899 Atlantic Blvd 2014 fire sprinkler t�
SI, CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
MECHANICAL FIRE SPRINKIIMPECTION PHONE LINE 247-5814
ALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATI N:
o -
Job Type: MECHANICAL FIRE PERMIT
Description: SPRINKLER SYSTEM
Estimated Value:
Issue Date: 9/19/2014
Expiration Date• 3/18/2015
PROPERTY ADDRESS:
Address: 899 ATLANTIC BLVD
RE Number: 177602-0899
PROPERTY OWNER:
Name: EQUITY ONE ATLANTIC VILLAGE,
Address:
GENERAL CONTRACTOR INFORMATION:
Name: FIRE SPRINKLER SERVICES NE FLA
Address:
Phone• - -
FEES:
State Mech DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Fire Sprinkler System $30.00
Trade Permit Base Fee $55.00
Total Payments: $89.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
Syslyr+, City of Atlantic Beach r `^ APPLICATION NUMBER
JsF Building Department (To be assigned by the Building Department.)
800 Seminole Road l y
Atlantic Beach, Florida 32233-5445
Phone (904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: /
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: Dppartment review required Yes No
Lr/
Building-.2
Applicant: ' /ie� /"/1Jffviasning &Zoning
Pp Tree Administrator
Project: riaPublic Works
Public Utilities
Public Safety
ire Selvices.
pia �� lr3
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Rece--pt Date
of Permit verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Q pproved. ❑DenieJ'.
(Circle one.) Comments:
(!HIN�:)
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑De d.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: [--]Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
MECHANICAL PERMIT APPLICATION ca
FILE C - CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233L7
#I�gl rA�t2A DTa�A� Ph(904) 247-5826 Fax (904)247-5845 __0
an � �
JOB ADDRESS: d �l�l d 2t ��.ArrT %C- `"� b PERMIji o
..P
PROJECT VALUE $ S 5 30 o ARI# RE UIR
ji
Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED
Duct Systems: Total CFM
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED
Duct Systems: Total CFM
FIRE PREVENTION
Fire Sprinkler System Quantity (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
FIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
#Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
OTHER:
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or
not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name Phone Number
Mechanical Company 1�.R E S 2 i t-1 t 5 � S t titC . Office Phone-113-SR-6 Faxaq 3-75Z.z
Co. Address: 2gSL\ GcYZo City A,c StateFL Zip 32Z l (
License Holder(Print): J voZ> L State Certification/Registration# q2N!!�1/oe2lNeD
Notarized Signature of License Holder
��Y!�a` ROSE AIt.STOCI(
e e m this day 20- ---
z fi" MY COMMISSION N EE 111032
BEXPIRES Sept mr29, n ure of Notary Public
an bcr
i—
i _ ny,
FILE COPY li
r
_ _ _ Fire Protection by Computer Design
Fire Sprinkler Services, Inc.
2454 Rogero Rd.
Jacksonville, Florida 32211
904-743-3220
Job Name era Mead Bakery#1781
Building Kitchen
Location 10 antic Blvd. Atlantic Beach, Florida 32233
System 1
Contract 927-14
Data File Panera Bread Bakery#1781 - Kitchen.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fire Sprinkler Services, Inc. Page 1
Panera Bread Bakery#1781 Date 8/22/14
Hydraulic Desiqn Information Sheet
Name - Panera Bread #1781 Date - 8/29/14
Location - 1021 Atlantic Blvd. Atlantic Beach, Florida 32233
Building - Kitchen System No. - 1
Contractor - Fire Sprinkler Services, Inc. Contract No. - 927-14
Calculated By - HRG III Drawing No. - FP 1 of 1
Construction: ( ) Combustible (x) Non-Combustible Ceiling Height - Varies
Occupancy - Ordinary Group I
S (x) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (x) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
-- - —
M Area of Sprinkler Operation - 936 System Type Sprinkler/Nozzle
Density - .10 (x) Wet Make Viking
D Area Per Sprinkler - Varies ( ) Dry Model VK302
E Elevation at Highest Outlet - 10 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - n/a ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - n/a ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 250 GPM
N
Note
Calculation Flow Required - 316.972 Press Required - 36.859 Test
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 3/14/2014 Cap. -
T Time of Test - 9:00 AM Rated Cap.- Elev.-
E Static Press - 48 @ Press -
R Residual Press - 30 Elev. - Well
Flow - 920 Proof Flow
S Elevation - 0
U
P Location - Royal Plams Dr. & Atlantic Blvd.
