
Ceiling Height:
exposed ft
SYSTEM DESIGN
o Ordinary Hazard Group: 0 Extra Hazard Group:
Curve:
~ NFPA 13: ~ Light Hazard
Figure:
o Other (Specify):
o Specific Rulling:
Made By:
Date:
Area of Sprinkler Operation:
Density:
Are&-peF Spr-iRkleF:
Hose Allowance Inside:
Hose Allowance Outside:
Rack Sprinkler Allowance:
473 sqft
.10 gpm/sqft
138-.75- sq-ft
gpm
gpm
gpm
System Type: ~ Wet 0 Dry 0 Deluge 0 Pre-Action
SPRINKLER or NOZZLE
Make:
Size: in
Temperature Rating:
CALCULATION SUMMARY
Model:
K-factor:
OF
Flow Required:
"C" Factor Used:
167.92 gpm
Overhead:
Pressure Required: 27.60 psi
Underground:
WATER SUPPLY
PUMP DATA
Rated Capacity:
At:
Elevation:
At:
WATER FLOW TEST
Date: 11/14/07
Time: 2:00 PM
Static: 55 psi
Residual: 45 psi
Flowing: 1186 gpm
Elevation: 1 ft
Location: At job site
Source of Information: City of Zephyrhill Fire Department
COMMODITY STORAGE
gpm
psi
ft
TANK OR RESERVOIR
Capacity: gals
Elevation: ft
WELL
Proof Flow: gpm
Commodity:
Storage Height:
Storage Method:
Solid Pile:
%
Class:
Area:
Palletized:
%
Location:
Aisle Width:
Rack: %
o Single Row
o Double Row
EJ-Multiple Row
o Conventional Pallet
o Slave Pallet
RACK STORAGE
o Automatic Storage
o Solid Shelving
o Open
o Encapsulated
o Nonencapsulated
FLUE SPACING
Longitudinal:
in Transverse:
in
CLEARANCE FROM TOP OF STORAGE TO CEILING
ft in
Horizontal Barriers Provided:
File: CHILlSZHILLS.the Page 1 of 1
Node Pressure Flow Hose Elevation K-factor Area Density
psi gpm gpm feet gpm/(psi)% sqft gpmlsqft
1 7.00 14.81 11.000 5.60 138.75 0.107
2 7.83 15.66 11.000 5.60 138.75 0.113
3 10.40 18.05 11.000 5.60 138.75 0.130
4 12.01 19.39 11.000 5.60 138.75 0.140
5 13.17 0.00 11.000
6 14.18 0.00 10.333
7 18.04 0.00 10.333
8 19.65 0.00 10.333
9 23.76 0.00 1.000
BFD 24.84 0.00 -1.000
BFS 27.55 0.00 0.000
S 27.60 167.92 0.000 Source
11/16/07
"THE" Sprinkler Program 2001
File: CHILlSZHILlS.the Page 1 of 1
Begin End Flow Diameter Type Fittings C-Value Length Eqv Length Ttl Length Fric Loss Ttl FL Elev Loss Velocity
Node Node gpm inches feet feet feet psilfl psi psi ftls
1 < 2 14.81 1.049 40 E 120 9.083 2.000 11.080 0.075 0.83 0.00 5.50
2 < 3 30.48 1.049 40 120 9.083 0.000 9.080 0.284 2.58 0.00 11.31
3 < 4 48.53 1.380 40 120 9.083 0.000 9.080 0.176 1.60 0.00 10.41
4 < 5 67.92 1.610 40 E 120 3.500 4.000 7.500 0.155 1.16 0.00 10.70
5 < 6 67.92 1.610 40 E 120 0.667 4.000 4.670 0.155 0.72 0.29 10.70
6 < 7 67.92 1.610 40 ET 120 12.833 12.000 24.830 0.155 3.85 0.00 10.70
7 < 8 67.92 2.635 10 2E 120 98.000 16.474 114.470 0.014 1.61 0.00 4.00
8 < 9 67.92 4.260 10 CVBV 120 10.000 44.768 54.770 0.001 0.07 4.04 1.53
9 < BFD 67.92 4.155 02 4E 100 65.000 33.287 98.290 0.002 0.21 0.87 1.61
BFS > BFD 67.92 4.155 02 100 5.000 0.000 5.000 0.002 3.14 -0.43 1.61
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 3.13 psi of the total friction loss.
