HomeMy WebLinkAbout3248 LIONSHEAD AVE; ; FPC2016-0036; PermitPERMIT REPORT
(r7c ity of
Carlsbad
Print Date: 12/02/2020 Permit No: FPC2016-0036
Job Address: 3248 LIONSHEAD AyE, CARLSBAD, CA 92010 Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class:
Parcel #: 2218811700 Track #:
Valuation: $2,915,915.00 Lot #:
Occupancy Group: Project #:
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #:
Plan Check U:
Project Title: RACEWAY LOT 16 SHELL BUILDING
Description: RACEWAY LOT 16- NEW SPRINKLER SYSTEM INSTALLATION
2 SYSTEMS: EAST / WEST
Fire Sprinklers
Applied: 12/12/2016
Issued: 02/07/2017
DEV16002 Finaled Close Out: 12/02/2020
Inspector:
Final Inspection:
FPContractor:
JGTATE FIRE PROTECTION SYSTEMS
INC-INACTIVE
13771 DANIELSON ST, U STE I
P0 WAY, CA 92064-6896
(858) 486-0900
FEE AMOUNT
FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00
FIRE NFPA 13 System> 100 heads (includes 1 riser)$724.00
Total Fees: $1,556.00 Total Payments To Date: $1,556.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
Ffci.o(6 005G.
Hydraulic Calculations
For
Raceway Lot 16
3248 Lionshead Ave.
Carlsbad, CA
Submitted By:
J.G. Tate Fire Protection Systems Inc.
13771 Danielson St. Suite F
Poway, CA 92064
FIRE FLOW ANALYSIS FOR:
Carlsbad Raceway Lot 16
Fire Main
SDP 16-02
Prepared For:
Badiee Development
Prepared By:
U.
No. 45629
Robert Dentino
ENGINEERING
LAND PLANNING ENGINEERING SURVEYING
440 STATE PLACE, ESCONDIDO, CA 92029
PH (760)745.8118 FX (760)745.1890
Excel Reference No.: 15-064
Date: July 6, 2016
FILE COPY
PURPOSE/PROJECT DESCRIPTION
This water system analysis was conducted to check the capacities of the proposed on site
private underground fire distribution system that will serve the proposed 53,500 square foot
(SF) commercial building. The proposed underground fire system has been designed to support
a high bay warehouse. The proposed private fire main will consist of a 8" Polyvinyl chloride
(PVC) fire main that will service 3-6" hydrants, along with the sprinkler system in the proposed
building.
CRITERIA AND METHODOLOGY
The modeling of the onsite fire service lines was completed using the EPANET 2.0 program
(EPANET). Usage of the underground fire plans by excel engineering provided the scaled
distances for the project. The schematic used in EPANET can be found on Attachment 1.
Available Pressures in the Street
A water availability form for the project was provided by the Carlsbad Fire Department. This
form lists the available flow capacity of the existing pipeline in Lionshead Avenue. This form is
included in Attachement 4 of this report.
Head Loss Across Fittings
Minor loses encountered in the Ductile Iron Pipe (DIP) fittings along the pipelines were
neglected in the model (i.e. elbows, tees, etc.); The head loss (HI) across the backflow,
apparatus was addressed and modeled using the method described below.
The Ames double check detector assembly (DCDA) was modeled as a general purpose valve
(GPV) in series with a check valve. The HI curve can be found on the specification sheet for the
Watts DCDA on Attachment 2. This information was used to develop Figure 1 below, which
displays the HL curve created for usage in EPANET to model the flow within the system.
Additional information for the proposed backflow device can be found on Attachment 2.
ZT 1__ y
Curve ID Decrptôri
- IF -
Fm es 8'DCDA
--
Cum Type I.qunor.
1EADLOSS I
Flow H eadfass I
0 4.9
250 111 / I
500 9.5 (
73 9.2
1000 9.2
0 E 1.O0 1 2W0
1250 7.4
Fig. 2: HL Curve for the 8" AMES DCDA
Roughness Coefficients
A Hazen-Williams roughness coefficient value of 150 was used for the PVC pipes in the system.
Modeled Demand Flows
To ensure the onsite hydraulics can supply adequate flow to the system during a fire event,
Excel Engineering tested the main scenario. With the fire flow system criteria provided in the
NFPA guidelines, the following test scenario was conducted:
Scenario 1— For this scenario, a demand of 1,500 gpm was supplied to the buildings fire
sprinkler system.
CALCULATONS AND CONCLUSIONS
This performed analysis confirms that the underground tire distribution system will be adequate
to provide fire flows to the site for the scenario in accordance with the following requirements:
Minimum residual pressure for the project shall be 20 pounds per square inch (psi)
during fire flow demand.
Pipe velocities shall not exceed 10 feet per second (fps).
The velocity and pressure requirements were met for this project.
For this scenario, the highest velocity found in the system was in multiple pipes.
This velocity was recorded as 9.57 fps. See Attachment 3.
Minimum Pressure -For this scenario, the minimum pressure in the system is
found in Junction 7. The recorded pressure was 115.04 psi. See Attachment 3.
Attachment I Site Schematic
EPANET Node/Link Map
15-064 Carlsbad Raceway Lot 16 Fire tine
HYDRANT JUNC 6
PIPE/LINK 5 PIPE/LINK 6
FIRE SPRINKLER
SERVICE
CONNECTION JUNC
7
\ \ PIPE/LINK 8
HYDRANT JUNC 5
HYDRANT JUNC 8
PIPE/LINK 4
JUNC 4 N
9
IPE/LINK 3
CONNECTION TO
PUBLIC LINE JUNC 1 DCDA JUNC 2 TO 3
PIPE/LINK 1
Attachment 2 - Backflow Device Manufacturer's Info
4
ES-A-3000SS
%arioQ 'uinnsc A M E S
flniihle Cheek Defector Assemblies
Sizes: 211211 - 1211 (65 - 300mm)
Series 3000SS Double Check DetectorAssemblies are designed for use in accordance with
water utility non-health hazard containment requirements. It is mandatory to prevent the
reverseftowoffireprotectionsystemsubstances, i.e.,glycerinwetting agents, stagnantwater
and water of non-potable quality from being pumped or siphoned into the potable water
supply.
Specifications
A Double Check Detector Assembly shall be installed on fire protection systems when
connected to a drinking water supply. Degree of hazard present is determined by the
local authority having jurisdiction. The main valve body shall be manufactured from
300 Series stainless steel to provide corrosion resistance, 100% lead free through the
waterway. The double check detector assembly consists of two independently operat-
ing, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and
bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a
double check including shutoff valves and required test cocks. Each cam-check shall
be internally loaded and provide a positive drip tight closure against reverse flow.
Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a
replaceable seat. There shall be no brass or bronze parts used within the cam-check
valve assembly. The check valve seats shall be of molded thermoplastic construction.
The use of seat screws as a retention method is prohibited. All internal parts shall be
accessible through a single cover on the valve assembly. The valve cover shall be held
in place through the use of a single grooved style two-bolt coupling. The bypass line
shall be hydraulically sized to accurately measure low flow. The bypass line shall con-
sist of a meter, a small diameter double check assembly with test cocks and isolation
valves. The bypass line double check valve shall have two independently operating
modular poppet check valves, and top mounted test cocks. The assembly shall be an
Ames 3000SS.
Materials
All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel,
Check assembly: Noryle Flange dimension in accordance with AWWA Class D.
NoryP Is a registered trademark of General Electric Company.
It is illegal to use this product in any plumbing system providing
water for human consumption, such as drinking or dishwashing,
in the United States. Before installing standard material product,
consult your local water authority, building and plumbing codes.
Contractor
Approval
Contractor's P.O. No.
Representative
Features
Cam-Check Assembly valve provides
low head loss
Short lay length is ideally suited for ret-
rofit installations
a Stainless Steel body is half the weight
of competitive designs reducing installa-
tion and shipping cost
Stainless steel construction provides
long term corrosion protection and
maximum strength
Single top access cover with two-bolt
grooved style coupling for ease of main-
tenance
No special tools required for servicing
Compact construction allows for smaller
vaults and enclosures
Furnished with %" x 3/4" bronze meter
(gpm or cfm)
Detects underground leaks and
unauthorized water use
Maybe installed horizontal or vertical
"flow up" position
Available Models
Suffix:
LG - less shutoff valves
OSY - UL/FM outside stem and yoke resil-
ient seated gate valves
OSY FxG - flanged inlet gate connection and
grooved outlet gate connection
OSY GxF - grooved inlet gate connection and
flanged outlet gate connection
OSY GxG - grooved inlet gate connection and
grooved outlet gate connection
CFM cubic feet per minute
GPM - gallons per minute meter
Post Indicator plate and operating nut
available - consult factory
*The wetted surface of this product contacted
by consumable water contains less than
0.25% of lead by weight.
Job Name
Job Location
Engineer -
Approval _
Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service.
Ames resetves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and
modifications on Ames products previously or subsequently sold. amesfirewater.com
Pressure - Temperature
Temperature Range: 33°F - 110°F (0.5°C - 43°C)
Maximum Working Pressure: 175psi (12 bar)
Capacity
Flowcurvesastested byUnderwriters Laboratory perUL 1469,1996.'
Rated flow UL Tested
* ** Ia pi 21/211 (65mm)
iJ . •• i •
U_
_____. ._. u____•
i-i t
_r
(Open)
.0. 0
1-' I P
Standards
ASSE 1048, AWWA C510-92, GSA B64.5, UL 1469
Approvals
UL Classified (OSY only), FM (sizes 21/2 - 10', OSY only) WA
APPMHd G <~>
I11i'
I ff••••i i•
4 I•I I ______I
A.
1_[fr24ifl
• •• i •••••i U.. I
I lill Oil 1114 1 1
II II
------ i
I.
_________ 1I14M( llatlldlitli
in. mm In,
A
mm in.
C (0S
mm in.
0
mm in. aim
L
In. mm
P
M. mm
a/Gates
lb. kg.
wla Gates
lb. kg.
21h 65 37 965 16/e 416 31/i 89 10 250 22 559 121/2 318 155 70 68 31
3 80 38 965 18t8 479 33/4 95 10 250 22 559 13 330 230 104 70 32
4 100 40 1016 22/4 578 41h 114 10 250 22 559 141/i 368 240 109 73 33
6 150 431/2 1232 301/i 765 5'/2 140 15 381 271/i 699 151/2 394 390 177 120 54
8 200 52/2 1334 373/4 959 6/4 171 15 381 29112 749 181/2 44 572 259-1-1N 82
10 250 551/2 1410 1 453/4 1162 1 8 200 15 381 1 291/2 749 1 191/2 495 1 774 351 1 190 86
12 300 571/2 1461 1 531/8 1349 1 91/2 241 1 15 381 1 291/i 749 1 21 533 1 1044 474 1 220 100
A _ AM E S . I19001-20O8
FIRE 8c WATER WORKS amesflrewater. corn "-.--'- I CERTIFIED
A Watts Water Technologies Company USA Backfiow- Tel: (916) 928-0123 • Fax: (916) 928-9333
Control Valves- Tel: (713) 943-0688 • Fax: (713) 944-9445
Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068
Latin America: Tel: (52) 81-1001-8600
ES-A-3000SS 1410 0 2014 Ames Fire & Waterworks
Attachment 3 - EPANET Analysis Result Summary Tables
Network Table - Nodes
Node ID
Elevation
ft
Demand I
GPM
Head
ft
Pressure
psi
Junc 1 398.70 0.00 682.70 123.06
Junc2 401.22 0.00 681.93 121.63
junc 3 40122. 0.00 671 53 118.42
Junc4 402.65 0.00 67161 117.41
Junc5 403.78 0.00 671.82 116.14
Junc 6 403.58 0.00 669.72 115.32
Junc7 403.33 1500.00 668.83 115.04
Junc 8 403.20 0.00 669.794 115.51
Resvr 9 398.70 -1500.00 398.70 0.00
EPANET2 Page 1 :
Network Table - Links
Link ID
Length
ft
Diameter
in
Roughness Flow
GPM
Velocity
fps
Pipe 1 26 8 150 1500.00 9.57
Pipe 3 31 8 150 1500.00 9.57
Pipe 289 8 150 643.49 4.11
Pipe 5 338 8 150 643.49 4.11
Pipe 6 144 8 150 643.49 4.11
Pipe 8 91 8 150 856.51 5.47
Pipe 9 363 8 150 856.51 5.47
Pump 7 - #N/A #N/A #N/A 1500.00 0.00
Valve 2 #N/A 8 #N/A 1500.00 9.57
EPA NET2 Page 1
Attachment 4 - Water Availability Form
CARLSBAD FIRE DEPARTMENT
Fire Prevention Division
1635 Faraday Avenue - Carlsbad, CA 92008
760.602.4665
WATER AVAILABILITY FORM
SECTION A: TO BE COMPLETED BY CUSTOMER
PROJECT NAME: Lionshead SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: Lionshead Lot 16 CITY: Carlsbad
PHONE: (760)745-8118 x231 (Excel Engineering) FAX NUMBER: (760)
Largest Building (ft.2): Sprinkled? Construction Type:
SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD.
Water Purveyor: City of Carlsbad
Location of test (reference map required): Lionshead Ave
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 127 PSI Hydrant Number (if applicable): H61654
Elevation of test: 406 Feet Date/Time of Test':
Pitot Tube Reading: PSI Corresponding Flow: GPM
Total Flow: 8,000 GPM Residual Pressure 106 PSI
At peak demand , this water system is capable of providing a fire flow discharge @ 20 psi greater than 8,000 gpm.
1Test to be performed as close as possible to the time the most conservative flows and pressures are expected.
Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer
modeling), fill out the information above as applicable and check here:
I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on-site
observation certify that the above information is correct.
Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606
Signature:______________________________________ ji
Title/Org: Rroi.ectManager Date: 06/30/2016
Lionshead Lot 16 Fire Flow Availability
80 L
8. Cal
8.- 98" FJ
GREY MVV.Kr-T
-
- 36°
OV
Lj
Prepared By: Jennifer R. Mael, P.E. - MCS Date; Thursday, June 30, 2016
- - - Fire Protection b,, Computer Design
JG TATE FIRE PROTECTION
13771 Danielson Street
Suite F
Poway, CA 92064
858 486-0900
Job Name : N16108-Roof System 1 Area 1 (ESFR)
Building : FP-3
Location : 3248 Lionshead Ave., Carlsbad, CA 92010
System : 1
Contract : N16-108
Data File N16108-Roof System 1 Area 1 (ESFR).WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
JG TATE FIRE PROTECTION Page
N16108-Roof System I Area 1 (ESFR) Date
HYDRAULIC CALCULATIONS
for
Project name: Raceway Lot 16
Location: 3248 Lionshead Ave., Carlsbad, CA 92010
Drawing no: FP-3
Date: 1-23-17
Design
Remote area number: I
Remote area location: System 1 West Side
Occupancy classification: Storage (Spec. Building)
Density: - Gpm/SqFt
Area of application: 12 HEADS - SqFt
Coverage per sprinkler: 80 - Sq Ft
Type of sprinklers calculated: Reliable Model N25 ESFR SSP SIN RA2916
No. of sprinklers calculated: 12
In-rack demand: 0 - GPM
Hose streams: 500 - GPM
Total water required (including hose streams): 1866.1 -GPM @ 110.1 - Psi
Type of system: Wet Pipe
Volume of dry or preaction system: -Gal
Water supply information
Date: 06-30-2016
Location: Lionsheads Ave
Source: Carlsbad Fire Dept.
Name of contractor: JIG Tate Fire Protection
Address: 13771 Danielson St. Suite F, Poway, CA 92064
Phone number: 858 486-0900
Name of designer: Rick Larsen
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Water Supply Curve C
JG TATE FIRE PROTECTION Page 2
N16108-Roof System 1 Area 1 (ESFR) Date
City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 13.075
C2 - Residual Pressure: 106 D2 - System Flow :1366.1
C2 - Residual Flow : 8000 D2 - System Pressure :110.071
Hose ( Demand) :500
D3 - System Demand :1866.1
Safety Margin : 15.508
150
140
130
2
P 120
R°
E10°
90
580
U70
R6°
E5°
40
30
20
--94-- 10
I I I I I I I
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW (NA 1.85)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Fittings Used Summary
JG TATE FIRE PROTECTION Page 3
N16108-Roof System 1 Area 1 (ESFR) Date
Fitting Legend
Abbrev. Name 1/2 11/4 1% 2 21/2 3 31,4 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Unit Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.52.1
Presure I Flow Summary - STANDARD
JG TATE FIRE PROTECTION Page 4
N16108-Roof System 1 Area 1 (ESFR) Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
1 30.85 55.93 na
2 30.85 56.04 na
3 30.85 56.15 na
4 30.85 56.26 na
5 30.85 56.37 na
6 30.85 57.48 na
7 29.08 58.46 na
8 29.29 58.54 na
9 29.5 58.63 na
10 29.71 58.74 na
11 29.91 58.88 na
12 30.12 59.03 na
13 30.33 59.21 na
14 30.54 61.94 na
15 30.54 62.26 na
16 30.33 62.72 na
17 30.12 63.22 na
18 29.91 63.76 na
19 29.87 63.88 na
20 29.87 68.4 na
TORi 27.06 75.97 na
BOR1 1.79 87.47 na
BOR2 2.0 88.28 na
UGA 0.0 89.82 na
UG1 -3.0 91.57 na
UG2 -3.0 94.8 na
UG3 -3.0 96.9 na
UG4 -3.0 99.22 na
BF1 -3.0 100.84 na
BF2 -3.0 108.04 na
TEST 0.0 110.07 na
HOSE -3.0 95.11 na 500.0
21 30.85 55.82 na
22 30.85 55.71 na
23 30.85 55.6 na
24 30.85 55.49 na
25 30.85 54.59 na
26 29.02 55.17 na
27 29.23 55.19 na
28 29.44 55.2 na
29 29.65 55.19 na
30 29.85 55.18 na
31 30.06 55.15 na
32 30.27 55.11 na
33 30.48 55.06 na
34 30.48 55.08 na
35 30.27 55.19 na
36 30.06 55.29 na
37 29.85 55.38 na
38 31.69 55.18 na
39 31.69 62.39 na
40 28.77 55.16 na
41 28.52 55.15 na
42 28.28 55.2 na
43 28.05 55.29 na
44 29.88 49.5 na
45 28.9 26.24 na
46 29.05 23.59 na
47 29.21 25.2 20.93 na 115.3 0.3 80 20.0
48 29.36 25.2 20.15 na 113.13 0.3 80 20.0
49 29.52 25.2 20.08 na 112.93 0.3 80 20.0
50 29.67 25.2 20.68 na 114.61 0.3 80 20.0
Computer Programs by Hydratec Inc. Revision: 50.52.1
Flow Summary - Standard
JIG TATE FIRE PROTECTION Page 5
N16108-Roof System 1 Area 1 (ESFR) Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
51 29.82 23.1 na
52 29.98 25.51 na
53 29.97 27.99 na
54 29.46 53.43 na
55 27.69 58.97 na
56 28.05 58.82 na
57 28.4 58.68 na
58 28.76 58.56 na
59 30.11 49.43 na
60 29.41 26.1 na
61 29.52 23.48 na
62 29.63 25.2 20.85 na 115.07 0.3 80 20.0
63 29.74 25.2 20.09 na 112.94 0.3 80 20.0
64 29.85 25.2 20.04 na 112.81 0.3 80 20.0
65 29.97 25.2 20.65 na 114.52 0.3 80 20.0
66 30.08 23.08 na
67 30.19 25.5 na
68 30.18 27.98 na
69 29.81 53.29 na
70 30.35 49.38 na
71 29.92 25.98 na
72 29.99 23.37 na
73 30.06 25.2 20.77 na 114.85 0.3 80 20.0
74 30.12 25.2 20.03 na 112.78 0.3 80 20.0
75 30.19 25.2 20.0 na 112.7 0.3 80 20.0
76 30.26 25.2 20.63 na 114.46 0.3 80 20.0
77 30.33 23.07 na
78 30.4 25.5 na
79 30.4 27.97 na
81 30.17 53.16 na
82 30.6 54.57 na
83 30.43 55.65 na
84 30.46 55.74 na
85 30.48 55.84 na
86 30.51 55.94 na
87 30.54 56.03 na
88 30.56 56.13 na
89 30.59 56.23 na
90 30.62 56.33 na
91 30.62 56.43 na
92 30.53 57.58 na
93 31.06 54.61 na
94 31.06 56.46 na
95 31.06 57.56 na
96 31.27 54.62 na
97 31.27 57.65 na
98 31.48 54.62 na
99 31.48 57.76 na
100 31.69 54.61 na
101 31.69 57.88 na
102 31.9 54.6 na
103 31.9 58.02 na
104 32.1 54.57 na
105 32.1 58.19 na
106 32.31 54.76 na
107 32.31 60.69 na
108 32.31 54.8 na
109 32.31 60.99 na
110 32.1 54.93 na
111 32.1 61.42 na
112 31.9 55.06 na
113 31.9 61.88 na
Computer Programs by Hydratec Inc. Revision: 50.52.1
Flow,Summary - Standard
JG TATE FIRE PROTECTION Page 6
N16108-Roof System I Area 1 (ESFR) Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea
The maximum velocity is 19.4 and it occurs in the pipe between nodes 43 and 44
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams - 2007
JIG TATE FIRE PROTECTION Page 7
N16108-Roof System I Area 1 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 41.78 2.203 0.0 8.000 55.928
to 120.0 0.0 0.0 0.0
2 41.78 0.0138 0.0 8.000 0.110 Vet = 3.52
2 0.0 2.203 0.0 8.000 56.038
to 120.0 0.0 0.0 0.0
3 41.78 0.0136 0.0 8.000 0.109 Vet = 3.52
3 0.0 2.203 0.0 8.000 56.147
to 120.0 0.0 0.0 0.0
4 41.78 0.0138 0.0 8.000 0.110 Vet = 3.52
4 0.0 2.203 0.0 8.000 56.257
to 120.0 0.0 0.0 0.0
5 41.78 0.0138 0.0 8.000 0.110 Vet = 3.52
5 0.0 2.203 T 13.639 67.750 56.367
to 120.0 0.0 13.639 0.0
6 41.78 0.0137 0.0 81.389 1.115 Vet = 3.52
6 0.0 2.203 T .13.639 1.770 57.482
to 120.0 0.0 13.639 0.767
7 41.78 0.0137 0.0 15.409 0.211 Vet = 3.52
7 717.01 6.357 0.0 9.980 58.460
to 120.0 0.0 0.0 -0.091
8 758.79 0.0167 0.0 9.980 0.167 Vet = 7.67
8 41.42 6.357 0.0 10.000 58.536
to 120.0 0.0 0.0 -0.091
9 800.21 0.0186 0.0 10.000 0.186 Vet = 8.09
9 42.01 6.357 0.0 10.000 58.631
to 120.0 0.0 0.0 -0.091
10 842.22 0.0203 0.0 10.000 0.203 Vet = 8.51
10 42.78 6.357 0.0 10.000 58.743
to 120.0 0.0 0.0 -0.087
11 885.0 0.0224 0.0 10.000 0.224 Vet = 8.95
11 43.74 6.357 0.0 10.000 58.880
to 120.0 0.0 0.0 -0.091
12 928.74 0.0244 0.0 10.000 0.244 Vet = 9.39
12 44.90 6.357 0.0 10.000 59.033
to 120.0 0.0 0.0 -0.091
13 973.64 0.0266 0.0 10.000 0.266 Vet = 9.84
13 46.23 6.357 T 37.72 42.010 59.208
to 120.0 E 17.603 55.323 -0.091
14 1019.87 0.0290 0.0 97.333 2.825 Vet = 10.31
14 65.79 6.357 0.0 9.930 61.942
to 120.0 0.0 0.0 0.0
15 1085.66 0.0325 0.0 9.930 0.323 Vet = 10.97
15 67.30 6.357 0.0 10.000 62.265
to 120.0 0.0 0.0 0.091
16 1152.96 0.0364 0.0 10.000 0.364 Vet = 11.65
16 69.04 6.357 0.0 10.000 62.720
to 120.0 0.0 0.0 0.091
17 1222.0 0.0405 0.0 10.000 0.405 Vet = 12.35
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 8
N16108-Roof System I Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
17 70.99 6.357 0.0 10.000 63.216
to 120.0 0.0 0.0 0.091
18 1292.99 0.0450 0.0 10.000 0.450 Vel = 13.07
18 73.11 6.357 0.0 2.030 63.757
to 120.0 0.0 0.0 0.017
19 1366.1 0.0502 0.0 2.030 0.102 Vel = 13.81
19 0.0 6.357 2E 35.205 55.500 63.876
to 120.0 0.0 35.205 0.0
20 1366.1 0.0498 0.0 90.705 4.519 Vel = 13.81
20 0.0 6.357 2E 35.205 92.480 68.395
to 120.0 0.0 35.205 1.217
TORi 1366.1 0.0498 0.0 127.685 6.362 Vel = 13.81
TORi 0.0 8.249 B 14.094 25.260 75.974
to 120.0 0.0 14.094 10.944
BORI 1366.1 0.0140 0.0 39.354 0.552 Vel = 8.20
BOR1 0.0 8.249 E 21.141 2.000 87.470
to 120.0 T 41.108 62.249 -0.091
BOR2 1366.1 0.0140 0.0 64.249 0.900 Vel = 8.20
BOR2 0.0 8.249 2E 42.282 6.000 88.279
to 120.0 0.0 42.282 0.866
UGA 1366.1 0.0140 0.0 48.282 0.677 Vel = 8.20
UGA 0.0 8.27 E 28.468 15.000 89.822
to 140.0 0.0 28.468 1.299
UG1 1366.1 0.0104 0.0 43.468 0.452 Vel = 8.16
UG1 0.0 7.68 3E 59.557 64.160 91.573
to 140.0 T 38.602 152.202 0.0
UG2 1366.1 0.0149 G 4.412 216.362 3.228 Vel = 9.46
S 49.631
UG2 -612.86 7.68 4E 79.41 344.510 94.801
to 140.0 0.0 79.410 0.0
UG3 753.24 0.0050 0.0 423.920 2.103 Vel = 5.22
UG3 0.0 7.68 2E 39.705 426.880 96.904
to 140.0 0.0 39.705 0.0
UG4 753.24 0.0050 0.0 466.585 2.314 Vel = 5.22
UG4 1112.86 7.68 T 38.602 22.500 99.218
to 140.0 0.0 38.602 0.0
BF1 1866.1 0.0266 0.0 61.102 1.623 Vel = 12.92
BF1 0.0 7.68 1 38.602 16.000 100.841
to 140.0 3E 59.557 98.159 4.166 * Fixed Loss = 4.166
BF2 1866.1 0.0266 Zaf 0.0 114.159 3.032 Vel= 12.92
BF2 0.0 7.68 2E 39.705 85.680 108.039
to 140.0 0.0 39.705 -1.299
TEST 1866.1 0.0266 0.0 125.385 3.331 Vel = 12.92
0.0
1866.10 110.071 KFactor = 177.87
UG2 612.87 7.68 0.0 90.620 94.801
to 140.0 0.0 0.0 0.0
HOSE 612.87 0.0034 0.0 90.620 0.307 Vel = 4.24
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 9
N16108-Roof System I Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C', or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
HOSE 500.00 7.68 2E 39.705 362.790 95.108 Qa = 500
to 140.0 0.0 39.705 0.0
UG4 1112.87 0.0102 0.0 402.495 4.110 Vet = 7.71
0.0
1112.87 99.218 K Factor = 111.72
1 -41.78 2.203 0.0 8.000 55.928
to 120.0 0.0 0.0 0.0
21 -41.78 -0.0138 0.0 8.000 -0.110 Vel = 3.52
21 0.0 2.203 0.0 8.000 55.818
to 120.0 0.0 0.0 0.0
22 -41.78 -0.0136 0.0 8.000 -0.109 Vel = 3.52
22 0.0 2.203 0.0 8.000 55.709
to 120.0 0.0 0.0 0.0
23 -41.78 -0.0138 0.0 8.000 -0.110 Vel = 3.52
23 0.0 2.203 0.0 8.000 55.599
to 120.0 0.0 0.0 0.0
24 -41.78 -0.0136 0.0 8.000 -0.109 Vel = 3.52
24 0.0 2.203 1 13.639 51.750 55.490
to 120.0 0.0 13.639 0.0
25 -41.78 -0.0137 0.0 65.389 -0.897 Vel = 3.52
25 0.0 2.203 1 13.639 1.830 54.593
to 120.0 0.0 13.639 0.793
26 -41.78 -0.0137 0.0 15.469 -0.212 Vel = 3.52
26 649.09 6.357 0.0 9.990 55.174
to 120.0 0.0 0.0 -0.091
27 607.31 0.0111 0.0 9.990 0.111 Vel = 6.14
27 -41.42 6.357 0.0 10.000 55.194
to 120.0 0.0 0.0 -0.091
28 565.89 0.0098 0.0 10.000 0.098 Vel = 5.72
28 -42.00 6.357 0.0 10.000 55.201
to 120.0 0.0 0.0 -0.091
29 523.89 0.0084 0.0 10.000 0.084 Vet = 5.30
29 -42.78 6.357 0.0 10.000 55.194
to 120.0 0.0 0.0 -0.087
30 481.11 0.0073 0.0 10.000 0.073 Vet = 4.86
30 -43.75 6.357 0.0 10.000 55.180
to 120.0 0.0 0.0 -0.091 31 437.36 0.0061 0.0 10.000 0.061 Vet = 4.42
31 -44.90 6.357 0.0 10.000 55.150
to 120.0 0.0 0.0 -0.091
32 392.46 0.0049 0.0 10.000 0.049 Vet = 3.97
32 -46.22 6.357 0.0 10.000 55.108
to 120.0 0.0 0.0 -0.091
33 346.24 0.0040 0.0 10.000 0.040 Vet = 3.50
33 -65.79 6.357 0.0 9.920 55.057
to 120.0 0.0 0.0 0.0
34 280.45 0.0026 0.0 9.920 0.026 Vet = 2.83
34 -67.31 6.357 0.0 10.000 55.083
to 120.0 0.0 0.0 0.091
35 213.14 0.0016 0.0 10.000 0.016 Vet = 2.15
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 10
N16108-Roof System I Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
35 -69.04 6.357 0.0 10.000 55.190
to 120.0 0.0 0.0 0.091
36 144.1 0.0008 0.0 10.000 0.008 Vel = 1.46
36 -70.98 6.357 0.0 10.000 55.289
to 120.0 0.0 0.0 0.091
37 73.12 0.0002 0.0 10.000 0.002 Vel = 0.74
37 0.0 2.203 T 13.639 1.830 55.382
to 120.0 0.0 13.639 -0.797
38 73.12 0.0386 0.0 15.469 0.597 Vel = 6.15
38 0.0 2.203 21 27.277 159.490 55.182
to 120.0 0.0 27.277 0.0
39 73.12 0.0386 0.0 186.767 7.210 Vel = 6.15
39 0.0 2.203 T 13.639 1.770 62.392
to 120.0 0.0 13.639 0.771
18 73.12 0.0385 0.0 15.409 0.594 Vel = 6.15
0.0
73.12 63.757 K Factor = 9.16
26 -649.09 6.357 0.0 9.990 55.174
to 120.0 0.0 0.0 0.108
40 -649.09 -0.0125 0.0 9.990 -0.125 Vel = 6.56
40 -41.60 6.357 0.0 8.000 55.157
to 120.0 0.0 0.0 0.108
41 -690.69 -0.0141 0.0 8.000 -0.113 Vel = 6.98
41 229.97 6.357 0.0 8.010 55.152
to 120.0 0.0 0.0 0.104
42 -460.72 -0.0067 0.0 8.010 -0.054 Vel = 4.66
42 230.20 6.357 0.0 8.000 55.202
to 120.0 0.0 0.0 0.100
43 -230.52 -0.0019 0.0 8.000 -0.015 Vel = 2.33
43 0.0 2.203 T 13.639 1.830 55.287
to 120.0 0.0 13.639 -0.793
44 -230.52 -0.3230 0.0 15.469 -4.996 Vel = 19.40
44 0.0 2.203 T 13.639 59.700 49.498
to 120.0 0.0 13.639 0.424
45 -230.52 -0.3230 0.0 73.339 -23.686 Vel = 19.40
45 0.0 2.203 0.0 8.000 26.236
to 120.0 0.0 0.0 -0.065
46 -230.52 -0.3230 0.0 8.000 -2.584 Vel = 19.40
46 0.0 2.203 0.0 8.000 23.587
to 120.0 0.0 0.0 -0.069
47 -230.52 -0.3230 0.0 8.000 -2.584 Vel = 19.40
47 115.30 2.203 0.0 8.000 20.934 K Factor = 25.20
to 120.0 0.0 0.0 -0.065
48 -115.22 -0.0895 0.0 8.000 -0.716 Vel = 9.70
48 113.13 2.203 0.0 8.000 20.153 K Factor = 25.20
to 120.0 0.0 0.0 -0.069
49 -2.09 -0.0001 0.0 8.000 -0.001 Vel = 0.18
49 112.93 2.203 0.0 8.000 20.083 K Factor = 25.20
to 120.0 0.0 0.0 -0.065
50 110.84 0.0834 0.0 8.000 0.667 Vel = 9.33
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 11
N16108-Roof System I Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
50 114.61 2.203 0.0 8.000 20.685 K Factor = 25.20
to 120.0 0.0 0.0 -0.065
51 225.45 0.3100 0.0 8.000 2.480 Vel = 18.98
51 0.0 2.203 0.0 8.000 23.100
to 120.0 0.0 0.0 -0.069
52 225.45 0.3099 0.0 8.000 2.479 Vel = 18.98
52 0.0 2.203 0.0 8.000 25.510
to 120.0 0.0 0.0 0.004
53 225.45 0.3100 0.0 8.000 2.480 Vel = 18.98
53 0.0 2.203 T 13.639 67.700 27.994
to 120.0 0.0 13.639 0.221
54 225.45 0.3100 0.0 81.339 25.213 Vel = 18.98
54 0.0 2.203 T 13.639 1.770 53.428
to 120.0 0.0 13.639 0.767
55 225.45 0.3099 0.0 15.409 4.775 Vel = 18.98
55 0.0 8.249 0.0 8.010 58.970
to 120.0 0.0 0.0 -0.156
56 225.45 0.0006 0.0 8.010 0.005 VeI= 1.35
56 225.14 8.249 0.0 8.010 58.819
to 120.0 0.0 0.0 -0.152
57 450.59 0.0017 0.0 8.010 0.014 Vel = 2.71
57 224.82 8.249 0.0 8.010 58.681
to 120.0 0.0 0.0 -0.156
58 675.41 0.0039 0.0 8.010 0.031 Vel = 4.05
58 41.61 8.249 0.0 9.980 58.556
to 120.0 0.0 0.0 -0.139
7 717.02 0.0043 0.0 9.980 0.043 Vel = 4.30
0.0
717.02 58.460 K Factor = 93.78
42 -230.20 2.203 T 13.639 1.830 55.202
to 120.0 0.0 13.639 -0.793
59 -230.2 -0.3221 0.0 15.469 -4.983 Vel = 19.38
59 0.0 2.203 T 13.639 59.710 49.426
to 120.0 0.0 13.639 0.303
60 -230.2 -0.3221 0.0 73.349 -23.629 Vel = 19.38
60 0.0 2.203 0.0 8.000 26.100
to 120.0 0.0 0.0 -0.048
61 -230.2 -0.3221 0.0 8.000 -2.577 Vel = 19.38
61 0.0 2.203 0.0 8.000 23.475
to 120.0 0.0 0.0 -0.048
62 -230.2 -0.3221 0.0 8.000 -2.577 Vel = 19.38
62 115.07 2.203 0.0 8.000 20.850 K Factor = 25.20
to 120.0 0.0 0.0 -0.048
63 -115.13 -0.0894 0.0 8.000 -0.715 Vel = 9.69
63 112.94 2.203 0.0 8.000 20.087 K Factor = 25.20
to 120.0 0.0 0.0 -0.048
64 -2.19 0.0 0.0 8.000 0.0 Vel = 0.18
64 112.81 2.203 0.0 8.000 20.039 K Factor = 25.20
to 120.0 0.0 0.0 -0.052
65 110.62 0.0831 0.0 8.000 0.665 Vel = 9.31
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final ,Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 12
N16108-Roof System 1 Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
65 114.52 2.203 0.0 8.000 20.652 K Factor = 25.20
to 120.0 0.0 0.0 -0.048
66 225.14 0.3091 0.0 8.000 2.473 Vel = 18.95
66 0.0 2.203 0.0 8.000 23.077
to 120.0 0.0 0.0 -0.048
67 225.14 0.3093 0.0 8.000 2.474 Vel = 18.95
67 0.0 2.203 0.0 8.000 25.503
to 120.0 0.0 0.0 0.004
68 225.14 0.3093 0.0 8.000 2.474 Vel = 18.95
68 0.0 2.203 1 13.639 67.710 27.981
to 120.0 0.0 13.639 0.160
69 225.14 0.3092 0.0 81.349 25.151 Vel = 18.95
69 0.0 2.203 T 13.639 1.770 53.292
to 120.0 0.0 13.639 0.762
56 225.14 0.3092 0.0 15.409 4.765 Vel = 18.95
0.0
225.14 58.819 K Factor= 29.36
41 -229.97 2.203 T 13.639 1.830 55.152
to 120.0 0.0 13.639 -0.793
70 -229.97 -0.3215 0.0 15.469 -4.974 Vel = 19.36
70 0.0 2.203 T 13.639 59.730 49.385
to 120.0 0.0 13.639 0.186
71 -229.97 -0.3216 0.0 73.369 -23.593 Vel = 19.36
71 0.0 2.203 0.0 8.000 25.978
to 120.0 0.0 0.0 -0.030
72 -229.97 -0.3216 0.0 8.000 -2.573 Vel = 19.36
72 0.0 2.203 0.0 8.000 23.375
to 120.0 0.0 0.0 -0.030
73 -229.97 -0.3216 0.0 8.000 -2.573 Vel = 19.36
73 114.85 2.203 0.0 8.000 20.772 K Factor = 25.20
to 120.0 0.0 0.0 -0.026
74 -115.12 -0.0894 0.0 8.000 -0.715 Vel = 9.69
74 112.78 2.203 0.0 8.000 20.031 K Factor = 25.20
to 120.0 0.0 0.0 -0.030
75 -2.34 -0.0001 0.0 8.000 -0.001 Vel = 0.20
75 112.70 2.203 0.0 8.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 -0.030
76 110.36 0.0826 0.0 8.000 0.661 Vel = 9.29
76 114.46 2.203 0.0 8.000 20.631 K Factor = 25.20
to 120.0 0.0 0.0 -0.030
77 224.82 0.3084 0.0 8.000 2.467 Vel = 18.92
77 0.0 2.203 0.0 8.000 23.068
to 120.0 0.0 0.0 -0.030
78 224.82 0.3083 0.0 8.000 2.466 Vel = 18.92
78 0.0 2.203 0.0 8.000 25.504
to 120.0 0.0 0.0 0.0
79 224.82 0.3084 0.0 8.000 2.467 Vel = 18.92
79 0.0 2.203 T 13.639 67.730 27.971
to 120.0 0.0 13.639 0.100
81 224.82 0.3084 0.0 81.369 25.092 Vel = 18.92
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 13
N16108-Roof System 1 Area 1 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
81 0.0 2.203 T 13.639 1.770 53.163
to 120.0 0.0 13.639 0.767
57 224.82 0.3083 0.0 15.409 4.751 Vel = 18.92
0.0
224.82 58.681 KFactor= 29.35
40 41.60 2.203 T 13.639 1.830 55.157
to 120.0 0.0 13.639 -0.793
82 41.6 0.0136 0.0 15.469 0.210 Vel = 3.50
82 0.0 2.203 T 13.639 59.730 54.574
to 120.0 0.0 13.639 0.074
83 41.6 0.0136 0.0 73.369 0.998 Vel = 3.50
83 0.0 2.203 0.0 8.000 55.646
to 120.0 0.0 0.0 -0.013
84 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50
84 0.0 2.203 0.0 8.000 55.742
to 120.0 0.0 0.0 -0.009
85 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50
85 0.0 2.203 0.0 8.000 55.842
to 120.0 0.0 0.0 -0.013
86 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50
86 0.0 2.203 0.0 8.000 55.938
to 120.0 0.0 0.0 -0.013
87 41.6 0.0135 0.0 8.000 0.108 Vel = 3.50
87 0.0 2.203 0.0 8.000 56.033
to 120.0 0.0 0.0 -0.009
88 41.6 0.0138 0.0 8.000 0.110 Vel = 3.50
88 0.0 2.203 0.0 8.000 56.134
to 120.0 0.0 0.0 -0.013
89 41.6 0.0135 0.0 8.000 0.108 Vel = 3.50
89 0.0 2.203 0.0 8.000 56.229
to 120.0 0.0 0.0 -0.013
90 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50
90 0.0 2.203 0.0 8.000 56.325
to 120.0 0.0 0.0 0.0
91 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50
91 0.0 2.203 T 13.639 67.740 56.434
to 120.0 0.0 13.639 0.039
92 41.6 0.0136 0.0 81.379 1.107 Vel = 3.50
92 0.0 2.203 T 13.639 1.770 57.580
to 120.0 0.0 13.639 0.767
58 41.6 0.0136 0.0 15.409 0.209 Vel = 3.50
0.0
41.60 58.556 K Factor = 5.44
27 41.42 2.203 1 13.639 1.830 55.194
to 120.0 0.0 13.639 -0.793
93 41.42 0.0135 0.0 15.469 0.209 Vel = 3.49 -
93 0.0 2.203 T 13.639 123.750 54.610
to 120.0 0.0 13.639 0.0
94 41.42 0.0135 0.0 137.389 1.854 Vel = 3.49
Computer Programs by Hydratec Inc. Revision: 50.52.1
FinaICaIcuIations - Hazen-Williams
JG TATE FIRE PROTECTION Page 14
N16108-Roof System I Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
94 0.0 2.203 T 13.639 67.750 56.464
to 120.0 0.0 13.639 0.0
95 41.42 0.0135 0.0 81.389 1.098 Vel = 3.49
95 0.0 2.203 1 13.639 1.770 57.562
to 120.0 0.0 13.639 0.767
8 41.42 0.0134 0.0 15.409 0.207 Vel= 3.49
0.0
41.42 58.536 K Factor = 5.41
28 42.00 2.203 T 13.639 1.830 55.201
to 120.0 0.0 13.639 -0.793
96 42.0 0.0138 0.0 15.469 0.214 Vel = 3.54
96 0.0 2.203 21 27.277 191.490 54.622
to 120.0 0.0 27.277 0.0
97 42.0 0.0138 0.0 218.767 3.029 Vel = 3.54
97 0.0 2.203 T 13.639 1.770 57.651
to 120.0 0.0 13.639 0.767
9 42.0 0.0138 0.0 15.409 0.213 Vel = 3.54
0.0
42.00 58.631 K Factor = 5.49
29 42.78 2.203 T 13.639 1.830 55.194
to 120.0 0.0 13.639 -0.793
98 42.78 0.0144 0.0 15.469 0.222 Vel = 3.60
98 0.0 2.203 21 27.277 191.490 54.623
to 120.0 0.0 27.277 0.0
99 42.78 0.0143 0.0 218.767 3.133 Vel = 3.60
99 0.0 2.203 1 13.639 1.770 57.756
to 120.0 0.0 13.639 0.767
10 42.78 0.0143 0.0 15.409 0.220 Vel = 3.60
0.0
42.78 58.743 K Factor = 5.58
30 43.75 2.203 T 13.639 1.830 55.180
to 120.0 0.0 13.639 -0.797
100 43.75 0.0149 0.0 15.469 0.231 Vel = 3.68
100 0.0 2.203 21 27.277 191.490 54.614
to 120.0 0.0 27.277 0.0
101 43.75 0.0149 0.0 218.767 3.265 Vel = 3.68
101 0.0 2.203 T 13.639 1.770 57.879
to 120.0 0.0 13.639 0.771
11 43.75 0.0149 0.0 15.409 0.230 Vel = 3.68
0.0
43.75 58.880 K Factor = 5.70
31 44.90 2.203 T 13.639 1.830 55.150
to 120.0 0.0 13.639 -0.797
102 44.9 0.0156 0.0 15.469 0.242 Vel = 3.78
102 0.0 2.203 2T 27.277 191.490 54.595
to 120.0 0.0 27.277 0.0
103 44.9 0.0157 0.0 218.767 3.426 Vel = 3.78
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JIG TATE FIRE PROTECTION Page 15
N16108-Roof System I Area I (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
103 0.0 2.203 T 13.639 1.770 58.021
to 120.0 0.0 13.639 0.771
12 44.9 0.0156 0.0 15.409 0.241 Vel = 3.78
0.0
44.90 59.033 K Factor = 5.84
32 46.23 2.203 T 13.639 1.830 55.108
to 120.0 0.0 13.639 -0.793
104 46.23 0.0165 0.0 15.469 0.256 Vel = 3.89
104 0.0 2.203 2T 27.277 191.490 54.571
to 120.0 0.0 27.277 0.0
105 46.23 0.0165 0.0 218.767 3.616 Vel = 3.89
105 0.0 2.203 T 13.639 1.770 58.187
to 120.0 0.0 13.639 0.767 -
13 46.23 0.0165 0.0 15.409 0.254 Vel = 3.89
0.0
46.23 59.208 K Factor = 6.01
33 65.79 2.203 T 13.639 1.830 55.057
to 120.0 0.0 13.639 -0.793
106 65.79 0.0317 0.0 15.469 0.491 Vel = 5.54
106 0.0 2.203 2T 27.277 159.490 54.755
to 120.0 0.0 27.277 0.0
107 65.79 0.0318 0.0 186.767 5.931 Vel = 5.54
107 0.0 2.203 T 13.639 1.770 60.686
to 120.0 0.0 13.639 0.767
14 65.79 0.0317 0.0 15.409 0.489 Vel = 5.54
0.0
65.79 61.942 K Factor = 8.36
34 67.30 2.203 T 13.639 1.830 55.083
to 120.0 0.0 13.639 -0.793
108 67.3 0.0332 0.0 15.469 0.513 Vel = 5.66
108 0.0 2.203 21 27.277 159.490 54.803
to 120.0 0.0 27.277 0.0
109 67.3 0.0331 0.0 186.767 6.185 Vel = 5.66
109 0.0 2.203 T 13.639 1.770 60.988
to 120.0 0.0 13.639 0.767
15 67.3 0.0331 0.0 15.409 0.510 Vel = 5.66
0.0
67.30 62.265 K Factor = 8.53
35 69.04 2.203 1 13.639 1.830 55.190
to 120.0 0.0 13.639 -0.793
110 69.04 0.0347 0.0 15.469 0.537 - Vel = 5.81
110 0.0 2.203 2T 27.277 159.490 54.934
to 120.0 0.0 27.277 0.0
111 69.04 0.0347 0.0 186.767 6.484 Vel = 5.81
111 0.0 2.203 T 13.639 1.770 61.418 .
to 120.0 0.0 13.639 0.767
16 69.04 0.0347 0.0 15.409 0.535 Vel = 5.81
0.0
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final,Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 16
N16108-Roof System I Area 1 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
69.04 62.720 K Factor = 8.72
36 70.98 2.203 1 13.639 1.830 55.289
to 120.0 0.0 13.639 -0.797
112 70.98 0.0365 0.0 15.469 0.565 Vel = 5.97
112 0.0 2.203 21 27.277 159.490 55.057
to 120.0 0.0 27.277 0.0
113 70.98 0.0365 0.0 186.767 6.825 Vel = 5.97
113 0.0 2.203 T 13.639 1.770 61.882
to 120.0 0.0 13.639 0.771
17 70.98 0.0365 0.0 15.409 0.563 Vel = 5.97
0.0
70.98 63.216 K Factor = 8.93
Computer Programs by Hydratec Inc. Revision: 50.52.1
AutoPeaking Summary
JG TATE FIRE PROTECTION Page 17
N16108-Roof System 1 Area I (ESFR) Date
Auto Peaking Summary - List of Pipes for Area Calculated
Left Right
Side Side
From To Length From To Length
53 54 67.700 44 45 59.700
68 69 67.710 59 60 59.710
79 81 67.730 70 71 59.730
53 54 67.700 44 45 59.700
68 69 67.710 59 60 59.710
79 81 67.730 70 71 59.730
Flow Safety
Required Margin
Pressure
Differential
Left 8.000 I 1866.086 15.553 -0.045
Area Calculated I 1866.104 15.508 0.000
Right 8.000 I 1866.277 15.690 -0.182
Typical Distance Between Heads = 8.000
Split Point Used in Worst Area Peaked = 75
Split Point Used in Area Calculated = 75
Computer Programs by Hydratec Inc. Revision: 50.52.1
- - - Fire Protection by Computer Design
JG TATE FIRE PROTECTION
13771 Danielson Street
Suite F
Poway, CA 92064
858 486-0900
Job Name : N16108-Roof System I Area 2 (ESFR)
Building : FP-3
Location : 3248 Lionshead Ave., Carlsbad, CA 92010
System : 2
Contract : N16-108
Data File : N16108-Roof System 1 Area 2 (ESFR).WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
JG TATE FIRE PROTECTION Page
N16108-Roof System 1 Area 2 (ESFR) Date
HYDRAULIC CALCULATIONS
for
Project name: Raceway Lot 16
Location: 3248 Lionshead Ave., Carlsbad, CA 92010
Drawing no: FP-3
Date: 1-23-17
Design
Remote area number: 2
Remote area location: System I Southeast side
Occupancy classification: Storage (Spec. Building)
Density: - GpmlSqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 90 - SqFt
Type of sprinklers calculated: Reliable Model N25 ESFR SSP SIN RA0912
No. of sprinklers calculated: 12
In-rack demand: 0 - GPM
Hose streams: 500 - GPM
Total water required (including hose streams): 1961.9-GPM @ 102.6 - Psi
Type of system: Wet Pipe
Volume of dry or preaction system: - Gal
Water supply information
Date: 06-30-2016
Location: Lionsheads Ave
Source: Carlsbad Fire Dept.
Name of contractor: JG Tate Fire Protection
Address: 13771 Danielson St. Suite F, Poway, CA 92064
Phone number: 858 486-0900
Name of designer: Rick Larsen
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revisioi: 50.52.1
Water Supply Curve C
JIG TATE FIRE PROTECTION Page 2
N16108-Roof System 1 Area 2 (ESFR) Date
City Water Supply: Demand:
Cl - Static Pressure : 127 Dl - Elevation : 13.903
C2 - Residual Pressure: 106 D2 - System Flow :1461.88
C2 - Residual Flow : 8000 D2 - System Pressure :102.555
Hose ( Demand) : 500
D3 - System Demand :1961.88
Safety Margin : 22.886
150
140
130
P 120 - -
- _______________
R 110 - )2 -------_.
E10°
S90 - F
80
-
U70
R6°
E5°
40
30
20
--Dl- 10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW ( N l 1.85)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Fittings Used Summary
JG TATE FIRE PROTECTION Page 3
N16108-Roof System 1 Area 2 (ESFR) Date
Fitting Legend
Abbrev. Name 1/2 % 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Unit Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.52.1
Pressure / Flow Summary - STANDARD
JG TATE FIRE PROTECTION Page 4
N16108-Roof System I Area 2 (ESFR) Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
114 32.1 25.2 20.0 na 112.7 0.3 90 20.0
115 32.1 25.2 20.76 na 114.82 0.3 90 20.0
116 32.1 25.2 23.54 na 122.27 0.3 9 20.0
104 32.1 29.66 na
32 30.27 36.49 na
31 30.06 36.58 na
30 29.85 36.69 na
29 29.65 36.9 na
28 29.44 37.08 na
27 29.23 37.24 na
26 29.02 37.38 na
40 28.77 37.52 na
41 28.52 37.64 na
42 28.28 37.75 na
43 28.05 37.85 na
44 29.88 37.73 na
45 28.9 40.97 na
46 29.05 41.25 na
47 29.21 41.52 na
48 29.36 41.8 na
49 29.52 42.08 na
50 29.67 42.36 na
51 29.82 42.64 na
52 29.98 42.91 na
53 29.97 43.26 na
54 29.46 47.33 na
55 27.69 48.76 na
56 28.05 48.61 na
57 28.4 48.46 na
58 28.76 48.32 na
7 29.08 48.21 na
8 29.29 48.17 na
9 29.5 48.15 na
10 29.71 48.15 na
11 29.91 48.18 na
12 30.12 48.25 na
13 30.33 48.36 na
14 30.54 50.78 na
15 30.54 51.08 na
16 30.33 51.54 na
17 30.12 52.06 na
18 29.91 52.64 na
19 29.87 52.78 na
20 29.87 57.9 na
TORi 27.06 66.33 na
BOR1 1.79 77.9 na
BOR2 2.0 78.83 na
UGA 0.0 80.46 na
UG1 -3.0 82.27 na
UG2 -3.0 85.93 na
UG3 -3.0 88.24 na
UG4 -3.0 90.79 na
BF1 -3.0 92.57 na
BF2 -3.0 100.2 na
TEST 0.0 102.56 na
HOSE -3.0 86.29 na 500.0
117 32.1 25.2 29.56 na 137.01 0.3 90 20.0
118 32.1 30.23 na
119 32.1 30.89 na
120 32.1 31.56 na
121 32.1 32.22 na
105 32.1 46.31 na
Computer Programs by Hydratec Inc. Revision: 50.52.1
Flow Summary - Standard
JG TATE FIRE PROTECTION Page 5
N16108-Roof System 1 Area 2 (ESFR) Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
122 31.69 25.2 20.09 na 112.95 0.3 90 20.0
123 31.69 25.2 20.85 na 115.07 0.3 90 20.0
124 31.69 25.2 23.65 na 122.54 0.3 9 20.0
100 31.69 29.79 na
125 31.69 25.2 29.68 na 137.29 0.3 90 20.0
126 31.69 30.34 na
127 31.69 30.99 na
128 31.69 31.64 na
129 31.69 32.3 na
101 31.69 46.15 na
130 31.9 25.2 20.04 na 112.8 0.3 90 20.0
131 31.9 25.2 20.8 na 114.92 0.3 90 20.0
132 31.9 25.2 23.58 na 122.38 0.3 9 20.0
102 31.9 29.71 na
133 31.9 25.2 29.61 na 137.12 0.3 90 20.0
134 31.9 30.27 na
135 31.9 30.93 na
136 31.9 31.59 na
137 31.9 32.25 na
103 31.9 46.21 na
138 32.31 36.21 na
139 32.31 36.21 na
140 32.31 36.21 na
106 32.31 36.21 na
33 30.48 36.48 na
34 30.48 36.54 na
35 30.27 36.66 na
36 30.06 36.76 na
37 29.85 36.86 na
38 31.69 37.19 na
39 31.69 50.75 na
141 32.31 37.39 na
142 32.31 37.94 na
143 32.31 38.49 na
144 32.31 39.03 na
145 32.31 39.58 na
107 32.31 48.96 na
108 32.31 36.27 na
146 32.31 38.03 na
147 32.31 38.59 na
148 32.31 39.14 na
149 32.31 39.7 na
109 32.31 49.25 na
110 32.1 36.4 na
111 32.1 49.68 na
112 31.9 37.06 na
113 31.9 50.2 na
98 31.48 36.8 na
99 31.48 46.69 na
96 31.27 36.97 na
97 31.27 46.7 na
93 31.06 37.12 na
94 31.06 42.8 na
95 31.06 46.73 na
25 30.85 37.26 na
24 30.85 40.1 na
23 30.85 40.45 na
22 30.85 40.8 na
21 30.85 41.15 na
1 30.85 41.49 na
2 30.85 41.84 na
3 30.85 42.19 na
Computer Programs by Hydratec Inc. Revision: 50.52.1
Flow Summary - Standard
JG TATE FIRE PROTECTION Page 6
N16108-Roof System I Area 2 (ESFR) Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
30.85 42.54 na
30.85 42.89 na
30.85 46.78 na
30.6 37.39 na
30.43 40.3 na
30.46 40.63 na
30.48 40.97 na
30.51 41.3 na
30.54 41.63 na
30.56 41.97 na
30.59 42.3 na
30.62 42.64 na
30.62 42.98 na
30.53 46.89 na
30.35 37.52 na
29.92 40.52 na
29.99 40.84 na
30.06 41.15 na
30.12 41.47 na
30.19 41.79 na
30.26 42.1 na
30.33 42.41 na
30.4 42.73 na
30.4 43.07 na
30.17 47.03 na
30.11 37.63 na
29.41 40.74 na
29.52 41.04 na
29.63 41.34 na
29.74 41.64 na
29.85 41.93 na
29.97 42.23 na
30.08 42.52 na
30.19 42.82 na
30.18 43.17 na
29.81 47.18 na
The maximum velocity is 21.11 and it occurs in the pipe between nodes 100 and 30
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams - 2007
JG TATE FIRE PROTECTION Page 7
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
114 112.70 2.203 0.0 8.830 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
115 112.7 0.0860 0.0 8.830 0.759 Vel = 9.49
115 114.81 2.203 0.0 8.830 20.759 K Factor= 25.20
to 120.0 0.0 0.0 0.0
116 227.51 0.3152 0.0 8.830 2.783 Vel = 19.15
116 122.28 2.705 T 18.718 5.090 23.542 K Factor= 25.20
to 120.0 0.0 18.718 0.0
104 349.79 0.2571 0.0 23.808 6.120 Vel = 19.53
104 26.28 2.705 T 18.718 1.830 29.662
to 120.0 0.0 18.718 0.793
32 376.07 0.2939 0.0 20.548 6.040 Vel = 21.00
32 -505.77 6.357 0.0 10.000 36.495
to 120.0 0.0 0.0 0.091
31 -129.7 -0.0007 0.0 10.000 -0.007 Vel = 1.31
31 377.04 6.357 0.0 10.000 36.579
to 120.0 0.0 0.0 0.091
30 247.34 0.0022 0.0 10.000 0.022 Vel = 2.50
30 378.16 6.357 0.0 10.000 36.692
to 120.0 0.0 0.0 0.087
29 625.5 0.0117 0.0 10.000 0.117 Vel = 6.32
29 -79.61 6.357 0.0 10.000 36.896
to 120.0 0.0 0.0 0.091
28 545.89 0.0091 0.0 10.000 0.091 Vel = 5.52
28 -78.91 6.357 0.0 10.000 37.078
to 120.0 0.0 0.0 0.091
27 466.98 0.0068 0.0 10.000 0.068 Vel = 4.72
27 -78.38 6.357 0.0 9.990 37.237
to 120.0 0.0 0.0 0.091
26 388.6 0.0049 0.0 9.990 0.049 Vel = 3.93
26 -78.01 6.357 0.0 9.990 37.377
to 120.0 0.0 0.0 0.108
40 310.59 0.0032 0.0 9.990 0.032 Vel = 3.14
40 -77.76 6.357 0.0 8.000 37.517
to 120.0 0.0 0.0 0.108
41 232.83 0.0019 0.0 8.000 0.015 Vel = 2.35
41 -77.65 6.357 0.0 8.010 37.640
to 120.0 0.0 0.0 0.104
42 155.18 0.0010 0.0 8.010 0.008 Vel = 1.57
42 -77.60 6.357 0.0 8.000 37.752
to 120.0 0.0 0.0 0.100
43 77.58 0.0001 0.0 8.000 0.001 Vel = 0.78
43 0.0 2.203 T 13.639 1.830 37.853
to 120.0 0.0 13.639 -0.793
44 77.58 0.0431 0.0 15.469 0.667 Vel = 6.53
44 0.0 2.203 T 13.639 51.700 37.727
to 120.0 0.0 13.639 0.424
45 77.58 0.0431 0.0 65.339 2.815 Vel = 6.53
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JGTATE FIRE PROTECTION Page 8
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
45 0.0 2.203 0.0 8.000 40.966
to 120.0 0.0 0.0 -0.065
46 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53
46 0.0 2.203 0.0 8.000 41.246
to 120.0 0.0 0.0 -0.069
47 77.58 0.0430 0.0 8.000 0.344 Vel = 6.53
47 0.0 2.203 0.0 8.000 41.521
to 120.0 0.0 0.0 -0.065
48 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53
48 0.0 2.203 0.0 8.000 41.801
to 120.0 0.0 0.0 -0.069
49 77.58 0.0430 0.0 8.000 0.344 Vel = 6.53
49 0.0 2.203 0.0 8.000 42.076
to 120.0 0.0 0.0 -0.065
50 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53
50 0.0 2.203 0.0 8.000 42.356
to 120.0 0.0 0.0 -0.065
51 77.58 0.0430 0.0 8.000 0.344 Vel = 6.53
51 0.0 2.203 0.0 8.000 42.635
to 120.0 0.0 0.0 -0.069
52 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53
52 0.0 2.203 0.0 8.000 42.911
to 120.0 0.0 0.0 0.004
53 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53
53 0.0 2.203 T 13.639 75.700 43.260
to 120.0 0.0 13.639 0.221
54 77.58 0.0431 0.0 89.339 3.848 Vel = 6.53
54 0.0 2.203 T 13.639 1.770 47.329
to 120.0 0.0 13.639 0.767
55 77.58 0.0431 0.0 15.409 0.664 Vel = 6.53
55 0.0 6.357 0.0 8.010 48.760
to 120.0 0.0 0.0 -0.156
56 77.58 0.0002 0.0 8.010 0.002 Vel = 0.78
56 77.60 6.357 0.0 8.010 48.606
to 120.0 0.0 0.0 -0.152
57 155.18 0.0009 0.0 8.010 0.007 Vel = 1.57
57 77.65 6.357 0.0 8.010 48.461
to 120.0 0.0 0.0 -0.156
58 232.83 0.0019 0.0 8.010 0.015 Vel = 2.35
58 77.76 6.357 0.0 9.980 48.320
to 120.0 0.0 0.0 -0.139
7 310.59 0.0033 0.0 9.980 0.033 Vel = 3.14
7 78.01 6.357 0.0 9.980 48.214
to 120.0 0.0 0.0 -0.091
8 388.6 0.0048 0.0 9.980 0.048 Vel = 3.93
8 78.38 6.357 0.0 10.000 48.171
to 120.0 0.0 0.0 -0.091
9 466.98 0.0069 0.0 10.000 0.069 Vel = 4.72
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 9
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
9 78.91 6.357 0.0 10.000 48.149
to 120.0 0.0 0.0 -0.091
10 545.89 0.0091 0.0 10.000 0.091 Vet = 5.52
10 79.61 6.357 0.0 10.000 48.149
to 120.0 0.0 0.0 -0.087
11 625.5 0.0118 0.0 10.000 0.118 Vet = 6.32
11 109.71 6.357 0.0 10.000 48.180
to 120.0 0.0 0.0 -0.091
12 735.21 0.0159 0.0 10.000 0.159 Vet = 7.43
12 110.17 6.357 0.0 10.000 48.248
to 120.0 0.0 0.0 -0.091
13 845.38 0.0205 0.0 10.000 0.205 Vet = 8.55
13 110.73 6.357 T 37.72 42.010 48.362
to 120.0 E 17.603 55.323 -0.091
14 956.11 0.0257 0.0 97.333 2.506 Vet = 9.66
14 99.51 6.357 0.0 9.930 50.777
to 120.0 0.0 0.0 0.0
15 1055.62 0.0309 0.0 9.930 0.307 Vet = 10.67
15 100.47 6.357 0.0 10.000 51.084
to 120.0 0.0 0.0 0.091
16 1156.09 0.0366 0.0 10.000 0.366 Vet = 11.69
16 101.70 6.357 0.0 10.000 51.541
to 120.0 0.0 0.0 0.091
17 1257.79 0.0427 0.0 10.000 0.427 Vet = 12.71
17 101.18 6.357 0.0 10.000 52.059
to 120.0 0.0 0.0 0.091
18 1358.97 0.0494 0.0 10.000 0.494 Vet = 13.74
18 102.91 6.357 0.0 2.030 52.644
to 120.0 0.0 0.0 0.017
19 1461.88 0.0567 0.0 2.030 0.115 Vet = 14.78
19 0.0 6.357 2E 35.205 55.500 52.776
to 120.0 0.0 35.205 0.0
20 1461.88 0.0565 0.0 90.705 5.123 Vet = 14.78
20 0.0 6.357 2E 35.205 92.480 57.899
to 120.0 0.0 35.205 1.217
TORi 1461.88 0.0565 0.0 127.685 7.212 Vet = 14.78
TORi 0.0 8.249 B 14.094 25.260 66.328
to 120.0 0.0 14.094 10.944
BOR1 1461.88 0.0159 0.0 39.354 0.625 Vet = 8.78
BOR1 0.0 8.249 E 21.141 2.000 77.897
to 120.0 T 41.108 62.249 -0.091
BOR2 1461.88 0.0159 0.0 64.249 1.020 Vet = 8.78
BOR2 0.0 8.249 2E 42.282 6.000 78.826
to 120.0 0.0 42.282 0.866
UGA 1461.88 0.0159 0.0 48.282 0.767 Vet = 8.78
UGA 0.0 8.27 E 28.468 15.000 80.459
to 140.0 0.0 28.468 1.299
UG1 1461.88 0.0118 0.0 43.468 0.513 Vet = 8.73
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 10
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
UG1 0.0 7.68 3E 59.557 64.160 82.271
to 140.0 T 38.602 152.202 0.0
UG2 1461.88 0.0169 G 4.412 216.362 3.659 Vel = 10.12
S 49.631
UG2 -668.69 7.68 4E 79.41 344.510 85.930
to 140.0 0.0 79.410 0.0
UG3 793.19 0.0055 0.0 423.920 2.313 Vel = 5.49
UG3 0.0 7.68 2E 39.705 426.880 88.243
to 140.0 0.0 39.705 0.0
UG4 793.19 0.0055 0.0 466.585 2.547 Vel = 5.49
UG4 1168.69 7.68 T 38.602 22.500 90.790
to 140.0 0.0 38.602 0.0
BF1 1961.88 0.0291 0.0 61.102 1.780 Vel = 13.59
BF1 0.0 7.68 T 38.602 16.000 92.570
to 140.0 3E 59.557 98.159 4.303 * Fixed Loss = 4.303
BF2 1961.88 0.0291 Zaf 0.0 114.159 3.327 Vel = 13.59
BF2 0.0 7.68 2E 39.705 85.680 100.200
to 140.0 0.0 39.705 -1.299
TEST 1961.88 0.0291 0.0 125.385 3.654 Vel = 13.59
0.0
1961.88 102.555 K Factor = 193.73
UG2 668.69 7.68 0.0 90.620 85.930
to 140.0 0.0 0.0 0.0
HOSE 668.69 0.0040 0.0 90.620 0.361 Vel = 4.63
HOSE 500.00 7.68 2E 39.705 362.790 86.291 Qa = 500
to 140.0 0.0 39.705 0.0
UG4 1168.69 0.0112 0.0 402.495 4.499 Vel = 8.09
0.0
1168.69 90.790 K Factor = 122.65
104 -26.29 2.203 T 13.639 3.740 29.662
to 120.0 0.0 13.639 0.0
117 -26.29 -0.0058 0.0 17.379 -0.101 Vel = 2.21
117 137.01 2.203 0.0 8.000 29.561 K Factor = 25.20
to 120.0 0.0 0.0 0.0
118 110.72 0.0832 0.0 8.000 0.666 Vel = 9.32
118 0.0 2.203 0.0 8.000 30.227
to 120.0 0.0 0.0 0.0
119 110.72 0.0831 0.0 8.000 0.665 Vel = 9.32
119 0.0 2.203 0.0 8.000 30.892
to 120.0 0.0 0.0 0.0
120 110.72 0.0832 0.0 8.000 0.666 Vel = 9.32
120 0.0 2.203 0.0 8.000 31.558
to 120.0 0.0 0.0 0.0
121 110.72 0.0831 0.0 8.000 0.665 Vel = 9.32
121 0.0 2.203 T 13.639 155.750 32.223
to 120.0 0.0 13.639 0.0
105 110.72 0.0832 0.0 169.389 14.090 Vel = 9.32
105 0.0 2.203 T 13.639 1.770 46.313
to 120.0 0.0 13.639 0.767
13 110.72 0.0832 0.0 15.409 1.282 Vel = 9.32
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 11
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
110.72 48.362 K Factor = 15.92
122 112.95 2.203 0.0 8.830 20.090 K Factor = 25.20
to 120.0 0.0 0.0 0.0
123 112.95 0.0863 0.0 8.830 0.762 Vel = 9.51
123 115.07 2.203 0.0 8.830 20.852 K Factor = 25.20
to 120.0 0.0 0.0 0.0
124 228.02 0.3165 0.0 8.830 2.795 Vel = 19.19
124 122.55 2.705 1 18.718 5.090 23.647 K Factor= 25.20
to 120.0 0.0 18.718 0.0
100 350.57 0.2581 0.0 23.808 6.146 Vel = 19.57
100 27.59 2.705 T 18.718 1.830 29.793
to 120.0 0.0 18.718 0.797
30 378.16 0.2970 0.0 20.548 6.102 Vel = 21.11
0.0
378.16 36.692 K Factor = 62.43
100 -27.59 2.203 T 13.639 3.740 29.793
to 120.0 0.0 13.639 0.0
125 -27.59 -0.0064 0.0 17.379 -0.111 Vel = 2.32
125 137.29 2.203 0.0 8.000 29.682 K Factor = 25.20
to 120.0 0.0 0.0 0.0
126 109.7 0.0818 0.0 8.000 0.654 Vel = 9.23
126 0.0 2.203 0.0 8.000 30.336
to 120.0 0.0 0.0 0.0
127 109.7 0.0818 0.0 8.000 0.654 Vel = 9.23
127 0.0 2.203 0.0 8.000 30.990
to 120.0 0.0 0.0 0.0
128 109.7 0.0819 0.0 8.000 0.655 Vel = 9.23
128 0.0 2.203 0.0 8.000 31.645
to 120.0 0.0 0.0 0.0
129 109.7 0.0818 0.0 8.000 0.654 Vel = 9.23
129 0.0 2.203 T 13.639 155.750 32.299
to 120.0 0.0 13.639 0.0
101 109.7 0.0818 0.0 169.389 13.850 Vel = 9.23
101 0.0 2.203 T 13.639 1.770 46.149
to 120.0 0.0 13.639 0.771
11 109.7 0.0818 0.0 15.409 1.260 Vel = 9.23
0.0
109.70 48.180 KFactor= 15.80
130 112.80 2.203 0.0 8.830 20.036 K Factor = 25.20
to 120.0 0.0 0.0 0.0
131 112.8 0.0861 0.0 8.830 0.760 Vel = 9.49
131 114.92 2.203 0.0 8.830 20.796 K Factor = 25.20
to 120.0 0.0 0.0 0.0
132 227.72 0.3157 0.0 8.830 2.788 Vel = 19.17
132 122.38 2.705 T 18.718 5.090 23.584 K Factor = 25.20
to 120.0 0.0 18.718 0.0
102 350.1 0.2575 0.0 23.808 6.130 Vel = 19.55
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final ,Calculations - Hazen-Williams
JIG TATE FIRE PROTECTION Page 12
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
102 26.94 2.705 1 18.718 1.830 29.714
to 120.0 0.0 18.718 0.797
31 377.04 0.2953 0.0 20.548 6.068 Vel = 21.05
0.0
377.04 36.579 KFactor= 62.34
102 -26.95 2.203 1 13.639 3.740 29.714
to 120.0 0.0 13.639 0.0
133 -26.95 -0.0061 0.0 17.379 -0.106 Vel = 2.27
133 137.13 2.203 0.0 8.000 29.608 K Factor = 25.20
to 120.0 0.0 0.0 0.0
134 110.18 0.0825 0.0 8.000 0.660 Vel = 9.27
134 0.0 2.203 0.0 8.000 30.268
to 120.0 0.0 0.0 0.0
135 110.18 0.0824 0.0 8.000 0.659 Vel = 9.27
135 0.0 2.203 0.0 8.000 30.927
to 120.0 0.0 0.0 0.0
136 110.18 0.0824 0.0 8.000 0.659 Vel = 9.27
136 0.0 2.203 0.0 8.000 31.586
to 120.0 0.0 0.0 0.0
137 110.18 0.0825 0.0 8.000 0.660 Vel = 9.27
137 0.0 2.203 T 13.639 155.750 32.246
to 120.0 0.0 13.639 0.0
103 110.18 0.0824 0.0 169.389 13.960 Vel = 9.27
103 0.0 2.203 T 13.639 1.770 46.206
to 120.0 0.0 13.639 0.771
12 110.18 0.0825 0.0 15.409 1.271 Vel = 9.27
0.0
110.18 48.248 KFactor= 15.86
138 0.0 2.203 0.0 8.830 36.207
to 120.0 0.0 0.0 0.0
139 0.0 0.0 0.0 8.830 0.0 Vel = 0
139 0.0 2.203 0.0 8.830 36.207
to 120.0 0.0 0.0 0.0
140 0.0 0.0 0.0 8.830 0.0 Vel = 0
140 0.0 2.705 1 18.718 5.090 36.207
to 120.0 0.0 18.718 0.0
106 0.0 0.0 0.0 23.808 0.0 Vel = 0
106 -99.51 2.705 T 18.718 1.830 36.207
to 120.0 0.0 18.718 0.793
33 -99.51 -0.0252 0.0 20.548 -0.517 Vel = 5.56
33 505.77 6.357 0.0 9.920 36.483
to 120.0 0.0 0.0 0.0
34 406.26 0.0053 0.0 9.920 0.053 Vel = 4.11
34 -100.47 6.357 0.0 10.000 36.536
to 120.0 0.0 0.0 0.091
35 305.79 0.0031 0.0 10.000 0.031 Vel = 3.09
35 -101.71 6.357 0.0 10.000 36.658
to 120.0 0.0 0.0 0.091
36 204.08 0.0015 0.0 10.000 0.015 Vel = 2.06
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 13
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe PV ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
36 -101.17 6.357 0.0 10.000 36.764
to 120.0 0.0 0.0 0.091
37 102.91 0.0004 0.0 10.000 0.004 Vel = 1.04
37 0.0 2.203 1 13.639 1.830 36.859
to 120.0 0.0 13.639 -0.797
38 102.91 0.0727 0.0 15.469 1.124 Vel = 8.66
38 0.0 2.203 2T 27.277 159.490 37.186
to 120.0 0.0 27.277 0.0
39 102.91 0.0726 0.0 186.767 13.567 Vel = 8.66
39 0.0 2.203 1 13.639 1.770 50.753
to 120.0 0.0 13.639 0.771
18 102.91 0.0727 0.0 15.409 1.120 Vel = 8.66
0.0
102.91 52.644 KFactor= 14.18
106 99.51 2.203 T 13.639 3.740 36.207
to 120.0 0.0 13.639 0.0
141 99.51 0.0682 0.0 17.379 1.186 Vel = 8.38
141 0.0 2.203 0.0 8.000 37.393
to 120.0 0.0 0.0 0.0
142 99.51 0.0684 0.0 8.000 0.547 Vel = 8.38
142 0.0 2.203 0.0 8.000 37.940
to 120.0 0.0 0.0 0.0
143 99.51 0.0682 0.0 8.000 0.546 Vel = 8.38
143 0.0 2.203 0.0 8.000 38.486
to 120.0 0.0 0.0 0.0
144 99.51 0.0682 0.0 8.000 0.546 Vel = 8.38
144 0.0 2.203 0.0 8.000 39.032
to 120.0 0.0 0.0 0.0
145 99.51 0.0682 0.0 8.000 0.546 Vel = 8.38
145 0.0 2.203 T 13.639 123.750 39.578
to 120.0 0.0 13.639 0.0
107 99.51 0.0683 0.0 137.389 9.380 Vel = 8.38
107 0.0 2.203 T 13.639 1.770 48.958
to 120.0 0.0 13.639 0.767
14 99.51 0.0683 0.0 15.409 1.052 Vel = 8.38
0.0
99.51 50.777 K Factor = 13.96
32 505.77 6.357 0.0 10.000 36.495
to 120.0 0.0 0.0 -0.091
33 505.77 0.0079 0.0 10.000 0.079 Vel = 5.11
0.0
505.77 36.483 K Factor= 83.74
34 100.47 2.705 T 18.718 1.830 36.536
to 120.0 0.0 18.718 -0.793
108 100.47 0.0255 0.0 20.548 0.525 Vel = 5.61
108 0.0 2.203 T 13.639 11.740 36.268
to 120.0 0.0 13.639 0.0
146 100.47 0.0695 0.0 25.379 1.764 Vel = 8.46
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 14
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
146 0.0 2.203 0.0 8.000 38.032
to 120.0 0.0 0.0 0.0
147 100.47 0.0695 0.0 8.000 0.556 Vel = 8.46
147 0.0 2.203 0.0 8.000 38.588
to 120.0 0.0 0.0 0.0
148 100.47 0.0695 0.0 8.000 0.556 Vel = 8.46
148 0.0 2.203 0.0 8.000 39.144
to 120.0 0.0 0.0 0.0
149 100.47 0.0695 0.0 8.000 0.556 Vel = 8.46
149 0.0 2.203 1 13.639 123.750 39.700
to 120.0 0.0 13.639 0.0
109 100.47 0.0695 0.0 137.389 9.547 Vel = 8.46
109 0.0 2.203 T 13.639 1.770 49.247
to 120.0 0.0 13.639 0.767
15 100.47 0.0694 0.0 15.409 1.070 Vel = 8.46
0.0
100.47 51.084 KFactor= 14.06
35 101.71 2.705 T 18.718 1.830 36.658
to 120.0 0.0 18.718 -0.793
110 101.71 0.0262 0.0 20.548 0.538 Vel = 5.68
110 0.0 2.203 2T 27.277 159.490 36.403
to 120.0 0.0 27.277 0.0
111 101.71 0.0711 0.0 186.767 13.276 Vel = 8.56
111 0.0 2.203 T 13.639 1.770 49.679
to 120.0 0.0 13.639 0.767
16 101.71 0.0711 0.0 15.409 1.095 VeI= 8.56
0.0
101.71 51.541 KFactor= 14.17
36 101.18 2.203 1 13.639 1.830 36.764
to 120.0 0.0 13.639 -0.797
112 101.18 0.0704 0.0 15.469 1.089 Vel = 8.52
112 0.0 2.203 2T 27.277 159.490 37.056
to 120.0 0.0 27.277 0.0
113 101.18 0.0704 0.0 186.767 13.148 Vel= 8.52
113 0.0 2.203 T 13.639 1.770 50.204
to 120.0 0.0 13.639 0.771
17 101.18 0.0703 0.0 15.409 1.084 Vel = 8.52
0.0
- 101.18 -52.059 K Factor= 14.02
29 79.61 2.203 T 13.639 1.830 36.896
to 120.0 0.0 13.639 -0.793
98 79.61 0.0452 0.0 15.469 0.699 Vel = 6.70
98 0.0 2.203 2T 27.277 191.490 36.802
to 120.0 0.0 27.277 0.0
99 79.61 0.0452 0.0 218.767 9.884 Vel = 6.70
99 0.0 2.203 T 13.639 1.770 46.686
to 120.0 0.0 13.639 0.767
10 79.61 0.0452 0.0 15.409 0.696 Vel = 6.70
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 15
N16108-Roof System I Area 2 (ESFR) Date
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
79.61 48.149 KFactor= 11.47
28 78.91 2.203 T 13.639 1.830 37.078
to 120.0 0.0 13.639 -0.793
96 78.91 0.0445 0.0 15.469 0.688 Vel = 6.64
96 0.0 2.203 2T 27.277 191.490 36.973
to 120.0 0.0 27.277 0.0
97 78.91 0.0444 0.0 218.767 9.724 Vel = 6.64
97 0.0 2.203 T 13.639 1.770 46.697
to 120.0 0.0 13.639 0.767
9 78.91 0.0445 0.0 15.409 0.685 Vel = 6.64
0.0
78.91 48.149 KFactor= 11.37
27 78.38 2.203 T 13.639 1.830 37.237
to 120.0 0.0 13.639 -0.793
93 78.38 0.0440 0.0 15.469 0.680 Vel = 6.60
93 0.0 2.203 T 13.639 115.740 37.124
to 120.0 0.0 13.639 0.0
94 78.38 0.0439 0.0 129.379 5.680 Vel = 6.60
94 0.0 2.203 T 13.639 75.750 42.804
to 120.0 0.0 13.639 0.0
95 78.38 0.0439 0.0 89.389 3.924 Vel = 6.60
95 0.0 2.203 T 13.639 1.770 46.728
to 120.0 0.0 13.639 0.767
8 78.38 0.0439 0.0 15.409 0.676 Vel = 6.60
0.0
78.38 48.171 K Factor= 11.29
26 78.01 2.203 1 13.639 1.830 37.377
to 120.0 0.0 13.639 -0.793
25 78.01 0.0435 0.0 15.469 0.673 Vel = 6.57
25 0.0 2.203 T 13.639 51.740 37.257
to 120.0 0.0 13.639 0.0
24 78.01 0.0435 0.0 65.379 2.845 Vel = 6.57
24 0.0 2.203 0.0 8.000 40.102
to 120.0 0.0 0.0 0.0
23 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
23 0.0 2.203 0.0 8.000 40.450
to 120.0 0.0 0.0 0.0
22 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
22 0.0 2.203 0.0 8.000 40.798
to 120.0 0.0 0.0 0.0
21 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
21 0.0 2.203 0.0 8.000 41.146
to 120.0 0.0 0.0 0.0
1 78.01 0.0436 0.0 8.000 0.349 Vel = 6.57
1 0.0 2.203 0.0 8.000 41.495
to 120.0 0.0 0.0 0.0
2 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JIG TATE FIRE PROTECTION Page 16
N16108-Roof System 1 Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
2 0.0 2.203 0.0 8.000 41.843
to 120.0 0.0 0.0 0.0
3 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
3 0.0 2.203 0.0 8.000 42.191
to 120.0 0.0 0.0 0.0
4 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
4 0.0 2.203 0.0 8.000 42.539
to 120.0 0.0 0.0 0.0
5 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57
5 0.0 2.203 T 13.639 75.750 42.887
to 120.0 0.0 13.639 0.0
6 78.01 0.0435 0.0 89.389 3.890 Vel = 6.57
6 0.0 2.203 1 13.639 1.770 46.777
to 120.0 0.0 13.639 0.767
7 78.01 0.0435 0.0 15.409 0.670 Vel = 6.57
0.0
78.01 48.214 KFactor= 11.23
40 77.76 2.203 1 13.639 1.830 37.517
to 120.0 0.0 13.639 -0.793
82 77.76 0.0433 0.0 15.469 0.670 Vel = 6.55
82 0.0 2.203 1 13.639 51.730 37.394
to 120.0 0.0 13.639 0.074
83 77.76 0.0432 0.0 65.369 2.827 Vel = 6.55
83 0.0 2.203 0.0 8.000 40.295
to 120.0 0.0 0.0 -0.013
84 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55
84 0.0 2.203 0.0 8.000 40.628
to 120.0 0.0 0.0 -0.009
85 77.76 0.0434 0.0 8.000 0.347 Vel = 6.55
85 0.0 2.203 0.0 8.000 40.966
to 120.0 0.0 0.0 -0.013
86 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55
86 0.0 2.203 0.0 8.000 41.299
to 120.0 0.0 0.0 -0.013
87 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55
87 0.0 2.203 0.0 8.000 41.632
to 120.0 0.0 0.0 -0.009
88 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55
88 0.0 2.203 0.0 8.000 41.969
to 120.0 0.0 0.0 -0.013
89 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55
89 0.0 2.203 0.0 8.000 42.302
to 120.0 0.0 0.0 -0.013
90 77.76 0.0434 0.0 8.000 0.347 Vel = 6.55
90 0.0 2.203 0.0 8.000 42.636
to 120.0 0.0 0.0 0.0
91 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55
91 0.0 2.203 T 13.639 75.740 42.982
to 120.0 0.0 13.639 0.039
92 77.76 0.0433 0.0 89.379 3.866 Vel = 6.55
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 17
N16108-Roof System I Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. .1c'.or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
92 0.0 2.203 1 13.639 1.770 46.887
to 120.0 0.0 13.639 0.767
58 77.76 0.0432 0.0 15.409 0.666 Vel = 6.55
0.0
77.76 48.320 KFactor= 11.19
41 77.65 2.203 T 13.639 1.830 37.640
to 120.0 0.0 13.639 -0.793
70 77.65 0.0432 0.0 15.469 0.668 Vel = 6.54
70 0.0 2.203 1 13.639 51.730 37.515
to 120.0 0.0 13.639 0.186
71 77.65 0.0432 0.0 65.369 2.821 Vel = 6.54
71 0.0 2.203 0.0 8.000 40.522
to 120.0 0.0 0.0 -0.030
72 77.65 0.0430 0.0 8.000 0.344 Vel = 6.54
72 0.0 2.203 0.0 8.000 40.836
to 120.0 0.0 0.0 -0.030
73 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
73 0.0 2.203 0.0 8.000 41.151
to 120.0 0.0 0.0 -0.026
74 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
74 0.0 2.203 0.0 8.000 41.470
to 120.0 0.0 0.0 -0.030
75 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
75 0.0 2.203 0.0 8.000 41.785
to 120.0 0.0 0.0 -0.030
76 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
76 0.0 2.203 0.0 8.000 42.100
to 120.0 0.0 0.0 -0.030
77 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
77 0.0 2.203 0.0 8.000 42.415
to 120.0 0.0 0.0 -0.030
78 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
78 0.0 2.203 0.0 8.000 42.730
to 120.0 0.0 0.0 0.0
79 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54
79 0.0 2.203 T 13.639 75.730 43.075
to 120.0 0.0 13.639 0.100
81 77.65 0.0431 0.0 89.369 3.855 Vel = 6.54
81 0.0 2.203 1 13.639 1.770 47.030
to 120.0 0.0 13.639 0.767
57 77.65 0.0431 0.0 15.409 0.664 Vel = 6.54
0.0
77.65 48.461 K Factor= 11.15
42 77.60 2.203 T 13.639 1.830 37.752
to 120.0 0.0 13.639 -0.793
59 77.6 0.0431 0.0 15.469 0.667 Vel = 6.53
59 0.0 2.203 T 13.639 51.710 37.626
to 120.0 0.0 13.639 0.303
60 77.6 0.0431 0.0 65.349 2.816 Vel = 6.53
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JO TATE FIRE PROTECTION Page 18
N16108-Roof System I Area 2 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
60 0.0 2.203 0.0 8.000 40.745
to 120.0 0.0 0.0 -0.048
61 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
61 0.0 2.203 0.0 8.000 41.042
to 120.0 0.0 0.0 -0.048
62 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
62 0.0 2.203 0.0 8.000 41.339
to 120.0 0.0 0.0 -0.048
63 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
63 0.0 2.203 0.0 8.000 41.636
to 120.0 0.0 0.0 -0.048
64 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
64 0.0 2.203 0.0 8.000 41.933
to 120.0 0.0 0.0 -0.052
65 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
65 0.0 2.203 0.0 8.000 42.226
to 120.0 0.0 0.0 -0.048
66 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
66 0.0 2.203 0.0 8.000 42.523
to 120.0 0.0 0.0 -0.048
67 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
67 0.0 2.203 0.0 8.000 42.820
to 120.0 0.0 0.0 0.004
68 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53
68 0.0 2.203 1 13.639 75.710 43.169
to 120.0 0.0 13.639 0.160
69 77.6 0.0431 0.0 89.349 3.850 Vet = 6.53
69 0.0 2.203 1 13.639 1.770 47.179
to 120.0 0.0 13.639 0.762
56 77.6 0.0432 0.0 15.409 0.665 Vet = 6.53
0.0
77.60 48.606 K Factor = 11.13
Computer Programs by Hydratec Inc. Revision: 50.52.1
F.M.."Lw..q
- - - Fire Protection by Computer Design
JG TATE FIRE PROTECTION
13771 Danielson Street
Suite F
Poway, CA 92064
858 486-0900
Job Name : N16108-Roof System 2 Area 3 (ESFR)
Building : FP-2
Location : 3248 Lionshead Ave., Carlsbad, CA 92010
System : 3
Contract : N16-108
Data File : N16108-Roof System 2 Area 3 (ESFR).WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
JG TATE FIRE PROTECTION Page
N16108-Roof System 2 Area 3 (ESFR) Date
HYDRAULIC CALCULATIONS
for
Project name: Raceway Lot 16
Location: 3248 Lionshead Ave., Carlsbad, CA 92010
Drawing no: FP-2
Date: 1-23-17
Design
Remote area number: 3
Remote area location: System 2 West Side
Occupancy classification: Storage (Spec. Building)
Density: - Gpm/SqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 80 - SqFt
Type of sprinklers calculated: Reliable Model N25 ESFR SSP SIN RA0912
No. of sprinklers calculated: 12
In-rack demand: 0 - GPM
Hose streams: 500 - GPM
Total water required (including hose streams): 1865.6 - GPM @ 109.5 - Psi
Type of system: Wet Pipe
Volume of dry or preaction system: - Gal
Water supply information
Date: 06-30-2016
Location: Lionsheads Ave
Source: Carlsbad Fire Dept.
Name of contractor: JIG Tate Fire Protection
Address: 13771 Danielson St. Suite F, Poway, CA 92064
Phone number: 858 486-0900
Name of designer: Rick Larsen
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Water Supply Curve C
JG TATE FIRE PROTECTION Page 2
N16108-Roof System 2 Area 3 (ESFR) Date
City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 13.634
C2 - Residual Pressure: 106 D2 - System Flow :1365.62
C2 - Residual Flow : 8000 D2 - System Pressure :109.522
Hose ( Demand ) : 500
D3 - System Demand :1865.62
Safety Margin : 16.057
150
:L
140
130
)2
P 120
C2 R 110 -
E 100
s 90
580
U70
R6°
E5°
40
30
20
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW ( N ' 1.85)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Fittings Used Summary
JIG TATE FIRE PROTECTION
N 16108-Roof System 2 Area 3 (ESFR)
Page 3
Date
Fitting Legend
Abbrev. Name 1/2 % 1 11/4 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Unit Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with . The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.52.1
Pressure / Flow Summary - STANDARD
JG TATE FIRE PROTECTION
N16108-Roof System 2 Area 3 (ESFR)
Page
Date
4
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
150 31.48 25.68 na
151 31.48 23.18 na
152 31.48 25.2 20.68 na 114.59 0.3 80 20.0
153 31.48 25.2 20.0 na 112.7 0.3 80 20.0
154 31.48 25.2 20.0 na 112.7 0.3 80 20.0
155 31.48 25.2 20.7 na 114.65 0.3 80 20.0
156 31.48 64.26 na
157 29.65 69.95 na
158 29.44 70.06 na
159 29.23 70.22 na
160 29.02 70.45 na
161 28.71 70.77 na
162 28.13 73.11 na
163 27.6 73.67 na
164 27.08 74.3 na
TOR2 26.96 76.38 na
BOR2 2.0 87.74 na
UGA 0.0 89.28 na
UG1 -3.0 91.03 na
UG2 -3.0 94.26 na
UG3 -3.0 96.36 na
UG4 -3.0 98.67 na
BFI -3.0 100.3 na
BF2 -3.0 107.49 na
TEST 0.0 109.52 na
HOSE -3.0 94.57 na 500.0
165 31.48 28.18 na
166 31.48 30.68 na
168 31.48 38.61 na
169 29.65 44.23 na
170 29.44 44.34 na
171 29.23 44.5 na
172 29.02 44.73 na
173 28.75 44.94 na
174 28.41 45.14 na
175 28.05 45.33 na
176 27.72 45.48 na
177 29.56 46.78 na
178 28.91 71.4 na
179 31.27 38.7 na
181 31.27 30.75 na
182 31.27 28.24 na
183 31.27 25.74 na
184 31.27 23.23 na
185 31.27 25.2 20.72 na 114.72 0.3 80 20.0
186 31.27 25.2 20.04 na 112.82 0.3 80 20.0
187 31.27 25.2 20.04 na 112.82 0.3 80 20.0
188 31.27 25.2 20.74 na 114.77 0.3 80 20.0
189 31.27 64.36 na
190 31.06 38.84 na
192 31.06 30.85 na
193 31.06 28.34 na
194 31.06 25.82 na
195 31.06 23.31 na
196 31.06 25.2 20.79 na 114.9 0.3 80 20.0
197 31.06 25.2 20.11 na 113.0 0.3 80 20.0
198 31.06 25.2 20.11 na 113.0 0.3 80 20.0
199 31.06 25.2 20.81 na 114.95 0.3 80 20.0
200 31.06 64.51 na
201 30.85 45.53 na
202 30.85 47.32 na
203 30.85 48.14 na
Computer Programs by Hydratec Inc. Revision: 50.52.1
Flow Summary - Standard
JG TATE FIRE PROTECTION Page 5
N16108-Roof System 2 Area 3 (ESFR) Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
204 30.85 48.97 na
205 30.85 49.79 na
206 30.85 50.61 na
207 30.85 51.44 na
208 30.85 52.26 na
209 30.85 53.09 na
210 30.85 53.91 na
211 30.85 68.06 na
212 30.58 45.79 na
213 30.58 53.59 na
214 30.56 5445 na
215 30.54 68.34 na
216 30.25 46.39 na
217 29.96 70.27 na
218 29.88 46.6 na
219 29.43 70.8 na
The maximum velocity is 19.24 and it occurs in the pipe between nodes 199 and 200
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams - 2007
JG TATE FIRE PROTECTION Page 6
N16108-Roof System 2 Area 3 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total P1 Pn
150 -226.41 2.203 0.0 8.000 25.676
to 120.0 0.0 0.0 0.0
151 -226.41 -0.3124 0.0 8.000 -2.499 Vel = 19.06
151 0.0 2.203 0.0 8.000 23.177
to 120.0 0.0 0.0 0.0
152 -226.41 -0.3124 0.0 8.000 -2.499 Vel = 19.06
152 114.59 2.203 0.0 8.000 20.678 K Factor = 25.20
to 120.0 0.0 0.0 0.0
153 -111.82 -0.0848 0.0 8.000 -0.678 Vel = 9.41
153 112.70 2.203 0.0 8.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
154 0.88 0.0 0.0 8.000 0.0 Vel = 0.07
154 112.69 2.203 0.0 8.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
155 113.57 0.0872 0.0 8.000 0.698 Vel = 9.56
155 114.65 2.203 T 13.639 123.750 20.698 K Factor= 25.20
to 120.0 0.0 13.639 0.0
156 228.22 0.3170 0.0 137.389 43.559 Vel = 19.21
156 0.0 2.203 T 13.639 1.830 64.257
to 120.0 0.0 13.639 0.793
157 228.22 0.3170 0.0 15.469 4.904 Vel = 19.21
157 0.0 6.357 0.0 10.000 69.954
to 120.0 0.0 0.0 0.091
158 228.22 0.0018 0.0 10.000 0.018 Vel = 2.31
158 228.38 6.357 0.0 10.000 70.063
to 120.0 0.0 0.0 0.091
159 456.6 0.0066 0.0 10.000 0.066 Vel = 4.62
159 228.63 6.357 0.0 9.980 70.220
to 120.0 0.0 0.0 0.091
160 685.23 0.0138 0.0 9.980 0.138 Vel = 6.93
160 124.29 6.357 0.0 10.000 70.449
to 120.0 0.0 0.0 0.134
161 809.52 0.0190 0.0 10.000 0.190 Vel = 8.18
161 126.42 6.357 2E 35.205 49.220 70.773
to 120.0 0.0 35.205 0.251
162 935.94 0.0248 0.0 84.425 2.090 Vel = 9.46
162 142.31 6.357 0.0 10.010 73.114
to 120.0 0.0 0.0 0.230
163 1078.25 0.0321 0.0 10.010 0.321 Vel = 10.90
163 143.14 6.357 0.0 10.010 73.665
to 120.0 0.0 0.0 0.225
164 1221.39 0.0406 0.0 10.010 0.406 Vel = 12.35
164 144.23 6.357 2E 35.205 5.600 74.296
to 120.0 0.0 35.205 0.052
TOR2 1365.62 0.0498 0.0 40.805 2.032 Vel = 13.80
TOR2 0.0 8.249 B 14.094 25.160 76.380
to 120.0 0.0 14.094 10.810
BOR2 1365.62 0.0140 0.0 39.254 0.549 Vel = 8.20
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 7
N16108-Roof System 2 Area 3 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. .1c'.or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BOR2 0.0 8.249 2E 42.282 6.000 87.739
to 120.0 0.0 42.282 0.866
UGA 1365.62 0.0140 0.0 48.282 0.677 Vel = 8.20
UGA 0.0 8.27 E 28.468 15.000 89.282
to 140.0 0.0 28.468 1.299
UG1 1365.62 0.0104 0.0 43.468 0.452 Vel = 8.16
UGI 0.0 7.68 3E 59.557 64.160 91.033
to 140.0 T 38.602 152.202 0.0
UG2 1365.62 0.0149 G 4.412 216.362 3.225 Vel = 9.46
S 49.631
UG2 -612.59 7.68 4E 79.41 344.510 94.258
to 140.0 0.0 79.410 0.0
UG3 753.03 0.0050 0.0 423.920 2.102 Vel = 5.22
UG3 0.0 7.68 2E 39.705 426.880 96.360
to 140.0 0.0 39.705 0.0
UG4 753.03 0.0050 0.0 466.585 2.312 Vel = 5.22
UG4 1112.59 7.68 T 38.602 22.500 98.672
to 140.0 0.0 38.602 0.0
BFI 1865.62 0.0266 0.0 61.102 1.623 Vel = 12.92
BFI 0.0 7.68 T 38.602 16.000 100.295
to 140.0 3E 59.557 98.159 4.166 * Fixed Loss = 4.166
BF2 1865.62 0.0266 Zaf 0.0 114.159 3.031 Vel = 12.92
BF2 0.0 7.68 2E 39.705 85.680 107.492
to 140.0 0.0 39.705 -1.299
TEST 1865.62 0.0266 0.0 125.385 3.329 Vel = 12.92
0.0
1865.62 109.522 K Factor = 178.27
UG2 612.58 7.68 0.0 90.620 94.258
to 140.0 0.0 0.0 0.0
HOSE 612.58 0.0034 0.0 90.620 0.307 Vel = 4.24
HOSE 500.00 7.68 2E 39.705 362.790 94.565 Qa = 500
to 140.0 0.0 39.705 0.0
UG4 1112.58 0.0102 0.0 402.495 4.107 Vel = 7.71
0.0
1112.58 98.672 K Factor = 112.00
150 226.41 2.203 0.0 8.000 25.676
to 120.0 0.0 0.0 0.0
165 226.41 0.3125 0.0 8.000 2.500 Vel = 19.06
165 0.0 2.203 0.0 8.000 28.176
to 120.0 0.0 0.0 0.0
166 226.41 0.3124 0.0 8.000 2.499 Vel = 19.06
166 0.0 2.203 T 13.639 11.750 30.675
to 120.0 0.0 13.639 0.0
168 226.41 0.3124 0.0 25.389 7.932 Vel = 19.06
168 0.0 2.203 1 13.639 1.830 38.607
to 120.0 0.0 13.639 0.793
169 226.41 0.3124 0.0 15.469 4.833 Vel = 19.06
169 0.0 6.357 0.0 10.000 44.233
to 120.0 0.0 0.0 0.091
170 226.41 0.0018 0.0 10.000 0.018 Vel = 2.29
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 8
N16108-Roof System 2 Area 3 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
170 226.75 6.357 0.0 10.000 44.342
to 120.0 0.0 0.0 0.091
171 453.16 0.0064 0.0 10.000 0.064 Vel = 4.58
171 227.23 6.357 0.0 10.000 44.497
to 120.0 0.0 0.0 0.091
172 680.39 0.0137 0.0 10.000 0.137 Vel = 6.88
172 -124.29 6.357 0.0 9.990 44.725
to 120.0 0.0 0.0 0.117
173 556.1 0.0095 0.0 9.990 0.095 Vel = 5.62
173 -126.42 6.357 0.0 9.990 44.937
to 120.0 0.0 0.0 0.147
174 429.68 0.0058 0.0 9.990 0.058 Vel = 4.34
174 -142.32 6.357 0.0 10.000 45.142
to 120.0 0.0 0.0 0.156
175 287.36 0.0028 0.0 10.000 0.028 Vel = 2.90
175 -143.13 6.357 0.0 10.010 45.326
to 120.0 0.0 0.0 0.143
176 144.23 0.0008 0.0 10.010 0.008 Vel = 1.46
176 0.0 2.203 T 13.639 1.830 45.477
to 120.0 0.0 13.639 -0.797
177 144.23 0.1356 0.0 15.469 2.098 Vel = 12.14
177 0.0 2.203 2T 27.277 152.190 46.778
to 120.0 0.0 27.277 0.282
178 144.23 0.1357 0.0 179.467 24.345 Vel= 12.14
178 0.0 2.203 T 13.639 1.830 71.405
to 120.0 0.0 13.639 0.793
164 144.23 0.1356 0.0 15.469 2.098 Vel = 12.14
0.0
144.23 74.296 K Factor= 16.73
170 -226.75 2.203 1 13.639 1.830 44.342
to 120.0 0.0 13.639 -0.793
179 -226.75 -0.3133 0.0 15.469 -4.846 Vel = 19.09
179 0.0 2.203 T 13.639 11.750 38.703
to 120.0 0.0 13.639 0.0
181 -226.75 -0.3133 0.0 25.389 -7.954 Vel = 19.09
181 0.0 2.203 0.0 8.000 30.749
to 120.0 0.0 0.0 0.0
182 -226.75 -0.3132 0.0 8.000 -2.506 Vet = 19.09
182 0.0 2.203 0.0 8.000 28.243
to 120.0 0.0 0.0 0.0
183 -226.75 -0.3132 0.0 8.000 -2.506 Vet = 19.09
183 0.0 2.203 0.0 8.000 25.737
to 120.0 0.0 0.0 0.0
184 -226.75 -0.3134 0.0 8.000 -2.507 Vet = 19.09
184 0.0 2.203 0.0 8.000 23.230
to 120.0 0.0 0.0 0.0
185 -226.75 -0.3132 0.0 8.000 -2.506 Vet = 19.09
185 114.72 2.203 0.0 8.000 20.724 K Factor= 25.20
to 120.0 0.0 0.0 0.0
186 -112.03 -0.0850 0.0 8.000 -0.680 Vet = 9.43
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION
N16108-Roof System 2 Area 3 (ESFR)
Page 9
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt P1/Ft Eqv. Ln, Total Pf Pn
186 112.82 2.203 0.0 8.000 20.044 K Factor = 25.20
to 120.0 0.0 0.0 0.0
187 0.79 0.0 0.0 8.000 0.0 Vel = 0.07
187 112.83 2.203 0.0 8.000 20.044 K Factor = 25.20
to 120.0 0.0 0.0 0.0
188 113.62 0.0872 0.0 8.000 0.698 Vel = 9.56
188 114.76 2.203 T 13.639 123.750 20.742 K Factor= 25.20
to 120.0 0.0 13.639 0.0
189 228.38 0.3175 0.0 137.389 43.617 Vel = 19.22
189 0.0 2.203 T 13.639 1.830 64.359
to 120.0 0.0 13.639 0.793
158 228.38 0.3175 0.0 15.469 4.911 Vel = 19.22
0.0
228.38 70.063 K Factor= 27.28
171 -227.23 2.203 T 13.639 1.830 44.497
to 120.0 0.0 13.639 -0.793
190 -227.23 -0.3144 0.0 15.469 -4.864 Vel = 19.13
190 0.0 2.203 T 13.639 11.750 38.840
to 120.0 0.0 13.639 0.0
192 -227.23 -0.3145 0.0 25.389 -7.985 Vel = 19.13
192 0.0 2.203 0.0 8.000 30.855
to 120.0 0.0 0.0 0.0
193 -227.23 -0.3145 0.0 8.000 -2.516 Vel = 19.13
193 0.0 2.203 0.0 8.000 28.339
to 120.0 0.0 0.0 0.0
194 -227.23 -0.3145 0.0 8.000 -2.516 Vel = 19.13
194 0.0 2.203 0.0 8.000 25.823
to 120.0 0.0 0.0 0.0
195 -227.23 -0.3146 0.0 8.000 -2.517 Vel = 19.13
195 0.0 2.203 0.0 8.000 23.306
to 120.0 0.0 0.0 0.0
196 -227.23 -0.3145 0.0 8.000 -2.516 Vel = 19.13
196 114.91 2.203 0.0 8.000 20.790 K Factor= 25.20
to 120.0 0.0 0.0 0.0
197 -112.32 -0.0854 0.0 8.000 -0.683 Vel = 9.45
197 113.00 2.203 0.0 8.000 20.107 K Factor = 25.20
to 120.0 0.0 0.0 0.0
198 0.68 0.0 0.0 8.000 0.0 Vel = 0.06
198 113.00 2.203 0.0 8.000 20.107 K Factor = 25.20
to 120.0 0.0 0.0 0.0
199 113.68 0.0874 0.0 8.000 0.699 Vel = 9.57
199 114.94 2.203 T 13.639 123.750 20.806 K Factor= 25.20
to 120.0 0.0 13.639 0.0
200 228.62 0.3181 0.0 137.389 43.701 Vel = 19.24
200 0.0 2.203 T 13.639 1.830 64.507
to 120.0 0.0 13.639 0.793
159 228.62 0.3181 0.0 15.469 4.920 Vel = 19.24
0.0
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
4
JG TATE FIRE PROTECTION Page 10
N16108-Roof System 2 Area 3 (ESFR) Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. .1c'.or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
228.62 70.220 K Factor= 27.28
172 124.29 2.203 T 13.639 1.830 44.725
to 120.0 0.0 13.639 -0.793
201 124.29 0.1030 0.0 15.469 1.594 Vel = 10.46
201 0.0 2.203 T 13.639 3.750 45.526
to 120.0 0.0 13.639 0.0
202 124.29 0.1031 0.0 17.389 1.792 Vet = 10.46
202 0.0 2.203 0.0 8.000 47.318
to 120.0 0.0 0.0 0.0
203 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46
203 0.0 2.203 0.0 8.000 48.142
to 120.0 0.0 0.0 0.0
204 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46
204 0.0 2.203 0.0 8.000 48.966
to 120.0 0.0 0.0 0.0
205 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46
205 0.0 2.203 0.0 8.000 49.790
to 120.0 0.0 0.0 0.0
206 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46
206 0.0 2.203 0.0 8.000 50.614
to 120.0 0.0 0.0 0.0
207 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46
207 0.0 2.203 0.0 8.000 51.438
to 120.0 0.0 0.0 0.0
208 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46
208 0.0 2.203 0.0 8.000 52.262
to 120.0 0.0 0.0 0.0
209 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46
209 0.0 2.203 0.0 8.000 53.086
to 120.0 0.0 0.0 0.0
210 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46
210 0.0 2.203 T 13.639 123.750 53.910
to 120.0 0.0 13.639 0.0
211 124.29 0.1030 0.0 137.389 14.153 Vel= 10.46
211 0.0 2.203 T 13.639 1.830 68.063
to 120.0 0.0 13.639 0.793
160 124.29 0.1030 0.0 15.469 1.593 Vet = 10.46
0.0
124.29 70.449 K Factor= 14.81
173 126.42 2.203 1 13.639 1.830 44.937
to 120.0 0.0 13.639 -0.793
212 126.42 0.1063 0.0 15.469 1.644 Vel = 10.64
212 0.0 2.203 T 13.639 59.740 45.788
to 120.0 0.0 13.639 0.0
213 126.42 0.1063 0.0 73.379 7.801 Vet = 10.64
213 0.0 2.203 0.0 8.000 53.589
to 120.0 0.0 0.0 0.009
214 126.42 0.1062 0.0 8.000 0.850 Vel = 10.64
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION
N16108-Roof System 2 Area 3 (ESFR)
Page 11
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
214 0.0 2.203 E 6.819 123.750 54.448
to 120.0 0.0 6.819 0.009
215 126.42 0.1063 0.0 130.569 13.879 Vel = 10.64
215 0.0 2.203 T 13.639 1.830 68.336
to 120.0 0.0 13.639 0.793
161 126.42 0.1063 0.0 15.469 1.644 Vel= 10.64
0.0
126.42 70.773 K Factor= 15.03
174 142.32 2.203 1 13.639 1.830 45.142
to 120.0 0.0 13.639 -0.797
216 142.32 0.1324 0.0 15.469 2.048 VeI= 11.98
216 0.0 2.203 21 27.277 152.230 46.393
to 120.0 0.0 27.277 0.126
217 142.32 0.1323 0.0 179.507 23.755 Vel= 11.98
217 0.0 2.203 T 13.639 1.830 70.274
to 120.0 0.0 13.639 0.793
162 142.32 0.1323 0.0 15.469 2.047 Vel= 11.98
0.0
142.32 73.114 KFactor= 16.64
175 143.13 2.203 1 13.639 1.830 45.326
to 120.0 0.0 13.639 -0.793
218 143.13 0.1338 0.0 15.469 2.070 Vel = 12.05
218 0.0 2.203 21 27.277 152.210 46.603
to 120.0 0.0 27.277 0.195
219 143.13 0.1337 0.0 179.487 24.006 Vel = 12.05
219 0.0 2.203 T 13.639 1.830 70.804
to 120.0 0.0 13.639 0.793
163 143.13 0.1337 0.0 15.469 2.068 t Vel = 12.05
0.0 1 143.13 73.665 K Factor= 16.68
Computer Programs by Hydratec Inc. Revision: 50.52.1
AqtoPeaking Summary
JG TATE FIRE PROTECTION Page 12
N16108-Roof System 2 Area 3 (ESFR) Date
Auto Peaking Summary - List of Pipes for Area Calculated
Left Right
Side Side
From To Length From To Length
155 156 123.750 166 168 11.750
188 189 123.750 179 181 11.750
199 200 123.750 190 192 11.750
155 156 123.750 166 168 11.750
188 189 123.750 179 181 11.750
199 200 123.750 190 192 11.750
Flow Safety Pressure
Required Margin Differential
Left 8.000 I 1865.660 16.173 -0.116
Area Calculated I 1865.615 16.057 0.000
Right 8.000 I 1865.729 16.114 -0.056
Typical Distance Between Heads = 8.000
Split Point Used in Worst Area Peaked = 153
Split Point Used in Area Calculated = 153
Computer Programs by Hydratec Inc. Revision: 50.52.1
- - - Fire Protection by Computer Design
JG TATE FIRE PROTECTION
13771 DANIELSON ST
SUITE F
P0 WAY, CA 92064
858 486-0900
Job Name : N 16108-Roof System 2 Area 4
Building : FP-5
Location : 3248 Lionshead Ave., Carlsbad, CA 92010
System : 4
Contract : N16-108
Data File : N16108-Mezz System 2 Area 4.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
JGTATE FIRE PROTECTION Page
N 16108-Roof System 2 Area 4 Date
HYDRAULIC CALCULATIONS
for
Project name: Raceway Lot 16
Location: 3248 Lionshead Ave., Carlsbad, CA 92010
Drawing no: FP-5
Date: 11-10-16
Design
Remote area number: 4
Remote area location: System 2 Below Mezz.
Occupancy classification: Ordinary Group 2
Density: .2 - Gpm/SqFt
Area of application: 1564 - SqFt
Coverage per sprinkler: 80 - SqFt
Type of sprinklers calculated: Reliable Model Fl LO SSU K8.0 SIN R1722
No. of sprinklers calculated: 15
In-rack demand: 0 - GPM
Hose streams: 250 - GPM
Total wafer required (including hose streams): 722.9 - GPM @ 83.0 - Psi
Type of system: Wet Pipe
Volume of dry orpreaction system: -Gal
Water supply information
Date: 06-30-2016
Location: Lionsheads Ave
Source: Carlsbad Fire Dept.
Name of contractor: JG Tate Fire Protection
Address: 13771 Danielson St. Suite F, Poway, CA 92064
Phone number: 858 486-0900
Name of designer: Rick Larsen
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.)
.4
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
JG TATE FIRE PROTECTION Page 2
N16108-Roof System 2 Area 4 Date
City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 6.137
C2 - Residual Pressure: 106 D2 - System Flow : 472.887
C2 - Residual Flow : 8000 D2 - System Pressure : 83.037
Hose ( Demand ) : 250
D3 - System Demand : 722.887
Safety Margin : 43.717
150
140
130
P 120
C2 R 110 -
E 100
s 90 D2
s 80
D
u
70
R6°
E5°
40
30
20
• I I I
10
I
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ittings Used Summary
JG TATE FIRE PROTECTION Page 3
N 16108-Roof System 2 Area 4 Date
Fitting Legend
Abbrev. Name % % 1 1% 1% 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Psswe / Flow Summary - STANDARD
JG TATE FIRE PROTECTION Page 4
N16108-Roof System 2 Area 4 Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 14.17 8 9.3 na 24.4 0.2 122 7.0
2 14.17 8 10.95 na 26.47 0.2 122 7.0
3 14.17 8 13.06 na 28.91 0.2 122 7.0
4 14.17 15.79 na
5 14.17 8 16.18 na 32.18 0.2 111 7.0
6 14.17 8 18.94 na 34.82 0.2 122 7.0
7 14.17 22.64 na
8 12.17 25.81 na
9 12.17 26.18 na
10 12.17 27.28 na
11 12.17 34.62 na
12 14.17 8 7.41 na 21.77 0.2 19 7.0
13 14.17 8 12.8 na 28.62 0.2 55 7.0
14 14.17 8 13.33 na 29.2 0.2 122 7.0
15 14.17 8 14.03 na 29.97 0.2 122 7.0
16 14.17 8 15.47 na 31.47 0.2 122 7.0
17 14.17 8 18.36 na 34.28 0.2 111 7.0
18 14.17 8 20.06 na 35.83 0.2 122 7.0
19 14.17 22.6 na
20A 14.17 8 22.34 na 37.81 0.2 122 7.0
20 14.17 8 22.91 na 38.29 0.2 111 7.0
21 14.17 8 23.59 na 38.86 0.2 122 7.0
22 14.17 24.95 na
150 31.48 58.92 na
151 31.48 59.02 na
152 31.48 59.13 na
153 31.48 59.23 na
154 31.48 59.34 na
155 31.48 59.44 na
156 31.48 61.24 na
157 29.65 62.23 na
158 29.44 62.32 na
159 29.23 62.42 na
160 29.02 62.51 na
161 28.71 62.68 na
162 28.13 63.23 na
163 27.6 63.51 na
164 27.08 63.79 na
TOR2 26.96 64.13 na
BOR2 2.0 75.02 na
UGA 0.0 75.98 na
UG1 -3.0 77.34 na
UG2 -3.0 77.69 na
UG3 -3.0 78.05 na
UG4 -3.0 78.44 na
BF1 -3.0 78.72 na
BF2 -3.0 83.76 na
TEST 0.0 83.04 na
HOSE -3.0 77.72 na 250.0
165 31.48 58.81 na
166 31.48 58.71 na
167 31.48 58.6 na
168 31.48 58.38 na
169 29.65 58.97 na
170 29.44 59.06 na
171 29.23 59.15 na
172 29.02 59.23 na
173 28.75 59.36 na
174 28.41 59.52 na
175 28.05 59.67 na
176 27.72 59.82 na
177 29.56 59.29 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
JGTATE FIRE PROTECTION Page 5
N16108-Roof System 2 Area 4 Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
28.91 62.73 na
31.27 58.47 na
31.27 58.69 na
31.27 58.8 na
31.27 58.9 na
31.27 59.01 na
31.27 59.11 na
31.27 59.22 na
31.27 59.32 na
31.27 59.43 na
31.27 59.53 na
31.27 61.33 na
31.06 58.56 na
31.06 58.78 na
31.06 58.89 na
31.06 58.99 na
31.06 59.1 na
31.06 59.2 na
31.06 59.31 na
31.06 59.41 na
31.06 59.52 na
31.06 59.62 na
31.06 61.42 na
30.85 50.0 na
30.85 40.52 na
30.85 36.16 na
30.85 31.8 na
30.85 27.43 na
30.85 28.86 na
30.85 30.28 na
30.85 31.7 na
30.85 33.12 na
30.85 34.55 na
30.85 58.97 na
30.58 58.78 na
30.58 59.77 na
30.56 59.89 na
30.54 61.67 na
30.25 58.98 na
29.96 62.17 na
29.88 59.15 na
29.43 62.45 na
The maximum velocity is 25.75 and it occurs in the pipe between nodes 172 and 201
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FIñaI Calculations - Hazen-Williams - 2007
JG TATE FIRE PROTECTION Page 6
N 16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 46.17 1.38 0.0 10.250 9.302 K Factor = 8.00
to 120.0 0.0 0.0 0.0
2 46.17 0.1610 0.0 10.250 1.650 Vel = 9.90
2 26.48 1.61 0.0 12.000 10.952 K Factor = 8.00
to 120.0 0.0 0.0 0.0
3 72.65 0.1756 0.0 12.000 2.107 Vel = 11.45
3 28.91 1.61 0.0 8.350 13.059 K Factor 8.00
to 120.0 0.0 0.0 0.0
4 101.56 0.3265 0.0 8.350 2.726 Vel = 16.01
4 28.62 2.067 0.0 2.560 15.785
to 120.0 0.0 0.0 0.0
5 130.18 0.1531 0.0 2.560 0.392 Vel = 12.45
5 32.18 2.067 0.0 12.000 16.177 K Factor = 8.00
to 120.0 0.0 0.0 0.0
6 162.36 0.2303 0.0 12.000 2.764 Vel = 15.52
6 34.81 2.067 T 10.0 1.210 18.941 K Factor =8.00
to 120.0 0.0 10.000 0.0
7 197.17 0.3299 0.0 11.210 3.698 Vel = 18.85
7 0.0 2.067 E 5.0 2.000 22.639
to 120.0 0.0 5.000 0.866
8 197.17 0.3300 0.0 7.000 2.310 Vel = 18.85
8 0.0 3.26 0.0 10.170 25.815
to 120.0 0.0 0.0 0.0
9 197.17 0.0359 0.0 10.170 0.365 Vel = 7.58
9 160.76 3.26 0.0 10.170 26.180
to 120.0 0.0 0.0 0.0
10 357.93 0.1081 0.0 10.170 1.099 Vel = 13.76
10 114.96 3.26 2E 18.815 21.750 27.279
to 120.0 0.0 18.815 0.0
11 472.89 0.1810 0.0 40.565 7.341 Vel = 18.18
11 0.0 3.26 0.0 5.000 34.620
to 120.0 0.0 0.0 -8.090
205 472.89 0.1808 0.0 5.000 0.904 Vel = 18.18
0.0
472.89 27.434 K Factor = 90.28
12 21.77 1.049 E 2.0 10.460 7.406 K Factor =8.00
to 120.0 0.0 2.000 0.0
1 21.77 0.1522 0.0 12.460 1.896 Vel = 8.08
0.0
21.77 9.302 K Factor = 7.14
13 28.62 1.049 T 5.0 6.810 12.802 K Factor = 8.00
to 120.0 0.0 5.000 0.0
4 28.62 0.2526 0.0 11.810 2.983 Vel = 10.62
0.0
28.62 15.785 K Factor = 7.20
14 29.20 1.38 0.0 10.250 13.326 K Factor =8.00
to 120.0 0.0 0.0 0.0
15 29.2 0.0689 0.0 10.250 0.706 Vel = 6.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
JG TATE FIRE PROTECTION Page 7
N 16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "Cl, or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
15 29.97 1.61 0.0 12.000 14.032 K Factor = 8.00
to 120.0 0.0 0.0 0.0
16 59.17 0.1202 0.0 12.000 1.442 Vel= 9.32
16 31.47 1.61 0.0 10.920 15.474 K Factor = 8.00
to 120.0 0.0 0.0 0.0
17 90.64 0.2646 0.0 10.920 2.889 Vet = 14.28
17 34.28 2.067 0.0 12.000 18.363 K Factor= 8.00
to 120.0 0.0 0.0 0.0
18 124.92 0.1418 0.0 12.000 1.702 Vet= 11.94
18 35.84 2.067 T 10.0 1.210 20.065 K Factor = 8.00
to 120.0 0.0 10.000 0.0
19 160.76 0.2261 0.0 11.210 2.535 Vet = 15.37
19 0.0 2.067 T 10.0 2.000 22.600
to 120.0 0.0 10.000 0.866
9 160.76 0.2262 0.0 12.000 2.714 Vet = 15.37
0.0
160.76 26.180 KFactor= 31.42
20A 37.81 1.61 0.0 10.920 22.337 K Factor = 8.00
to 120.0 0.0 0.0 0.0
20 37.81 0.0525 0.0 10.920 0.573 Vet = 5.96
20 38.29 2.067 0.0 12.000 22.910 K Factor = 8.00
to 120.0 0.0 0.0 0.0
21 76.1 0.0567 0.0 12.000 0.680 Vet = 7.28
21 38.86 2.067 T 10.0 1.210 23.590 K Factor = 8.00
to 120.0 0.0 10.000 0.0
22 114.96 0.1217 0.0 11.210 1.364 VeI= 10.99
22 0.0 2.067 1 10.0 2.000 24.954
to 120.0 0.0 10.000 0.866
10 114.96 0.1216 0.0 12.000 1.459 Vet = 10.99
0.0
114.96 27.279 K Factor= 22.01
150 40.72 2.203 0.0 8.000 58.918
to 120.0 0.0 0.0 0.0
151 40.72 0.0130 0.0 8.000 0.104 Vet = 3.43
151 0.0 2.203 0.0 8.000 59.022
to 120.0 0.0 0.0 0.0
152 40.72 0.0131 0.0 8.000 0.105 Vet = 3.43
152 0.0 2.203 0.0 8.000 59.127
to 120.0 0.0 0.0 0.0
153 40.72 0.0131 0.0 8.000 0.105 Vet = 3.43
153 0.0 2.203 0.0 8.000 59.232
to 120.0 0.0 0.0 0.0
154 40.72 0.0130 0.0 8.000 0.104 Vet = 3.43
154 0.0 2.203 0.0 8.000 59.336
to 120.0 0.0 0.0 0.0
155 40.72 0.0131 0.0 8.000 0.105 Vet = 3.43 -
155 0.0 2.203 1 13.639 123.750 59.441
to 120.0 0.0 13.639 0.0
156 40.72 0.0131 0.0 137.389 1.795 Vet = 3.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fal aIcuIations - Hazen-Williams
JIG TATE FIRE PROTECTION Page 8
N 16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
156 0.0 2.203 T 13.639 1.830 61.236
to 120.0 0.0 13.639 0.793
157 40.72 0.0131 0.0 15.469 0.202 Vel = 3.43
157 0.0 6.357 0.0 10.000 62.231
to 120.0 0.0 0.0 0.091
158 40.72 0.0001 0.0 10.000 0.001 Vel = 0.41
158 40.72 6.357 0.0 10.000 62.323
to 120.0 0.0 0.0 0.091
159 81.44 0.0002 0.0 10.000 0.002 Vel = 0.82
159 40.76 6.357 0.0 9.980 62.416
to 120.0 0.0 0.0 0.091
160 122.2 0.0006 0.0 9.980 0.006 Vel = 1.24
160 166.94 6.357 0.0 10.000 62.513
to 120.0 0.0 0.0 0.134
161 289.14 0.0028 0.0 10.000 0.028 Vel = 2.92
161 41.56 6.357 2E 35.205 49.220 62.675
to 120.0 0.0 35.205 0.251
162 330.7 0.0036 0.0 84.425 0.306 Vel = 3.34
162 47.06 6.357 0.0 10.010 63.232
to 120.0 0.0 0.0 0.230
163 377.76 0.0045 0.0 10.010 0.045 Vel = 3.82
163 47.36 6.357 0.0 10.010 63.507
to 120.0 0.0 0.0 0.225
164 425.12 0.0058 0.0 10.010 0.058 Vel = 4.30
164 47.77 6.357 2E 35.205 5.600 63.790
to 120.0 0.0 35.205 0.052
TOR2 472.89 0.0070 0.0 40.805 0.286 Vel = 4.78
TOR2 0.0 8.249 B 14.094 25.160 64.128
to 120.0 0.0 14.094 10.810
BOR2 472.89 0.0020 0.0 39.254 0.077 Vel = 2.84
BOR2 0.0 8.249 2E 42.282 6.000 75.015
to 120.0 0.0 42.282 0.866
UGA 472.89 0.0020 0.0 48.282 0.095 Vel = 2.84
UGA 0.0 8.27 E 28.468 15.000 75.976
to 140.0 0.0 28.468 1.299
UG1 472.89 0.0015 0.0 43.468 0.064 Vel = 2.82
UG1 0.0 7.68 1 38.602 64.160 77.339
to 140.0 3E 59.557 152.202 0.0
UG2 472.89 0.0016 G 4.412 216.362 0.350 Vel = 3.28
S 49.631
UG2 -183.65 7.68 4E 79.41 344.510 77.689
to 140.0 0.0 79.410 0.0
UG3 289.24 0.0008 0.0 423.920 0.357 Vel = 2.00
UG3 0.0 7.68 2E 39.705 426.880 78.046
to 140.0 0.0 39.705 0.0
UG4 289.24 0.0008 0.0 466.585 0.394 Vel = 2.00
UG4 433.65 7.68 T 38.602 22.500 78.440
to 140.0 0.0 38.602 0.0
BF1 722.89 0.0046 0.0 61.102 0.281 Vel = 5.01
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams - *
JG TATE FIRE PROTECTION Page 9
N16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BF1 0.0 7.68 1 38.602 16.000 78.721
to 140.0 3E 59.557 98.159 4.514 * * Fixed Loss = 4.514
BF2 722.89 0.0046 Zaf 0.0 114.159 0.525 Vel = 5.01
BF2 0.0 7.68 2E 39.705 85.680 83.760
to 140.0 0.0 39.705 -1.299
TEST 722.89 0.0046 0.0 125.385 0.576 Vel = 5.01
0.0
722.89 83.037 K Factor= 79.33
UG2 183.65 7.68 0.0 90.620 77.689
to 140.0 0.0 0.0 0.0
HOSE 183.65 0.0004 0.0 90.620 0.033 Vel = 1.27
HOSE 250.00 7.68 2E 39.705 362.790 77.722 Qa = 250
to 140.0 0.0 39.705 0.0
UG4 433.65 0.0018 0.0 402.495 0.718 Vel = 3.00
0.0 -
433.65 78.440 K Factor= 48.96
150 -40.72 2.203 0.0 8.000 58.918
to 120.0 0.0 0.0 0.0
165 -40.72 -0.0131 0.0 8.000 -0.105 Vel = 3.43
165 0.0 2.203 0.0 8.000 58.813
to 120.0 0.0 0.0 0.0
166 -40.72 -0.0130 0.0 8.000 -0.104 Vel = 3.43
166 0.0 2.203 0.0 8.000 58.709
to 120.0 0.0 0.0 0.0
167 40.72 -0.0131 0.0 8.000 -0.105 Vel = 3.43
167 0.0 2.203 T 13.639 3.750 58.604
to 120.0 0.0 13.639 0.0
168 40.72 -0.0131 0.0 17.389 -0.227 Vel = 3.43
168 0.0 2.203 T 13.639 1.830 58.377
to 120.0 0.0 13.639 0.793
169 -40.72 -0.0131 0.0 15.469 -0.202 Vel = 3.43
169 0.0 6.357 0.0 10.000 58.968
to 120.0 0.0 0.0 0.091
170 40.72 -0.0001 0.0 10.000 -0.001 Vel = 0.41
170 -40.72 6.357 0.0 10.000 59.058
to 120.0 0.0 0.0 0.091
171 -81.44 -0.0003 0.0 10.000 -0.003 Vel = 0.82
171 -40.76 6.357 0.0 10.000 59.146
to 120.0 0.0 0.0 0.091
172 -122.2 -0.0006 0.0 10.000 -0.006 Vel = 1.24
172 305.95 6.357 0.0 9.990 59.231
to 120.0 0.0 0.0 0.117
173 183.75 0.0012 0.0 9.990 0.012 Vel = 1.86
173 -41.56 6.357 0.0 9.990 59.360
to 120.0 0.0 0.0 0.147
174 142.19 0.0008 0.0 9.990 0.008 Vel = 1.44
174 -47.06 6.357 0.0 10.000 59.515
to 120.0 0.0 0.0 0.156
175 95.13 0.0004 0.0 10.000 0.004 Vel = 0.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FrraIcalcuIations - Hazen-Williams
JG TATE FIRE PROTECTION Page 10
N16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
175 -47.37 6.357 0.0 10.010 59.675
to 120.0 0.0 0.0 0.143
176 47.76 0.0001 0.0 10.010 0.001 Vet = 0.48
176 0.0 2.203 T 13.639 1.830 59.819
to 120.0 0.0 13.639 -0.797
177 47.76 0.0175 0.0 15.469 0.271 Vet = 4.02
177 0.0 2.203 2T 27.277 152.190 59.293
to 120.0 0.0 27.277 0.282
178 47.76 0.0176 0.0 179.467 3.151 Vet = 4.02
178 0.0 2.203 T 13.639 1.830 62.726
to 120.0 0.0 13.639 0.793
164 47.76 0.0175 0.0 15.469 0.271 Vet = 4.02
0.0
47.76 63.790 K Factor = 5.98
170 40.73 2.203 T 13.639 1.830 59.058
to 120.0 0.0 13.639 -0.793
179 40.73 0.0131 0.0 15.469 0.202 Vet = 3.43
179 0.0 2.203 T 13.639 3.750 58.467
to 120.0 0.0 13.639 0.0
180 40.73 0.0131 0.0 17.389 0.228 Vet = 3.43
180 0.0 2.203 0.0 8.000 58.695
to 120.0 0.0 0.0 0.0
181 40.73 0.0130 0.0 8.000 0.104 Vet = 3.43
181 0.0 2.203 0.0 8.000 58.799
to 120.0 0.0 0.0 0.0
182 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43
182 0.0 2.203 0.0 8.000 58.904
to 120.0 0.0 0.0 0.0
183 40.73 0.0130 0.0 8.000 0.104 Vet = 3.43
183 0.0 2.203 0.0 8.000 59.008
to 120.0 0.0 0.0 0.0
184 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43
184 0.0 2.203 0.0 8.000 59.113
to 120.0 0.0 0.0 0.0
185 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43
185 0.0 2.203 0.0 8.000 59.218
to 120.0 0.0 0.0 0.0
186 40.73 0.0130 0.0 8.000 0.104 Vet = 3.43
186 0.0 2.203 0.0 8.000 59.322
to 120.0 0.0 0.0 0.0
187 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43
187 0.0 2.203 0.0 8.000 59.427
to 120.0 0.0 0.0 0.0
188 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43
188 0.0 2.203 1 13.639 123.750 59.532
to 120.0 0.0 13.639 0.0
189 40.73 0.0131 0.0 137.389 1.796 Vet = 3.43
189 0.0 2.203 T 13.639 1.830 61.328
to 120.0 0.0 13.639 0.793
158 40.73 0.0131 0.0 15.469 0.202 Vet = 3.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams I
' 4
JG TATE FIRE PROTECTION Page 11
N 16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
40.73 62.323 K Factor = 5.16
171 40.76 2.203 T 13.639 1.830 59.146
to 120.0 0.0 13.639 -0.793
190 40.76 0.0131 0.0 15.469 0.203 Vet = 3.43
190 0.0 2.203 1 13.639 3.750 58.556
to 120.0 0.0 13.639 0.0
191 40.76 0.0131 0.0 17.389 0.228 Vet = 3.43
191 0.0 2.203 0.0 8.000 58.784
to 120.0 0.0 0.0 0.0
192 40.76 0.0130 0.0 8.000 0.104 Vet = 3.43
192 0.0 2.203 0.0 8.000 58.888
to 120.0 0.0 0.0 0.0
193 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43
193 0.0 2.203 0.0 8.000 58.993
to 120.0 0.0 0.0 0.0
194 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43
194 0.0 2.203 0.0 8.000 59.098
to 120.0 0.0 0.0 0.0
195 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43
195 0.0 2.203 0.0 8.000 59.203
to 120.0 0.0 0.0 0.0
196 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43
196 0.0 2.203 0.0 8.000 59.308
to 120.0 0.0 0.0 0.0
197 40.76 0.0130 0.0 8.000 0.104 Vet = 3.43
197 0.0 2.203 0.0 8.000 59.412
to 120.0 0.0 0.0 0.0
198 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43
198 0.0 2.203 0.0 8.000 59.517
to 120.0 0.0 0.0 0.0
199 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43
199 0.0 2.203 T 13.639 123.750 59.622
to 120.0 0.0 13.639 0.0
200 40.76 0.0131 0.0 137.389 1.799 Vet = 3.43
200 0.0 2.203 T 13.639 1.830 61.421
to 120.0 0.0 13.639 0.793
159 40.76 0.0131 0.0 15.469 0.202 Vet = 3.43
0.0
40.76 62.416 KFactor= 5.16
172 -305.95 2.203 T 13.639 1.830 59.231
to 120.0 0.0 13.639 -0.793
201 -305.95 -0.5453 0.0 15.469 -8.435 Vet = 25.75
201 0.0 2.203 T 13.639 3.750 50.003
to 120.0 0.0 13.639 0.0
202 -305.95 -0.5453 0.0 17.389 -9.482 Vet = 25.75
202 0.0 2.203 0.0 8.000 40.521
to 120.0 0.0 0.0 0.0
203 -305.95 -0.5452 0.0 8.000 -4.362 Vet = 25.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
F1a(lCaIcuIations
- Hazen-Williams
JG TATE FIRE PROTECTION Page 12
N 16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
203 0.0 2.203 0.0 8.000 36.159
to 120.0 0.0 0.0 0.0
204 -305.95 -0.5454 0.0 8.000 -4.363 Vel = 25.75
204 0.0 2.203 0.0 8.000 31.796
to 120.0 0.0 0.0 0.0
205 -305.95 -0.5452 0.0 8.000 -4.362 Vel = 25.75
205 472.88 2.203 0.0 8.000 27.434
to 120.0 0.0 0.0 0.0
206 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05
206 0.0 2.203 0.0 8.000 28.856
to 120.0 0.0 0.0 0.0
207 166.93 0.1779 0.0 8.000 1.423 Vel = 14.05
207 0.0 2.203 0.0 8.000 30.279
to 120.0 0.0 0.0 0.0
208 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05
208 0.0 2.203 0.0 8.000 31.701
to 120.0 0.0 0.0 0.0
209 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05
209 0.0 2.203 0.0 8.000 33.123
to 120.0 0.0 0.0 0.0
210 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05
210 0.0 2.203 T 13.639 123.750 34.545
to 120.0 0.0 13.639 0.0
211 166.93 0.1778 0.0 137.389 24.425 Vel = 14.05
211 0.0 2.203 T 13.639 1.830 58.970
to 120.0 0.0 13.639 0.793
160 166.93 0.1778 0.0 15.469 2.750 Vel = 14.05
0.0
166.93 62.513 KFactor= 21.11
173 41.56 2.203 T 13.639 1.830 59.360
to 120.0 0.0 13.639 -0.793
212 41.56 0.0136 0.0 15.469 0.211 Vel = 3.50
212 0.0 2.203 T 13.639 59.740 58.778
to 120.0 0.0 13.639 0.0
213 41.56 0.0136 0.0 73.379 0.996 Vel = 3.50
213 0.0 2.203 0.0 8.000 59.774
to 120.0 0.0 0.0 0.009
214 41.56 0.0135 0.0 8.000 0.108 Vel = 3.50
214 0.0 2.203 E 6.819 123.750 59.891
to 120.0 0.0 6.819 0.009
215 41.56 0.0136 0.0 130.569 1.773 Vel = 3.50
215 0.0 2.203 T 13.639 1.830 61.673
to 120.0 0.0 13.639 0.793
161 41.56 0.0135 0.0 15.469 0.209 Vel = 3.50
0.0
41.56 62.675 K Factor = 5.25
174 47.06 2.203 T 13.639 1.830 59.515
to 120.0 0.0 13.639 -0.797
216 47.06 0.0171 0.0 15.469 0.264 Vel = 3.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams .7 ,
JG TATE FIRE PROTECTION Page 13
N 16108-Roof System 2 Area 4 Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
216 0.0 2.203 2T 27.277 152.230 58.982
to 120.0 0.0 27.277 0.126
217 47.06 0.0171 0.0 179.507 3.067 Vel = 3.96
217 0.0 2.203 T 13.639 1.830 62.175
to 120.0 0.0 13.639 0.793
162 47.06 0.0171 0.0 15.469 0.264 Vel = 3.96
0.0
47.06 63.232 K Factor = 5.92
175 47.36 2.203 T 13.639 1.830 59.675
to 120.0 0.0 13.639 -0.793
218 47.36 0.0173 0.0 15.469 0.268 Vel = 3.99
218 0.0 2.203 2T 27.277 152.210 59.150
to 120.0 0.0 27.277 0.195
219 47.36 0.0173 0.0 179.487 3.102 Vel = 3.99
219 0.0 2.203 T 13.639 1.830 62.447
to 120.0 0.0 13.639 0.793
163 47.36 0.0173 0.0 15.469 0.267 Vel = 3.99
0.0
47.36 63.507 K Factor= 5.94
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
f fc 24(ce box
Material Submittal
For
Raceway Lot 16
3248 Lionshead Ave.
Carlsbad, CA
Submitted By:
J.G. Tate Fire Protection Systems Inc.
13771 Danielson St. Suite F
Poway, CA 92064
Recessed Concealed Recessed
Horizontal Sidewall Pendent Pendent/FP
Bulletin 014 Rev. N 11
Ril iabui Model Fl FR Series
Quick Response
Glass Bulb Sprinklers
M
Model Fl FR56 Sprinkler Types
Standard Spray Upright
Standard Spray Pendent
Cur ivr itiui cli Lip, yl iti'Fti ti nt
Vertical Sidewall
Horizontal Sidewall
Model Fl FR56 Recessed Sprinkler Types
Standard Spray Pendent
Horizontal Sidewall
Model Fl FR56 Concealed Sprinkler Types
Standard Spray Pendent
Model F1FR42, F1FRXLH & F1FR28 Sprinkler
Types
Standard Spray Upright
Standard Spray Pendent
Model Fl FR40 Sprinkler Types
Standard Spray Pendent
Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28
Recessed Sprinkler Types
Standard Spray Pendent
Model Fl FR56LL & Fl FR42LL NSF Certified Low
Lead Sprinkler Types
Standard Spray Pendent with less than 0.25% Lead
Content
Listing & Approvals
The following organizations provide Listings or Approvals
for various Model Fl FR series sprinklers. See the Design
and Installation table in this Bulletin for information on
specific listings and approvals applicable to each sprin-
kler.
Underwriters Laboratories Inc. and Certified for
Canada (cULus).
FM Approvals (FM)
Loss Prevention Certification Board (LPCB)
VdS Schadenverhutung GmbH (VdS)
NSF Certified to NSF/ANSi Standard 61 Annex G
(NSF)
EC Certificate: 0786-CPD-40239 (RA1414), 0786-
CPD-40251 (RA1425), 0786-CPD-4022 (RA1475)
(EC)
UL Listing Category
Sprinklers, Automatic & Open (VNiV)
Quick Response Sprinkler
Reliable Automatic Sprinkler Co., Inc., 103
V.'- •'
MM:
Almk
Upright Pendent Conventional
Vertical Sidewall Horizontal Sidewall Recessed
PendentJF1/F2
XLH Upright XLH Pendent XLH Recessed
Pendent F1/F2
Product Description
Reliable Model El FR series sprinklers
are quick-response ajtomatic sprin-
klers with a glass bulb thermal element.
Model F1 FR series sprhklers are Stan-
dard Spray sprinklers, with the excep-
tion of the Model El FR56 Conventional XLH Recessed
sprinkler which is an Old-style/Conven- Pendent FP
tional sprinkler.
The Model F1FR Series automatic sprinklers utilize a 3.0
mm frangible glass bulb. These sprinklers have demonstrat-
ed response times in laboratory tests which are five to ten
times faster than standard response sprinklers. This quick
response enables the Model Fl FR Series sprinklers to apply
water to a fire faster than standard-response sprinklers of the
same temperature rating.
The glass bulb consists of an accurately controlled amount
of special fluid hermetically sealed inside a precisely man-
ufactured glass capsule. This glass bulb is specially con-
structed to provide fast thermal response.
Fairview Park Drive, Elmsford, New York 10523
At normal temperatures, the glass bulb contains the fluid
in both the liquid and vapor phases. The vapor phase can
be seen as a small bubble. As heat is applied, the liquid
expands, forcing the bubble smaller and smaller as the liq-
uid pressure increases. Continued heating forces the liquid
to push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrib-
ute the discharging water.
Model Fl FR Series sprinklers provide a wide range of op-
tions where quick-response, glass bulb sprinklers are used:
Pendent, recessed pendent, upright, horizontal side-
wall, and vertical sidewall deflectors
K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60
metric), and 5.6 (80 metric)
Flush, recessed, and concealed installations
See the Design and Installation Information table in this
Bulletin for information on the approvals and availability of
specific Model F1FR series sprinkler configurations.
Model F1FR Recessed Pendent and Recessed Horizon-
tal Sidewall sprinklers are required to be used with Reliable
Model Fl, F2, or FP recessed escutcheons. See the Re-
cessed Escutcheon Data table in this Bulletin for listing and
approval information with each specific Model F1FR series
sprinkler. Model Fl and F2 recessed escutcheons, shown in
Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch
(19mm) and 1/2-inch (12.7mm) of adjustment, respectively.
Model FP recessed escutcheons, shown in Fig. 2, provide a
1/2-inch (12.7mm) threaded adjustment.
Model F1FR56 Concealed Pendent and Model F1FR56LL
Concealed Pendent sprinklers are required to be used with
Model CCP cover plates. A standard profile Model CCP cov-
er plate is available that provides up to 1/2-inch (12.7mm) of
cover plate adjustment. In addition, a low profile Model CCP
cover plate is also available that provides up to 5/16-inch
(8.0mm) of cover plate adjustment. See the Design and In-
stallation Information and Listed and Approved Temperature
Ratings tables in this Bulletin for further information on ap-
proved cover plate options.
Application
Model F1FR Series sprinklers are intended for use in
accordance with NFPA 13, FM Property Loss Prevention
Data Sheets, and the requirements of the Authority Hav-
ing Jurisdiction. Care must be exercised that the k-factor,
temperature rating, deflector style, and sprinkler type are
in accordance with the requirements of the applicable
design and installation standards. In addition, Model
Fl FR Series sprinklers must be used in accordance with
their listings and approvals, as well as the information
provided in this Bulletin.
Installation
Glass bulb sprinklers have orange bulb protectors or pro-
tective caps to minimize bulb damage during shipping, han-
dling and installation. Reliable sprinkler installation wrench-
es are designed to install sprinklers with bulb protectors in
place. Remove the bulb protector at the time when the sprin-
kler system is placed in service for fire protection. Removal
of the bulb protector before this time may leave the bulb vul-
nerable to damage. Remove bulb protectors by undoing the
clasp by hand. Do not use tools to remove bulb protectors.
in
Model F1FR Series sprinklers must be installed with the
Reliable sprinkler installation wrench identified in the Design
and Installation Information table in this Bulletin. Any other
wrench may damage the sprinkler. A leak tight sprinkler joint
can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m).
Do not tighten sprinklers over the maximum recommended
installation torque. Exceeding the maximum recommended
installation torque may cause leakage or impairment of the
sprinkler.
Recessed Sprinklers
Model Fl FR Series Recessed sprinklers are to be installed
as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe-
cific model being installed. The Recessed Escutcheon Data
table in the Bulletin identifies the only recessed escutcheons
that are permitted to be used with each Model F1FR Series
Recessed sprinkler. The use of any other recessed escutch-
eon will void all approvals and negate all warranties.
Concealed Sprinklers
Model F1FR Series Concealed Pendent sprinklers are to
be installed as shown in Fig. 4 or Fig. 5, as applicable to the
selected cover plate. Model F1FR56 Concealed Pendent
and Model Fl FR56LL Concealed Pendent sprinklers have
a factory-installed Model CCP cup. A protective cap is in-
stalled at the factory that should remain on the sprinkler until
the sprinkler is installed and should then be reinstalled on
the sprinkler until the cover plate is installed. The concealed
sprinkler assemblies are completed by the installation of a
Model CCP push-on/thread-off cover plate assembly. The
cover plate and sprinkler cup assemblies are joined using
a cover plate skirt with flexible tabs for threaded engage-
ment. A choice of two Model CCP cover plate assemblies
provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover
adjustment. Do not install Model F1FR Series Concealed
Pendent sprinklers in ceilings which have positive pressure
in the space above.
Model Fl FR Series Concealed Pendent sprinklers require a
2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The
Model RC1 wrench is used to engage the sprinkler wrenching
surfaces and to install the sprinkler in the fitting. Remove the
protective cap to install the sprinkler, then reinstall the protective
cap until the cover plate is installed. When inserting or remov-
ing the wrench from the sprinkler/cup assembly, care should be
taken to prevent damage to the sprinkler. Do not wrench any
other part of the sprinkler/cup assembly. Installation is com-
pleted by removing the protective cap from the sprinkler and
pushing the cover plate onto the cup. Final adjustment is made
by hand turning the cover plate until the skirt flange makes full
contact with the ceiling. Cover plate removal requires turning the
cover plate in the counter clockwise direction After installation,
inspect all sprinklers to ensure that there is a gap between the
cover plate and ceiling and that the four cup slots are open and
free from any air flow impediment to the space above.
Concealed cover plate/cup assemblies are listed only for
use with specific sprinklers. The use of any concealed cover
plate/cup assembly other than the Reliable Model CCP with
Model Fl FR56 Concealed Pendent and Model Fl FR56LL
Concealed Pendent sprinklers or the use of the Model CCP
Concealed cover plate assembly on any sprinkler with which
it is not specifically listed my prevent good fire protection and
will void all guarantees, warranties, listings and approvals.
Technical Data:
Sensitivity: Quick-response
Thread Size: 1/2-inch NPT standard ISO 7-R1/2 optional
Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostaticaly to 500 psi (34.5 bar)
SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar)
Design and Installation Information
Model
Nominal
K-factor
Nominal
Orifice
Diameter
Deflector/
Orientation
Nominal
Sprinkler
Height
lnstallatio,
Wrench SIN
mm
Listings
and
Approvals
Approval
Notes
US Metric inches mm inches
F1FR28 2.8 40 3/8 10
Pendent 225 57 D RA1411 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2
Upright 2.25 57 D RA1421 cULus 1,2
F1FR40 4.0 57 3/8 10
Pendent 2.25 57 0 RA1418 VdS
Recessed Pendent 2.25 57 GFR2 RA1418 VdS
F1FR42 4.2 60 7/16 10
Pendent 2.25 57 D RA1413 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2
Upright 2.25 57 D RA1423 cULus 1,2
F1FR42LL 4.2 60 7/16 10
Pendent 2,25 57 0 RA1410 cULus, NSF
Recessed Pendent 2.25 57 GFR2 RA1410 cULus, NSF
F1FRXLH
(F1FR42
with Pintle)
4,2 60
i
7/16
I
10
Pendent 2.25 57 0 RA1413 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2
I I I 9 9 1, 1;7I fl I 0A1A99 I ,i ii I I 9
I I I I Recessed Pendent 2.25 1 57 GFR2 RA1414 LPCBVdSEC 1,2,3,4
F1FR56 5.6 80 1/2 15 I Concealed Pendent 2.25 57 RC1 RA14141 cULus,VdS,EC 5,6
cULus, FM, Upright 2.25 57 D RA1425 LPCB, VdS, EC 1,2,3,4
Conventional 2.25 57 0 RA1475 LPCB, VdS, EC 4 (Pendent or Upright)"
Pendent 2.25 57 0 RA1415 cULus, NSF 1
F1FR56LL 5.6 80 1/2 . 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF
Concealed Pendent 2.25 57 RC1 RA1414 cULus, NSF 6
Horizontal Sidewall 2.63 67 0 RA1435 cULus, FM 1,2,3,7
F1 FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 1RA1435 cULus, FM 8 Sidewall
F1FR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 D RA1485 cULus, FM, 1,2,3,9 (Pendent or Upright) LPCB
cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating.
2) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel RIFE plating.
(3) Available with FM approved Polyester coating in black or white.
i4) Available with LPCB and VdS approved Polyester coating.
VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature iaLnd sprinklers only. VdS approved sprin-
klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only.
) Model F1 FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model OCR cover plates,
available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (B.c.) mm) of adjustment.
i7( cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the Fl FR56 Hori-
zontal Sidewall sprinkler is for Light Hazard occupancies only.
18) cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only.
(9) The Fl FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil-
ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the
Pendent position only.
3.
Listed and Approved Temperature Ratings
Model Deflector/
Orientation
Ordinary Temp.
Classification
100°F (38°C) Max. Ambient
Temp.
Intermediate Temp.
Classification
150°F (65°C) Max. Ambient
Temp.
High Temp.
Classification
225°F (1070C) Max.
Ambient Temp.
135°F (57°C)
Temp. Rating
155°F (68°C)
Temp. Rating
175°F (79°C)
Temp. Rating
200°F (93°C)
Temp. Rating
286°F (141°C) Temp.
Rating
Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb
Pendent cULus
F1FR28 Recessed Pendent cULus --
_________ Upright cULus
Pendent VdS F1FR40
Recessed Pendent VdS --
Pendent cULus
Fl FR42 Recessed Pendent cULus --
_________ Upright cULus
Pendent -- cULus, NSF -- F1FR42LL
Recessed Pendent -- cULus, NSF --
Pendent cULus
F1FRXLH Recessed Pendent cULus --
r Upright cULuc
Pendent cULus, FM, LPCB, VdS, EC
Recessed Pendent cULus, FM, LPCB, VdS, EC --
F1FRS6 Concealed Pendent* cULus cULusVdSEC I cULus --
Upright cULus, FM, LPCB, VdS, EC
________
"Conventional
(Pendent or Upright)" LPCB VdS EC
Pendent -- cULus, NSF --
F1FR56LL Recessed Pendent -- cULus, NSF --
_________ Concealed Pendent* -- cULus, NSF --
Horizontal Sidewall cULus, FM
Fl FR56 Recessed Horizontal
Sidewall cULus, FM --
_________
F1FR56 Vertical Sidewall (Pen-
dent _or_Upright) cULus, FM, LPCB
* Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model
CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover
plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate.
Recessed Escutcheon Data
Listed and Approved Recessed Escutcheons
Model Fl Model F2 Model FP
Model Deflector/ (Fig. 1' & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm)
adjustment adjustment adjustment
F1FR28
- - - Recessed Pendent
Recessed Pendent -- -
cULus
VdS
cULus
VdS
cULus
VdS
RA1411
RA1418 F1FR40 - -- --
Recessed Pendent F1FR42 cULus - - cULus cULus RA1413
F1FR42LL Recessed Pendent cULus, NSF cULus, NSF - - cULus, NSF RA1410
F1FR42XLH Recessed Pendent cULus cULus cULus RA1413
F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS, EC
F1FR56LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1415
F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435
2 1/4 HOLE 0/A.
[57.2mm]
TURN COLLAR
UNTIL TIGHT
AGAINST SPRINKLER
WRENCH BOSS
Fl ESCUTCHEOJ_
3/4 '[19mm]
ADJUSTMENT
F2 ESCUTCHEON
1/2"[12.7mm]
ADJUSTMENT
1" X 1/2" REDUCER
FACE OF FITTING
TO FACE OF CEILING DIMENSION
Fl ESCUTCHEON
AT MAXIMUM RECESS 1 "[25.4mm]
AT MINIMUM RECESS = 3/8"[9.5mm]
A. / F2 ESCUTCHEON
AT MAXIMUM RECESS = 3/4 "[19mm]
AT MINIMUM RECESS = 3/8 "[9.5mm]
Fl ESCUTCHEON
7/8' AT MAXIMUM RECESS = 7/8 "[22.2mm] / AT MINIMUM RECESS 1-5/8 "[41.3mm] [3.2mm] F2 ESCUTCHEON
AT MAXIMUM RECESS 1-118'T28. 5mm]
AT MINIMUM RECESS = 1-5/8"[41.3mm]
2 27/32" 0/A.
[72.2mmj
Hg. 1
Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH&F1FR28
Recessed Pendent sprinkler with Model Fl o F2 escutcheon
L--_—_±-----
I 1" X 1/2" REDUCER
2 5/8"DM. [667mm]
HOLE IN CEILING
2 5/16" DIA. [58.7mm]
CUP
CE/LING- FACE OF FITTING
TO FACE OF CEILING
DIMENSION
AT MAXIMUM RECESS = 1-1/2"[38mm]
AT MINIMUM RECESS = 1 'T25. 4mm]
AT MAXIMUM RECESS = 9/16'T14mmI
ADJUSTMENT
Fig. 2
Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FFXLH & Fl FR28
Recessed Pendent sprinkler with Model FP escutcheon
5.
Fl ESCUTCHEON
AT MAXIMUM RECESS = 1-3/8"[34 mm]
H AT MINIMUM RECESS = 2-1/16" 2.4mm]
I V _ F2 ESCUTCHEON
AT MAXIMUM RECESS 1-518'T4 1 3mm]
1/8" AT MINIMUM RECE 2- 1/16"[52.4mm]
3.2mm]
NN NN
NN
FACE OF FITTING
TO FACE OF CEILING DIMENSION
Fl ESCUTCHEON
AT MAXIMUM RECESS = 1 "[25.4mm]
AT MINIMUM RECESS = 3/8 "[9.5mm]
F2 ESCUTCHEON
AT MAXIMUM RECESS = 3/4"[19mm]
AT MINIMUM RECESS = 3/8 "[9.5mm]
2 1/4" HOLE DIA.
[5 7.2mm]
1" X 1/2" REDUCER
API
54
1 15/16" DIA.4
2 27/32" DIA.
[72.2mm]
I
TURN COLLAR U
TIGHT AGAINS PRINKLER Fl ESCUTCHEON WRENCH S.
3/4"[19mm] ADJUSTMENT H F2 ESCUTCHEON
1/2"[12. 7mm] ADJUSTMENT
T (1)
4"-12"
[10 1.6mm-304.8mm]
CEILING TO
DEFLECTOR
Ol3FO3E
RECESSED HSW w/F1 OR F2 ESCUTCHEON
(1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY
Fig.3
Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model El or F2 escutcheon
1" x 1/2" REDUCING
TEE OR ELBOW
-. t- +Jl --
---
518
2 5/16" 01/I - HOL
CUP
CEILING -
1/2" MAX.
J
COVER ADJUSTM
COVER PLATE
-ASSEMBL Y
SPRINKLER
1 1/2" MAX.
FACE OF FITTING
FACE OF CEILING i
DIMENSION
_TO
15/16"
J 5/16" DIA.
CONCEALED, 1 /2" ADJUSTMENT 017FG0IA
Fig.4
Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth
1/2-inch (12.7mm) adjustment - Model CCP cover plate
101
1" x 1/2" REDUCING
TEE OR ELBOW
2 5/16" CIA
CUP
CEILING
5/16" MA
cç
COVER AD J ENT
PLATE — VER
ASSEMBLY
SPRINKLER
I1III:
oIA.
-_I HO IN CEILING
1 1/2" MAX.
FACE OF FITTING.
TO FACE OF CEILING
DIMENSION
3/4"
3 5/16" CIA.
CONCEALED, 5/16" ADJUSTMENT O7FGO2A
Fig. 5- Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with low profile
5/16-inch (8.0mm) adjustment - Model CCP cover plate
Maintenance
The Model Fl FR Series sprinklers should be inspected and
the sprinkler system maintained in accordance with NFPA
25. Do not clean sprinklers with soap and water, ammonia or
any other cleaning fluids. Remove dust by using a soft brush
or gentle vacuuming. Replace any sprinkler which has been
painted (other than factory applied) or damaged in any way.
A stock of spare sprinklers should be maintained to allow
quick replacement of damaged or operated sprinklers.
Finishes (1)
Standard Finishes
Sprinkler Escutcheon Cover platet1>
Bronze Brass Chrome
Chrome Plated Chrome White
Polyester Plated
Coated (4)(5)(6) White Painted
Special Application Finishes
Sprinkler Escutcheon Cover plate>
Electroless Nickel
PTFE(7)PTFE
Electroless Nickel Bright Brass
Bright Bras S(3) Bright Brass Black Plating
Black Plated Black Plated Black Paint
Black Paint(2)t6 Black Paint Off White
Off White (2)(1) Off White Satin Chrome
Chrome Dull Chrome Dull
Other finishes and colors are available or special order. Consult the
factory for details. Custom color painted sprinklers may not retain their
UL Corrosion resistance listing, Coverplate custom paint is semi-gloss,
unless specified otherwise.
cULus Listed only.
200°F (93°C) maximum.
cULus listed "corrosion resistance" applies to SIN Numbers RA1435
(HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and
RA1415 (Pendent) in standard black or white. Corrosion resistance in
other polyester colors is available upon request.
FM Approvals finish as "Polyester coated' applies to SIN Number
RA1414, RA1435 and RA1425 in standard black or white.
LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418
(VdS) and RA1475,
cULus listed Corrosion Resistant 7
Material Data
Frame: DZR Brass, OM Brass, or Lcw Lead Brass
Deflector: CDA Alloy 220, 260, or 510
Load Screw\Pintle: ,CDA Alloy 360 or 544
Cup: CDA Alloy 651 or 693
Washer: Nickel Alloy 440 or 360, costed with PTFE
Adhesive Tape
Bulb: Glass
Ordering Information
Specify:
Sprinkler Model: [Fl FR28][F1 FR4O][F1 FR42]
[Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL]
Sprinkler Deflector/Orientation: [Pendent] [Recessed
Pendent] [U prig htjrConventional][Horizontal Sidewall]
[Recessed Horizontal Sidewall] [Vertical Sidewall]
Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2]
Sprinkler Temperature Rating: [135°F (57°C)][155°F
(68°C)] [175°F (79CC)] [200°F (93°C)] [286°F (141 °C)]
Sprinkler Finish
Escutcheon Model: [F1][F2][FP]
Escutcheon Finish (where applicable)
Cover plate Model: [standard profile COP 1/2-inch
(12.7mm) adjus:ment][low profile CC? 5/16-inch
(8.0mm) adjustment]
Cover plate Temoe-ature Rating: [135°F (570C) for use
with Ordinary Temperature sprinklers][ 165°F (74°C)
for use with Intermediate Temperature sp:inklers]
Cover plate Finish
Note: When Model F1FR Series Recessed sprinklers are ordered, the
sprinklers and escutcheons are packaged separately.
Reliable...For Complete Protection
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision-made Reliable products that guard life and property from fire around the clock.
Automatic sprinklers
Flush automatic sprinklers
Recessed automatic sprinklers
Concealed automatic sprinklers
Adjustable automatic sprinklers
Dry automatic sprinklers
Intermediate level sprinklers
Open sprinklers
Spray nozzles
Alarm valves
Retarding chambers
Dry pipe valves
Accelerators for dry pipe valves
Mechanical sprinkler alarms
Electrical sprinkler alarm switches
Water flow detectors
Deluge valves
Detector check valves
Check valves
Electrical system
Sprinkler emergency cabinets
Sprinkler wrenches
Sprinkler escutcheons and guards
Inspectors test connections
Sight drains
Ball drips and drum drips
Control valve seals
Air maintenance devices
Air compressors
Pressure gauges
Identification signs
Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recycled
® (800) 431-1588 Sales Offices ' Paper Reliabi (914) 829-2042 Corporate Offices C (800) 848-6051 Sales Fax Revision lines indicate updated or new data.
www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 12 /15 P/N 9999970300
Bulletin 117 Rev. Y
Model Fl LO
K 8.0(115 metric) Rellab-le Standard Response
Sprinklers
Model Fl LO Sprinkler
Standard Spray Upright
Standard Spray Pendent
Extended Coverage Pendent
Conventional
Model Fl LO Recessed Sprinkler
Recessed Standard Spray Pendent
Recessed Extended Coverage Pendent
1,
Upright Pendent
For Model Fl ½" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprinkler
Types refer to Bulletin 013, 024 or 027 for technical speci-
fications and approvals.
