HomeMy WebLinkAbout08-8474 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 8474
f'IRE SPRINKI.ERSYSTEM PERMIT
Permit Number: 8474 Address: 6606 GALL BLVD
Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL.
Class of Work: FIRE-SPRINKLER SYS Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-05600-0020
Improv. Cost: 26,427.00
Date Issued: 11/07/2008 Name: SONNYS BAR-B-QUE
Total Fees: 260.00 Address: 6606 GALL BLVD
Amount Paid: 260.00 ZEPHYRHILLS, FL. 33542
Date Paid: 11/07/2008 Phone:
Work Desc: INSTALL START 1-0 AFFF & FIRE SPRINKLER SYSTEM
PHILLIPS FIRE SPRINKLERS INC FIRE SPRINKLER SYS 50.00 FIRE PLAN REVIEW FEES 100.00
FIRE INSPECTION FEES 110.00
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FIRE-PRESSURE TEST
FIRE ACCEPTANCE Final
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
RECORDI G YOUR NOTICE OF COMMENCEMENT."
a.,
ONT OR SIGNATURE I IC ER
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
813-780-0020 City of Zephyrhills Permit Application,f Fax-813-780-0021
Building Department Y
Date Received
A 2 7-v Phone Contact for Permitting -- OO 11111111111 rr,rrr r,,r,,r,,,,,,r,,,,,,,,,,,,,,,,,,,,,,,r,,, ,rrr,rr IIII IIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111 111111111 .,I I,, I, IIIIIIIIi,r,,,,,,,,
Owner's Name I AJ C Owner Phone Number
Owner's Address I L,�r✓' Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6606 LOT# I
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN Q MOVE Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK FRAME El STEEL Q OTHER
DESCRIPTION OF WORK �' ►L '-Q" r- r 2
BUILDING SIZE SQ FOOTAGE 7f C3 HEIGHT
El BUILDING VALUATION OF TOTAL CONSTRUCTION 7
IIj ELECTRICAL $ AMP SERVICE PRO S ENERGY W.R.E.C.
Elil PLUMBING $
0 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
0 GAS Q ROOFING SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES =NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ NI FEE CURRENT Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I_Y/ NI FEE CURRENT Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/Y/ NI FEE CURRENT Y/N
Address n cc License# I
OTHER `'�C �` " COMPANY
SIGNATURE REGISTERED NI FEE CURRENT /
r—
Address 133 i OGs„J C&7IV - License# 3O' / ()j¢
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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 regulations. 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.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
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 all applicable laws regulating construction, zoning and land 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 must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am 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
set aside 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 work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended 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
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
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 RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subwibd an w n (or affirm d befor
by Q 0
Who is/are personally known to me or has/have produced Who is a ona l Icpcwn e as/have produced
as identification. as identification.
Notary Public /��QQ Notary Public
Commission No. Commis An No. �U�
Name of Notary typed,printed or stamped Name of Notary typ d, rinted or stamped
CINDY ROSE DRYANT
Nobly Pule-SW of Florkh
4ay Cw iM11un ErAw Jin 1e,2010
Ca�nlMlon too SOM
OaiNd y I1 0aiM Nobly Awn.
RS•,;•'•f r� .� '.y..;mot).11.t .3 .. • .c' .
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`�.' {•:-.i.'.it::i Vi1 Ce b$bt'VC' ,,.