P
L Source of Information - FSSI
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled o Palletized % Rack
M
__T_) __Single Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 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
Fire Sprinkler Services, Inc. Page 4
Panera Bread Bakery#1781 Date 8/22/14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
11 10.0 5.6 18.87 na 24.33 0.15 60 7.0
12 10.0 5.6 10.72 na 18.34 0.15 77 7.0
13 10.0 5.6 11.64 na 19.1 0.15 100 7.0
13A 11.0 12.28 na
14 10.0 5.6 15.47 na 22.02 0.15 100 7.0
14A 11.0 16.43 na
15 10.0 5.6 7.0 na 14.82 0.15 59.111 7.0
16 10.0 5.6 7.1 na 14.92 0.15 62.5 7.0
16A 11.0 7.77 na
17 10.0 5.6 8.09 na 15.93 0.15 62.5 7.0
17A 11.0 8.43 na
18 10.0 5.6 9.7 na 17.44 0.15 86.5 7.0
18A 11.0 10.17 na
19 10.0 5.6 11.28 na 18.81 0.15 86.5 7.0
19A 11.0 11.89 na
20 10.0 5.6 12.9 na 20.11 0.15 120 7.0
20A 11.0 13.65 na
21 10.0 5.6 13.66 na 20.7 0.15 37.599 7.0
21A 11.0 14.45 na
22 10.0 5.6 15.65 na 22.15 0.15 99 7.0
22A 11.0 16.16 na
23 10.0 5.6 17.08 na 23.15 0.15 55 7.0
23A 11.0 17.67 na
D 11.0 20.19 na
E 11.0 20.19 na
F 11.0 20.22 na
G 11.0 20.35 na
TOR 11.0 22.16 na
BOR 1.0 27.33 na
100 -3.0 29.11 na
200 -3.0 29.4 na
BFO 2.0 27.28 na
BFI 2.0 30.22 na
300 -3.0 32.43 na
TEST 0.0 32.09 na 250.0
The maximum velocity is 16.08 and it occurs in the pipe between nodes 20A and F
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Services, Inc. Page 5
Panera Bread Bakery#1781 Date 8/22/14
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
11 24.33 1.049 E 2.0 2.375 18.869 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
D 24.33 0.1870 0.0 9.375 1.753 Vel = 9.03
0.0 -
24.33 20.189 K Factor= 5.41_
12 18.34 1.049 2E 4.0 14.000 10.720 K Factor= 5.60
to 120.0 0.0 4.000 -0.433
13A 18.34 0.1108 0.0 18.000 1.994 Vel= 6.81
0.0
18.34 12.281 K Factor= 5.23
13 19.10 1.049 E 2.0 2.000 11.638 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
13A 19.1 0.1196 0.0 9.000 1.076 Vel = 7.09
13A 18.34 1.049 0.0 10.000 12.281
to 120.0 0.0 0.0 0.0
14A _ 37.44 0.4151 0.0 10.000 4.151 Vel= 13.90
0.0
37.44 16.432 K Factor= 9.24
14 22.02 1.049 E 2.0 2.000 15.466 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
14A 22.02 0.1554 0.0 9.000 1.399 Vel= 8.17
14A 37.44 1.38 T 6.0 8.625 16.432
to 120.0 0.0 6.000 0.0
E 59.46 0.2570 0.0 14.625 3.758 Vel= 12.75
- 0.0
59.46 20.190 K Factor= 13.23
15 14.82 1.049 2T 10.0 6.167 7.000 K Factor= 5.60
to 120.0 0.0 10.000 -0.433
16A 14.82 0.0747 0.0 16.167 1.208 Vel= 5.50
0.0
14.82 7.775 K Factor= 5.31
16 14.92 1.049 2E 4.0 5.625 7.101 K Factor= 5.60
to 120.0 T 5.0 9.000 -0.433
16A 14.92 0.0757_ 0.0 14.625 _1.107 Vel = 5.54