BFS < S 67.92 4.155 02 GVT 100 5.000 18.308 23.310 0.002 0.05 0.00 1.61
11/16/07
"THE" Sprinkler Program 2001
File: CHILlSZHIL~S.the
Node
Node
Node Flow K-factor Elevation Pressure Diameter
Node Flow K-factor Elevation Pressure HWC Fittings
Pipe Flow Velocity
Length Fric Loss
Eqv Length Elev Loss
Ttl Length Ttl FL
Units Legend
Flow = gpm
Elevation = feet
Pressure = psi
Diameter = inches
Velocity = fUsec
Length,
Eqv Length,
Ttl Length = feet
Fric Loss = psi/ft
Elev Loss,
Ttl FL = psi
11/16/07
Page 2 of 2
"THE" Sprinkler Program 2001
File: CHILlSZHILLS..the Page 1 of 2
Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss
Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss
Pipe Flow Velocity Ttl Length Ttl FL
1 14.81 5.60 11.00 7.00 1.049 9.083 0.075
2 15.66 5.60 11.00 7.83 120 E 2.000 0.00
14.81 5.50 11.080 0.83
2 15.66 5.60 11.00 7.83 1.049 9.083 0.284
3 18.05 5.60 11.00 10.40 120 0.000 0.00
30.48 11.31 9.080 2.58
3 18.05 5.60 11.00 10.40 1.380 9.083 0.176
4 19.39 5.60 11.00 12.01 120 0.000 0.00
48.53 10.41 9.080 1.60
4 19.39 5.60 11.00 12.01 1.610 3.500 0.155
5 0.00 11.00 13.17 120 E 4.000 0.00
67.92 10.70 7.500 1.16
5 0.00 11.00 13.17 1.610 0.667 0.155
6 0.00 10.33 14.18 120 E 4.000 0.29
67.92 10.70 4.670 0.72
6 0.00 10.33 14.18 1.610 12.833 0.155
7 0.00 10.33 18.04 120 ET 12.000 0.00
67.92 10.70 24.830 3.85
7 0.00 10.33 18.04 2.635 98.000 0.014
8 0.00 10.33 19.65 120 2E 16.474 0.00
67.92 4.00 114.470 1.61
8 0.00 10.33 19.65 4.260 10.000 0.001
9 0.00 1.00 23.76 120 CVBV 44.768 4.04
67.92 1.53 54.770 0.07
9 0.00 1.00 23.76 4.155 65.000 0.002
BFD 0.00 -1.00 24.84 100 4E 33.287 0.87
67.92 1.61 98.290 0.21
BFS 0.00 0.00 27.55 4.155 5.000 0.002
BFD 0.00 -1.00 24.84 100 0,,000 -0.43
67.92 1.61 5.000 3.14
The Flow Dependent Pressure Loss Device in this pipe accounts for 3.13 psi of the total friction loss.