^° ; g L F F. D E F A .. ,. 'i?.E N T
c Dairy Road. '� a ll " 542
�?�.PJiI �J�?rj� ,;. �.13,E'i�E �. C"L. J��+
e"Si'e Oldaf x\e d .'r hill l$i ;us (u! )7 v-JO i Fax ( l3)780-3L44
FIRE SERVICE USER FEES
Occupancy No.:
Plan No.• Contractor: `�- ✓� �
Business Name: Billing Address:
Business Address:
Business Phone No.: Billing Phone No.: �
Business Fax No.: Billing Fax No.:
Contact: Contact:
PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE
8 Site Plan N/C Annual N/C Sprinkler 1st Alarm N/C
Multi-Family/C:ommercial .06 sf 1st Re-inspection N/C Standpipes 2nd Alarm N/C
(Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm WC
fl Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100
4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150
SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200
0-25 Heads violations corrected) Natural Gas $50 NON COMPUANCE $150
26 plus Heads $1 SPRINKLER SYSTEMS Fuel Tanks- per tank $50
STANDPIPE SYS Hydro Undergrounds Sparklers $100
0 Per Riser $50 4 Hydrostatic Test $65 Fire Works $500
FIRE PUMP Acceptance Test system Camp Fire $25
Per Pump $100 tJ Hydrant Flow 5 Controlled Bum $100
FIRE ALARM SYSTEM Hood/Duct $50
0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual
26 plus Devices $100 System Acceptance $50 Fire Protection $25
SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual
Wet $50 OTHER Waste Tire Storage $50 Annual
Dry $50 Fire Wail/smoke wall $15• perwali Generator<KW $100
CO2 $50 LP Gas $25 pertank Generator>30 KW 150
Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual
KITCHEN EXHAUST Fumigation Tenting $50
Hood/Ducts $50 Tent I0x10'or greater $15 per tent Torch Pot/Applied $50
OTHER Fire Pump $45 Haz.Materials $100 Annual
IP Installation per tank $50 Fire Suppression $30
Fuel Tank Installation $50 System Acceptance
(Per Tank) $50 Exhaust Hood/Duct $30
flNatural Gas Installation $50 Re-Inspection DBL
(Per System) (other than annual)
Spray Booth $50 Inspection scheduled DBL
and cancelled less than
24 hours
Construction Insp. N/C
Emergency Vehicle Ac $50 — ------FALSE ALARM
PLANS TOTAL % - INSPECTION TOTAL PERMIT TOTAL TOTAL
!!!!!! GRAND TOTAL r c
Comments:
Date: *F
lnsW,ctor. _
Zephyrhills Fire Rescue
6907 Dairy Road,Zephyrhills,FL 33542
Fire Marshal Bus (813)780-0041
Kerry Barnett Fax(813)780-0044
E-mail: kbarnett@fire.zephyrhills.fl.us
Plan Review#: 08-135
Project: Sonny's
Number of Pages: 1 plus spec package and calcs
Date: October 28, 2008
I have reviewed the plans for the sprinkler system located at 6606 Gall Blvd therefore
allowing this project to move forward. Paying for the permit acknowledges the contractor
agrees to the items below.
Should anyone have any questions,please do not hesitate to contact the Fire Marshal's
office.
1. System shall be compliant with the latest edition of NFPA 13.
2. Install sprinkler cabinet inside by riser.
3. Ensure that there are no unprotected ceiling pockets as allowed by 8.6.7 and
8.8.7(NFPA 13)exceeding 32 sq ft to allow for the reduction in accordance
with 11.2.3.2.3.1. This is because the building is constructed of wood which is
not non combustible or limited combustible product.
Inspections Required:
1. Pressure Test
2. Acceptance Test
KE TT,FIRE MARSHAL
***Please be advised this review of plans submitted is a cursory review to assist the contractor in
compliance with applicable fire safety codes.This review is not intended to be a final approval of the
submitted plans.It is the contractor's sole responsibility to ensure that the plans are in complete compliance
with all applicable NFPA codes and local ordinances.In the event that further examination or site
inspection reveals areas of non-compliance,it shall be the contractor's sole responsibility,at their sole
expense to bring those areas in compliance.The City assumes no responsibility for the contractor's failure
to be in compliance with all applicable NFPA codes and local ordinances.
Hydraulic Calculations for;
Sonny's Real Pit
Bar-B-Que
6606 Gall Blvd.
Zephyrhills, Florida 33542
SIJBMITI'ED PLAN
BY ZEPHYR S)HAVE BEEN REVIEWED
at ZEPHYR S R Dau: r: MAI HAL'S OFFICE
Reviewe
Phillips Fire Sprinklers, Inc.
"The Service You Deserve"
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Phillips Fire Sprinklers, Inc.