16A 14.82 1.049 - 0.0 2.417 7.775
to 120.0 0.0 0.0 0.0
17A 29.74 0.2710 0.0 2.417 0.655 Vel= 11.04
0.0
_ 29.74 8.430 K Factor= 10.24
17 15.93 1.049 E 2.0 2.042 8.091 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
17A 15.93 0.0854 _ 0.0 9.042 0.772 Vel= 5.91
17A 29.74 1.38 E 3.0 8.042 8.430
to 120.0 0.0 3.000 0.0
18A 45.67 0.1577 0.0 11.042 1.741 Vel = 9.80
0.0
45.67 10.171 - K Factor= 14.32
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Services, Inc. Page 6
Panera Bread Bakery#1781 Date 8/22114
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 17.44 1.049 E 2.0 2.000 9.695 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
18A 17.44 0.1010 0.0 9.000 0.909 Vel= 6.47
18A 45.66 1.38 0.0 6.000 10.171
to 120.0 0.0 0.0 0.0
19A 63.1 0.2867 0.0 6.000 1.720 Vel= 13.54
0.0
63.10 11.891 K Factor= 18.30_ _
19 18.81 1.049 E 2.0 2.000 11.279 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
19A 18.81 0.1161 0.0 9.000 1.045 _Vel= 6.9.8
19A 63.10 1.61 0.0 8.000 11.891
to 120.0 0.0 0.0 0.0
20A 81.91 0.2194 0.0 8.000 1.755 Vel= 12.91
0.0
81.91 13.646 K Factor= 22.17
20 20.11 1.049 E 2.0 2.000 12.896 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
20A 20.11 0.1314 0.0 9.000 1.183 Vel= 7.47
20A 81.91 1.61 2E 8.0 3.958 13.646
to 120.0 T 8.0 16.000 0.0
F 102.02 0.3292 0.0 19.958 6.571 Vel= 16.08
0.0
102.02 20.217 K Factor= 22.69
21 20.70 1.049 E 2.0 1.792 13.660 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
21A 20.7 0.1386 0.0 8.792 1.219 Vel= 7.68
21A 0.0 1.049 0.0 12.333 14.446
to 120.0 0.0 0.0 0.0
22A 20.7 0.1387 0.0 12.333 1.710 Vel= 7.68
0.0
20.70 16.156 K Factor= 5.15
22 22.15 1.049 T 5.0 1.000 15.646 K Factor= 5.60
to 120.0 0.0 5.000 -0.433
22A 22.15 0.1572 - 0.0 _6.000 0.943 Vel= 8.22
22A 20.70 1.38 0.0 10.833 16.156
to 120.0 0.0 0.0 0.0
23A 42.85 0.1401 0.0 10.833-- -1.518 Vel_ 9.19
0.0
42.8517.674 K Factor= 10.19
-------------------------
- --- - --- -- ------
23 23.15 1.049 T 5.0 1.000 17.084 K Factor= 5.60
to 120.0 0.0 5.000 -0.433
23A _ 23.15 0.1705 - 0.0 6.000 1.023 --------Vel-= 8.59
23A 42.84 1.38 T 6.0 2.583 17.674
to 120.0 0.0 6.000 0.0
G 6.5.99 0.3115 _ _- 0.0 _ 8.583 2.674 Vel= 14.1
0.0
65.99 20.348 K Factor= 14.63
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Services, Inc. Page 7
Panera Bread Bakery#1781 Date 8/22/14
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D 24.33 3.314 0.0 1.000 20.189
to 120.0 0.0 0.0 0.0
E 24.33 0.0010 0.0 1.000 0.001 Vel = 0.90
E 59.46 3.314 0.0 4.000 20.190
to 120.0 0.0 0.0 0.0
F 83.79 0.0068 0.0 4.000 0.027 Vel= 3.12
F 102.02 3.314 0.0 4.417 20.217
to 120.0 0.0 0.0 0.0
G 185.81 0.0297 0.0 4.41_7 0.131 Vel= 6.91 _