Approval Organizations
Underwriters Laboratories Inc. (UL)
Underwriters' Laboratories of Canada (ULC)
Factory Mutual Approvals (FM)
Loss Prevention Council (LPCB, UK)
VdS Schadenverhutung Gmbh
EC Certificate: 1438-CPD-0041 (R1712)
1438-CPD-0040 (Ri 722)
UL Listing Category
Sprinklers, Automatic & Open (VNIV)
Product Description
Model Fl LO series sprinklers are K8.0 (115) standard-
response sprinklers with a glass bulb operating element.
The sprinklers use a compact frame for a low-profile,
decorative appearance. Model El LO series sprinklers
are available in a variety of finishes as indicated in the
Finishes table in this Bulletin.
Standard spray Model Fl LO sprinklers are available in
pendent, recessed pendent, and upright configurations.
Extended coverage pendent and recessed pendent
Model Fl LO sprinklers are available for modifications or
additions to existing light hazard sprinkler systems with
standard-response sprinklers as well as for replacement
of individual standard-response sprinklers in existing
light hazard sprinkler systems. A conventional (old-style)
Model Fl LO sprinkler is also available. Refer to the In-
stallation Data in this Bulletin for additional information on
each specific Model Fl LO sprinkler.
Model Fl LO sprinklers are available in a range of tem-
perature ratings as indicated in the Temperature Ratings
table in this Bulletin, which may be modified by the Instal-
lation Data for each specific model.
Conventional Recessed Pendent
Extended Coverage Recessed Extended
Pendent Coverage Pendent
Model Fl LO & Fl LO Recessed Sprinklers
Application
Model Fl LO and Fl LO Recessed sprinklers are used in
fixed fire protection systems: Wet, Dry, Deluge or Preaction.
Care must exercised that the orifice size, temperature rat-
ing, deflector style and sprinkler type are in accordance with
the latest published standards of the National Fire Protection
Association or the approving Authority Having Jurisdiction.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
DEFLECTOR
SCREW LOAD
BULB
WASHER
CUP
FRAME
t
Technical data:
Def lector Nominal Thread Max. Min.Temperature Models Response On Working Working Finish
Pressure Pressure
Upright K 8.0 3/" NFl See See Fl LO Standard Pendent (115 metric) or ISO 7-1R3% 175 psi 7 psi Temperature "Finish Table" Conventional Ratings Table
Material Data:
Frame Deflector Load Screw Cup Washer Bulb
CDA Alloy 210, 220, 314, 316, 360 CDA Alloy 314 DZR Brass Nickel Alloy 440 or Alloy 360 QM Brass CDA Alloy 510 or or
CDA Alloy 544 CDA Alloy 353 coated with PTFE Adhesive Tape Glass
See "Installation Data" tables for additional information on each sprinkler model.
(1) Model Fl LO Pendent, Recessed Pendent, Extended Coverage Pendent, Extended Coverage Recessed Pendent,
and Upright sprinklers (SIN R1712, R1722, R1742) are cULus Listed for 250 psi (17 bar).
2.
Model Fl LO Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sprinkler Wrench
lip
Urjripht Pendent Conventional
Installation Data:
Nominal
Orifice Thread Size
I
Nominal K-Factor I ___________ Sprinkler
Height
Approval
I Organization i I
Sprinkler Identification
Numbers (SIN) _____________________________
I US I Metric Upright I Pendent
Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position
17/32" (20mm) 3/4" NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,3,4 11) R1722(1)0)(1)A1
Conventional-Install in Upright or Pendent Position
20mm 3%" NPT(R3/4) 8.0 1 115 58.1mm 1 4 R1772
11) LPCB Approval up to 286°F (141°C)
FM Approval for SSU up to and including 200°F (930C).
Polycoated upright UL and ULC listed corrosion resistant R1722.
FM Approved for polycoated sprinklers R1722, R1712.
Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant.
Model Fl LO Recessed Pendent Sprinkler
Installation Wrench: Model GFR2 Sprinkler Wrnr.h
rieesseu rertoerit
FACE OF REIING
TO FACE OF CEILING DIMENSION
Fl ESCUTCHEON
AT MAXIMUM RECESS - 17254mm]
AT MINIMUM RECESS = 3/879.5mm1
I F2 ESCUTCHEON
AT MAXIMUM RECESS - 3/4718mm]
AT MINIMUM RECESS = 3/879.5mm1
Fl ESCUTCHEON
AT MAXIMUM RECESS = 7/8722.2mm]
AT MINIMUM RECESS - 1-5/8741.3mm] F2 ESCUTCHEON
AT MAXIMUM RECESS = 1-1/8728.6mm]
AT MINIMUM RECESS - 1-5/8741.3mm]
2O14.l
(22.2LHH,)
2 I/C HOLE OH.
5/ILE 014 (4H2mj
-
r -
TURN COLLAR
UNTIL
SCHT
AGAINST SPRINKLER
T -r
L.
ADJUSTMENT (11
ADJUSTMENT
vvnen instaiiea oirectiy into a tee, ine escui.cneon aimensions aajustment we oe reaucea.
Installation Data:
I Approval 1 Sprinkler Identification Nominal Orifice Thread Size Nominal K-Factor
jj — Sprinkler Height App
1 Organization Numbers (SIN)
17/32" (20mm) 3%" NPT(R3/4) I 8.0 I 115 2.3" (58mm) 2-,4,8 A1712I1I2)
LPCB Approval is for 57°C through 93°C ratings.
2) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant
3.
Extended Coverage Pendent
Model Fl LO Extended Coverage Pendent Sprinkle-"
Deflector: EC Pendent
Installation Wrench: Model D Sprinkler Wrench
Approval Type: Extended Coverage - Light Hazard cupancy
Coverage Area
Flow
Rate
Pressure Nominal
K=8.O (115) JZ Max. Area
Width x Length
gpm Llmin psi bV ft. x ft. m x m
26 98.4 10.6 16x 16 4.9 x 4.9
33 125.0 17.0 vf 1,2 18 x 18 5.5 x 5.5
40 151.4 I( { 1,7 20x20 6.0x6.0
Installation Data:,--,"
Nominal [,.Thad I Nominal K-Factor Sprinkler Approval Temperature Rating Sprinkler
Orific,,T Size US Metric Height Organization OF OcIdentification
Numbers (SIN)
I NPT I I 8.0 I 115 2" . 2 I 1,2 135, 155 57,68 R1742" IIA\ j
Model Fl LO Recessed Extended Coverage Pendent Sprinkler
Deflector: EC Pendent
Installation Wrench: Model GFR2 Sprinkler Wrench
Approval Type: Extended Coverage - Light Hazard Occupancy
e \LLJIIIIII) U/"') I I \.JUIIIIIJ/ I
(1) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant.
II 7F'CO2B
2 I/O" I-ISLE (57.2mm]
r49.2—]
I I5/I6 014
I X 3/4"
PACE OF NmNC
TO FACE OF CEILING DIMENSION
Fl ESCUTCHEON
AT MAXIMUM RECESS = I "[25 4mm] L
AT MINIMUM RECESS = 3/8(9.5mm]
P2 ESCUTCHEON
AT MAXIMUM RECESS = .3/4[19mm]
AT MINIMUM RECESS 3/9[95mm]
Recessed Pendent
TURN COLLAR
UNTIL TICI-IT
AGAINST SPRINKLER
WRENCH BOSS
mr rfl
Fl ESCUTCHEON r"
ADJUSTMENT I
P2 ESCUTCHEON
1/2[12. 7mm]
ADJUSTMENT I
(3.2mm]
Fl ESCUTCHEON
= AT MAXIMUM RECESS 7/718'[22.2-1
/AT MINIMUM RECESS I V P2 ESCUTCHEON I AT MAXIMUM RECESS = 1-118'[28.6-m)
AT MINIMUM RECESS 1-5/8741.3mm]
2 27/32 014
(72.2mm]
(I) When ins1'd directly into a tee, the escutcheon dimension's adjustment will be reduced.
Coverage Area
Flow Pressure Nominal 7' Max. Area
Rate K=8.O (115)7' Width x Length
gpm Llmin psi ,b6r ft. x ft. m x m
26 98.4 10.6 0,7 16 x 16 I 4.9 x 4.9
-
401 151.4 1 75,0 1,7 t 20 x 70 6.0 x 6.0
Installation DatAZ
Nominal L'Thread I Nominal K-Factor Sprinkler Approval Temperature Rating Sprinkler
Identification Orifi Size US Metric Height Organization OF Oc
Numbers (SIN)
3%" NPT I 8.0 115 I 22" (56mm) 1,2 135.155 57,68 I R17421 (20mm) I (R3/4)
(1) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant.
Installation
Model El LO sprinklers are standard response sprinklers
intended for installation as specified in NFPA 13. They must
also be installed with the Model D Sprinkler Wrench specifi-
cally designed by Reliable for use with these sprinklers.
The Model Fl LO Recessed Sprinklers are to be installed
with a maximum recess of 3/4 inch (19mm). The Model Fl
Escutcheon illustrated is the only recessed escutcheon to
be used with the Model Fl LO Pendent and EC Sprinklers.
The use of any other recessed escutcheon will void all ap-
provals and negate all warranties. When installing Model Fl
LO Recessed Pendent and EC Pendent Sprinklers, use the
Model GFR2 Sprinkler Wrench. Any other type of wrench
may damage these sprinklers. Note: A leak tight 1/2" NPT
(R1/2) sprinkler joint can be obtained with a torque of 8- 18
ft-lbs (11 - 24 N-m). Do not tighten sprinklers over maximum
recommended torque. It may cause leakage or impairment
of the sprinklers.
Glass bulb sprinklers have orange covers to protect the
bulb during the installation process. REMOVE THIS PRO-
TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO-
STATICALLY TESTED AND, WHEN APPLICABLE, THE ES-
CUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches
are designed to install sprinklers when covers are in place.
Maintenance
The Models Fl [0 and Fl LO Recessed Sprinklers should
be inspected and the sprinkler system maintained in ac-
cordance with NFPA 25. Do not clean sprinklers with soap
and water, ammonia or any other cleaning fluid. Remove
any sprinkler which has been painted (other than factory ap-
plied) or damaged in any way. A stock of spare sprinklers
should be maintained to allow quick replacement of dam-
aged or operated sprinklers. Prior to installation, sprinklers
should be maintained in the original cartons and packaging
until used to minimize the potential for damage to sprinklers
that would cause improper operation or non-operation.
Ordering Information
Specify:
Sprinkler Model: Fl LO
Sprinkler Type
Temperature Rating
Sprinkler Finish
Thread Type: [3%" NPT] [ISO 7-1 R3%]
Escutcheon Finish (where applicable)
Temperature Ratings
Classification
Sprinkler
Temperature
__
Maximum
Ambient
Temperature
Bulb
Color
°C OF °C OF
Ordinary 135 57 100 38 Orange
Ordinary 155 68 100 38 Red
Intermediate 175 79 150 66 Yellow
Intermediate 200 93 150 66 Green
High1) 286 141 225 107 Blue
Extra High1 360 182 1 300 149 Mauve
"Not Available for Fl LO Recessed
Maximum Working Pressure
175 psi (12 bar)
SIN R1712, R1722 & R1742 cULus listed for 250 psi (17 bar)
100% Factory tested hydrostatically to 500 psi (34.5 bar)
Finishes'
Standard Finishes
Sprinkler Escutcheon
Bronze Brass
Chrome Chrome
Polyester Coated (6)(7) White Painted
Special Application Finishes
Sprinkler Escutcheon
Electroless Nickel PTFE8 Electroless Nickel PIFE
Bright Brass(') Bright Brass
Black Plated Black Plated
Black Paintmw Black Paint
Off White (3) Off White
Chrome Dull Chrome Dull
Lead PIated 34
Wax
Wax _Over _Lead 3'4
(I) Other colors and finishes are available on special order.
Consult factory for details. Custom color painted sprin-
klers may not retain their UL Corrosion resistance list-
ing.
200°F (93°C) maximum.
UL and ULC listed, and NYC approved only.
155°F to 200°F (68°C to 93°C) ratings only.
286°F (141°C) sprinklers may be coated for ambient
conditions not exceeding 150°F (66°C).
UL listed corrosion resistant SIN number:
R1722 in standard Black or White. Corrosion resistance
in other polyester colors is available upon request.
(7) FM Approved for SIN R1722, R1712.
cULus listed Corrosion Resistant SIN R1722, R1712 &
R1742 in Electroless Nickel PTFE Plated.
5.
Reliable...For Complete Protection
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision-made Reliable products that guard life and property from fire around the clock.
Automatic sprinklers
Flush automatic sprinklers
Recessed automatic sprinklers
Concealed automatic sprinklers
Adjustable automatic sprinklers
Dry automatic sprinklers
Intermediate level sprinklers
Open sprinklers
Spray nozzles
Alarm valves
Retarding chambers
Dry pipe valves
Accelerators for dry pipe valves
Mechanical sprinkler alarms
Electrical sprinkler alarm switches
Water flow detectors
Deluge valves
Detector check valves
Check valves
Electrical system
Sprinkler emergency cabinets
Sprinkler wrenches
Sprinkler escutcheons and guards
Inspectors test connections
Sight drains
Ball drips and drum drips
Control valve seals
Air maintenance devices
Air compressors
Pressure gauges
Identification signs
Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recycled
® (800) 431-1588 Sales Offices Paper Reliabl113 (914) 829-2042 Corporate Offices
(800) 848-6051 Sales Fax Revision lines indicate updated or new data.
www.reliablesprinkler.com Internet Address EG Printed in U.S.A. 12/15 P/N 9999970011
Bulletin 909
Rella -bil
Product Description
The Reliable Model N25 Early Suppression Fast Re-
sponse Sprinkler (ESFR/Quick Response Storage Sprin-
kler) is intended for use against severe fire challenges.
This sprinkler is designed to respond quickly to growing
fires and will deliver a heavy water discharge to "sup-
press" rather than "control."
Note: The Model N25 ESFR sprinkler utilizes a levered
fusible alloy solder link in either a 165°F (74°C) or a
212°F (10000) rating. FM Global considers this a "Quick
Response" storage sprinkler for use per FM Data Sheet
8-9.
The sprinkler has a Nominal K Factor of 25.2 (metric
362) and will deliver approximately 98 gpm (371 Llmin)
of water at 15 psi (1 bar).
The smaller deflector and frame provide a broad, very
symmetrical, hemispherical pattern capable of sup-
pressing fires between sprinklers in high storage height
areas and at the same time retaining a high momentum
central core to penetrate and suppress fires occurring
directly beneath the sprinkler in low storage height ar-
eas.
The N25 ESFR sprinkler is also less susceptible to
damage due to smaller deflector and frame design. The
lighter N25 ESFR passed rough use and abuse test in
the labs without plastic protectors.
Application and Installation
The Model N25 is an ESFR sprinkler is intended for
installation in accordance with NFPA 13 and is a OR
Storage Sprinkler for use in all FM Loss Prevention Data
Sheets as well as approval of the Authority Having Ju-
risdiction.
The Model N25 ESFR sprinkler is designed for ceiling
only sprinkler system with no in-rack sprinklers required.
Protection of (but not limited to) most encapsulated or
non-encapsulated (including cartoned unexpanded)
plastics. Model N25 ESFR is also use for protection of
cartoned exposed 'panded plastics as well as some
storage arrangements of rubber tires, rolled paper, and
aerosols.
Model N25 (SIN RA0912)
Early Suppression
Fast Response Sprinkler
Model N25 ESFR Sprinkler
Design Criteria
General guidelines:
Sprinkler Position: Pendent, align frame arms with
the pipe. Deflectors should be parallel with the ceil-
ing or roof.
System Type: Wet Pipe Systems Only
Maximum area of coverage: 100 ft2 (9.3m2), greater
coverage area are allowable in some cases.
Minimum area of coverage: 64 ft2 (5.8m2)
Maximum slope ceiling: 2/12 pitch (950)
Maximum spacing: 12 ft (3,7m) for building heights
up to 30 ft (9.1m) and 10 feet (3.1m) for building
heights greater than 30 ft (9.1 m)
Minimum spacing: 8 feet (2.4m)
Deflector distance from walls: At least 4 inches
(102mm) from walls, and no more than one-half the
allowable distance permitted between sprinklers.
Deflector to Top of Storage: at least 36 in (914mm).
Deflector to ceiling Distance: 6 - 18 in (152 -
457mm).
Center Line of Thermal Sensing
Element To Ceiling Distance: 4 - 17 in (101.6 -
425mm).
Listings and Approvals
1. FM Approved as a quick response storage sprinkler.
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Technical Data:
Sprinkler Maximum Ambient Sprinkler
Classification Temperature Link Frame Temperature Approvals Identification
I Color Color Number
OF Oc OF °C (SIN)
Ordinary 165 74 Black Uncolored 100 38 FM
Intermediate RA0912 212 I 100 White White 150 66 FM
Material Data:
Frame Deflector Load Screw Lever Strut I I Link Cap Washer Kick Spring I Assembly I I
Brass Bronze Stainless Stainless Stainless Beryllium Nickel , Brass Beryllium Stainless
Steel Steel Steel Soldered Nickel Steel
LINE
RIj
Fig. 1
2.
Storage Type NFPA FM
Open Frame (that is, no solid shelves) Refer to NFPA 13, Single, Double, Multiple-Row, or Portable Rack Storage Chapters 16 and 17. Refer to FM 8-9.
of Class l-IV and Group A or B Plastics
Solid Pile or Palletized Storage of Class l-IV Refer to NFPA 13, Refer to FM 8-9. and Group A or B Plastics Chapters 14 and 5.
Idle Pallet Storage Refer to NFPA 13 ,
Chapter 12 Refer to FM 8-24.
Rubber Tire Storage Refer to NFPA 13,
Chapter 18. Refer to FM 8-3.
Rolled Paper Storage (Refer to the standard) Refer to NFPA 13,
Chapter 19. Refer to FM 8-21.
Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. Refer to FM 7-29.
Aerosol Storage (Refer to the standard) Refer to NFPA 3013. Refer to FM 7-31.
Automotive Components In Portable Racks Refer to NFPA 13, R:fer to FM .8-1 and 8-9. (Control mode only; refer to the standard) Chapter 20.
TABLE 1
COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR
MODEL ESFR-25 PENDENT SPRINKLERS
11
Installation Data
Sprinkler
Type
Thread
Size
"K" Factor Maximum
Working Finish
US Metric Pressure
Pendent
Only
1" NPT 25,2 362 1 (Ri) 175 psi (12,1 bar) Bronze
Maintenance
The Model N25 ESFR Sprinkler should be inspected and
the sprinkler system maintained in accordance with NFPA
25. Do not clean sprinkler with soap and water, ammo-
nia or any other cleaning fluid. Remove any sprinkler that
has been painted (other than factory applied) or damaged
in any way. A stock of spare sprinklers should be main-
tained to allow quick replacement of damaged or operated
sprinklers. Prior to installation, sprinklers should be main-
tained in the original cartons and packaging until used, to
minimize the potential for damage to sprinklers that would
cause improper operation or non-operation.
Once operated, automatic sprinklers cannot be reassem-
bled and reused. New sprinklers of the same size, type
and temperature rating must be installed. A cabinet of re-
placement sprinklers should be provided for this purpose.
Model N25 ESFR Sprinkler Specification
Sprinklers shall be Early Suppression Fast Response
(ESFR) pendent suppression mode sprinklers specifically
tested and [FM Approved] for commodity storage applica-
tions. Sprinkler frame and deflector to be of bronze con-
struction. Fusible link assembly shall utilize the strut and
lever principle of operation with approved fast response
black-painted or white-painted beryllium-nickel thermal
element. Water seal shall consist of a Teflon-coated Bell-
ville spring washer and brass cap assembly containing no
plastic parts. ESFR sprinklers shall have a nominal K-factor
of 25.2 with 1" NPT threaded end connections. Sprinkler
temperature rating shall be [Ordinary 165°F (740C)] [Inter-
mediate 212°F (100°C)].
Link Assembly
Frame Arm
Model N wrench
Fig. 3 - Model N Wrench
Use only the Model N sprinkler wrench for removal and
installation. Any other type of wrench may damage the
sprinkler.
Note: When handling sprinklers, hold sprinklers only on
frame arms and do not apply any force on the link as-
sembly. Sprinklers should be tightened between 22 - 30
ft-lbs (29.8 - 40.7 Nm) torque. Sprinklers not tightened to
recommended torque may cause leakage or impairment
of the sprinkler. Damage sprinklers must be replaced im-
mediately.
Ordering Information
Specify:
Temperature rating
Thread type 1" NPT or ISO 7-R1
Fig. 2
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
The Reliable Automatic Sprinkler Co., Inc. Recycled
(800) 431-1588 Sales Offices Paper Reliable (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 10/13 P/N 9999970454
'F SYSTEM
_$ SENSOR
WFDN Series
Waterfiow Detector
The System Sensor WFDN series is compatible with
schedule 7 through 40 steel pipe, for sizes 2 in. through
4 in. and compatible with schedule 10 through 40 steel
pipe, sizes 5 in. through 8 in., and can be mounted in a
vertical or horizontal position.
Features
New directional cover allows installers and inspectors to
easily see the direction of flow
UL-listed models are NEMA 4 rated
New cover provides a better seal, is lighter weight, not painted
and corrosion resistant
Sealed retard mechanism immune to dust and other contaminants
Less exposed metal reduces shock hazard, plastic cover acts as
insulator and is resistant to arcing
Visual switch activation
Audible switch activation (73 dBA)
Field-replaceable timer/switch assembly
Accommodates up to 12 AWG wire
Switch Synchronization activates both alarm panel
and local bell or horn strobe
Tamper-resistant cover screws
Improved water sealing
Reduced product weight
Wire-ready terminals
.rnrr' ad w(rrd ,','th '-'ow tcrmrzl block layout.
Snan-in oppona cover tamper switch
Improved timer repeatability and accuracy
Agency Listings
I@"dA
LISTED APPROVED
S739 3051266
The new WFDN Series waterf low detectors from System Sensor
consists of a rugged, NEMA 4-rated enclosure that is more damage
resistant than previous metal designs. The waterf low detector is
designed for both indoor and outdoor use, with the widest available
temperature range, from 32°F to 150°F. They are also approved for
installation on the widest range of pipe schedules, sizes 2 in. through
4 in. are approved for installation on pipe schedules 7 through 40.
UL-listed models are equipped with tamper-resistant cover screws
to prevent unauthorized entry, Inside, two sets of SPDT (Form C)
synchronized switches are enclosed in a durable terminal block with
new layout designed to make wiring easy with wire ready terminals,
COM terminals are on a different elevation, large barrier between
switches and easy to read raised textured lettering all make wiring
easy. An optional cover tamper switch is available, securely snaps
into place, no tools required.
The WFDN series incorporates a mechanical time delay feature,
which minimizes the risk of false alarm due to pressure surges or air
trapped in the fire sprinkler system. The larger and easy to turn timer
dial makes setting the waterflow detector easy with high contrast
pad printed markings. The dial offers three tabs to help with turning,
with one larger tab located on the dial position for approximately 60
second., a notch is alsandicatod on the dial to locate appraximr.atcv
31i rc.ac.r dctcct, cirmly it Cct. )fl......../
The WFDN series is designed for accuracy and repeatability. The
detector also offers improved performance during vibration in riser
applications where detectors are exposed to a large in rush of water.
NOTE: COMMON AND B-NO
CONNECTIONS WILL CLOSE
WHEN VANE IS DEFLECTED, I.E.,
WHEN WATER IS FLOWING. DUAL
SWITCHES PERMIT APPLICATIONS
TO BE COMBINED ON A SINGLE DETECTOR.
CONTACT RATINGS
125/250 VAC 10 AMPS
24VDC 2.5 AMPS
C58-0238-000
ownw ON
READY STATE
Waterfiow Detector Specifications
Vane-type waterfiow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall
mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6 in. from any fittings that may
change water direction, flow rate, or pipe diameter or no closer than 24 in. from a valve or drain. Detectors shall have a sensitivity in the range of
4 to 10 gallons per minute and a static pressure rating of 450 psi for 2 in. -8 in. pipes. The detector shall respond to waterf low in the specified
direction after a preset time delay that is field adjustable, The delay mechanism shall be a sealed mechanical pneumatic unit with visual and
audible indication of actuation. The actuation mechanism shall include a ethylene vinyl acetate vane inserted through a hole in the pipe and
connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit
entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless
noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for
indoor or outdoor use.
Standard Specifications
Static Pressure Rating 450 PSI Operating Temperature Range 32°F to 150°F (0°C to 66°C)
Maximum Surge 18 Feet Per Second (FPS) Enclosure Rating* NEMA 4-suitable for indoor/outdoor use
Triggering Threshold 4-10 GPM CoverTamper Switch Standard with ULC models, optional for
Bandwidth (Flow Rate) UL models, part no. CIS
Conduit Entrances Two openings for ½ in, conduit. Service Use Automatic Sprinkler: NFPA-13
One open, one knock-out type One or Two Family Dwelling: NFPA 13D
Residential Occupancies up to 4 Stories:
NFPA 13R National Fire Alarm Code: NFPA-72
Contact Ratings Two sets of SPDT (Form C) Warranty 3 Years
10.0A,112HP@ 125/250 VAC
2.5 A @6/12/24 VDC
Compatible Pipe Steel water pipe, schedule
7 throuah 40°
WFDN Field Wiring Diagram
UL-LISTED SSM24-X
COMPATIBLE SSV120-X
CONTROL PANEL
POWER +
24VDC OR
12OVAC
INITIATING +[—a r— SUGGESTED EOL
RESISTOR LOOP
A-NC SCHEMATIC OF
INDIVIDUAL
SWITCH IN ______ COM "NO WATERFLOW'
CONDITION A B-NO
BREAK WIRE AS
SHOWN FOR
SUPERVISION OF
CONNECTION. DO
NOT ALLOW
STRIPPED WIRE
LEADS TO EXTEND
BEYOND SWITCH
HOUSING. DO NOT
LOOP WIRES.
00
-91
IPE
IPE
ANE
U-BOLT
NL
PIPE
SADDLE
U-BC
Delay Adjustment Dial
NOTE: RETARD TIME MAY EXCEED 90 SECONDS, ADJUST
AND VERIFY THAT TIME DOES NOT EXCEED 90 SECONDS.
NUMBER ON DIAL IS APPROXIMATE TIME DELAY IN SECONDS
Overall Dimensions, Installed
8.9 CM
(3,5")
OVERALL WIDTH = PIPE DIAMETER + 6.4 CM (2.5)
UL Model ULC Model Pipe Size Hole Size Shipping Weights
WFD20N WFD20NA 2 in. 11/4 in. 2.6 lbs.
WFD25N WFD25NA 21/2 in. 11/4 in. 2.6 lbs.
WFD30N WED30NA 3 in. 2 in. 3.1 lbs.
WFD40N WFD40NA 4 in. 2 in. 4.0 lbs.
WFD50N WFD50NA 5 in. 2 in. 4.9 lbs.
WFDGON
WL')80N
Accessories
WFD60NA 6 n
- W[DSONA 8 in.
2 in
7!r'
.6 lbs
i,? hs
ES-RI Delay mechanism and switch assembly
CTS Tamper-proof switch kit
WEDW Tamper-proof wrench for cover
* 2 in. -4 in. rated for use with Schedule 7 through 40 pipe, 6 in, -8 in, rated for use with Schedule 10 through 40 pipe.
3825 Ohio Avenue • St. Charles, IL 60174 @2O14 System Sensor ,
Product specifications subject to change without notice Visa systernsensor,com SYSTEM f , SENSOR'Phone. 800-SENSOR2 • Fax: 630-377-6495 for current product information, including the latest version of this data sheet www.systemsensor.com WF0336702 • 7/14
CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION
OFFICE OF THE STATE FIRE MARSHAL
FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM
LISTING SERVICE
LISTING No. 7770-1653:0231 Page 1 of 1
CATEGORY: 7770 -- VALVES/SWITCHES
LISTEE: System Sensor, Unincorporated Div of Honeywell Intl lnc.3825 Ohio Ave, St. Charles, IL
60174
Contact: Trish Linhart (630) 762-5025 Fax (630) 377-7245
Email: trish.linhart@systemsensor.com
DESIGN: Models WFD20VN, WFD25VN, WFD30VN, WFD40VN, WFD60VN, WFD20N, WFD25N,
WFD30N, WFD40N, WFDSON, WFD60N, *WFD80N WFDTN, WFDTVN, WFDTNRN and
RFDTHN Waterflow Indicators (paddle-type). *Models WFD20VN, WFD25VN, WFD30VN,
WFD40VN, WFD60VN, WFD20N, WFD25N, WFD30N, WFD40N, WFD50N, WFD60N and
WFD80N have a maximum working pressure 450 psig. *Models WFDTN, WFDTVN,
WFDTNRN and RFDTHN have a maximum working pressure 375 psig. *All models have a
NEMA Type 4 rating. Refer to listee's data sheet for detailed product description and
operational considerations.
RATING: 125/250 VAC IOA
24VDC2.5A
INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances,
and in a manner acceptable to the authority having jurisdiction.
MARKING: Listee's name, model number, electrical rating, and UL label.
APPROVAL: Listed as waterfiow indicators for use with fire sprinkler systems. Refer to manufacturer's
Installation Manual for details.
*Rev 06-10-14 gt
This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed
the test results and/or other data but does not make an independent verification of any claims. This listing is not
an endorsement or recommendation of the item listed. This listing should not be used to verify correct
V' operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other
Date Issued: July 01, 2016 Listing Expires June 30, 2017
Authorized By: DAVID CASTILLO, Program Coordinator
Fire Engineering Division
Ii7f[V1 I
Models Available
UL/FM Models
SSM24-6
SSM24-8
SSM24-10
SSV120-6
SSV120-8
SSV120-10
ULC/Canadian Models
SSM24-6A
SSM24-8A
SSM24-1 OA
SSV12O-6A
SSV12O-8A
SSV120-10A
Weatherproof Back Box
WBB
Product Overview
SSV12O-6
Approved for indoor and outdoor use System Sensor's SSM and SSV series bells are low current, high decibel notifica-
Low current draw tion appliances for use in fire and burglary systems or other signaling applications.
High dB output Reliable Performance. The SSM and SSV series provide loud resonant tones.
The SSM series operate on 24VDC and are motor driven, while the SSV
Three sizes available 6", 8", 10" series operate on 120 VAC utilizing a vibrating mechanism.
AC and DC models Simplified Installation. For indoor use, the SSM and SSV series mount to a
DC models are polarized for use with standard 4 inch square electrical box. For outdoor applications, weather-
proof back box, model number WBB, is used. supervision circuitry
Mount directly to standard 4 square The SSM and SSV series come pre-wired, to reduce installation time. The SSM
. . series Incorporate a polarized electrical design for use with supervision circuitry. electrical box
Engineering Specifications
Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome
strikers and operating mechanisms. Gongs on said bells shall be no smaller
than nominal 6/8/10" (specify size) with an operating voltage of 24VDC
or 120VAC (specify by part number). Bells shall be suitable for surface or
semi-flush mounting. Outdoor surface mounted installations shall be weath-
erproof (using optional WBB weatherproof electrical box). Otherwise bells
shall mount to a standard 4" square electrical box having a maximum pro-
jection of 21/2 '. Bells shall be located as shown on the drawings or as
u L ULC MEA
determined by the Authority Having Jurisdiction. Bells shall be listed for
indoor/outdoor use by Underwriters Laboratories and the California State
' LISTED APPROVED approved Fire Marshal and approved by Factory Mutual and MEA.
Standard Specifications
Operating Temperature Range
-31°F to 140°F
Operating Voltage
SSM series 24VDC
SSV series 120VAC
Termination Service Use
Provided with 2 sets of leads for Fire Alarm
in/out writing Generel Signaling
Burglar Alarm
Warranty
3 years
Model
Gong Diameter
(inches) Nominal Voltage
Operating
Voltage Range
Average
Current Draw Sound Output (dB)
SSM24-6 6 85
SSM24-8 8 24VDC 19.2 to 26.4VDC 0.03A: 85
SSM24-10 10 85
SSV12O-6 6 I 82
SSV120-8 8 120VAC 96 to 132VAC 0.047A 85
SSV120-10 10 82
* Sound output measured at Underwriter Laboratories, as specified in UL464
Ordering Information
UL/FM Model Numbers ULC/Canadian Models Description
SSM24-6 SSM24-6A Bell, 6, 24VDC, Polarized, 85dba
SSM24-8 SSM24-8A Bell, 8', 24VDC, Polarized, 85dba
SSM24-10 SSM24-10A Bell, 10", 24VDC, Polarized, 85dba
SSV120-6 SSV120-6A Bell, 6°, 120VAC, 82dba
SSV120-8 SSV120-8A Bell, 8°, 120VAC, 85dba
SSV120-10 SSV120-10A Bell, 10", 120VAC, 82dba
WBB Weatherproof Back Box for SSM and SSV series, when installed outdoor
System Sensor Sales and Service
System Sensor Headquarters
3825 Ohio Avenue
St. Charles, It 60174
Ph: 800-SENSOR2
Fe: 630/377-6495
Documents on Demand
1-800-736-7672 x3
www.systemsensor.com
System Sensor Canada
Ph: 905.812.0767
Fo: 905.812.0771
System Sensor Europe
Ph: 011.44,1403.276500
Fx: 011.44. 1403.276501
System Sensor in China
Ph: 011.86.29.524.6253
Fe: 011.86.29.524.6259
System Sensor in Singapore
Ph: 011.65.273.2230
Fe: 011.65.273.2610
System Sensor- Far East
Ph: 011.85.22.191 9CO3
Fo: 0 1.85.22.736.6580
System Sensor- Australia
Ph: 011.613.54.281.142
Fo: 0 1.613.54.281.172
0 1999 System Sensor. The company reserves the right to change product spa'aae' out notice. A05-260-03-11/99(10K)-#573
CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION .....
OFFICE OF THE STATE FIRE MARSHAL
FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM
LISTING SERVICE
LISTING No. 7135-1653:0217 Page 1 of 1
CATEGORY: 7135--AUDIBLE DEVICES
LISTEE: System Sensor, Unincorporated Div of Honeywell Int'l Inc.3825 Ohio Ave, St. Charles, IL
60174
Contact: Irish Linhart (630) 762-5025 Fax (630) 377-7245
Email: trish.linhart@systemsensor.com
DESIGN: Models SSM24-6, -8, -10 and SSVI2O-6, -8, -10 audible signal devices. Models are AC or
DC powered and available in 6", 8" and 10" bells. Refer to listee's data sheet for detailed
product description and operational cons ide rations. The units may be employed outdoors
when used with NEMA 3R weather resistant back box Model WBB.
RATING: SSM24-6 Sound output: 82 dBA
SSM24-8 Sound output: 80 dBA
SSM24-10 Sound output: 81 dBA
SSVI20-6 Sound output: 85 dBA
SSVI20-8 Sound output: 82 dBA
SSVI20-10 Sound output: 82 dBA
SSM Series Voltage Range: 16-33 VDC
SSV Series Voltage Range: 96-132 VAC
Temperature Range: -31°F to 150° F (-35°C to 66°C)
INSTALLATION: In accordance with listee's printed installation instruction, applicable codes & ordinances,
and in a manner acceptable to the authority having jurisdiction.
MARKING: Listee's name, model number and UL label.
APPROVAL: Listed as audible devices for use with separately listed compatible fire alarm control units. If
this appliance is required to produce a distinctive three-pulse Temporal Pattern Fire Alarm
Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition, the
appliance must be used with a fire alarm control unit that can generate the temporal pattern
signal. Refer to manufacturer's Installation Manual for details.
07-30-10 fm
Ti This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed
the test results and/or other data but does not make an independent verification of any claims. This listing is not
an endorsement or recommendation of the item listed. This listing should not be used to verify correct
operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other
Date Issued: July 01, 2016 Listing Expires June 30, 2017
Authorized By: DAVID CASTILLO, Program Coordinator
Fire Engineering Division
Fig. 200S
Pipe Hangers
®TOLCO
C® US
LISTED
Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B3110NF)
Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF)
Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig.. B311ONFC)
Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut
Size Range:
Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe
Material: Steel, Pie-Galvanized to G90 specifications
Function: For fire sprinkler and other general piping purposes. Knurled
swivel nut design permits hanger adjustment after ftistallation.
Features:
(1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe
types and protect CPVC plastic pipe from abrasion. Captured design
keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. ,'
For hanger with non-captured nut order Fig. 200S.
(21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in '..
hanger before before installation. Adjusting nut is easily removed. '
Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm))
in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and
Factory Mutual Engineering Approved (FM) (3/4' (20mm) thru 8" (200mm)). Fig.200-1to200-2
Conforms to Federal Specifications WW-H-171 E & A-A-11 192A, Type 10
and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58,
Type 10.
Maximum Temperature: 650°F (343°C)
Finish: Pie-Galvanized. Stainless Steel .
materials will be supplied with (2) hex nuts
in place of a knurl nut.
Order By: Figure number and pipe size \\•
Designed to meet or exceed requirements of
Fig. 200C Fig. 200F
Pipe Size Rod Size A B Approx. Wt./100
Part No. in. (mm) in. (mm) in. (mm) lbs. (kg)
200-1/2 1/2 (15) /8"-16 31 /8" (79.4) 2/8" (66.7) 11 (5.0:
200-/4 3/4" (20) I8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0)
200-1 1" 1251 /s"-16 3/8" (85.7) 2I8' (66.7) 12 53.5:'
200-11/4 11/4' (32) /8"-16 33/4" (94.0) 27/8" (73.0) 13 (3, 9)
200_11/2 11/2" (40) /8"-16 3/8' (98.4) 2/8" (73.0) 14 (5.4
200-2 2' (50) I8"-16 41/2" (114.3) 3" (76.3) 15 (5.9)
200-21/2 21/2" (65) /8"-l6 5/8" (142.9) 41/8" (104.7) 27 (2.3)
200-3 (75) /8"-16 5/8" (149.1) 4' (101.6) 29 )3.3(
200-31/2 31/2" (90) /8"-16 7 /8" (187.3) 51/4" (133.3) 4 (5.6)
200-4 (100) /8"-16 7 /8" (187.3) (127.0) 35 (-6.0)
200-5 5" (125) 1/2"13 91/8" (231.8) 61/4" (158.7) €6 (0.2)
200-6 (1 5o) 1/2"13 101/8" (257.2) 6/4" (171.4) 73 (14)
200-8 8" (200) 1/2"13 131/8" (333.4) 8/4" (222.2) 1:36 (62.3)
Fig. 200-1/2. 200-/4
Fig. 200-21/2 to 200-8
[11 a
0. Fig. 200
All dimensions in charts and on drawings are in inches. Dirrens ions shown in parentheses are in mil(imeter3 urless other-vise secf led.
Fire Protection Solutions 21 B-Line
by T•fl
lizTAN ]SZ•hYc®
"No pre-drilling required.
Quick to install using the Sammy
Floor Jot Nut Driver with an 18V cordless
drill/driver.
"
Saves time from traditional
methods.
Reduces installation costs.
Made in the U.S.A.
Not less than 2" nominal width
(1-1/2") up to 3-112" pipe; not less than
3" (2-1/2") nominal width 4" & 5" pipe
I
Minimum 2-1/2" from bottom for
branch lines. Minimum 3" from bot-
tom for main lines. Exception: This
requirement shall not apply to 2' or
thicker nailing strips resting on top of
steel beams.
Watch a video domonsfralion at :, www.itwbulldex.com
1/4" 8019957
3/8° 8020957
3/8" 8021957
3/8° - 8073925
3/8"° 8022925
#14 SW Red 3/8" 8023925
Nut Driver
Part #8114910 May require pre-ddling; consult joist manufacturer.
SWG 200 1/4 x 2' 1725 (Fir) 25 125
SWG 10 1/4x 1" 622 (Fir) 300 25 125
SWG 20 1/4 x 2' 1725 (Fir) 1050 25 125
SWG 20-SS 114x2" 1725 (Fir) 850 25 125
SWG 25-380 3/8 x 2-1/2' 2249 (Fir) 1500 25 125
SWG 30 114x3" 1884 (Fir) 25 125
'T Applicationi
AI.. WOOD JOIST /OROAFTeR sa.osntcsnao
GER ROD
I Is
BARD_-f"t\ HANGER U MAX ANGLE 8w
Eliminates distortion of threaded rod.
Accommodates up to 3 /2" x 12 pitch roof.
Allows 17° deflection from vertical.
Saves time from traditional methods.
Reduces installation costs.
Made in the U.S.A.
#14 Black X°' 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475
NutDri
3910
ver
_[ Part #81 1 -
& 3/8" 8141957 SI-I-GST3O 1/4x3" 1720 (Fir) 1500 1475
1903 Dim. Lumber 1500 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45"off vertical 850 @45" Dim. Lumber
- 903 Dim. Lumber
-
1/2" 8303957 SH-GSTICST2.0 51160-3/4" 1-3/4" 1406 @ 45°off vertical
Dim. Lumber
* May require pro-drilling; consult joist manufacturer.
4 St-I Orunq.
.'L.t Divcr
Part 4 827'49".
25 125
25 125
25 125
25 125
co / n~_2 -
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
555
SIZE- ROD: 1/2?
I SIZE - SYSTEM PIPE: 8" max.
MATERIAL - Carbon Steel.
FINISH - Plain or E.G.
LISTING/APPROVAL -
203 - EX 2551
FUNCTION - Attachment compoient of an AFCON ban r.
INSTALLATION - Per NFPA 13 and these instructicns. 1.500 / Install on vertical mounting surface.
/ ASSEMBLY/ATTACHMENT -
Mounting hole accepts 1/2" or 5i8' fasteners.
FEATURES - Tapped rod bore.
ORDERING - Part # and finish.
556
BRACKET
SIZE -ROD: 1/2"
SIZE - SYSTEM PIPE: 8' max.
m MATERIAL - Carbon Steel.
FINISH - Plain or E.G.
LISTENG'APPROVAL. 0
cQfi)us
LiSTED 203 - EX 2-51
NOTE - Criteria same as 555 except snio:h 1732' rod bore
Install hanger rod with '/2" nut.
4/13
Fi41 - Side Beam Bracket for
\NFPA Rod and Fastener Sizing
Size Range - 3/8 and 1/2 rod, 1/2 thru 8" pipe
Material - Carbon Steel
Function - Recommended for attaching hanger rod to side
of beams or walls. Desigrd to accommodate current rod
schedule and fastener requirements per National Fire Protection
Association (NFPA) Pamphlet 13?
to"ri Approvals - Underwriters' Lab oraes Listed in the USA (UL)
and Canada (cUL), and Factory Mutual Engineering approved
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish or
Stainless Steel materials.
Order By - Figure number, rod size and finish/'
CYL/ US LISTED
FM
UPROWD
)
B
N
Dimensions • Weights
Pipe Rod Hole Size
Size ,Size A B C H-i H-2
Max. R\Approx.
Load Lbs. Wt.I100
1/2 - 3/8 2 3/4 2 7/16 7/16 700 35
2½ - 4 3/8 2 3/4 2 9/16 7/16 700
1/2 21/2 3/4 2½ 9/16 9/16 1250 71 \\
1/2 21/2 3/4 21/2 11/16 9/16 1250 70
Rij
OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330
CUSTOMER SERVICE • 800.786,5266
www.tolco.com
®TDLCO
C@Ul
LISTED
Set Rnit P, F1rdwinr, mdi ild
4-Way Riser Brace
(plan view)
Seismic Bracing
Fig. 41 - Longitudinal In-Line Sway Brace Attachment
Size Range: 21/2 (65mm) through 8" (200mm) IPS.
Material: Steel
Function: For bracing pipe against sway and seismic disturbance
Approvals: Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL) 21/2 (65mm) through 8" (200mm) pipe.
For FM Approval information refer to page 51.
Installation Instructions: Fig. 4L is the braced pipe attachment
component of a longitudinal sway brace assembly. It 's intended to be
combined with the bracing pipe and TOLCO structural attachment
component to form a complete bracing assembly. NFPA 13 guidelines
should be followed.
To Install: Place the Fig. 4L over the pipe to be braced and tighten
bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt
until head snaps off. Jaw attachment can pivot for adjustment to proper
brace angle.
Finish: Plain. Contact B-Line for alternative finishes and materials.
Order By: Figure number, pipe size and finish.
Longitudinal Brace
Pipe Max. Rec. Load Appro.
Part Size A C D Bolt Size (cUluc) Wt./1l0
No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg)
41-21/2 21I2" (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/f-13 2015 (8.96) 253 (11.7)
41-3 (80) (177.8) 2/4' (69.8) 31/16' (77.8) 1/2'..13 2015 (8.96) 268 (121.5)
414 (100) 81/2" (215.9) 3/8" (85.7) 311/16" (937) 1/2"13 2015 (8.96) 343 (15?.8)
41-5 (125) 93/4" (247.6) 3/" (98.4) 4/8" (111.1) 1/3".33 2015 (8.96) 80 (117.3(
41-6 (150) 111/2" (292.1) 5" 1127.0 51/8" (130.2) 1/2".13 2015 18.961 €40 1293.3)
41-8 (200) 131/4" (336.5) 5/8" 1142.8, 5/8" (142.9) 1/2".13 2015 (8.96) 28 (330.2)
Eaton's B-Line Business seismic bracing components are designed to be comoatible only with othe B-_ia bracing components,
resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components wil be the warranty provided in
B-Line's standard terms and conditions of sale made available by B-Line, excet that, in addition to e other exclusions from
B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Lire's seismic bracing components that are combined
with products not provided by Eaton's B-Line Business.
B-Line
by Ejej
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are h' milli,yeters jnlass otherwise specified.
50 _ire Protection Solutions
®TOLCO
C & US
LISTED
K
Set Bolt
Included
Mounting Hardware
Is Not Included
Fig. 980
Fig. 4L
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
66 Fire Protection Solutions B-Line
by ET'N
Seismic Bracing
Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4"
Size Range: One size fits bracing pipe 1(25mm) thru 2' (50mm), B-Line
12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick.
Material: Steel
Function: Multi-functional attachment to structure or braced pipe fitting
Features: This product's design incorporates a concentric attachment
opening which is critical to the performance of structural seismic connections.
NFPA 13 indicates clearly that fastener table load values are based only on
concentric loading. Mounts to any surface angle. Break off bolt head assures
verification of proper installation.
Installation: Fig.980 is the structural or transitional attachment component
of a longitudinal or lateral sway brace assembly. It is intended to be combined
with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001,
2002, 4L, 4A or approved attachment to pipe to form a complete bracing
assembly. NFPA 13 guidelines should be followed.
To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until
the head breaks off. Attachment can pivot for adjustment to proper brace angle.
Approvals: —Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL).
For FM Approval information refer to page 67.
Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved
attachment to pipe that make up a sway brace system of UL Listed attachments
and bracing materials which satisfies the requirements of Underwriters
Laboratories and the National Fire Protection Association (NFPA)
Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for
alternative finishes.
Order By: Figure number and finish.
Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174,
Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730,
Pat. #7,669,806
Part Mtg. Hdw. Mounting Hole Max. Design Approx.
Number Size A B D Load (cUlus) Wt./100
in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg)
980-/8 3/8" (9.5) 51/4" (133.3) 1/8" (47.6) 13/32" (10.3) 2015 (8.96) 149 (67.6)
980-1/2 * 1/2" 112.71 51/4" 1133.31 1/8" 147.61 17/32" 113.51 2015 (8.96) 148 (67.1)
980-/8 /8" (15.9) 51/4" (133.3) 1/" 147.61 11/15" 117.51 2015 18.961 141 (66.7)
980-I4 3/4" (19.0) 51/4" (133.3) 1/8" (476) 13/16" (20.5) 2015 (8.96) 146 (66.2)
* Standard c,e
Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in
compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages ALl thru AL21.
Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components,
resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in
B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from
B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined
with products not provided by Eaton's B-Line Business.
Seismic Bracin
Fig. 1001 - Sway Brace Attachment
Size Range: Pipe size to be braced: 1'25mm1 thru 8' (200mm) IPS.
Pipe size used for bracing: 1 (25mm) and 11/4 (32mm) Schedule 40 IFS.
Material: Steel
Function: For bracing pipe against sway and seismic disturbance.
The pipe attachment component of a sway brace system:
Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and
joined together with bracing pipe per NFPA 13, forming a complete
sway brace assembly.
Features: Can be used to brace schedules 7 through 40 IPS.
Field adjustable, making critical pre-engineering of bracing pipe
length unnecessary. Unique design requires no threading of bracing
pipe. Comes assembled and ready for installation. Fig. 1001 has built-ic
visual verification of correct installation. See installation note below.
Installation Note: Position Fig. 1001 over the pipe to be braced
and tighten two hex head cone point set bolts until heads bottom
out. A minimum of 1' (25mm) pipe extension is recommended. Brace pipE
can be installed on top or bottom of pipe to be braced.
Approvals: Underwriters Laboratories Listed in the USA (UL)
and Canada (cUL).
For FM Approval information refer to page 71.
Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes
and materials.
Order By: Order by figure number, pipe size to be braced, followed by pipe
size used for bracing (1' (25mm) or 11/4' (32mm)), and finish.
Important Note: Fig. 1001 is precision manufactured to perform its
function as a critical component of a complete bracing assembly. To ensure
performance, the UL Listing requires that Fig. 1001 must be used only with
other TOLCO bracing products.
(DTOLCO
C @US
LISTED
Pipe
Size
in. (mm)
Part Number & Approx. Wt./100
1" (24mm) Brace Pipe 11/4" 32mm) Brace Pipe
I Lbs. (kg) Lbs. (kgl
Design Load Lbs.
For Brace Pipe Size 1.' / 11/4"
Sch. 7 Sch. 10 S,-h. 40
1" I 1/" 1.. 11114" 1"] 11/4"
(25) 1001-1 X 100.0 (45.3) 1001-1 X 11/4 118.0 (53.31 ' --I-- 1000 /1000 1000/1000
11/4" (32) 1001_11/4 X 100.0 (45.3) 1001_11/4 X 11/4 114.0 (51.7' 1 1000/1600 1000 /1000 1000/1000
11/2" (40) I 1001_11/2 X 100.0 (45.3) 1 1001-1/2 X 11/4 115.0 (52.1 1000 /1000 1500 /1500 1500/1500
(50) 1
1001-2 X 108.0 (49.0) 1, 1001-2 X 11/4 121.0 (54.) 1000/1000 2015/2015 2015 /2015
21/2" (65) 1001_21/2 X 138.6 (62.8) t 1001-21/2 X 11/4 160.4 (72.1 1600 /1600 2015 /2765 20157 2765
(80) 1001-3 X 147.2 (66.7) I 1001-3 X 11I4 168.7 )76, 1600/1600 2015/2755 2015 /2765
(100) 1001-4X1 160.9 (73.0) 1001-4X11I4 182.4 (82.; 1600/1600 2015/2765 201/2765
6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.) 1 1600 / 1&0C 2015,/2765 2015 /2765
8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/163( 2015/2765 2015/2765
B-Line
by
All dimensions in charts and on drawings are in inches. Dimension shc'ir in parenTheses are ir millimeters unless otherwise specified.
Revised 5/9/2014 70 Fre Protection Solutions
scs
3/8"
Maximum Design Load 1265 Lbs.
My PIv,JI III
(V
-
any direction
Bar joist sh "4 own atta
to various roof mate
Fig. 825A - Bar Joist Sway Brace Attachment
Size Range - One size accommodates all TOLCO Fig. 900 Series sway
brace attachments. Maximum Horizontal Design Load 1265 lbs.
Material - Carbon Steel
Function -To attach sway bracing to steel open web structural members.
Features - This product's design incorporates a concentric attachment
point which is critical to the performance of structural seismic connections.
NFPA 13 indicates the importance of concentric loading of connections and
fasteners. Permits secure non-friction connection without drilling or weld-
ing. Unique design reinforces point of connection to joist. Break off head
bolt design assures verification of proper installation.
Approvals - Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL). For additional load, spacing and placement information
relating to OSHPD projects, please refer to the TOLCO Seismic Restraint
Systems Guidelines.
Installation - The Fig. 825A is the structural attachment component of
a longitudinal or lateral sway brace assembly. It is intended to be com-
bined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO
"braced pipe" attachment to form a complete bracing assembly. NFPA 13
and/or OSHPD guidelines should be followed.
To Install - Place the Fig. 825A on the steel beam, tighten the cone point set
bolts until bolt heads break off. Attach
other TOLCO transitional attachment
fitting, Fig. 909, 910 or 980. Transitional
fitting attachment can pivot for adjust-
ment to proper brace angle.
Important Structural Note:
The TOLCO Fig. 825A has significant
UL established design loads, however,
structural issues related to the steel
joist member require restricted location
installation for all bracing. Steel Joist
Manufacturers require that all earth-
quake bracing connections be within 6"
of the cord panel point. Installation of
the Fig. 825A is not restricted to the two
outer third sections of the joist.
For greater design loads, refer to
TOLCO Fig. 825.
Finish - Plain
Order By - Figure number and finish
Patent #6,098,942
TOLCO® brand bracing components are desgined to be compatible QIj,,I with other TOLCO® brand bracing components, resulting in a Listed
seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance
that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under
the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind,
including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used.
OFFICE/MANUFACTURING FACILITY 1375 SAMPSON AVE. CORONA, CA 92879• PH: 9517375599 FAX 951.1370330
CUSTOMER SERVICE 800 7865266
www.tolco.com