9331 East Fowler Avenue J --
Thonotasassa, Florida 33592
813-663-0011
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Job Name : SONNY'S BBQ
Building RESTAURANT
Location : 6606 GALL BLVD. ZEPHYRHILLS, FL 33542
System : #1
Contract : 2C08-0009
Data File : PERMIT.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Phillips Fire Sprinklers, Inc. Page 1
SONNY'S BBQ Date 101708
Hydraulic Design Information Sheet
Name - SONNY' REAL PIT BAR-B-QUE Date - 10-23-08
Location - 6606 GALL BLVD. ZEPHYRHILLS, FL 33542
Building - RESTAURANT System No. - #1
Contractor - PHILLIPS FIRE SPRINKLERS, INC. Contract No. - 2C08-0009
Calculated By - LORI FINLEY Drawing No. - FP-1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'0"
Occupancy - KITCHEN
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (x) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C (x) Figure 11.2.3.2.3.1 Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 1, 100sgft System Type Sprinkler/Nozzle
Density - .20 ( ) Wet Make TYCO
D Area Per Sprinkler - 130sqft ( ) Dry Model TY-FRB
E Elevation at Highest Outlet - 12'-5" ( ) Deluge Size 1/2"
S Hose Allowance - Inside - 100gpm ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - Ogpm ( ) Other Temp.Rat.200deg
G Hose Allowance - Outside - 150gpm
N
Note 30% REDUCTION IN AREA OF OPERATION PER THE ABOVE MENTIONED FIGURE
Calculation Flow Required - 546.019 Press Required - 39.153 12.583 SAFETY
Summary C-Factor Used: 120 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-14-08 Cap. -
T Time of Test - 4:00 PM Rated Cap.- Elev.-
E Static Press - 55psi @ Press -
R Residual Press - 45psi Elev. - Well
Flow - 1, 000gpm Proof Flow
S Elevation - 0
U _
P Location - 66066 GALL BLVD. ZEPHYRHILLS ZEPHYRHILLS FIRE DEPARTMENT
P
L Source of Information -
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
Phillips Fire Sprinklers, Inc. Page 4
SONNY'S BBQ Date 101708
Node Elevation K'Fact Pt Pn Flow Density Area Press
No. _______ Actual _ Actual_ Req.
D001 13.75 5.6 21.56 na 26.0 0.2 130 7.0
D002 13.75 5.6 21.56 na 26.0 0.2 130 7.0
D003 13.75 5.6 21.56 na 26.0 0.2 130 7.0
D1 12.5 5.6 10.94 na 18.52 0.2 68 7.0
D2 12.5 5.6 10.83 na 18.43 0.2 35 7.0
D3 12.5 5.6 11.29 na 18.81 0.2 60 7.0
D4 12.5 5.6 12.0 na 19.4 0.2 97 7.0
D5 12.5 5.6 12.24 na 19.59 0.2 87 7.0
D6 12.5 5.6 12.79 na 20.03 0.2 80 7.0
D7 12.5 5.6 11.35 na 18.86 0.2 34 7.0
D8 12.5 5.6 12.18 na 19.54 0.2 68.75 7.0
D9 12.5 5.6 13.17 na 20.32 0.2 64 7.0
D10 12.5 5.6 13.98 na 20.94 0.2 64 7.0
D11 12.5 5.6 12.2 na 19.56 0.2 64 7.0
D12 12.5 5.6 12.56 na 19.84 0.2 64 7.0
D13 12.5 5.6 14.17 na 21.08 0.2 80 7.0
D14 12.5 5.6 14.48 na 21.31 0.2 64 7.0