BFS 0.00 0.00 27.55 4.155 5.000 0.002
S 167.92 Source 0.00 27.60 100 GVT 18.308 0,,00
67.92 1.61 23.310 0.05
11/16/07
"THE" Sprinkler Program 2001
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File: ,CHILlSZHILLS.the
WATER SUPPLY INFORMATION:
Static (psi):
Residual (psi):
@ (gpm):
Hose (gpm):
System req. (gpm):
@ (psi):
Supply available:
Safety margin:
55.00
45.00
1,186.00
100.00
167.92
27.60
54.73 psi
27.13 psi
Maximum velocity in the system is:
Continuity at all nodes satisfied to:
Pipe Type Legend
40 = Schedule 40
10 = Schedule 10
D2 = Ductile Iron Class 52
NOTES:
11/16/07
Hydraulic Summary
0.01 gpm
11.31 ftlsec in the pipe between Nodes: 2 and 3
Fitting Type Legend
E = 90 degree standard elbow
T = Tee (flow turned 90 degrees
CV = Swing check valve
BV = Butterfly valve
GV = Gate valve
Page 1 of 1
"THE" Sprinkler Program 2001
LOBE-
FIRE SPIIINXLER
COIIP08ADON
QUICK RESPONSE
AUTOMATIC SPRINKLERS
GL SERIES
UPRIGHT-PENDENT
VERTICAL SIDEWALL
HORIZONTAL SIDEWALL
CONVENTIONAL (OLD STYLE)
DESCRIPTION AND OPERATION
The Globe Quick Response GL Series Sprinklers are a low
profile yet durable design which utilizes a 3mm frangible glass ampule
as the thermosensitive element.' This provides sprinkler operation
approximately six times faster than ordinary sprinklers. While the
Quick Response Sprinkler provides an aesthetically pleasing appear-
ance, it can be installed wherever standard spray sprinklers are
specified when allowed by the applicable standards. It offers the
additional feature of greatly increased safety to life and is available
in various styles, orifices, temperature ratings and finishes to meet
many varying design requirements. Quick Response Sprinklers
should be used advisedly and under the direction of approving
authorities having jurisdiction.
The heart of Globe's GLSeries sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that contains
a precisely measured amount of fluid. When heat is absorbed, the
liquid within the bulb expands increasing the internal pressure. At
the prescribed temperature the internal pressure within the ampule
exceeds the strength of the glass causing the glass to shatter. This
results in water discharge which is distributed in an approved
pattern depending upon the deflector style used.
TECHNICAL DATA
. See reverse side for Approvals and Specifications.
. Temperature Ratings - 135DF (51DC), 1550F (680C), 1150F (190C),
200DF (93DC), 286DF (141 DC).
. Water Working Pressure Rating - 115 psi (12 Bars).
. Factory tested hydrostatically to 500 psi (34 Bars).
. Maximum low temperature glass bulb rating is _610F (_550C).
. Frame - bronze . Deflector - brass · Screw - brass
. Bulb seat - copper . Spring - nickel alloy . Seal - teflon
. Bulb - glass with alcohol based solution, 3mm size.
QUICK RESPONSE
UPRIGHT CONVENTIONAL
QUICK RESPONSE
PENDENT VERTICAL
SIDEWALL
QUICK RESPONSE
HORIZONTAL SIDEWALL
. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION
AVAILABLE SPRINKLER
TEMPERATURES
ORDINARY
INTERMEDIATE
HIGH
40n AIRPARK DRIVE, STANDISH, MICHIGAN 48658
JUNE 2003
BULB
COLOR
ORANGE/RED
YELLOW/GREEN
BLUE
A-20
N.F.P.A. MAXIMUM
CEILING TEMPERATURE
989-846-4583 · FAX 989-846-9231
BULLETIN GLS615, REV. #5
QUICK RESPONSE
AUTOMATIC SPRINKLERS
GL SERIES
UPRIGHT - PENDENT- VERTICAL SIDEWALL
HORIZONTAL SIDEWALL - CONVENTIONAL (OLD STYLE)
SPECIFICATIONS
NOMINAL ilK" FACTOR THREAD SIZE "'LENGTH FINISHES
2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze
4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 em) **Satin Chrome
Bright Chrome
5.6 (80 metric) 112" NPT 2 1/4" (5.7 cm) White Polyester+
7.8 (III metric) 112" NPT 2 1/4" (5.7 cm) Black Polyester+
8.1 (116 metric) 3/4" NPT 27/16" (6.2 cm) **Lead Coated
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
ApPROVALS
* HORIZONTAL SIDEWALL IS 2 9/16",
... FINISHES AVAILABLE ON SPECIAL ORDER.