G 65.99 3.314 2E 20.383 14.500 20.348
to 120.0 0.0 20.383 0.0
TOR 251.8 0.0521 0.0 34.883 1.816 Vel= 9.37
TOR 0.0 4.31 B 16.724 10.000 22.164
to 120.0 S 30.661 47.385 4.331
BOR 251.8 0.0145 0.0 57.385 0.831 Vel= 5.54
BOR 0.0 6.065 E 14.0 4.000 27.326
to 120.0 0.0 14.000 1.732
100 251.8 0.0027 0.0 18.000 0.049 Vel = 2.80 _
100 0.0 6.09 3E 64.749 100.000 29.107
to 150.0 0.0 64.749 0.0
200 251.8 0.0018 0.0 164.749 0.293 Vel= 2.77
200 0.0 6.22 E 21.055 5.000 29.400
to 140.0 0.0 21.055 -2.166
BFO 251.8 0.0018 0.0 26.055 0.048 Vel = 2.66
BFO 0.0 6.22 Zic 0.0 5.000 27.282
to 140.0 0.0 0.0 2.925 * * Fixed Loss = 2.925
BFI 251.8 0.0020_ 0.0 5.000 0.010 Vel = 2.66
BFI 0.0 6.22 E 21.055 5.000 30.217
to 140.0 0.0 21.055 2.166
300 251.8 0.0018 0.0 26.055 0.047 Vel= 2.66
300 0.0 6.09 E 21.583 420.000 32.430
to 150.0 2T 92.499 118.707 -1.299
TEST 251.8 0.0018 G 4.625 538.707 0.958 Vel= 2.77
250.00 Qa= 250.00
501.80 32.089 K Factor= 88.58
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FILE COPY
_ _ . Fire Protection by Computer Design
Fire Sprinkler Services, Inc.
2454 Rogero Rd.
Jacksonville, Florida 32211
904-743-3220
Job Name Bakery#1781
Building CiningooLocation ntic Blvd. Atlantic Beach, Florida 32233
System 1
Contract 927-14
Data File Panera Bread Bakery#1781 - Dining Room.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fire Sprinkler Services, Inc. Page 1
Panera Bread Bakery#1781 Date 8/22/14
Hydraulic Desiqn Information Sheet
Name - Panera Bread #1781 Date - 8/29/14
Location - 1021 Atlantic Blvd. Atlantic Beach, Florida 32233
Building - Dining Room System No. - 1
Contractor - Fire Sprinkler Services, Inc. Contract No. - 927-14
Calculated By - HRG III Drawing No. - FP 1 of 1
Construction: ( ) Combustible (x) Non-Combustible Ceiling Height - Varies
Occupancy - Light Hazard
S (x) NFPA 13 (x) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
-- ------ - -- -- - ---- --- - -
M Area of Sprinkler Operation - 922.5 System Type Sprinkler/Nozzle
Density - .10 (x) Wet Make Viking
D Area Per Sprinkler - 197.167 ( ) Dry Model VK302
E Elevation at Highest Outlet - 10 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - n/a ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - n/a ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100 GPM
N
Note
Calculation Flow Required - 316.972 Press Required - 36.859 Test
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 3/14/2014 Cap. -
T Time of Test - 9:00 AM Rated Cap.- Elev.-
E Static Press - 48 @ Press -
R Residual Press - 30 Elev. - Well
Flow - 920 Proof Flow
S Elevation - 0
U __
P Location - Royal Plams Dr. & Atlantic Blvd.
P
L Source of Information - FSSI
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled o Palletized o Rack
M -------
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 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
Fire Sprinkler Services, Inc. Page 4
Panera Bread Bakery#1781 Date 8/22/14
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. -_-- Actual - - - Actual Req------
1 10.0 5.6 19.03 na 24.43 0.1 136.84 7.0
1A 11.0 19.72 na
113 11.0 22.52 na
2 10.0 5.6 19.53 na 24.75 0.1 136.84 7.0
2A 11.0 20.26 na
26 11.0 23.13 na
3 10.0 5.6 12.4 na 19.72 0.1 197.167 7.0
3A 11.0 13.06 na
4 10.0 5.6 14.04 na 20.98 0.1 120 7.0
4A 11.0 14.84 na
5 10.0 5.6 19.42 na 24.68 0.1 120 7.0
5A 11.0 20.65 na
6A 10.0 5.6 20.26 na 25.21 0.1 120 7.0
7 10.0 5.6 20.66 na 25.46 0.1 120 7.0
7A 11.0 21.99 na
8 10.0 5.6 21.26 na 25.82 0.1 120 7.0
8A 11.0 22.64 na
9 10.0 5.6 21.46 na 25.94 0.1 120 7.0
9A 11.0 22.85 na
A 11.0 23.49 na
B 11.0 23.49 na
C 11.0 23.67 na
D 11.0 24.82 na
E 11.0 24.86 na
F 11.0 25.01 na
G 11.0 25.19 na
TOR 11.0 26.57 na
BOR 1.0 31.53 na
100 -3.0 33.3 na
200 -3.0 33.55 na
BFO 2.0 31.42 na
BFI 2.0 35.23 na
300 -3.0 37.43 na
TEST 0.0 36.86 na 100.0
The maximum velocity is 15.11 and it occurs in the pipe between nodes 4A and 5A
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Services, Inc. Page 5
Panera Bread Bakery#1781 Date 8/22/14
Hyd. Qa Dia. Fitting Pipe Pt Pt
+++++++ ++++++
Ref. "C" or tng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 24.43 1.049 T 5.0 1.000 19.025 K Factor= 5.60
to 120.0 0.0 5.000 -0.433
1A 24.43 0.1883 0.0 6.000 1.130 Vel= 9.07
1A 0.0 1.049 2E 4.0 5.875 19.722
to 120.0 T 5.0 9.000 0.0
1 B 24.43 0.1884 0.0 14.875 2.802 Ve_I= 9.07
1B 0.0 1.38 T 6.0 13.458 22.524
to 120.0 0.0 6.000 0.0
A 24.43 0.0495 0.0 19.458 0.964 Vel= 5.24
0.0
24.43 23.488 K Factor= 5.04
2 24.75 1.049 T 5.0 1.000 19.533 K Factor= 5.60
to 120.0 0.0 5.000 -0.433
2A 24.75 0.1930 0.0 6.000 1.158 Vel = 9.19 _
2A 0.0 1.049 2E 4.0 5.875 20.258
to 120.0 T 5.0 9.000 0.0
2B 24.75 0.1930 0.0 14.875 2.871 --Vel = 9.19
213 0.0 1.38 T 6.0 1.083 23.129
to 120.0 0.0 6.000 0.0
A 24.75 0.0507 0.0 7.083 0.359 Vel= 5.31
0.0
_ 24.75 23.488 K Factor= 5.11
3 19.72 1.049 E 2.0 1.667 12.396 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
3A 19.72 0.1268 0.0 8.667_ 1.099 Vel= 7.32
3A 0.0 1.049 0.0 14.000 13.062
to 120.0 0.0 0.0 0.0
4A 19.72_ 0.1267 0.0 14.000 1.774 Vel = 7.32
- 0.0
19.72 - 14.836 - K Factor= 5.12
4 20.98 1.049 E 2.0 1.667 14.037 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
4A 20.98 0.1421 - - - 0.0 8.667 1.232 Vel = 7.79
4A 19.72 1.049 0.0 12.000 14.836
to 120.0 0.0 0.0 0.0
5A 40.7 0.4843 0.0 12.000 5.812 Vel= 15.11
0.0
_ 40.70 20.648 K Factor= 8.96
5 24.68 1.049 E 2.0 1.667 19.418 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
5A 24.68 0.1919 0.0 8.667 1.663 Vel= 9.16
5A -_--- 40.69 1.38 T 6.0 3.292 20.648
to 120.0 0.0 6.000 0.0
B 65.37 0.3062 - 0.0 9.292 - 2.845 - Vel = 14.02 -