D15 12.5 5.6 12.49 na 19.79 0.2 64 7.0
1 12.5 11.49 na
2 12.5 11.38 na
3 12.5 11.86 na
4 12.5 12.65 na
5 12.5 12.9 na
6 12.5 13.49 na
7 12.5 11.97 na
8 12.5 12.84 na
9 12.5 13.83 na
10 12.5 14.68 na
11 12.5 12.81 na
12 12.5 13.19 na
13 12.5 14.87 na
14 12.5 15.2 na
15 12.5 16.48 na
101 12.0 12.37 na
102 12.0 13.14 na
103 12.0 13.18 na
104 12.0 13.86 na
105 12.0 14.23 na
106 12.0 14.78 na
201 12.0 14.1 na
202 12.0 15.41 na
203 12.0 16.31 na
301 12.0 13.7 na
302 12.0 14.48 na
303 12.0 16.32 na
304 12.0 17.51 na
401 12.0 16.11 na
402 12.0 17.02 na
403 12.0 17.4 na
404 12.0 17.79 na
501 12.0 18.29 na
502 12.0 18.32 na
503 12.0 18.4 na
504 12.0 18.52 na
505T 13.75 18.24 na
505B 12.0 19.32 na
506 12.0 19.64 na
507 12.0 20.44 na
508 12.0 20.89 na
TOR 12.0 21.64 na
BOR 1.0 27.78 na 100.0
UG1 0.0 30.75 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
Phillips Fire Sprinklers, Inc. Page 5
SONNY'S BBQ Date 101708
Node Elevation K'Fact Pt Pn Flow Density Area Press
No. Actual Actual
BFP 2.0 35.25 na
UG2 0.0 39.12 na
TEST 0.0 39.15 na 150.0
The maximum velocity is 10.11 and it occurs in the pipe between nodes 106 and 501
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Phillips Fire Sprinklers, Inc. Page 6
SONNY'S BBQ Date 101708
Hyd. Qa Dia Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D001 26.00 1.049 1 E 2.0 1.000 21.556 K Factor= 5.60
to 120 0.0 2.000 0.0
EQ01 26.0 0.2113 0.0 3.000 0.634 Vel = 9.65
0.0
26.00 22.190 K Factor= 5.52
D002 26.00 1.049 1 E 2.0 1.000 21.556 K Factor= 5.60
to 120 0.0 2.000 0.0
EQ02 26.0 0.2113 0.0 3.000 0.634 Vel= 9.65
0.0
26.00 22.190 K Factor= 5.52
D003 26.00 1.049 1 E 2.0 1.000 21.556 K Factor= 5.60
to 120 0.0 2.000 0.0
EQ03 26.0 0.2113 0.0 3.000 0.634 Vel = 9.65
0.0
26.00 22.190 K Factor= 5.52
D1 18.52 1.104 1E 2.565 3.750 10.937 K Factor= 5.60
to 120 0.0 2.565 0.0
1 18.52 0.0880 0.0 6.315 0.556 Vel = 6.21
0.0
18.52 11.493 K Factor= 5.46
D2 18.43 1.104 1E 2.565 3.750 10.829 K Factor= 5.60
to 120 0.0 2.565 0.0
2 18.43 0.0871 0.0 6.315 0.550 Vel= 6.18
0.0
18.43 11.379 K Factor= 5.46
D3 18.81 1.104 1E 2.565 3.750 11.285 K Factor= 5.60
to 120 0.0 2.565 0.0
3 18.81 0.0907 0.0 6.315 0.573 Vel = 6.30
0.0
18.81 11.858 __ K Factor= 5.46
D4 19.40 1.104 1E 2.565 4.250 12.001 K Factor= 5.60
to 120 0.0 2.565 0.0
4 19.4 0.0960 0.0 6.815 0.654 Vel = 6.50
0.0
19.40 12.655 K Factor= 5.45
D5 19.59 1.104 1 E 2.565 4.250 12.236 K Factor= 5.60
to 120 0.0 2.565 0.0
5 19.59 0.0977 0.0 6.815 0.666 Vel= 6.57
0.0
19.59 12.902 K Factor= 5.45
D6 20.03 1.104 1E 2.565 4.250 12.794 K Factor= 5.60
to 120 0.0 2.565 0.0
6 20.03 0.1018 0.0 6.815 0.694 Vel = 6.71
0.0
20.03 13.488 K Factor= 5.45
D7 18.86 1.104 1E 2.565 4.250 11.346 K Factor= 5.60
to 120 0.0 2.565 0.0
7 18.86 0.0910 0.0 6.815 0.620 Vel = 6.32
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Phillips Fire Sprinklers, Inc. Page 7
SONNY'S BBQ Date 101708
Hyd. Qa Dia' Fitting P)pe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
18.86 11.966 K Factor= 5.45
D8 19.54 1.104 1E 2.565 4.250 12.176 K Factor= 5.60
to 120 0.0 2.565 0.0
8 19.54 0.0973 0.0 6.815 0.663 Vel = 6.55
0.0
19.54 12.839 K Factor= 5.45
D9 20.32 1.104 1E 2.565 3.750 13.167 K Factor= 5.60
to 120 0.0 2.565 0.0
9 20.32 0.1045 0.0 6.315 0.660 Vel = 6.81
0.0
20.32 13.827 K Factor= 5.46
D10 20.94 1.104 1E 2.565 3.750 13.980 K Factor= 5.60
to 120 0.0 2.565 0.0
10 20.94 0.1104 0.0 6.315 0.697 Vel = 7.02
0.0
20.94 14.677 K Factor= 5.47
D11 19.56 1.104 1E 2.565 3.750 12.196 K Factor= 5.60
to 120 0.0 2.565 0.0
11 19.56 0.0974 0.0 6.315 0.615 Vel = 6.56
0.0
19.56 12.811 K Factor= 5.46
D12 19.84 1.104 1E 2.565 3.750 12.555 K Factor= 5.60
to 120 0.0 2.565 0.0
12 19.84 0.1001 0.0 6.315 0.632 Vel = 6.65
0.0
19.84 13.187 K Factor= 5.46
D13 21.08 1.104 1E 2.565 3.750 14.168 K Factor= 5.60
to 120 0.0 2.565 0.0
13 21.08 0.1118 0.0 6.315 0.706 Vel = 7.07
0.0
21.08 14.874 K Factor= 5.47
D14 21.31 1.104 1E 2.565 3.750 14.476 K Factor= 5.60
to 120 0.0 2.565 0.0
14 21.31 0.1140 0.0 6.315 0.720 Vel= 7.14
0.0
21.31 15.196 K Factor= 5.47
D15 19.79 1.104 1 E 2.565 37.500 12.492 K Factor= 5.60
to 120 0.0 2.565 0.0
15 19.79 0.0995 0.0 40.065 3.987 Vel = 6.63
0.0
19.79 16.479 K Factor= 4.88
1 18.52 1.104 2E 5.13 2.340 11.493
to 120 0.0 5.130 0.217
101 18.52 0.0878 0.0 7.470 0.656 Vel= 6.21
0.0
18.52 12.366 K Factor= 5.27
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Phillips Fire Sprinklers, Inc. Page 8
SONNY'S BBQ Date 101708
Hyd. Qa Dial Fitting Pipe Pt Pt ******* ******
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
2 18.43 1.104 2E 5.13 6.125 11.379
to 120 1 T 6.413 11.543 0.217
102 18.43 0.0872 0.0 17.668 1.541 Vel = 6.18
0.0 18.43 13.137 K Factor= 5.08
3 18.81 1.104 1E 2.565 3.208 11.858
to 120 1 T 6.413 8.978 0.217
103 18.81 0.0905 0.0 12.186 1.103 Vet= 6.30
0.0 18.81 13.178 K Factor= 5.18
4 19.40 1.104 1E 2.565 1.375 12.655
to 120 1 T 6.413 8.978 0.217
104 19.4 0.0958 0.0 10.353 0.992 Vet= 6.50
0.0 19.40 13.864 K Factor= 5.21
5 19.59 1.104 1E 2.565 2.375 12.902
to 120 1 T 6.413 8.978 0.217
105 19.59 0.0976 0.0 11.353 1.108 Vel= 6.57
0.0 19.59 14.227 K Factor= 5.19
--- - ---
----------
6 20.03 1.104 1E 2.565 1.625 13.488
to 120 1 T 6.413 8.978 0.217
106 20.03 0.1017 0.0 10.603 1.078 Vel= 6.71
---------------
0.0 20.03 14.783 K Factor= 5.21
---
7 18.86 1.104 3E 7.695 13.375 11.966
to 120 0.0 7.695 0.217
201 18.86 0.0910 0.0 21.070 1.918 Vet = 6.32
0.0
18.86 14.101 K Factor= 5.02
8 19.54 1.104 2E 5.13 5.625 12.839
to 120 0.0 5.130 0.217
201 19.54 0.0972 0.0 10.755 1.045 Vel= 6.55
0.0
19.54 14.101 K Factor= 5.20
9 20.32 1.104 1E 2.565 4.125 13.827
to 120 1 T 6.413 8.978 0.217
202 20.32 0.1045 0.0 13.103 1.369 Vet = 6.81
0.0
20.32 15.413 K Factor= 5.18
10 20.94 1.104 1 E 2.565 3.875 14.677
to 120 1 T 6.413 8.978 0.217
203 20.94 0.1104 0.0 12.853 1.419 Vel = 7.02
0.0
20.94 16.313 K Factor= 5.18
11 19.56 1.104 2E 5.13 1.750 12.811
to 120 0.0 5.130 0.217
301 19.56 0.0972 0.0 6.880 0.669 Vet= 6.56
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Phillips Fire Sprinklers, Inc. Page 9
SONNY'S BBQ Date 101708
Hyd. Qa Did. Fitting Pipe Pt Pt
Ref. 'c' or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
19.56 13.697 K Factor= 5.29
12 19.84 1.104 1 E 2.565 1.750 13.187
to 120 1 T 6.413 8.978 0.217
302 19.84 0.0999 0.0 10.728 1.072 Vel= 6.65
0.0
19.84 14.476 K Factor= 5.21
13 21.08 1.104 1E 2.565 2.000 14.874
to 120 1 T 6.413 8.978 0.217
303 21.08 0.1118 0.0 10.978 1.227 Vel= 7.07
0.0
21.08 16.318 K Factor= 5.22
14 21.31 1.104 2E 5.13 1.000 15.196
to 120 0.0 5.130 0.217
401 21.31 0.1140 0.0 6.130 0.699 Vel= 7.14
0.0
21.31 16.112 K Factor= 5.31
15 19.79 1.452 1E 3.843 1.000 16.479
to 120 1 T 7.686 11.529 0.217
402 19.79 0.0262 0.0 12.529 0.328 Vel= 3.830.0
19.79 17.024 K Factor= 4.80
101 18.52 1.104 0.0 8.750 12.366
to 120 0.0 0.0 0.0
102 18.52 0.0881 0.0 8.750 0.771 Vet = 6.21
102 18.43 1.452 0.0 0.500 13.137
to 120 0.0 0.0 0.0
103 36.95 0.0820 0.0 0.500 0.041 Vel= 7.16
103 18.81 1.687 0.0 8.000 13.178
to 120 0.0 0.0 0.0
104 55.76 0.0858 0.0 8.000 0.686 Vel = 8.00
104 19.40 2.154 0.0 8.000 13.864
to 120 0.0 0.0 0.0
105 75.16 0.0454 0.0 8.000 0.363 Vel = 6.62
105 19.59 2.154 0.0 8.000 14.227
to 120 0.0 0.0 0.0
106 94.75 0.0695 0.0 8.000 0.556 Vel = 8.34 106 20.03 2.154 1 T 12.224 23.125 14.783
to 120 0.0 12.224 0.0
501 114.78 0.0992 0.0 35.349 3.507 Vet = 10.11
0.0
114.78 18.290 K Factor= 26.84
201 38.40 1.452 IT 7.686 7.000 14.101
to 120 0.0 7.686 0.0
202 38.4 0.0893 0.0 14.686 1.312 - Vet = 7.44
202 20.32 1.687 0.0 9.541 15.413
to 120 0.0 0.0 0.0
203 58.72 0.0943 0.0 9.541 0.900 Vet = 8.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Page 10
Phillips Fire Sprinklers, Inc. Date 101708
SONNY'S BBQ
Hyd. Qa Dia. Fitting Pipe Pt Pt *..***• Notes
Ref. "c' or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
203 20.94 2.154 IT 12.224 27.583 16.313
to 120 0.0 12.224 0.0
502 79.66 0.0505 0.0 39.807 2.009
Vel = 7.01
0.0 18 322 K Factor= 18.61
79.66
301 19.56 1.104 0.0 8.000 13.697
to 120 0.0 0.0 0.0
302 19.56 0.0974 0.0 8.000 0.779 Vel = 6.56
302 19.84 1.452 0.0 19.666 14.476
to 120 0.0 0.0 0.0
303 39.4 0.0937 0.0 19.666 1.842 Vel = 7.63
303 21.08 1.687 0.0 12.000 16.318
to 120 0.0 0.0 0.0
304 60.48 0.0997 0.0 12.000 1.196
Vel = 8.68
304 0.0 2.154 1 T 12.224 17.125 17.514
to 120 0.0 12.224 0.0
503 60.48 0.0303 0.0 29.349 0.890 Vel = 5.32
0.0 18.404 K Factor= 14.10
60.48
401 21.31 1.104 0.0 8.000 16.112
to 120 0.0 0.0 0.0
402 21.31 0.1140 0.0 8.000 0.912 Vel= 7.14
402 19.79 1.452 0.0 3.666 17.024
to 120 0.0 0.0 0.0
403 41.1 0.1012 0.0 3.666 0.371 Vel = 7.96
403 0.0 1.687 0.0 8.000 17.395
to 120 0.0 0.0 0.0
404 41.1 _0.0488 0.0 8.000 0.390 Vel= 5.90
404 0.0 2.154 1 T 12.224 37.125 17.785
to 120 0.0 12.224 0.0
= -_--__
504 41.1 0.0149 -__ _ _0.0 49.349 _ 0.733 Vel 3.62
0.0 K Factor= 9.55
41.10 18.518
501 114.78 4.26 0.0 9.041 18.290
to 120 0.0 0.0 0.0
502 114.78 0.0035 0.0 9.041 0.032 Vel = 2.58
502 79.66 4.26 0.0 8.583 18.322
to 120 0.0 0.0 0.0
503 194.44 0.0096 0.0 8.583 0.082 Vel = 4.38
503 60.48 4.26 0.0 7.250 18.404
to 120 0.0 0.0 0.0
504 254.92 0.0157 0.0 7.250 0.114 Vel = 5.74
504 41.10 4.26 1E 13.167 10.083 18.518
to 120 0.0 13.167 -0.758
505T 296.02 0.0206_--_ _0.0 23.250 0.480 Vel = 6.66 —_
505T 0.0 4.26 1E 13.167 2.500 18.240
to 120 0.0 13.167 0.758
505B 296.02 0.0207 0.0 15.667 0.324 Vel = 6.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Phillips Fire Sprinklers, Inc. Page 11
SONNY'S BBQ Date 101708
Hyd. Qa Dia. Fitting Pipe Pt Pt ******* ******
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
505B 0.0 4.26 1E 13.167 2.000 19.322
to 120 0.0 13.167 0.0
506 296.02 0.0207 0.0 15.167 0.314 Vet= 6.66
506 0.0 4.26 1E 13.167 25.916 19.636
to 120 0.0 13.167 0.0
507 296.02 0.0206 0.0 39.083 0.807 Vet = 6.66
507 0.0 4.26 1E 13.167 8.375 20.443
to 120 0.0 13.167 0.0
508 296.02 0.0207 0.0 21.542 0.446 Vel= 6.66
508 0.0 4.26 1E 13.167 23.416 20.889
to 120 0.0 13.167 0.0
TOR 296.02 0.0207 0.0 36.583 0.756 Vel = 6.66
TOR 0.0 4.26 1 B 15.8 8.500 21.645
to 120 IS 28.968 57.935 4.764
BOR 296.02 0.0207 1Z 13.167 66.435 1.373 Vel = 6.66
BOR 100.00 4.1 2E 29.067 50.000 27.782 Qa= 100
to 140 0.0 29.067 0.433
UG1 396.02 0.0321 0.0 79.067 2.537 Vet= 9.62
UG1 0.0 4.1 2E 29.067 15.000 30.752
to 140 1 Zaf 0.0 29.067 3.080 *Fixed loss= 3.947
BFP 396.02 0.0321 0.0 44.067 1.415 Vel= 9.62
BFP 0.0 4.1 1E 14.534 50.000 35.247
to 140 1 T 29.067 43.601 0.866
UG2 396.02 0.0321 0.0 93.601 3.003 Vel= 9.62 UG2 0.0 10.28 0.0 100.000 39.116
to 140 0.0 0.0 0.0
TEST 396.02 0.0004 0.0 100.000 0.037 Vel = 1.53
150.00 Qa = 150.00
546.02 39.153 K Factor= 87.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087