+ AVAILABLE AS cULus USTED CORROSION
RESISTANT WHEN SPECIFIED ON ORDER.
STYLE SIN K 1350F 1550F 1750F 2000F 2860F cULus F.M. NYC"DOB
MODEL FACTOR 57.C 680C 790C 930C 1410C MEA 10 1.92.E
GL2a15 2a X X X X X X -- X
GL4215 4.2 X X X X X X -- X
UPRIGHT GL5615 5.6 X X X X X X X X
GLal15 7.8* X X X X X X X X
GLal18 8.1 X X X X X X X X
GL280 I 28 X X X X X X -- X
GL420 I 4.2 X X X X X X -- X
PENDENT GL560 I 5.6 X X X X X X X X
GLalOI 7.8* X X X X X X X X
GLal06 a.1 X X X X X X X X
VERTICAL GL5632 5.6 X X X X X X X ---
SIDEWALLt GLSI33 a.1 X X X X X X -- --
GL2a26 28 X X X X X X -- X
HORIZONTAL GL4226 4.2 X X X X X X --- X
SIDEWALL ~ GL5626 5.6 X X X X X X X X
GL8127 8.1 X X X X X X - --
CONVENTIONAL GL5624 5.6 X X X X X -- - --
(OLD STYLE) GLal25 a.1 X X X X X -- -- --
I HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR"" TO 12" BELOW THE CEILING, FM APPROVED.." TO 6".
t VERTICAL SIDEWALL SPRINKLER cULus USTED FOR LIGHT HAZARD ONLY.
PENDENT VERTlCAL SIDEWALL cULus USTED FOR 6' MIN. SPACING.
UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING.
*112" NPT,
ORDERING INFORMATION
SPECIFY
GLOB~ PRODUCT WARRANTY
Globe agrees to repair or replace any of its own
manufactUred products found to be defective in material or
workmanship for a period of one year from date of shipment.
For specific details of our warranty please refer to Price
Ust T enns and Conditions of Sale (Our Price Ust),
4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658
989-846-4583 FAX 989-846-9231
1-800-248-0278 www.g1obesprinkler.com
· Quantity . Model Number . Style
· Orifice . Thread Sizes . Temperature
. Finishes desired
. Quantity - Wrenches - PIN 325390 (112'1;
PIN 312366 (LO.)
.LOBE"
.. FIRE SPRINKUR
CORPORADON:
JUNE 2003
PRINTED U.S.A
BULLETIN GL5615, REV. #5
HYDRAULIC DESIGN INFORMATION SHEET
Name: Chili's Exp. Dining Addition
Location: 7643 Gall Blvd.
Zephyrhills, Florida
Building: Exp. Dining
Contractor: Beneficial Fire
File Name: CHILlSZHILLS.the
Construction: 0 Combustible ~ i Noncombustible
Occupancy: Light Hazard Restaurant Seating
AHJ: City of Zephyrhills Fire Department
Date: November 16, 2007
System No.: 1
Contract No.:
Drawing No.: FP-1
Calculated by: SRH
Ceiling Height:
exposed ft
SYSTEM DESIGN
o Ordinary Hazard Group: 0 Extra Hazard Group:
Curve:
~ NFPA 13: ~ Light Hazard
Figure:
o Other (Specify):
o Specific Rulling:
Made By:
Date:
Area of Sprinkler Operation:
Density:
Area per SpFiRkJeF.:
Hose Allowance Inside:
Hose Allowance Outside:
Rack Sprinkler Allowance:
473 sqft
.10 gpm/sqft
1-3a.75- sqft .