0.0
------------
65.37 23.493 K Factor= 13.49
6A 25.21 1.049 2E 4.0 9.375 20.258 K Factor= 5.60
to 120.0 T 5.0 9.000 -0.433
B 25.21 0.1996 0.0 18.375 3.668 Vel = 9.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Services, Inc. Page 6
Panera Bread Bakery#1781 Date 8/22/14
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
25.21 23.493 K Factor= 5.20
7 25.46 1.049 E 2.0 1.667 20.664 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
7A _ 25.46 0.2033 0.0 8.667 1.762 Vel= 9.45
7A 0.0 1.38 0.0 12.000 21.993
to 120.0 0.0 0.0 0.0
8A 25.46 0.0535 0.0 12.000 0.642 Vel = 5.46
0.0
25.46 22.635 K Factor= 5.35
8 25.82 1.049 E 2.0 1.667 21.259 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
8A 25.82 0.2087 - 0.0 8.667 1.809 Vel = 9.59
8A 25.46 1.61 T 8.0 3.208 22.635
to 120.0 0.0 8.000 0.0
C 51.28 0.0922 0.0 11.208 1.033 Vel= 8.08
0.0
51.28 23.668 K Factor=10.54
9 25.94 1.049 E 2.0 1.667 21.458 K Factor=5.60
to 120.0 T 5.0 7.000 -0.433
9A __25.94_ 0.2105 0.0 8.6_67 _ 1.824 - Vel= 9.63
9A 0.0 1.38 T 6.0 8.792 22.849
to 120.0 0.0 6.000 0.0
C 25.94 0.0554 0.0 14.792 0.819 Vel= -5.56
0.0 23.668 K Factor= 5.33
_ 25.94 -- -- - -- -
A - -- 49.18 3.314 0.0 2.042 23.488
to 120.0 0.0 0.0 0.0
B 49.18 0.0024 0.0 2.042 0.005 _ Vel = 1.83
B 90.58 3.314 0.0 10.000 23.493
to 120.0 0.0 0.0 0.0
C 139.76 0.0175 0.0 10.000 0.175 Vel= 5.20 _
C 77.21 3.314 0.0 29.042 23.668
to 120.0 0.0 0.0 0.0
D 216.97_ 0_0395_ - 0.0 29.042 1.148 Vel= 8.07
D 0.0 3.314 0.0 1.000 24.816
to 120.0 0.0 0.0 0.0
E 216.97 0.0400 0.0 1.000 0.040 Vel= 8.07 -
E 0.0 3.314 0.0 4.000 24.856
to 120.0 0.0 0.0 0.0
F 216.97 0.0395 0.0 _4.000 _ - 0.158 Vel= 8.07
F 0.0 - 3.314 0.0 4.417 25.014
to 120.0 0.0 0.0 0.0
G 216.97 0.0396_ 0.0 4.417- _0.175 --Vel = 8 07 - -
G 0.0 3.314 2E 20.383 14.500 25.189
to 120.0 0.0 20.383 0.0
TOR 216.97 0.0395 - 0.0 34.883 1.378 Vel= 8.07 _
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Fire Sprinkler Services, Inc. Page 7
Panera Bread Bakery#1781 Date 8/22/14
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
TOR 0.0 4.31 B 16.724 10.000 26.567
to 120.0 S 30.661 47.385 4.331
BOR 216.97 0.0110 0.0 57.385 0.631 Vel = 4.77 _
BOR 0.0 6.065 E 14.0 4.000 31.529
to 120.0 0.0 14.000 1.732
100 216.97 0.0021 0.0 18.000 0.038 Vel =---2.41
100 0.0 6.09 3E 64.749 120.000 33.299
to 150.0 0.0 64.749 0.0
200 _ 216.97 0.0014 0.0 184.749 0.250 Vel= 2.39
200 0.0 6.22 E 21.055 5.000 33.549
to 140.0 0.0 21.055 -2.166
BFO 216.97 0.0014 0.0 26.055 0.036 Vel = 2.29
BFO 0.0 6.22 Zic 0.0 5.000 31.419
to 140.0 0.0 0.0 3.803 Fixed Loss= 3.803
BFI 216.97 0.0014 0.0 5.000 0.007 Vel= 2.29
BFI 0.0 6.22 E 21.055 5.000 35.229
to 140.0 0.0 21.055 2.166
300 216.97 0.0013 0.0 26.055 0.035 Vel= 2.29
300 0.0 6.09 E 21.583 420.000 37.430
to 150.0 2T 92.499 118.707 -1.299
TEST 216.97 0.0014 G 4.625 538.707 0.728 Vel= 2.39
100.00 Qa= 100.00
316.97 36.859 K Factor= 52.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087