gpm
gpm
gpm
System Type: ~ Wet 0 Dry 0 Deluge 0 Pre-Action
SPRINKLER or NOZZLE
Make:
Size:
Temperature Rating:
CALCULATION SUMMARY
in
Model:
K-factor:
OF
Flow Required: 167.92 gpm Pressure Required: 27.60 psi At:
"C" Factor Used: Overhead: Underground:
WATER SUPPLY
PUMP DATA
Rated Capacity:
At:
Elevation:
WATER FLOW TEST
Date: 11/14/07
Time: 2:00 PM
Static: 55 psi
Residual: 45 psi
Flowing: 1186 gpm
Elevation: 1 ft
Location: At job site
Source of Information: City of Zephyrhill Fire Department
COMMODITY STORAGE
gpm
psi
ft
TANK OR RESERVOIR
Capacity: gals
Elevation: ft
WELL
Proof Flow:
gpm
Commodity:
Storage Height:
Storage Method:
Solid Pile:
%
Class:
Area:
Palletized:
%
Location:
Aisle Width:
Rack: %
o Single Row
o Double Row
B-Multiple Row
o Conventional Pallet
o Slave Pallet .
RACK STORAGE
o Automatic Storage
o Solid Shelving
o Open
o Encapsulated
o Nonencapsulated
FLUE SPACING
Longitudinal:
in Transverse::
in
CLEARANCE FROM TOP OF STORAGE to CEILING
ft in
Horizontal Barriers Provided:
File:" CHILlSZHILLS.the Page 1 of 1
Node Pressure Flow Hose Elevation K-factor Area Density
psi gpm gpm feet gpml(psi)% sqft gpmlsqft
1 7.00 14.81 11.000 5.60 138.75 0.107
2 7.83 15.66 11.000 5.60 138.75 0.113
3 10.40 18.05 11.000 5.60 138.75 0.130
4 12.01 19.39 11.000 5.60 138.75 0.140
5 13.17 0.00 11.000
6 14.18 0.00 10.333
7 18.04 0.00 10.333
8 19.65 0.00 10.333
9 23.76 0.00 1.000
BFD 24.84 0.00 -1.000
BFS 27.55 0.00 0.000
S 27.60 167.92 0.000 Source
11/16/07
'THE" Sprinkler Program 2001
File: . CHILlSZHILLS.the Page 1 of 1
Begin End Flow Diameter Type Fittings C-Value Length Eqv Length TII Length Fric Loss Ttl FL Elev Loss Velocity
Node Node gpm inches feet feet feet psilft psi psi ftIs
1 < 2 14.81 1.049 40 E 120 9.083 2.000 11.080 0.075 0.83 0.00 5.50
2 < 3 30.48 1.049 40 120 9.083 0.000 9.080 0.284 2.58 0.00 11.31
3 < 4 48.53 1.380 40 120 9.083 0.000 9.080 . 0.176 1.60 0.00 10.41
4 < 5 67.92 1.610 40 E 120 3.500 4.000 7.500 0.155 1.16 0.00 10.70
5 < 6 67.92 1.610 40 E 120 0.667 4.000 4.670 0.155 0.72 0.29 10.70
6 < 7 67.92 1.610 40 ET 120 12.833 12.000 24.830 0.155 3.85 0.00 10.70
7 < 8 67.92 2,,635 10 2E 120 98.000 16.474 114.470 0.014 1.61 0.00 4.00
8 < 9 67.92 4.260 10 CVBV 120 10.000 44.768 54.770 0.001 0.07 4.04 1.53
9 < BFO 67.92 4.155 02 4E 100 65.000 33.287 98.290 0.002 0.21 0.87 1.61
BFS > BFO 67.92 4.155 02 100 5.000 0.000 5.000 0.002 3.14 -0.43 1.61
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 3.13 psi ofthe total friction loss.
BFS < S 67.92 4.155 02 GVT 100 5.000 18.308 23.310 0,,002 0.05 0.00 1.61
11/16/07
"THE" Sprinkler Program 2001
File: > CHILlSZHILLS.the
Node
Node
. Node Flow K-factor Elevation Pressure Diameter
Node Flow K-factor Elevation Pressure HWC Fittings
Pipe Flow Velocity
Length Fric Loss
Eqv Length Elev Loss
TtI Length Ttl FL
\ Units Legend
Flow = gpm
Elevation = feet
Pressure = psi
Diameter = inches
Velocity = ftlsec
Length,
Eqv Length,
Ttl Length = feet
F ric Loss = psi/ft
Elev Loss,
TtI FL = psi
.,
~ )
11/16/07
Page 2 of 2
"THE" Sprinkler Program 2001
File: " CHILlSZHILLS..the Page 1 of 2
Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss
Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss
Pipe Flow Velocity TtI Length Ttl FL
1 14.81 5.60 11.00 7.00 1.049 9.083 0,075
2 15.66 5.60 11.00 7.83 120 E 2.000 0.00
, 5.50 11.080 0.83
14.81
,
2 15.66 5.60 11.00 7.83 1.049 9.083 0.284
3 18.05 5.60 11.00 10.40 120 0.000 0.00
30.48 11.31 9.080 2.58
3 18.05 5.60 11.00 10.40 1.380 9.083 0.176
0- 0.000 0.00
4 19.39 5,,60 1'1.00 12.01 120
48.53 10.41 9.080 1.60
4 19.39 5.60 11.00 12.01 1.610 3.500 0.155
5 0.00 11.00 13.17 120 E 4.000 0.00
67.92 10.70 7.500 1.16
5 0.00 1,1.00 13.17 1.610 0.667 0.155
6 0.00 to.33 14.18 120 E 4.000 0.29
67.92 10,,70 4.670 0.72
6 0.00 10.33 14.18 1.610 12.833 0.155
7 0.00 10.33 18.04 120 ET 12.000 0.00
67.92 10.70 24.830 3,,85
7 0.00 10.33 18.04 2.635 98.000 0.014
8 0.00 10.33 19.65 120 2E 16.474 0.00
67.92 4.00 114.470 1.61
8 0.00 10,33 19.65 4.260 10.000 0.001
9 0.00 1.00 23.76 120 CVBV 44.768 4.04
67,,92 1.53 54.770 0.07
-,
.;.... ~
9 0.00 1.00 23.76 4.155 65.000 0,,002
BFD 0,,00 ":1.00 24.84 100 4E 33.287 0.87
67.92 1.61 98.290 0.21
BFS 0.00 0.00 27.55 4.155 5.000 0.002
BFD 0.00 .;1.00 24.84 100 0.000 -0.43
67.92 1.61 5.000 3.14
The Flow Dependent Pressure Loss Device in this pipe accounts for 3,,13 psi of the total friction loss"
BFS 0.00 0.00 27.55 4.155 5.000 0.002
S 167.92 Source 0.00 27.60 100 GVT 18.308 0.00
67.92 1.61 23.310 0.05
_, 11/16/07
"THE" Sprinkler Program 2001
0
0
q N
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0
0
.,.
0
0
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o
Pressure (psi)
.,.
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Fie: . CHILlSZHILLS.the
WATER SUPPLY INFORMATION:
Static (psi): 55.00
Residual (psi): 45.00
@ (gpm): 1,186.00
Hose (gpm): 100,,00
System req. (gpm): 167.92
@ (psi): 27.60
i.\ Supply available: 54.73 psi
Safety margin: 27.13 psi
Maximum velocity in the system is:
Continuity at all nodes satisfied to:
Pipe Type Legend
40 = Schedule 40
10 = Schedule 10
D2 = Ductile Iron Class 52
NOTES:
11/16/07
Hydraulic Summary
11.31 ftlsec in the pipe between Nodes: 2 and 3
I
0.01 gpm
Fitting Type Legend
E = 90 degree standard elbow
T = Tee (flow turned 90 degrees
CV = Swing check valve
BV = Butterfly valve
GV = Gate valve
Page 1 of 1
"THE" Sprinkler Program 2001
EXISTING CHILI'S
NO WORK
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EXISTING FIRE SPRINKLER THRU-OUT
~~
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_l~_------------~~~~~I~-~_?_~~~~-~~~~------------"
L 76' -0" L
TIE INTO EXISTING 2 1/2" MAIN . .N : 0
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2 1 /2"L_~ EXI
2' - 0" 8 @
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NEW EXPANDED DINING PLAN
SCALE: 1/S" = 1'-0"
~ N - ~
~W EXPANDED DINING PLAN
FLOW TEST DATA
4 - 1/2" 155* Q.R. CHROME SSP
MATCH EXISTING
STATIC: 55 PSI
RESIDUAL: 45 PSI
FLOW: 1186 GPM
DATE: 11/14/07, 2: 00 PM
BY: CITY OF ZEPHRYHILLS FIRE DEP P
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ZEPHYRH ILLS FIRE DEPT No. 0060 P. 1
a:t'HYKHILLSFIRE DEPARTMENT
6907 Dairy Road, ZephyrhiHs, Fl 33542
Bus (813)780-0041 Fax (813)780-0044
Nov, 16. 2007 ]: 50AM
Fire Chief Keith WiUiams
FIRe SERVICE USER FEES
COntr8Ctor:_~~o1 HM~f1.d~cVl
~-.g~~~~~e\ ~
Billno~neNo.: ~ _~ :~ ~S72-.
Billing Fax No.:
Contad:
Occupancy No.:
~~: a~~ ~
Business Name: A'j .
Busl.... _!IS: - Z . .11
Business Phone No.:
Business Fax No.:
Contad:
PLAN REVIEW FEES
BSllePlln
......~ .0111
(UINmum ChIIve 125.00
o AIn RevIsians DBl
Nfe ~ AIwuI NfC
1. Re-InIpedian NIC
~::
3rd RWIIpedion S250
. Re-l1IIf*lIIon 1150O
~ SPRINICLER .YSTEM~ ~ cIIlted unII
'02 - 25 HMdI ~ vkMIiDns c:GlNded)
O~-- - ~""'i=S ...,."...
FIle PUMP ~... Tell .....
o Per PuJI1) $100 ~ FIlM
FIRE ALMM SYSTEM
B Q - 25 0lIvicea $SO AlE MARM SYSTEM
r~~~~2: =--
C02 $60 LP au Ii25 ...,...
Oltwr 150 Nend ~ $25 ....,....
ICITCtEW EXHAlIS'T
DHaadlDucbo
O'IIER
B LP.......... per....
. FUlII Tank 1rlItadIl6...
(Per Tank)
o ...... <>. ....,-rlf ~.
(Per System)
o SpnIy 800Ih
PI!!RIIrr FEE
~
FALSE ALARM FEE
NIC
NIC
NIC
$100
'150
$3lO
$150
111I AIInn
2nd AIIIrm
'"' AIInn
4th AIInn
SIh AIInII
8ft AIImI
NON CXlMPI.Wlcz
-
160
$SO
ISO
$SO
$SO
$100
Sl5DO
$25
$100
$60
$60 ........
$25
S5) Mol8II
seD MIlIIII
S100
190
$100 __
$SO
S50
'100 __
'-1~6 JIIaR
$SO ~ T-.J 10'.lr1D'......
Fire Pwnp
$50 FR ~""1
$50 SysMm ~.ce
: B=-~ :
(ohrtt.n ......,
160 0 1nIpdGn8Cheduled DBl
1nd~_lMn
:24 hacn
8 CanIInlcIIan !nip. NIC
~ EIIllIl...." VehlcleAo ~
PLANS TOT~ INSPEC11CIN TDTALU!.tlJ
$'5 .......
$45
$30
B
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GRAID ToTAL
0clrMIrlnts:
Date:
~~
IfISQIClor: