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HomeMy WebLinkAbout2820 LOKER AVE E; ; FPC2017-0192; Permit((7ity of
PERMIT REPORT Carlsbad
Print Date: 12/08/2020 Permit No: FPC2017-0192
Job Address: 2820 LOKER AVE, CARLSBAD, CA 92010 Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers -
Parcel #: 2090831500 Track #: Applied: 07/14/2017
Valuation: $2,899,623.00 Lot #: Issued: 09/18/2017
Occupancy Group: Project #: DEV16008 Finaled Close Out: 12/08/2020
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #: Inspector:
Plan Check #: Final Inspection:
Project Title: CARLSBAD OAKS EAST LOT 24
Description: CARLSBAD OAKS LOT 24- SPRINKLER (NEW) 2 RISERS, 671 HEADS
FPContractor:
VANGUARD FIRE PROTECTION INC
417 CARLSBAD VILLAGE DR
CARLSBAD, CA 92008-2302
(760) 727-8540
FEE AMOUNT
FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00
FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00
Total Fees: $1,062.00 Total Payments To Date: $1,062.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1760-602-8561 f I www.carlsbadca.gov
— fpC 2-Cl +
Engineering, Inc.
August 14, 2017
Mr. Dennis Grubb
Dennis Grubb & Associates
6550 Van Buren Blvd, Ste E
Riverside, CA 92053
Re: Carlsbad Oaks East Lot 24-Plan Corrections
R21-1 Project No.: 16063
Dear Mr. Grubb:
It is my observation and opinion that the loads imposed at the point of connection on the ceiling by the sprinkler
system design as shown on plans developed by Vanguard Fire Protection, dated 2-12-17 (Contract 16-218) for
the Carlsbad Oaks East Lot 24 (Carlsbad Permit # FPC201 7-0192, Sheets. FPI -FP5) are in compliance with
the loading requirements as specified in CBC-2016, Chapter 16.
Should you have any questions or need any additional information, please do not hesitate to contact our office.
Respectfully,
Robert H. Hendershot,
Vice President
S.E. 2416
CC. Matt Hickman
Vanguard Fire Protection
P.O. Box 1330
Vista, CA 92085-1330
16466 Bernardo Center Drive, Suite 279 Las Vegas, NV
San Diego, CA 92128 Salt Lake City, UT
858.673.8416 tel
No. 70b
FPC2017-0192
CARLSBAD FIRE I
Fire Preventio
1635 Faraday Avenue — i
760.602., 2820 LOKER AVE
WATER AVAILA FILE COPY
SECTION A: TO BE COMPLETED BY CUSTOMER
PROJECT NAME: Carlsbad Oaks Lot 24 SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: 2820 Loker Ave E CITY: Carlsbad
PHONE: ( 760) 727-8540 (Vanguard Fire Protection, Inc.) FAX NUMBER: (760) 727-8542
Largest Building (ft2): 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): Loker Ave east of El Fuerte St
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 123 PSI Hydrant Number (if applicable): N/A
Elevation of test: 415 Feet Date/Time of Test':
Pitot Tube Reading:._______________ PSI Corresponding Flow ______________ GPM
Total Flow: 81000 GPM Residual Pressure 111 PSI
At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of greater than 8,000 gpm.
However, velocity at this flow rate exceed the maximum allowable 10 fps criteria. Therefore, the maximum certifiable
fire flow is 8,000 gpm.
Test 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: x
Name:jJe:n*fer.Mael,P.E. Eng. Lic. No. (if applicable): C69606
Signat
Title/O Manager Date: 07/12/2017
8.
I 1II /1/ N/N
NTLfJ I I / N
8-
3 30
14r
+ 71 F-I F-I
Jo-
Legend
I w_Hydrant
Pipe
ZONE
-700
2820 Loker Ave E (Carlsbad Oaks Lot 24) - Fire Flow Analysis
A I
jk'WA, No
- - Fire Protection by Computer Design
VANGUARD FIRE PROTECTION
P. 0. Box 1300
Vista, CA 92085
760-727-8540
Job Name Lot 24 System I
Building
Location : 2820 Loker Ave.
System : Area #1
Contract
Data File : Lot 24 System I Proof.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VAFtGDAD' FIRE PROTECTION Page Lot 24 System I Date
HYDRAULIC CALCULATIONS
for
Project name: Lot 24 System I
Location: 2820 Loker Ave.
Drawing no:
Date: 7-10-17
Design
Remote area number: Area #1
Remote area location: System I Tree Portion
Occupancy classification: ESFR Shell
Density: ESFR - Gpm/SqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 100 - SqFt
Type of sprinklers calculated: ESFR 25
No. of sprinklers calculated: 12 @ 20ps1
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 1649.73 - GPM @ 105.614 - Psi Type of system: Wet
Volume of dry orpreaction system: N/A - Gal
Water supply information
Date: 1-23-17
Location: Loker Ave east of El Fuerte St.
Source: Carlsbad Fire Dept.
Name of contractor: Vanguard Fire Protection
Address: P. 0. Box 1300 Vista, CA 92085
Phone number: 760-525-4329
Name of designer: VFP
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Proof caic at tree portion of system I grid system.
Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087
VVdLI 0U14)IY LUIV (.#)
VANGUARD FIRE PROTECTION Page 2
Lot 24 System I Date
City Water Supply: Demand:
Cl - Static Pressure : 110.7 Dl - Elevation : 14.292
C2 - Residual Pressure: 99.9 D2 - System Flow : 1399.73
C2 - Residual Flow : 8000 D2 - System Pressure : 105.614
Hose ( Demand) : 250
D3 - System Demand : 1649.73
Safety Margin : 4.504
150
140
130
ci o120 --
110 1
)2—..---- - -
---- C2
E10°
s 90
580
u 70
R6°
E5°
40
30
nj
20 --
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW ( N A 1.85)
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
1 _ I
VANGUARD FIRE PROTECTION Page 3
Lot 24 System I Date
112.7 342.7
SI - S2 - S3 4-S4 - 6
226.1 4659
I 465.9
112.8 343 I S5 --S6 - ST - S8 - 7
226.3 46812
I 932.1
113.1 344 I S9 - SIO SII SI2 8
227 467.6
465.9 1399.7 1399.7 1399.7 1399.7
6 4-7 4-8 4-FM4-TRI4-BRI4- MM- FLG4-DI +-.UG 4-UGI
932.1 1399.7 1399.7 1399.7 1080.4
569.4
UG2-> UG
t
I 1080,4
56.4 1649.7
UG2- UGI4- BFI*-- BF2+- SRC
1649.7 1649.7
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
riuiiiys useu ouiiuiiidiy
VANGUARD FIRE PROTECTION Page 4
Lot 24 System I Date
Fitting Legend
Abbrev. Name V2 % 1 1% 11/2 2 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 1390 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 1345 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
I NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zim Wilkins 375ADA 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.
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
-
VANGUARD FIRE PROTECTION Page 5
Lot 24 System I Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
Si 33.0 25.2 20.0 na 112.7 1.0 1 20.0
S2 33.0 25.2 20.25 na 113.41 1.0 1 20.0
S3 33.0 25.2 21.4 na 116.59 1.0 1 20.0
S4 33.0 25.2 23.89 na 123.17 1.0 1 20.0
S5 33.0 25.2 20.03 na 112.79 1.0 1 20.0
S6 33.0 25.2 20.29 na 113.5 1.0 1 20.0
S7 33.0 25.2 21.44 na 116.68 1.0 1 20.0
S8 33.0 25.2 23.93 na 123.27 1.0 1 20.0
S9 33.0 25.2 20.15 na 113.12 1.0 1 20.0
S10 33.0 25.2 20.41 na 113.84 1.0 1 20.0
Sil 33.0 25.2 21.57 na 117.03 1.0 1 20.0
S12 33.0 25.2 24.07 na 123.63 1.0 1 20.0
6 32.0 43.71 na
7 32.0 43.78 na
8 32.0 44.02 na
FM 32.0 57.15 na
TR1 32.0 58.94 na
BR1 2.0 78.22 na
MFD 2.0 80.23 na
FLG 2.0 81.33 na
Dl -4.0 84.29 na
UG -4.0 87.26 na 250.0
UG2 -4.0 88.59 na
UGi -4.0 89.91 na
BF1 -4.0 91.45 na
BF2 -4.0 105.54 na
SRC 0.0 105.61 na
The maximum velocity is 26.15 and it occurs in the pipe between nodes S12 and 8
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
- I
VANGUARD FIRE PROTECTION Page 6
Lot 24 System I Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv **m** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
SI 112.70 2.703 0.0 8.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S2 112.7 0.0318 0.0 8.000 0.254 Vel = 6.30
S2 113.41 2.703 0.0 10.000 20.254 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S3 226.11 0.1151 0.0 10.000 1.151 VeI = 12.64
S3 116.59 2.703 0.0 10.000 21.405 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S4 342.7 0.2484 0.0 10.000 2.484 Vet = 19.16
S4 123.17 2.703 2T 37.301 6.920 23.889 K Factor = 25.20
to 120.0 0.0 37.301 0.433
6 465.87 0.4384 0.0 44.221 19.385 Vet = 26.05
0.0
465.87 43.707 K Factor= 70.47
S5 112.79 2.703 0.0 8.000 20.033 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S6 112.79 0.0318 0.0 8.000 0.254 Vet = 6.31
S6 113.50 2.703 0.0 10.000 20.287 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S7 226.29 0.1153 0.0 10.000 1.153 VeI= 12.65
S7 116.69 2.703 0.0 10.000 21.440 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S8 342.98 0.2488 0.0 10.000 2.488 Vet = 19.18
S8 123.27 2.703 2T 37.301 6.920 23.928 K Factor = 25.20
to 120.0 0.0 37.301 0.433
7 466.25 0.4390 0.0 44.221 19.414 Vet = 26.07
0.0
466.25 43.775 K Factor= 70.47
S9 113.12 2.703 0.0 8.000 20.152 K Factor = 25.20
to 120.0 0.0 0.0 0.0
SIO 113.12 0.0319 0.0 8.000 0.255 Vet= 6.32
SIO 113.84 2.703 0.0 10.000 20.407 K Factor = 25.20
to 120.0 0.0 0.0 0.0
SII 226.96 0.1159 0.0 10.000 1.159 Vet= 12.69
Sill 117.03 2.703 0.0 10.000 21.566 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S12 343.99 0.2502 0.0 10.000 2.502 Vet = 19.23
S12 123.63 2.703 2T 37.301 6.920 24.068 K Factor = 25.20
to 120.0 0.0 37.301 0.433
8 467.62 0.4414 0.0 44.221 19.520 Vet = 26.15
0.0
467.62 44.021 K Factor= 70.48
6 465.87 6.357 0.0 10.000 43.707
to 120.0 0.0 0.0 0.0
7 465.87 0.0068 0.0 10.000 0.068 Vet = 4.71
7 466.24 6.357 0.0 10.000 43.775
to 120.0 0.0 0.0 0.0
8 932.11 0.0246 0.0 10.000 0.246 Vet= 9.42
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 7
Lot 24 System I 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
8 467.62 6.357 1 17.603 234.250 44.021
to 120.0 0.0 17.603 0.0
FM 1399.73 0.0521 0.0 251.853 13.126 Vel = 14.15
FM 0.0 6.357 1 17.603 16.830 57.147
to 120.0 0.0 17.603 0.0
TRI 1399.73 0.0521 0.0 34.433 1.795 Vet = 14.15
TRI 0.0 6.357 1 12.573 30.000 58.942
to 120.0 IS 40.235 90.528 12.993
BRI 1399.73 0.0521 IT 37.72 120.528 6.282 Vet= 14.15
BRI 0.0 6.357 IT 37.72 0.830 78.217
to 120.0 0.0 37.720 0.0
MFD 1399.73 0.0521 0.0 38.550 2.009 Vet = 14.15
MFD 0.0 6.357 1 17.603 3.500 80.226
to 120.0 0.0 17.603 0.0
FLG 1399.73 0.0521 0.0 21.103 1.100 Vet= 14.15
FLG 0.0 8.27 1 32.344 6.000 81.326
to 150.0 0.0 32.343 2.599
Dl 1399.73 0.0096 0.0 38.343 0.367 Vet = 8.36
Dl 0.0 7.68 2G 10.025 106.000 84.292
to 150.0 IF 11.278 110.270 0.0
UG 1399.73 0.0137 2E 45.11 216.270 2.970 Vel = 9.69
IT 43.857
UG -319.36 7.68 2F 22.555 245.000 87.262 Qa = 250
to 150.0 IT 43.857 66.412 0.0
UGI 1080.37 0.0085 0.0 311.412 2.649 Vet = 7.48
0.0
1080.37 89.911 KFactor= 113.94
UG2 -569.36 7.68 3F 33.833 478.000 88.594
to 150.0 0.0 33.833 0.0
UG -569.36 -0.0026 0.0 511.833 -1.332 Vel = 3.94
0.0
-569.36 87.262 K Factor = -60.95
UG2 569.36 7.68 3F 33.833 429.000 88.594
to 150.0 IT 43.857 77.690 0.0
UGI 569.36 0.0026 0.0 506.690 1.317 Vet = 3.94
UGI 1080.37 7.68 1G 5.012 55.000 89.911
to 150.0 1 22.555 27.567 0.0
BFI 1649.73 0.0186 0.0 82.567 1.537 Vel= 11.43
BFI 0.0 8.27 2E 56.936 20.000 91.448
to 140.0 IT 55.354 112.290 12.144 *Fixed toss - 12.144
BF2 1649.73 0.0147 IZim 0.0 132.290 1.951 Vet = 9.85
BF2 0.0 7.68 1G 5.012 48.000 105.543
to 150.0 IT 43.857 48.869 -1.732
SRC 1649.73 0.0186 0.0 96.869 1.803 Vet = 11.43
0.0
1649.73 105.614 K Factor = 160.53
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
I -
VANGUARD FIRE PROTECTION Page 8
Lot 24 System I Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "Ca or Ftng1s Pe Pv ** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
... Fire Protection by Computer Design
VANGUARD FIRE PROTECTION
P. 0. Box 1300
Vista, CA 92085
760-727-8540
Job Name : Lot 24 System 1
Building
Location : 2820 Loker Ave.
System : Area #2
Contract :
Data File : Lot 24 System I Remote.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VANGUARD FIRE PROTECTION Page 1
Lot 24 System 1 Date
HYDRAULIC CALCULATIONS
for
Project name: Lot 24 System I
Location: 2820 Laker Ave.
Drawing no:
Date: 7-10-17
Design
Remote area number: Area #2
Remote area location: System I Remote
Occupancy classification: ESFR Shell
Density: ESFR - Gpm/SqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 100 - SqFt
Type of sprinklers calculated: ESFR 25
No. of sprinklers calculated: 12 @ 20psi
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 1625.793-GPM
Type of system: Wet
Volume of dry orpreaction system: N/A - Gal
Water supply information
Date: 1-23-17
Location: Laker Ave east of El Fuerte St.
Source: Carlsbad Fire Dept.
© 106.908-Psi
Name of contractor: Vanguard Fire Protection
Address: P. 0. Box 1300 Vista, CA 92085
Phone number: 760-525-4329
Name of designer: VFP
Authority ha ving jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken
prior to data entry. Most remote, area has been peaked.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VVdLI 0U1411Y ,UiV
VANGUARD FIRE PROTECTION Page 2
Lot 24 System I Date
City Water Supply:
Cl -Static Pressure : 110.7
C2 - Residual Pressure: 99.9
C2 - Residual Flow : 8000
Demand:
Dl - Elevation : 14.292
02 - System Flow : 1375.79
D2 - System Pressure : 106.908
Hose ( Demand) : 250
D3 - System Demand : 1625.79
Safety Margin : 3.226
150
140
130
P 120 Cl
R 110
C2
E 100
90
80
U 70
R 60
E 50
40
30
20
10
10002000 3000 4000 5000 6000 7000 •IIS
FLOW (NA 1.85)
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
now L)IdIdIII
VANGUARD FIRE PROTECTION Page 3
Lot 24 System I Date
226.8 0.7 228.8
10 - P1 -. P2 - P3 - P4 - 40
t 112 113.4 t
I 226.8 I 228.8
I 228.9 0.5 223
II -.P5 -,.P6 -,P7 4-P8 4-41
113.8 112.6 C
I 455.7 I 457
I 236.4 4.9 226
12 -, P9 - P10-i. P114- P124- 42
C 119.5 109.6
I 692.1
I 88.3
13 -. 43
C C
I 604.8 772
I 75.
14 . 44
1 -T
I 52q.6 847.2
I 63.
15 +--45
C C
I 4648 911
1 541
16 46
C -1-
I 41q.7 965.1
I 4SF
17 47 C C
36.1 1010.7
I 38.
18 +-48
C C
I 32q.5 1049.3
I 33.
19 +-49
C C
I 29.3 1082.5
I 28.
20 - 50 C C
I 2647 1111.1
I 25.8
21 . 51
C C
I 239.1 1136.7
I 23.8
22 e- 52
C C
I 21.2 1160.6
I 234
23 - 53
C C
I 191.5 1184.3
I 24.8
24 - 54
C C
I 16q.9 1208.9
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
now UIdI dill
VANGUARD FIRE PROTECTION Page 4
Lot 24 System I Date
26.
254-55
1- t
I 14q.2 1235.6
I 29.8
26 - 56 T t
I 11q.6 1265.2
I 33.8 27 . 57
t t
I 7.8 1298.5
I 36.8 28 - 58
T t
I 40. 1335.2
I 40.8 29 +-59
226.8 692.1 528.6 410.7 326.5 264.7 215.2 166.9 110.6 40.6 104-11+-12 4-13 4-14 (-15 +-16 17 4-18 *-19 (-20 +-21 +-22 4-23 +-24 -25 4-264-27 *-28 (-29 455.7 t 60318 t 46418 t 36511 t 29313 1 23911 t 19tt5 t 14012 t 77. t
I 88.p 75. 63.8 54 I 45.T 38.f 33.1 28.8 25.f 23.8 23.8 24.f 26.8 29.8 •? 36.8 40.6
228.8 6871.7 1 8471.2 I 96.1 I 1049.3 I 11111.1 I 110.6 I 12q8.9 I 12q5.2 I 13715.2 1375.8 1375.8 1375.8 1064.7 40 *-41 (-42 .-43 .-44-45 (-464-47 -48 4-494-504-514-524-534-54 -55 56 -57 -58 *-59 4-FM4-TR14-BR14-MFt-FLG4-DI 4-UG+-UGI
457 772 911 1010.7 1082.5 1136.7 1184.3 1235.6 1298.5 1375.8 1375.8 1375.8 1375.8
561.1
UG2-) UG
t
1064.7
561.1 1625.8
UG24- UGI4- BFI+- BF24- SRC
1625.8 1625.8
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
ruLutlys useu ouuuiiiuty
VANGUARD FIRE PROTECTION Page 5
Lot 24 System I Date
Fitting Legend
Abbrev. Name % 1 1% 1% 2 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
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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
I NFPA I39O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zim Wilkins 375A0A 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.
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
VANGUARD FIRE PROTECTION Page 6
Lot 24 System I Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
10 32.0 36.72 na
P1 33.0 25.2 20.76 na 114.83 1.0 1 20.0
P2 33.0 25.2 20.0 na 112.7 1.0 1 20.0
P3 33.0 25.2 20.0 na 112.7 1.0 1 20.0
P4 33.0 25.2 20.96 na 115.36 1.0 1 20.0
11 32.0 37.15 na
P5 33.0 25.2 20.93 na 115.29 1.0 1 20.0
P6 33.0 25.2 20.14 na 113.1 1.0 1 20.0
P7 33.0 25.2 20.14 na 113.1 1.0 1 20.0
P8 33.0 25.2 21.09 na 115.72 1.0 1 20.0
12 32.0 38.71 na
P9 33.0 25.2 21.52 na 116.91 1.0 1 20.0
P10 33.0 25.2 20.66 na 114.55 1.0 1 20.0
P11 33.0 25.2 20.66 na 114.54 1.0 1 20.0
P12 33.0 25.2 21.56 na 117.0 1.0 1 20.0
13 32.0 42.09 na
14 32.0 4472 na
15 32.0 46.77 na
16 32.0 48.39 na
17 32.0 49.68 na
18 32.0 50.71 na
19 32.0 51.51 na
20 32.0 52.2 na
21 32.0 52.74 na
22 32.0 53.19 na
23 32.0 53.56 na
24 32.0 53.86 na
25 32.0 54.08 na
26 32.0 54.25 na
27 32.0 54.35 na
28 32.0 54.4 na
29 32.0 54.42 na
40 32.0 51.38 na
41 32.0 51.4 na
42 32.0 51.47 na
43 32.0 51.61 na
44 32.0 51.78 na
45 32.0 51.99 na
46 32.0 52.22 na
47 32.0 52.48 na
48 32.0 52.77 na
49 32.0 53.06 na
50 32.0 53.38 na
51 32.0 53.71 na
52 32.0 54.04 na
53 32.0 54.39 na
54 32.0 54.76 na
55 32.0 55.11 na
56 32.0 55.51 na
57 32.0 55.92 na
58 32.0 56.28 na
59 32.0 56.67 na
FM 32.0 59.2 na
TR1 32.0 60.94 na
BR1 2.0 80.02 na
MFD 2.0 81.97 na
FLG 2.0 83.03 na
Dl -4.0 85.99 na
UG -4.0 88.86 na 250.0
UG2 -4.0 90.16 na
UG1 -4.0 91.44 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
VANGUARD FIRE PROTECTION Page 7
Lot 24 System I Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual
BF1 -4.0 92.94 na
BF2 -4.0 106.88 na
SRC 0.0 106.91 na
The maximum velocity is 25.74 and it occurs in the pipe between nodes 12 and 13
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 8
Lot 24 System 1 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
10 -226.83 2.203 2T 27.277 22.250 36.724
to 120.0 0.0 27.277 -0.433
P1 -226.83 -0.3135 0.0 49.527 -15.526 Vel = 19.09
P1 114.83 2.203 0.0 9.000 20.765 K Factor = 25.20
to 120.0 0.0 0.0 0.0
P2 -112.0 -0.0850 0.0 9.000 -0.765 Vel = 9.43
P2 112.70 2.203 0.0 10.000 20.000 K Factor= 25.20
to 120.0 0.0 0.0 0.0
P3 0.7 0.0 0.0 10.000 0.0 Vet = 0.06
P3 112.70 2.203 0.0 11.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
P4 113.4 0.0869 0.0 11.000 0.956 Vel= 9.54
P4 115.36 2.203 2T 27.277 66.920 20.956 K Factor = 25.20
to 120.0 0.0 27.277 0.433
40 228.76 0.3184 0.0 94.197 29.995 Vet = 19.25
0.0
228.76 51.384 KFactor= 31.91
11 -228.91 2.203 2T 27.277 22.250 37.153
to 120.0 0.0 27.277 -0.433
P5 -228.91 -0.3188 0.0 49.527 -15.791 Vel = 19.27
P5 115.28 2.203 0.0 9.000 20.929 K Factor = 25.20
to 120.0 0.0 0.0 0.0
P6 -113.63 -0.0872 0.0 9.000 -0.785 Vet = 9.56
P6 113.10 2.203 0.0 10.000 20.144 K Factor= 25.20
to 120.0 0.0 0.0 0.0
P7 -0.53 0.0 0.0 10.000 0.0 Vet = 0.04
P7 113.10 2.203 0.0 11.000 20.144 K Factor= 25.20
to 120.0 0.0 0.0 0.0
P8 112.57 0.0857 0.0 11.000 0.943 Vel = 9.48
P8 115.72 2.203 2T 27.277 66.920 21.087 K Factor = 25.20
to 120.0 0.0 27.277 0.433
41 228.29 0.3172 0.0 94.197 29.883 Vel = 19.22
0.0
228.29 51.403 KFactor= 31.84
12 -236.38 2.203 2T 27.277 22.250 38.713
to 120.0 0.0 27.277 -0.433
P9 -236.38 -0.3383 0.0 49.527 -16.757 Vet = 19.90
P9 116.91 2.203 0.0 9.000 21.523 K Factor = 25.20
to 120.0 0.0 0.0 0.0
P10 -119.47 -0.0957 0.0 9.000 -0.861 Vel = 10.06
P10 114.55 2.203 0.0 10.000 20.662 K Factor = 25.20
to 120.0 0.0 0.0 0.0
P11 -4.92 -0.0003 0.0 10.000 -0.003 Vel = 0.41
P11 114.54 2.203 0.0 11.000 20.659 K Factor = 25.20
to 120.0 0.0 0.0 0.0
P12 109.62 0.0816 0.0 11.000 0.898 VeI= 9.23
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 9
Lot 24 System I 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
P12 117.00 2.203 2T 27.277 66.920 21.557 K Factor = 25.20
to 120.0 0.0 27.277 0.433
42 226.62 0.3129 0.0 94.197 29.478 Vel = 19.07
0.0
226.62 51.468 KFactor= 31.59
13 88.33 2.203 41 54.555 119.170 42.093
to 120.0 0.0 54.555 0.0
43 88.33 0.0548 0.0 173.725 9.514 Vet = 7.43
0.0
88.33 51.607 K Factor= 12.30
14 75.19 2.203 4T 54.555 119.170 44.718
to 120.0 0.0 54.555 0.0
44 75.19 0.0407 0.0 173.725 7.062 Vel = 6.33
0.0
75.19 51.780 K Factor = 10.45
15 63.83 2.203 4T 54.555 119.170 46.771
to 120.0 0.0 54.555 0.0
45 63.83 0.0300 0.0 173.725 5.215 Vet = 5.37
0.0
63.83 51.986 K Factor = 8.85
16 54.04 2.203 4T 54.555 119.170 48.389
to 120.0 0.0 54.555 0.0
46 54.04 0.0221 0.0 173.725 3.833 Vet = 4.55
0.0
54.04 52.222 K Factor = 7.48
17 45.67 2.203 4T 54.555 119.170 49.676
to 120.0 0.0 54.555 0.0
47 45.67 0.0162 0.0 173.725 2.808 Vet = 3.84
0.0
45.67 52.484 K Factor = 6.30
18 38.61 2.203 41 54.555 119.170 50.711
to 120.0 0.0 54.555 0.0
48 38.61 0.0118 0.0 173.725 2.058 Vel = 3.25
0.0
38.61 52.769 K Factor = 5.32
19 33.12 2.203 4T 54.555 119.170 51.510
to 120.0 0.0 54.555 0.0
49 33.12 0.0089 0.0 173.725 1.550 Vel = 2.79
0.0
33.12 53.060 K Factor = 4.55
20 28.62 2.203 41 54.555 119.170 52.201
to 120.0 0.0 54.555 0.0
50 28.62 0.0068 0.0 173.725 1.183 Vet = 2.41
0.0
28.62 53.384 K Factor = 3.92
21 25.61 2.203 4T 54.555 119.170 52.743
to 120.0 0.0 54.555 0.0
51 25.61 0.0055 0.0 173.725 0.963 Vel = 2.16
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 10
Lot 24 System I Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *** Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
0.0
25.61 53.706 K Factor = 3.49
22 23.95 2.203 4T 54.555 119.170 53.193
to 120.0 0.0 54.555 0.0
52 23.95 0.0049 0.0 173.725 0.850 Vet = 2.02
0.0
23.95 54.043 K Factor = 3.26
23 23.65 2.203 4T 54.555 119.170 53.562
to 120.0 0.0 54.555 0.0
53 23.65 0.0048 0.0 173.725 0.831 Vet = 1.99
0.0
23.65 54.393 K Factor = 3.21
24 24.64 2.203 4T 54.555 119.170 53.860
to 120.0 0.0 54.555 0.0
54 24.64 0.0052 0.0 173.725 0.897 Vel = 2.07
0.0
24.64 54.757 K Factor = 3.33
25 26.63 2.203 4T 54.555 119.170 54.079
to 120.0 0.0 54.555 0.0
55 26.63 0.0060 0.0 173.725 1.036 Vet = 2.24
0.0
26.63 55.115 K Factor = 3.59
26 29.63 2.203 4T 54.555 119.170 54.247
to 120.0 0.0 54.555 0.0
56 29.63 0.0073 0.0 173.725 1.261 Vet = 2.49
0.0
29.63 55.508 K Factor = 3.98
27 33.28 2.203 4T 54.555 119.170 54.355
to 120.0 0.0 54.555 0.0
57 33.28 0.0090 0.0 173.725 1.563 Vet = 2.80
0.0
33.28 55.918 K Factor = 4.45
28 36.76 2.203 4T 54.555 119.170 54.402
to 120.0 0.0 54.555 0.0
58 36.76 0.0108 0.0 173.725 1.879 Vet = 3.09
0.0
36.76 56.281 K Factor = 4.90
29 40.57 2.203 4T 54.555 119.170 54.416
to 120.0 0.0 54.555 0.0
59 40.57 0.0130 0.0 173.725 2.255 Vet = 3.41
0.0
40.57 56.671 K Factor = 5.39
10 226.83 3.314 0.0 10.000 36.724
to 120.0 0.0 0.0 0.0
11 226.83 0.0429 0.0 10.000 0.429 VeI= 8.44
11 228.92 3.314 0.0 10.000 37.153
to 120.0 0.0 0.0 0.0
12 455.75 0.1560 0.0 10.000 1.560 Vel= 16.95
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 11
Lot 24 System I 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
12 236.37 3.314 0.0 10.000 38.713
to 120.0 0.0 0.0 0.0
13 692.12 0.3380 0.0 10.000 3.380 Vet = 25.74
13 -88.33 3.314 0.0 10.000 42.093
to 120.0 0.0 0.0 0.0
14 603.79 0.2625 0.0 10.000 2.625 VeI = 22.46
14 -75.19 3.314 0.0 10.000 44.718
to 120.0 0.0 0.0 0.0
15 528.6 0.2053 0.0 10.000 2.053 Vet = 19.66
15 -63.82 3.314 0.0 10.000 46.771
to 120.0 0.0 0.0 0.0
16 464.78 0.1618 0.0 10.000 1.618 VeI= 17.29
16 -54.04 3.314 0.0 10.000 48.389
to 120.0 0.0 0.0 0.0
17 410.74 0.1287 0.0 10.000 1.287 Vet = 15.28
17 -45.67 3.314 0.0 10.000 49.676
to 120.0 0.0 0.0 0.0
18 365.07 0.1035 0.0 10.000 1.035 Vel= 13.58
18 -38.62 3.314 0.0 9.500 50.711
to 120.0 0.0 0.0 0.0
19 326.45 0.0841 0.0 9.500 0.799 Vet = 12.14
19 -33.11 3.314 0.0 10.000 51.510
to 120.0 0.0 0.0 0.0
20 293.34 0.0691 0.0 10.000 0.691 Vet = 10.91
20 -28.62 3.314 0.0 9.500 52.201
to 120.0 0.0 0.0 0.0
21 264.72 0.0571 0.0 9.500 0.542 Vet = 9.85
21 -25.61 3.314 0.0 9.500 52.743
to 120.0 0.0 0.0 0.0
22 239.11 0.0474 0.0 9.500 0.450 Vet = 8.89
22 -23.95 3.314 0.0 9.500 53.193
to 120.0 0.0 0.0 0.0
23 215.16 0.0388 0.0 9.500 0.369 Vel = 8.00
23 -23.65 3.314 0.0 9.500 53.562
to 120.0 0.0 0.0 0.0
24 191.51 0.0314 0.0 9.500 0.298 Vel= 7.12
24 -24.64 3.314 0.0 9.000 53.860
to 120.0 0.0 0.0 0.0
25 166.87 0.0243 0.0 9.000 0.219 Vet = 6.21
25 -26.63 3.314 0.0 9.500 54.079
to 120.0 0.0 0.0 0.0
26 140.24 0.0177 0.0 9.500 0.168 Vet= 5.22
26 -29.63 3.314 0.0 9.500 54.247
to 120.0 0.0 0.0 0.0
27 110.61 0.0114 0.0 9.500 0.108 VeI= 4.11
27 -33.28 3.314 0.0 8.000 54.355
to 120.0 0.0 0.0 0.0
28 77.33 0.0059 0.0 8.000 0.047 Vet = 2.88
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 12
Lot 24 System I Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *** Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Fin
28 -36.76 3.314 0.0 8.170 54.402
to 120.0 0.0 0.0 0.0
29 40.57 0.0017 0.0 8.170 0.014 Vet = 1.51
0.0
40.57 54.416 K Factor = 5.50
40 228.76 6.357 0.0 10.000 51.384
to 120.0 0.0 0.0 0.0
41 228.76 0.0019 0.0 10.000 0.019 Vet = 2.31
41 228.29 6.357 0.0 10.000 51.403
to 120.0 0.0 0.0 0.0
42 457.05 0.0065 0.0 10.000 0.065 Vel = 4.62
42 226.62 6.357 0.0 10.000 51.468
to 120.0 0.0 0.0 0.0
43 683.67 0.0139 0.0 10.000 0.139 Vet = 6.91
43 88.33 6.357 0.0 10.000 51.607
to 120.0 0.0 0.0 0.0
44 772.0 0.0173 0.0 10.000 0.173 Vet = 7.80
44 75.19 6.357 0.0 10.000 51.780
to 120.0 0.0 0.0 0.0
45 847.19 0.0206 0.0 10.000 0.206 Vet = 8.56
45 63.83 6.357 0.0 10.000 51.986
to 120.0 0.0 0.0 0.0
46 911.02 0.0236 0.0 10.000 0.236 Vel = 9.21
46 54.04 6.357 0.0 10.000 52.222
to 120.0 0.0 0.0 0.0
47 965.06 0.0262 0.0 10.000 0.262 Vel = 9.76
47 45.67 6.357 0.0 10.000 52.484
to 120.0 0.0 0.0 0.0
48 1010.73 0.0285 0.0 10.000 0.285 Vel = 10.22
48 38.61 6.357 0.0 9.500 52.769
to 120.0 0.0 0.0 0.0
49 1049.34 0.0306 0.0 9.500 0.291 Vel = 10.61
49 33.12 6.357 0.0 10.000 53.060
to 120.0 0.0 0.0 0.0
50 1082.46 0.0324 0.0 10.000 0.324 Vel = 10.94
50 28.62 6.357 0.0 9.500 53.384
to 120.0 0.0 0.0 0.0
51 1111.08 0.0339 0.0 9.500 0.322 Vel = 11.23
51 25.61 6.357 0.0 9.500 53.706
to 120.0 0.0 0.0 0.0
52 1136.69 0.0355 0.0 9.500 0.337 Vet = 11.49
52 23.95 6.357 0.0 9.500 54.043
to 120.0 0.0 0.0 0.0
53 1160.64 0.0368 0.0 9.500 0.350 Vel= 11.73
53 23.65 6.357 0.0 9.500 54.393
to 120.0 0.0 0.0 0.0
54 1184.29 0.0383 0.0 9.500 0.364 Vet = 11.97
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 13
Lot 24 System I 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
54 24.63 6.357 0.0 9.000 54.757
to 120.0 0.0 0.0 0.0
55 1208.92 0.0398 0.0 9.000 0.358 Vel = 12.22
55 26.63 6.357 0.0 9.500 55.115
to 120.0 0.0 0.0 0.0
56 1235.55 0.0414 0.0 9.500 0.393 Vel = 12.49
56 29.63 6.357 0.0 9.500 55.508
to 120.0 0.0 0.0 0.0
57 1265.18 0.0432 0.0 9.500 0.410 VeI= 12.79
57 33.28 6.357 0.0 8.000 55.918
to 120.0 0.0 0.0 0.0
58 1298.46 0.0454 0.0 8.000 0.363 Vet = 13.13
58 36.76 6.357 0.0 8.170 56.281
to 120.0 0.0 0.0 0.0
59 1335.22 0.0477 0.0 8.170 0.390 Vel= 13.50
59 40.57 6.357 1E 17.603 32.580 56.671
to 120.0 0.0 17.603 0.0
FM 1375.79 0.0505 0.0 50.183 2.534 Vel = 13.91
FM 0.0 6.357 1E 17.603 16.830 59.205
to 120.0 0.0 17.603 0.0
TRI 1375.79 0.0505 0.0 34.433 1.738 Vet = 13.91
TR1 0.0 6.357 1 12.573 30.000 60.943
to 120.0 IS 40.235 90.528 12.993
BRI 1375.79 0.0505 IT 37.72 120.528 6.084 Vel= 13.91
BRI 0.0 6.357 IT 37.72 0.830 80.020
to 120.0 0.0 37.720 0.0
MFD 1375.79 0.0505 0.0 38.550 1.947 Vel = 13.91
MFD 0.0 6.357 1E 17.603 3.500 81.967
to 120.0 0.0 17.603 0.0
FLG 1375.79 0.0505 0.0 21.103 1.065 VeI= 13.91
FLG 0.0 8.27 1 32.344 6.000 83.032
to 150.0 0.0 32.343 2.599
DI 1375.79 0.0093 0.0 38.343 0.355 Vet = 8.22
DI 0.0 7.68 20 10.025 106.000 85.986
to 150.0 IF 11.278 110.270 0.0
UG 1375.79 0.0133 2E 45.11 216.270 2.878 VeI= 9.53
IT 43.857
UG -311.10 7.68 2F 22.555 245.000 88.864 Qa = 250
to 150.0 IT 43.857 66.412 0.0
UG1 1064.69 0.0083 0.0 311.412 2.578 Vel = 7.37
0.0
1064.69 91.442 K Factor = 111.34
UG2 -561.10 7.68 3F 33.833 478.000 90.159
to 150.0 0.0 33.833 0.0
UG -561.1 -0.0025 0.0 511.833 -1.295 Vel = 3.89
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 14
Lot 24 System I 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
-561.10 88.864 K Factor= -59.52
UG2 561.10 7.68 3F 33.833 429.000 90.159
to 150.0 IT 43.857 77.690 0.0
UGI 561.1 0.0025 0.0 506.690 1.283 VeI = 3.89
UGI 1064.69 7.68 1 5.012 55.000 91.442
to 150.0 1E 22.555 27.567 0.0
BFI 1625.79 0.0181 0.0 82.567 1.496 Vet = 11.26
BFI 0.0 8.27 2E 56.936 20.000 92.938
to 140.0 iT 55.354 112.290 12.048 Fixed loss 12.048
BF2 1625.79 0.0144 IZim 0.0 132.290 1.899 Vet = 9.71
BF2 0.0 7.68 1 5.012 48.000 106.885
to 150.0 IT 43.857 48.869 -1.732
SRC 1625.79 0.0181 0.0 96.869 1.755 Vel = 11.26
0.0
1625.79 106.908 K Factor = 157.24
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - Fire Protection by Computer Design
VANGUARD FIRE PROTECTION
P. 0. Box 1300
Vista, CA 92085
760-727-8540
Job Name : Lot 24 System I
Building
Location : 2820 Loker Ave.
System : Area #3
Contract
Data File : Lot 24 System 2 Proof Calc.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VANGUARD FIRE PROTECTION Page 1
Lot 24 System I Date
HYDRAULIC CALCULATIONS
for
Project name: Lot 24 System 2
Location: 2820 Loker Ave.
Drawing no:
Date: 7-10-17
Design
Remote area number: Area #3
Remote area location: System 2 Proof Caic
Occupancy classification: ESFR Shell
Density: ESFR - Gpm/SqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 100 - SqFt
Type of sprinklers calculated: ESFR 25
No. of sprinklers calculated: 12 @ 20ps1
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 1760.046 -GPM @ 104.529 - Psi
Type of system: Wet
Volume of dry or preaction system: N/A - Gal
Water supply information
Date: 1-23-17
Location: Loker Ave east of El Fuerte St.
Source: Carlsbad Fire Dept.
Name of contractor: Vanguard Fire Protection
Address: P. 0. Box 1300 Vista, CA 92085
Phone number: 760-525-4329
Name of designer: VFP
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken
prior to data entry. Proof Calc.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VVdLI ouppiy L'UlV I ,)
VANGUARD FIRE PROTECTION Page 2
Lot 24 System I Date
City Water Supply: Demand:
Cl -Static Pressure : 110.7 Dl - Elevation : 14.292
C2 - Residual Pressure: 99.9 D2 - System Flow : 1510.05
C2 - Residual Flow : 8000 D2 - System Pressure : 104.529
Hose ( Demand) : 250
D3 - System Demand : 1760.05
Safety Margin : 5.515
150
140
130
p120
R11° ------------ C2
E10°
90
580
U 70
R6°
E5°
40
30
20
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW (NA 1.85)
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
VANGUARD FIRE PROTECTION
Lot 24 System I
134.1
El - X
136.2
E2+-X 91
270.3
132
E3 *- 90T
131.8
E4 - 90T
112.7
E5 - E6 - 92T
226.4
113.6
E8 E7 - 92T
228.1
124.9 22.9 247.8
E9 - EI04- 93T- Eli4- E12E- 73
250.8 111.4 1
I 247.8
263.8 I 90T 4- 90 I
454.5 I 92T4- 92 I C
I 988.5
27.8 I 93T4-93
263.8 988.5 12q2.3
90 - 91 +-92 - 93 - 94 - XX
534.1 1262.3
247.8 1510 1510 1510 1510 1510 1159.6
73 4-XX 74 75 .- 76 - 77 - FMZ- TR24- BR24- MFD- FLG- DI - UG <- UGI
1510 1510 1510 1510 1510 1510
600.4
UG2- UG
C
I 1159.6
60q.4 1760
UGZ- UGI4- BFli- BF24- SRC
1760 1760
Page 3
Date
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rittillylb UU OUllillidly
VANGUARD FIRE PROTECTION Page 4
Lot 24 System I Date
Fitting Legend
Abbrev. Name 1 1% 11/2 2 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 I39O Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S NFPA 13Swing 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
Zim Wilkins 375ADA 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.
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
VANGUARD FIRE PROTECTION Page 5
Lot 24 System I Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
El 33.0 25.2 28.32 na 134.1 1.0 1 20.0
E2 33.0 25.2 29.2 na 136.18 1.0 1 20.0
X 33.0 29.41 na
E3 33.0 25.2 27.43 na 131.99 1.0 1 20.0
E4 33.0 25.2 27.35 na 131.78 1.0 1 20.0
E5 33.0 25.2 20.0 na 112.7 1.0 1 20.0
E6 33.0 25.2 20.35 na 113.68 1.0 1 20.0
E8 33.0 25.2 20.32 na 113.59 1.0 1 20.0
E7 33.0 25.2 20.64 na 114.49 1.0 1 20.0
E9 33.0 25.2 24.56 na 124.89 1.0 1 20.0
E10 33.0 25.2 24.98 na 125.95 1.0 1 20.0
931 33.0 28.41 na
Eli 33.0 25.2 28.4 na 134.3 1.0 1 20.0
E12 33.0 25.2 29.29 na 136.39 1.0 1 20.0
90T 33.0 28.37 na
92T 33.0 23.18 na
90 32.0 31.81 na
91 32.0 31.83 na
92 32.0 31.84 na
93 32.0 32.06 na
94 32.0 33.08 na
73 32.0 36.5 na
XX 32.0 36.52 na
74 32.0 36.76 na
75 32.0 37.36 na
76 32.0 37.96 na
77 32.0 38.56 na
FM2 32.0 50.66 na
TR2 32.0 54.46 na
BR2 2.0 74.68 na
MFD 2.0 76.99 na
FLG 2.0 78.25 na
DI -4.0 81.28 na
UG -4.0 84.69 na 250.0
UG2 -4.0 86.16 na
UGi -4.0 87.71 na
BF1 -4.0 89.45 na
8F2 -4.0 104.23 na
SRC 0.0 104.53 na
The maximum velocity is 25.41 and it occurs in the pipe between nodes 92T and 92
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 6
Lot 24 System I 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
El 134.10 2.703 1 9.325 15.500 28.319 K Factor = 25.20
to 120.0 0.0 9.325 0.0
X 134.1 0.0438 0.0 24.825 1.087 Vet = 7.50
0.0
134.10 29.406 K Factor= 24.73
E2 136.18 2.703 0.0 4.500 29.203 K Factor = 25.20
to 120.0 0.0 0.0 0.0
X 136.18 0.0451 0.0 4.500 0.203 Vet = 7.61
X 134.10 2.703 0.0 12.420 29.406
to 120.0 0.0 0.0 0.433
91 270.28 0.1601 0.0 12.420 1.988 Vel= 15.11
0.0
270.28 31.827 K Factor= 47.91
E3 131.99 2.703 IT 18.651 3.420 27.434 K Factor = 25.20
to 120.0 0.0 18.651 0.0
90T 131.99 0.0425 0.0 22.071 0.938 Vel = 7.38
0.0
131.99 28.372 KFactor= 24.78
E4 131.78 2.703 iT 18.651 5.580 27.345 K Factor = 25.20
to 120.0 0.0 18.651 0.0
90T 131.78 0.0424 0.0 24.231 1.027 Vet = 7.37
0.0
131.78 28.372 K Factor= 24.74
E5 112.70 2.703 0.0 11.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
E6 112.7 0.0317 0.0 11.000 0.349 Vel = 6.30
E6 113.68 2.703 IT 18.651 5.920 20.349 K Factor = 25.20
to 120.0 0.0 18.651 0.0
92T 226.38 0.1153 0.0 24.571 2.834 VeI= 12.66
0.0
226.38 23.183 K Factor= 47.02
E8 113.59 2.703 0.0 10.000 20.320 K Factor = 25.20
to 120.0 0.0 0.0 0.0
E7 113.59 0.0322 0.0 10.000 0.322 Vel= 6.35
E7 114.50 2.703 IT 18.651 3.080 20.642 K Factor = 25.20
to 120.0 0.0 18.651 0.0
92T 228.09 0.1169 0.0 21.731 2.541 VeI= 12.75
0.0
228.09 23.183 K Factor = 47.37
E9 124.89 2.703 0.0 11.000 24.560 K Factor = 25.20
to 120.0 0.0 0.0 0.0
E10 124.89 0.0384 0.0 11.000 0.422 Vel= 6.98
EIO 125.95 2.703 iT 18.651 5.920 24.982 K Factor = 25.20
to 120.0 0.0 18.651 0.0
93T 250.84 0.1395 0.0 24.571 3.427 VeI= 14.02
93T -273.78 2.703 0.0 3.080 28.409
to 120.0 0.0 0.0 0.0
Eli -22.94 -0.0016 0.0 3.080 -0.005 Vet = 1.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 7
Lot 24 System I Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. nC'1 or Ftng's Pe Pv *** Notes
Point at Pf/Ft Eqv. Ln. Total Pf Pn
Eli 134.31 2.703 IT 18.651 10.000 28.404 K Factor = 25.20
to 120.0 0.0 18.651 0.0
E12 111.37 0.0310 0.0 28.651 0.889 Vel= 6.23
E12 136.39 2.703 2T 37.301 12.420 29.293 K Factor = 25.20
to 120.0 0.0 37.301 0.433
73 247.76 0.1363 0.0 49.721 6.778 Vel= 13.85
0.0
247.76 36.504 KFactor= 41.01
90T 263.77 2.703 IT 18.651 1.000 28.372
to 120.0 0.0 18.651 0.433
90 263.77 0.1531 0.0 19.651 3.008 Vel = 14.75
0.0
263.77 31.813 KFactor= 46.77
92T 454.46 2.703 IT 18.651 1.000 23.183
to 120.0 0.0 18.651 0.433
92 454.46 0.4188 0.0 19.651 8.229 Vel = 25.41
0.0
454.46 31.845 K Factor = 80.53
93T 273.78 2.703 IT 18.651 1.000 28.409
to 120.0 0.0 18.651 0.433
93 273.78 0.1640 0.0 19.651 3.222 Vel = 15.31
0.0
273.78 32.064 K Factor = 48.35
90 263.77 6.357 0.0 6.000 31.813
to 120.0 0.0 0.0 0.0
91 263.77 0.0023 0.0 6.000 0.014 Vel = 2.67
91 270.28 6.357 0.0 2.000 31.827
to 120.0 0.0 0.0 0.0
92 534.05 0.0090 0.0 2.000 0.018 Vel = 5.40
92 454.46 6.357 0.0 8.000 31.845
to 120.0 0.0 0.0 0.0
93 988.51 0.0274 0.0 8.000 0.219 Vel = 9.99
93 273.78 6.357 1E 17.603 6.000 32.064
to 120.0 0.0 17.603 0.0
94 1262.29 0.0430 0.0 23.603 1.016 Vel= 12.76
94 0.0 6.357 IE 17.603 24.500 33.080
to 120.0 IT 37.72 55.323 0.0
XX 1262.29 0.0430 0.0 79.823 3.436 Vel = 12.76
0.0
1262.29 36.516 K Factor = 208.89
73 247.76 6.357 0.0 6.000 36.504
to 120.0 0.0 0.0 0.0
XX 247.76 0.0020 0.0 6.000 0.012 Vel = 2.50
XX 1262.29 6.357 0.0 4.000 36.516
to 120.0 0.0 0.0 0.0
74 1510.05 0.0600 0.0 4.000 0.240 Vel = 15.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 8
Lot 24 System I 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
74 0.0 6.357 0.0 10.000 36.756
to 120.0 0.0 0.0 0.0
75 1510.05 0.0600 0.0 10.000 0.600 Vet = 15.26
75 0.0 6.357 0.0 10.000 37.356
to 120.0 0.0 0.0 0.0
76 1510.05 0.0600 0.0 10.000 0.600 Vel = 15.26
76 0.0 6.357 0.0 10.000 37.956
to 120.0 0.0 0.0 0.0
77 1510.05 0.0599 0.0 10.000 0.599 Vel = 15.26
77 0.0 6.357 IE 17.603 184.250 38.555
to 120.0 0.0 17.603 0.0
FM2 1510.05 0.0600 0.0 201.853 12.106 Vel= 15.26
FM2 0.0 6.357 IE 17.603 45.670 50.661
to 120.0 0.0 17.603 0.0
TR2 1510.05 0.0600 0.0 63.273 3.794 Vel = 15.26
TR2 0.0 6.357 lB 12.573 30.000 54.455
to 120.0 1S 40.235 90.528 12.993
BR2 1510.05 0.0600 IT 37.72 120.528 7.229 Vel = 15.26
BR2 0.0 6.357 IT 37.72 0.830 74.677
to 120.0 0.0 37.720 0.0
MED 1510.05 0.0599 0.0 38.550 2.311 Vel= 15.26
MED 0.0 6.357 IE 17.603 3.500 76.988
to 120.0 0.0 17.603 0.0
FLG 1510.05 0.0600 0.0 21.103 1.266 VeI= 15.26
FLG 0.0 8.27 IE 32.344 6.000 78.254
to 150.0 0.0 32.343 2.599
Dl 1510.05 0.0110 0.0 38.343 0.422 Vel= 9.02
DI 0.0 7.68 2G 10.025 106.000 81.275
to 150.0 IF 11.278 110.270 0.0
UG 1510.05 0.0158 2E 45.11 216.270 3.418 Vel = 10.46
IT 43.857
UG -350.43 7.68 2E 22.555 245.000 84.693 Qa = 250
to 150.0 IT 43.857 66.412 0.0
UGI 1159.62 0.0097 0.0 311.412 3.020 Vel = 8.03
0.0
1159.62 87.713 K Factor = 123.82
UG2 -600.43 7.68 3F 33.833 478.000 86.162
to 150.0 0.0 33.833 0.0
UG -600.43 -0.0029 0.0 511.833 -1.469 Vel = 4.16
0.0
-600.43 84.693 K Factor = -65.24
UG2 600.43 7.68 3E 67.666 429.000 86.162
to 150.0 IT 43.857 111.523 0.0
UGI 600.43 0.0029 0.0 540.523 1.551 Vet = 4.16
UG1 1159.62 7.68 1G 5.012 55.000 87.713
to 150.0 1 22.555 27.567 0.0
BFI 1760.05 0.0210 0.0 82.567 1.733 VeI= 12.19
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 9
Lot 24 System I 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
BFI 0.0 8.27 2E 56.936 20.000 89.446
to 140.0 IT 55.354 112.290 12.583 * Fixed loss = 12.583
BF2 1760.05 0.0166 IZim 0.0 132.290 2.199 Vel = 10.51
BF2 0.0 7.68 1 5.012 48.000 104.228
to 150.0 IT 43.857 48.869 -1.732
SRC 1760.05 0.0210 0.0 96.869 2.033 VeI= 12.19
0.0
1760.05 104.529 K Factor= 172.15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - Fire Protection by Computer Design
VANGUARD FIRE PROTECTION
P. 0. Box 1300
Vista, CA 92085
760-727-8540
Job Name : Lot 24 System 2 Proof
Building
Location : 2820 Loker Ave.
System : Area #4
Contract
Data File Lot 24 System 2 Remote.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VANGUARD FIRE PROTECTION Page 1
Lot 24 System 2 Proof Date
HYDRAULIC CALCULATIONS
for
Project name: Lot 24 System 2
Location: 2820 Loker Ave.
Drawing no:
Date: 7-10-17
Design
Remote area number: Area #4
Remote area location: System 2 Remote
Occupancy classification: ESFR Shell
Density: ESFR - Gpm/SqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 100 - SqFt
Type of sprinklers calculated: ESFR 25
No. of sprinklers calculated: 12 @ 20psi
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 1650.165 -GPM © 107.464 - Psi
Type of system: Wet
Volume of dry orpreaction system: N/A - Gal
Water supply information
Date: 1-23-17
Location: Loker Ave east of El Fuerte St.
Source: Carlsbad Fire Dept.
Name of contractor: Vanguard Fire Protection
Address: P. 0. Box 1300 Vista, CA 92085
Phone number: 760-525-4329
Name of designer: VFP
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken
prior to data entry. Remote Caic
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VVdLI oupply '.JUIV )
VANGUARD FIRE PROTECTION Page 2
Lot 24 System 2 Proof Date
City Water Supply: Demand:
Cl -Static Pressure : 110.7 Dl - Elevation : 14.292
C2 - Residual Pressure: 99.9 D2 - System Flow : 1400.16
C2 - Residual Flow : 8000 D2 - System Pressure : 107.464
Hose ( Demand) : 250
D3 - System Demand : 1650.16
Safety Margin : 2.653
150
140
130
p120
R 110 - -
_________ C2
E10°
S 90
S80
U7°
R6°
E5°
40
30
20
nj
--
10
• -.I I I I
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW (NA 1.85)
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
VANGUARD FIRE PROTECTION Page 3
Lot 24 System 2 Proof Date
112.7 342.9
SI +- S2 S3 4-S4 74
226.4 466t
I 466
112.8 343.2
S5 S6 -. S7 S8 . 75
226.6 468M
I 932.5
113.1 344.1
S9 - SI04- SII S124- 76
227.2 467.7
466 1400.2 1400.2 1400.2 1400.2 1080.6
74 - 75 .- 76 - 77 FMZ- TR2+- BR2(- MM- FLG4-- DI - UG .- UGI
932.5 1400.2 1400.2 1400.2 1400.2
569.5
UG2- UG
t
1080.6
569.5 1650.2
UG2- UGI BFI4- BF24- SRC
1650.2 1650.2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
r1LL1119b USU OUuIIIIldI
VANGUARD FIRE PROTECTION Page 4
Lot 24 System 2 Proof Date
Fitting Legend
Abbrev. Name % % 1 14 11/2 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 I39O' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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 13Swing 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
Zim Wilkins 375ADA 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.
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
VANGUARD FIRE PROTECTION Page 5
Lot 24 System 2 Proof Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
SI 33.0 25.2 20.0 na 112.7 1.0 1 20.0
S2 33.0 25.2 20.35 na 113.68 1.0 1 20.0
S3 33.0 25.2 21.39 na 116.54 1.0 1 20.0
S4 33.0 25.2 23.87 na 123.13 1.0 1 20.0
S5 33.0 25.2 20.03 na 112.79 1.0 1 20.0
S6 33.0 25.2 20.38 na 113.77 1.0 1 20.0
S7 33.0 25.2 21.42 na 116.63 1.0 1 20.0
S8 33.0 25.2 23.91 na 123.22 1.0 1 20.0
S9 33.0 25.2 20.14 na 113.1 1.0 1 20.0
S10 33.0 25.2 20.5 na 114.08 1.0 1 20.0
SI1 33.0 25.2 21.54 na 116.96 1.0 1 20.0
S12 33.0 25.2 24.04 na 123.57 1.0 1 20.0
74 32.0 46.12 na
75 32.0 46.19 na
76 32.0 46.43 na
77 32.0 46.95 na
FM2 32.0 57.48 na
TR2 32.0 60.78 na
BR2 2.0 80.06 na
MFD 2.0 82.07 na
FLG 2.0 83.17 na
Dl -4.0 86.14 na
UG -4.0 89.11 na 250.0
UG2 -4.0 90.44 na
UG1 -4.0 91.76 na
BF1 -4.0 93.3 na
BF2 -4.0 107.39 na
SRC 0.0 107.46 na
The maximum velocity is 26.15 and it occurs in the pipe between nodes S12 and 76
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 6
Lot 24 System 2 Proof 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
SI 112.70 2.703 0.0 11.000 20.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S2 112.7 0.0317 0.0 11.000 0.349 Vel = 6.30
S2 113.68 2.703 0.0 9.000 20.349 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S3 226.38 0.1153 0.0 9.000 1.038 Vel = 12.66
S3 116.54 2.703 0.0 10.000 21.387 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S4 342.92 0.2487 0.0 10.000 2.487 Vet = 19.17
S4 123.13 2.703 21 37.301 12.420 23.874 K Factor = 25.20
to 120.0 0.0 37.301 0.433
74 466.05 0.4387 0.0 49.721 21.812 VeI= 26.06
0.0
466.05 46.119 K Factor= 68.63
S5 112.79 2.703 0.0 11.000 20.031 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S6 112.79 0.0318 0.0 11.000 0.350 Vel= 6.31
S6 113.76 2.703 0.0 9.000 20.381 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S7 226.55 0.1154 0.0 9.000 1.039 VeI= 12.67
S7 116.63 2.703 0.0 10.000 21.420 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S8 343.18 0.2491 0.0 10.000 2.491 Vet = 19.19
S8 123.23 2.703 2T 37.301 12.420 23.911 K Factor = 25.20
to 120.0 0.0 37.301 0.433
75 466.41 0.4393 0.0 49.721 21.843 Vet = 26.08
0.0
466.41 46.187 K Factor= 68.63
S9 113.10 2.703 0.0 11.000 20.144 K Factor 25.20
to 120.0 0.0 0.0 0.0
SIO 113.1 0.0319 0.0 11.000 0.351 Vel = 6.32
SIO 114.09 2.703 0.0 9.000 20.495 K Factor = 25.20
to 120.0 0.0 0.0 0.0
SII 227.19 0.1161 0.0 9.000 1.045 Vel= 12.70
SII 116.95 2.703 0.0 10.000 21.540 K Factor = 25.20
to 120.0 0.0 0.0 0.0
S12 344.14 0.2504 0.0 10.000 2.504 Vet = 19.24
S12 123.57 2.703 2T 37.301 12.420 24.044 K Factor 25.20
to 120.0 0.0 37.301 0.433
76 467.71 0.4416 0.0 49.721 21.956 Vel= 26.15
0.0
467.71 46.433 K Factor= 68.64
74 466.05 6.357 0.0 10.000 46.119
to 120.0 0.0 0.0 0.0
75 466.05 0.0068 0.0 10.000 0.068 Vet = 4.71
75 466.40 6.357 0.0 10.000 46.187
to 120.0 0.0 0.0 0.0
76 932.45 0.0246 0.0 10.000 0.246 Vet = 9.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 7
Lot 24 System 2 Proof 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
76 467.71 6.357 0.0 10.000 46.433
to 120.0 0.0 0.0 0.0
77 1400.16 0.0522 0.0 10.000 0.522 Vel= 14.15
77 0.0 6.357 1 17.603 184.250 46.955
to 120.0 0.0 17.603 0.0
FM2 1400.16 0.0521 0.0 201.853 10.526 Vel= 14.15
FM2 0.0 6.357 1 17.603 45.670 57.481
to 120.0 0.0 17.603 0.0
TR2 1400.16 0.0522 0.0 63.273 3.300 Vel = 14.15
TR2 0.0 6.357 1 12.573 30.000 60.781
to 120.0 15 40.235 90.528 12.993
BR2 1400.16 0.0521 IT 37.72 120.528 6.285 Vel= 14.15
BR2 0.0 6.357 IT 37.72 0.830 80.059
to 120.0 0.0 37.720 0.0
MED 1400.16 0.0522 0.0 38.550 2.011 Vel = 14.15
MED 0.0 6.357 1 17.603 3.500 82.070
to 120.0 0.0 17.603 0.0
FLG 1400.16 0.0521 0.0 21.103 1.100 Vel= 14.15
FLG 0.0 8.27 1E 32.344 6.000 83.170
to 150.0 0.0 32.343 2.599
Dl 1400.16 0.0096 0.0 38.343 0.367 Vel = 8.36
DI 0.0 7.68 2G 10.025 106.000 86.136
to 150.0 IF 11.278 110.270 0.0
UG 1400.16 0.0137 2E 45.11 216.270 2.972 Vel= 9.70
IT 43.857
UG -319.51 7.68 2F 22.555 245.000 89.108 Qa = 250
to 150.0 IT 43.857 66.412 0.0
UGI 1080.65 0.0085 0.0 311.412 2.651 Vel = 7.48
0.0
1080.65 91.759 KFactor= 112.81
UG2 -569.51 7.68 3F 33.833 478.000 90.440
to 150.0 0.0 33.833 0.0
UG -569.51 -0.0026 0.0 511.833 -1.332 Vel = 3.94
0.0
-569.51 89.108 K Factor = -60.33
UG2 569.51 7.68 3F 33.833 429.000 90.440
to 150.0 IT 43.857 77.690 0.0
UGI 569.51 0.0026 0.0 506.690 1.319 VeI= 3.94
UGI 1080.65 7.68 1 5.012 55.000 91.759
to 150.0 1 22.555 27.567 0.0
BFI 1650.16 0.0186 0.0 82.567 1.538 VeI= 11.43
BFI 0.0 8.27 2E 56.936 20.000 93.297
to 140.0 IT 55.354 112.290 12.144 *Fixed loss -12.144
BF2 1650.16 0.0148 IZim 0.0 132.290 1.952 Vel = 9.86
BF2 0.0 7.68 1 5.012 48.000 107.393
to 150.0 IT 43.857 48.869 -1.732
SRC 1650.16 0.0186 0.0 96.869 1.803 Vel= 11.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 8
Lot 24 System 2 Proof Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C1' or Ftng's Pe Pv ******* Notes ****
Point Qt Pf/Ft Eqv. Ln. Total Pf Fin
0.0
1650.16 107.464 K Factor = 159.18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - Fire Protection by Computer Design
VANGUARD FIRE PROTECTION
P. 0. Box 1300
Vista, CA 92085
760-727-8540
Job Name : Lot 24 System 2 Mezzanine
Building
Location : 2820 Loker Ave.
System : Area #5
Contract
Data File : Lot 24 System 2 Mezzanine.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VANGUARD FIRE PROTECTION Page
Lot 24 System 2 Mezzanine Date
HYDRAULIC CALCULATIONS
for
Project name: Lot 24 System 2
Location: 2820 Loker Ave.
Drawing no:
Date: 7-10-17
Design
Remote area number: Area #5
Remote area location: System 2 Mezzanine
Occupancy classification: ESFR Shell
Density: ESFR - Gpm/SqFt
Area of application: 12 Heads - SqFt
Coverage per sprinkler: 100 - SqFt
Type of sprinklers calculated: ESFR 25
No. of sprinklers calculated: 12 @ 20psi
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 600.142-GPM
Type of system: Wet
Volume of dry orpreaction system: N/A - Gal
Water supply information
Date: 1-23-17
Location: Loker Ave east of El Fuerte St.
Source: Carlsbad Fire Dept.
@ 108.018-Psi
Name of contractor: Vanguard Fire Protection
Address: P. 0. Box 1300 Vista, CA 92085
Phone number: 760-525-4329
Name of designer: VFP
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken
prior to data entry. Mezzanine remote Caic
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VVLl OU}Ji L.UlV )
VANGUARD FIRE PROTECTION Page 2
Lot 24 System 2 Mezzanine Date
City Water Suppy:
CI -Static Pressure : 110.7
C2 - Residual Pressure: 99.9
C2 - Residual Flow : 8000
Demand:
Dl - Elevation : 5.990
D2 - System Flow : 350.142
D2 - System Pressure : 108.018
Hose ( Demand) : 250
03 - System Demand : 600.142
Safety Margin : 2.592
150
140
130
120
R 110 .......
____________
E 100D - - - ___________
C2
-
90
S 80
u 70
R6°
E5°
40
30
20
10
I I I I I
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW ( N ' 1.85)
ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
VANGUARD FIRE PROTECTION Page 3
Lot 24 System 2 Mezzanine Date
27.8 84.2
Ml - M2 +- M3 -. M4 - 100
55.7 114
19.5 59.6 103.7
M54- M6 - MT - M8 4-M9 - M14- 101
39.3 80.8 129
26 79.1
MII+- M124-- M13(-- M14(-. 102
52.3 107.1
114 350.1 350.1 350.1 350.1 350.1 393
1004- 1014- 102 BM +- TM - MZN- FM2- TR24- BR2<- MM- FLG4- DI - UG _ 061
243 350.1 350.1 350.1 350.1 350.1
207.1
UG2-) UG t
I 393
20.1 600.1
0G24- UG1 BFI4- BF2- SRC
600.1 600.1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ILLIfIS USU OUIIIJlIdI
VANGUARD FIRE PROTECTION Page 4
Lot 24 System 2 Mezzanine Date
Fitting Legend
Abbrev. Name % ~ 1 1% 11/2 2 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
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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
I NFPA I39O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zim Wilkins 375ADA 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.
Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
VANGUARD FIRE PROTECTION
Lot 24 System 2 Mezzanine
Page 5
Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
Ml 13.83 5.6 24.58 na 27.76 0.15 130 7.0
M2 13.83 5.6 24.8 na 27.89 0.15 130 7.0 M3 13.83 5.6 25.97 na 28.54 0.15 130 7.0
M4 13.83 5.6 28.39 na 29.84 0.15 130 7.0
M5 13.83 5.6 12.13 na 19.5 0.15 130 7.0
M6 13.83 5.6 12.53 na 19.82 0.15 130 7.0
M7 13.83 5.6 13.08 na 20.25 0.15 130 7.0
M8 13.83 5.6 14.41 na 21.26 0.15 130 7.0
M9 13.83 5.6 16.74 na 22.91 0.15 130 7.0
M10 13.83 5.6 20.3 na 25.23 0.15 130 7.0
Mil 13.83 5.6 21.62 na 26.04 0.15 130 7.0
M12 13.83 5.6 21.91 na 26.21 0.15 130 7.0
M13 13.83 5.6 22.95 na 26.83 0.15 130 7.0
M14 13.83 5.6 25.1 na 28.06 0.15 130 7.0
100 13.08 62.14 na
101 13.08 62.6 na
102 13.08 63.42 na
BM 13.08 69.96 na
TM 32.0 69.22 na
MZN 32.0 79.45 na
FM2 32.0 79.99 na
TR2 32.0 80.24 na
BR2 2.0 93.72 na
MFD 2.0 93.87 na
FLG 2.0 93.96 na
DI -4.0 96.58 na
UG -4.0 96.81 na 250.0
UG2 -4.0 97.02 na
UG1 -4.0 97.22 na
BFI -4.0 97.46 na
BF2 -4.0 109.47 na
SRC 0.0 108.02 na
The maximum velocity is 22.33 and it occurs in the pipe between nodes M10 and 101
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
0
VANGUARD FIRE PROTECTION Page 6
Lot 24 System 2 Mezzanine Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C11 or Ftng's Pe Pv ***** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Fin
Ml 27.76 1.536 0.0 6.000 24.581 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M2 27.76 0.0372 0.0 6.000 0.223 Vet = 4.81
M2 27.89 1.536 0.0 8.670 24.804 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M3 55.65 0.1349 0.0 8.670 1.170 Vet = 9.64
M3 28.54 1.536 0.0 8.330 25.974 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M4 84.19 0.2902 0.0 8.330 2.417 Vet = 14.58
M4 29.84 1.536 2T 20.216 45.500 28.391 K Factor= 5.60
to 120.0 0.0 20.216 0.325
100 114.03 0.5087 0.0 65.716 33.428 Vel= 19.74
0.0
114.03 62.144 KFactor= 14.47
M5 19.50 1.536 2E 10.108 10.580 12.125 K Factor = 5.60
to 120.0 0.0 10.108 0.0
M6 19.5 0.0194 0.0 20.688 0.401 Vet = 3.38
M6 19.82 1.536 0.0 7.830 12.526 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M7 39.32 0.0710 0.0 7.830 0.556 VeI = 6.81
M7 20.25 1.536 0.0 8.670 13.082 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M8 59.57 0.1531 0.0 8.670 1.327 VeI = 10.31
M8 21.26 1.536 0.0 8.670 14.409 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M9 80.83 0.2691 0.0 8.670 2.333 VeI = 14.00
M9 22.91 1.536 0.0 8.330 16.742 K Factor = 5.60
to 120.0 0.0 0.0 0.0
MIO 103.74 0.4270 0.0 8.330 3.557 Vet = 17.96
MIO 25.24 1.536 2T 20.216 45.500 20.299 K Factor =5.60
to 120.0 0.0 20.216 0.325
101 128.98 0.6388 0.0 65.716 41.980 VeI = 22.33
0.0
128.98 62.604 KFactor= 16.30
Mil 26.04 1.536 0.0 8.670 21.621 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M12 26.04 0.0331 0.0 8.670 0.287 Vet = 4.51
M12 26.21 1.536 0.0 8.670 21.908 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M13 52.25 0.1201 0.0 8.670 1.041 Vet = 9.05
M13 26.83 1.536 0.0 8.330 22.949 K Factor = 5.60
to 120.0 0.0 0.0 0.0
M14 79.08 0.2583 0.0 8.330 2.152 Vel = 13.69
M14 28.05 1.536 2E 10.108 53.500 25.101 K Factor= 5.60
to 120.0 2T 20.216 30.324 0.325
102 107.13 0.4532 0.0 83.824 37.989 Vet = 18.55
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
VANGUARD FIRE PROTECTION Page 7
Lot 24 System 2 Mezzanine 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
107.13 63.415 KFactor= 13.45
100 114.03 2.703 0.0 14.170 62.144
to 120.0 0.0 0.0 0.0
101 114.03 0.0325 0.0 14.170 0.460 VeI= 6.38
101 128.98 2.703 0.0 6.170 62.604
to 120.0 0.0 0.0 0.0
102 243.01 0.1314 0.0 6.170 0.811 Vet = 13.59
102 107.13 2.703 1E 9.325 16.000 63.415
to 120.0 0.0 9.325 0.0
BM 350.14 0.2585 0.0 25.325 6.546 Vet = 19.58
BM 0.0 2.703 1 9.325 19.500 69.961
to 120.0 0.0 9.325 -8.194
TM 350.14 0.2585 0.0 28.825 7.450 VeI= 19.58
TM 0.0 2.703 IT 18.651 20.920 69.217
to 120.0 0.0 18.651 0.0
MZN 350.14 0.2585 0.0 39.571 10.228 Vel = 19.58
MZN 0.0 6.357 1 17.603 117.000 79.445
to 120.0 0.0 17.603 0.0
FM2 350.14 0.0040 0.0 134.603 0.541 Vel = 3.54
FM2 0.0 6.357 1 17.603 45.670 79.986
to 120.0 0.0 17.603 0.0
TR2 350.14 0.0040 0.0 63.273 0.254 Vel = 3.54
TR2 0.0 6.357 1 12.573 30.000 80.240
to 120.0 IS 40.235 90.528 12.993
BR2 350.14 0.0040 IT 37.72 120.528 0.484 Vel = 3.54
BR2 0.0 6.357 IT 37.72 0.830 93.717
to 120.0 0.0 37.720 0.0
MFD 350.14 0.0040 0.0 38.550 0.154 Vel = 3.54
MFD 0.0 6.357 1 17.603 3.500 93.871
to 120.0 0.0 17.603 0.0
FLG 350.14 0.0040 0.0 21.103 0.085 Vel = 3.54
FLG 0.0 8.27 1E 32.344 6.000 93.956
to 150.0 0.0 32.343 2.599
Dl 350.14 0.0007 0.0 38.343 0.028 Vel = 2.09
Dl 0.0 7.68 2G 10.025 106.000 96.583
to 150.0 IF 11.278 110.270 0.0
UG 350.14 0.0011 2E 45.11 216.270 0.229 Vel = 2.42
IT 43.857
UG 42.88 7.68 2F 22.555 245.000 96.812 Qa = 250
to 150.0 IT 43.857 66.412 0.0
UGI 393.02 0.0013 0.0 311.412 0.408 Vel = 2.72
0.0
393.02 97.220 K Factor= 39.86
UG2 -207.12 7.68 3F 33.833 478.000 97.017
to 150.0 0.0 33.833 0.0
UG -207.12 -0.0004 0.0 511.833 -0.205 Vel = 1.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams 4
VANGUARD FIRE PROTECTION Page 8
Lot 24 System 2 Mezzanine Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv **m** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
-207.12 96.812 K Factor =-21.05
UG2 207.12 7.68 3F 33.833 429.000 97.017
to 150.0 IT 43.857 77.690 0.0
UGI 207.12 0.0004 0.0 506.690 0.203 Vel = 1.43
UGI 393.02 7.68 iG 5.012 55.000 97.220
to 150.0 1 22.555 27.567 0.0
BFI 600.14 0.0029 0.0 82.567 0.236 Vel= 4.16
BFI 0.0 8.27 2E 56.936 20.000 97.456
to 140.0 IT 55.354 112.290 11.716 *Fixed loss -' 11.716
BF2 600.14 0.0023 IZim 0.0 132.290 0.301 Vel = 3.58
BF2 0.0 7.68 IG 5.012 48.000 109.473
to 150.0 IT 43.857 48.869 -1.732
SRC 600.14 0.0029 0.0 96.869 0.277 Vel = 4.16
0.0
600.14 108.018 K Factor= 57.74
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Bulletin 909
RLIlable Model N25 (SIN RA091 2)
Early Suppression
Fast Response Sprinkler
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 (100°C) 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 L/min)
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 expanded plastics as well as some
storage arrangements of rubber tires, rolled paper, and
aerosols.
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 (9.50)
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-halt the
allowable distance permitted between sprinklers.
Deflector to Top of Storage: at least 36 in (9 14mm).
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
SFcC -1 7q5o1—
Technical Data:
Sprinkler Maximum Ambient Sprinkler
Classification Temperature Link Frame Temperature Approvals Identification
I Color Color Number OF f °C OF 1 °C (SIN)
Ordinary 165 I 74 Black Uncolored 100 38 FM RA0912 Intermediate 212 100 White White 150 66 FM
Material Data:
Frame Deflector Load Screw Lever I Strut Link
Assembly Cap I Washer Kick Spring
Stainless I Stainless Stainless J Beryllium Nickel, Brass Beryllium Stainless Brass Bronze Steel Steel Steel Soldered Nickel I Steel
2
/
f -
/
r *
r \L)T:\{I'
\- L INK
N
\\\
\\
//'\\
--
9I) 9 r U 2
Fig. 1
2.
Storage Type NFPA FM
Open Frame (that is, no solid shelves)
Single, Double, Multiple-Row, or Portable Rack Storage Refer to NFPA 13, Refer to FM 8-9. of Class l-IV and Group A or B Plastics Chapters 16 and 17.
Solid Pile or Palletized Storage of Class l-IV Refer to NFPA 13,
and Group A or B Plastics Chapters 14 and 15. Refer to FM 8-9.
Idle Pallet Storage Refer to NFPA 13, Refer to FM 8-24. Chapter 12.
Rubber Tire Storage Re NFPA 13 t Refer o , Refer to FM 8-3. Chapter 18.
Rolled Paper Storage (Refer to the standard) Refer to NFPA 13, Refer to FM 8-21. Chapter 19.
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, Refer 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
IC,
Installation Data
Sprinkler
Type
Thread
Size
"K" Factor Maximum
Working
Pressure
Finish
I US Metric
Pendent
Only
1' NPT
_(Ri)
25.2 362 175 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)].
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 replacedim-
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 le 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.
(800) 431-1588 Sales Offices
(800) 848-6051 Sales Fax
(914) 829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address
eRecycled
Paper
Revision lines indicate updated or new data.
EG. Printed in U.S.A. 10113 P/N 999970454
Pendent
Pendent F1/F2
XLH Upright XLH Pendent
Vertical Sidewall
Recessed
Horizontal Sidewall
Horizontal Sidewall
Pendent
LI
Conventional
Recessed
PendentlF1/F2
F
Recessed
Pendent/FP
Upright
Bulletin 014 Rev. N
R I Model F1 FR Series - e ia e Quick Response
Glass Bulb Sprinklers
Model Fl FR56 Sprinkler Types
Standard Spray Upright
Standard Spray Pendent
Conventional Upright/Pendent
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 Fl FR42, Fl FRXLH & Fl FR28 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 F1FR56LL & F1FR42LL NSF Certified Low
Lead Spunkier 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. roduct escron Underwriters Laboratories Inc. and Certified for P D
Canada (cULus). Reliable Model F1FR series sprinklers
are quick-response automatic sprin- FM Approvals (FM)
Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element.
Model F1FR series sprinklers are Stan- VdS SchadenverhUtung GmbH (VdS)
NSF Certified to NSF/ANSI Standard 61 Annex G dard Spray sprinklers, with the excep-
tion of the Model El FR56 Conventional XLH Recessed
(NSF)
EC Certificate: 0786-CPD-40239 (RA1414), 0786- sprinkler which is an Old-style/Conven- PendentFP
CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) tional sprinkler.
(EC) The Model F1FR Series automatic sprinklers utilize a 3.0
UL Listing Category mm frangible glass bulb. These sprinklers have demonstrat-
Sprinklers, Automatic & Open (VNlV)
ed response times in laboratory tests which are five to ten
Quick Response Sprinkler
times faster than standard response sprinklers. This quick
response enables the Model F1FR 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.
Reliable Automatic Sprinkler Co.., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
co C
C
:ti
MA
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 Fl FR 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 El FR56 Concealed Pendent and Model Fl FR56LL
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
F1FR 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.
2.
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 Fl FR 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 El FR56 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 F1FR 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 F1FR56 Concealed Pendent and Model F1FR56LL
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 hydrostatically 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 _____
Installation
Wrench SIN
Approvals
Listings
and Approval
Notes US Metric inches mm inches mm
F1FR28 2.8 40 3/8 10
-
Pendent 2.25 57 DorW2 RA1411 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2
Upright 2.25 57 DorW2 RA1421 cULus 1,2
F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS
Recessed Pendent 2.25 57 GFR2 RA1418 VdS
F1FR42 4.2 60 7/16 10
Pendent 2.25 57 DorW2 RA14131 cULus 2
Recessed Pendent 225 57 GFR2 RA14131 cULus 2
Upright 225 57 D or W2 RA14231 cULus 1,2
F1FR42LL 4. 2 60 7/16 10 Pendent 2.25 57 0 or W2 RA1410 cULus, ULH
Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH
F1FRXLH
(F1FR42
with Pintle)
4.2 60 7/16 10
Pendent 2.25 57 DorW2 RA1413 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2
Upright 2.25 57 D or W2 RA1423 cULus 1,2
F1FR56 5.6 80 1/2 15
Pendent 2.25 57 DorW2 RA1414 cULus, FM,
LPCB, VdS, EC
1,2,3,4
Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM,
LPCB, VdS, EC
1,23,4
Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6
Upright 2.25 57 0orW2 RA1425 , ,
LPCB,V
cULus
d
FM
S,EC 1,2,3,4
"Conventional 2.25 57 (Pendent or Upright)"
0 or W2 RA1475 LPCB, VdS, EC 4
F1FR56LL 5.6 80 1/2 15
Pendent 2.25 57 0 or W2 RA1415 cULus, ULH 1
Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH
Concealed Pendent 2.25 57 RC1 RA1415 cULus, ULH 6
F1FR56 5.6 80 1/2 15
Horizontal Sidewall 2.63 67 DorW2 RA1435 cULus, FM 1,2,3,7
Recessed Horizontal 2.63 67 Sidewall
GFR2 RA1435 cULus, FM 8
F1FR56 5.6 80 1/2 15 Vertical Sidewall
(Pendent or Upright) 2.25 57 0orW2 RA1485 cULus, FM,
LPCB
1,2,3,9
cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating.
(2) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating.
Available with FM approved Polyester coating in black or white.
(41 Available with LPCB and VdS approved Polyester coating.
VdS and Ed approvals of the Fl FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin-
klers must use Norbuib brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only.
Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates,
available as either standard depth with 1/2-inch (12./mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment.
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.
cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only.
' The F1FR56 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 (107°C) 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 I -
Upright cULus
Pendent VdS Fl FR40 Recessed Pendent VdS --
Pendent cULus
F1FR42 Recessed Pendent cULus I --
__________ Upright cULus
Pendent -- cULus, NSF - F1FR42LL Recessed Pendent -- cULus, NSF --
Pendent cULus
F1FRXLH Recessed Pendent cULus I --
__________ Upright cULus
Pendent cULus, FM, LPCB, VdS, EC
Recessed Pendent cULus, FM, LPCB, VdS, EC --
F1FR56 Concealed Pendent* cULus I cULus,VdS,EC 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
F1FR56 Recessed Horizontal cULus, FM --
FFIFR56
Sidewall
Vertical Sidewall (Pen-
dent or_Upright) cULus, FM, LPCB
* Model F1FR56 Concealed Pendent and F1FR56LL 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 Deflector/ Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN
3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-Inch (12.7mm)
adjustment adjustment adjustment
Fl FR28 Recessed Pendent cULus cULus cULus RA1 411
F1FR40 Recessed Pendent VdS VdS VdS RA1418
F1FR42 Recessed Pendent 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
4.
TURN COLLAR UNTIL TIGHT
AGAINST SPRINKLER WRENCH BOSS —\
El ESCUTCHEONj_
3/4 '[19mm]
ADJUSTMENT
E2 ESCUTCHEON
1/2"[12.7mmj
ADJUSTMENT
2 1/4 HOLE 1)14.
[57.2mm]
1 15116" B/A
149.2mm]
F 1
\ il
H I I H 1L
. if
k L J_J
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]
P2 ESCUTCHEON
AT MAXIMUM RECESS = 3/4'[19mm]
77-777-71 AT MINIMUM RECESS = 3/8 "[9.5mrnJ
Fl ESCUTCHEON
AT MAXIMUM RECESS 7/8"[22.2mm]
[3.2m-) AT MINIMUM RECESS = 1-5/8 [41.3mm] , J
P2 ESCUTCHEON
AT MAX/MUM RECESS = 1— 1/8"[28.6mm]
AT MINIMUM RECESS = 1 —5/8"(4 1.3mm]
2 27/32 0/A.
[72.2mm]
Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28
Recessed Pendent sprinkler with Model Fl or F2 escutcheon
L----4
I- - I -1"X 1/2" REDUCER
2 5/8" DIA. [66.7mm] HOLE IN CEILING
/
2 5/16" VIA. [58.7mm]
CUP I L
L =IE J
CEILING —., FACE OF RTTINC
TO FACE OF CEILING IF .HL -r DIMENSION II - AT MAXIMUM RECESS = 1-1/2"(38mm3
AT MINIMUM RECESS = 1 "[25.4mm]
AT MAXIMUM RECESS = 9/16"[14.3mm]
Y2'[12.7mm] .J 4 k-'Y AT MINIMUM RECESS = 1 "[25.4mm]
ADJUSTMENT ,,,
3 1/4"DIA.
[82.6mm]
Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28
Recessed Pendent sprinkler with Model FP escutcheon
5.
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 0/A.
[5 7.2mm]
1" X 1/2" REDUCER
15/16" DIA,)J
[49.2mm] 7'1 ml I Hill
TURN COLLAR UNTIL -,
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
,fza~~
Fl ESCUTCHEON
/11 MIMUM RECESS 1—i//J4.9mmJ
AT MINIMUM RECESS = 2-1/16 "[52.4mm]
F2 ESCUTCHEON
AT MAXIMUM RECESS
AT MINIMUM RECESS = 2- 1/16"[52.4mmJ
T (1)
4"-12"
[101.6mm-304.8mm]
32 0/A CEILING TO
[72.2mm] DEFLECTOR
Fl ESCUTCHEON
3/4 "(19mm] ADJUSTMENT
F2 ESCUTCHEON
1/2 "[12.7mm] ADJUSTMENT
o,x
RECESSED HSW WIn OR F2 ESCUTCHEON
(I) 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 Fl or F2 escutcheon
1" x 1/2" REDUCING
TEE OR ELBOW
IT
2 5/16 DIA ....
518 DIA.
HOLE IN CEILING
CUP
CEILING —'
1/2" MAX.
COVER ADJUSTMENT
COVER PLATE -
ASSEMBLY
SPRINKLER
1 1/2" MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
$
15/16"
3 5/16" DIA.
CONCEALED, 1/2" ADJUSTMENT
lRg.4
Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth
1/2-inch (12.7mm) adjustment- Model CCP cover plate
I" x 1/2" REDUCING
TEE OR ELBOW
2 5/16"
CEILING
5/16" MAX. 11
COVER ADJUSTMENT
2 5/8" 0/A.
HOLE IN CEILING
1 1/2" MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
3/4"
COVER PLATE—I---"
ASSEMBLY I
SPRINKLER
CONCEALED, 5/16" ADJUSTMENT O7FO2A
Fig. 5- Model El FR56IF1 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 plate 1t
Bronze Brass Chrome
Chrome Plated Chrome White
Polyester Plated
Coated (45)(6) White Painted
Special Application Finishes
Sprinkler Escutcheon Cover platet11
Electroless Nickel
PTFE 7
Electroless Nickel
PTFE Bright Brass
Bright Brass(3) Bright Brass Black Plating
Black Plated Black Plated Black Paint
Black Pai02t6> Black Paint Off White
Off White (2)(15) Off White Satin Chrome
Chrome Dull Chrome Dull
" Other finishes and colors are available on 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.
(2) cULus Listed only.
>> 200°F (93°C) maximum.
(4) 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: DZIR Brass, QM Brass, or Low 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, coated with PTFE
Adhesive Tape
Bulb: Glass
Ordering Information
Specify:
Sprinkler Model: [El FR28]{F1 FR4O][F1 FR42]
[Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL]
Sprinkler Deflector/Orientation: [Pendent][Recessed
Pendent] [U prig ht) [Conventional][Horizontal Sidewall]
[Recessed Horizontal Sidewall][ Vertical Sidewall]
Sprinkler threads: [1/2-inch NPT][lSO 7-131/2]
Sprinkler Temperature Rating: [135°F (57°C)][155°F
(68°C)][ 175°F (79°C)] [200°F (93°C)] [286°F (141 -C)]
Sprinkler Finish
Escutcheon Model: [Fl] [F2] [FP]
Escutcheon Finish (where applicable)
Cover plate Model: [standard profile COP 1/2-inch
(12.7mm) adjustment][low profile COP 5/16-inch
(8.0mm) adjustment]
Cover plate Temperature Rating: [135°F (57°C) for use
with Ordinary Temperature sprinklers][ 165°F (74°C)
for use with Intermediate Temperature sprinklers]
Cover plate Finish
Note: When Model F1FR Series Recessed sprinklers are ordered, the
sprinklers and escutcheons are packaged separately.
TO NE/Cl' DEVICE
OREOLR
DWG1I2!(3
(E)POTTER
The Symbol of Protection
SASH SERIES
SPRINKLER ALARM SELECT-A-
STROBE/HORN®/SIGN COMBINATION
UL Listed Strobe Horn
Dimensions: 10-3/4" h x 9' w x 4-1/2" d
Voltages Available: SAS14-24 (12/24 VDC)
SASH-120 (120 VAC)
Environment: Indoor or Outdoor use
Weatherproof backbox is included with
both models
Termination: Separate terminals for horn and strobe
Finish: Red with white lettering
Stock number: 1000755 SASH-24
Stock number: 1000760 SASH-120
The SASH series is a multitone sstrobefhorn combination designed for use as an audio visual indication for automatic sprinkler systems.
It can be installed in conjunction with or in place of water motor gongs.
Wiring Information
SASH-24 SASH-24
STROBE/HORN POWERED
BY SAME CIRCUIT TO NEXT DEVICE
SWITCHES 7 & SON OR EOLR
STROBE/HORN - OFF
+
+
10
0 + +
- P
FACE
ACP
DWG1I216-i
STROBE
CIRCUIT
HORN
CIRCUIT
SASH-120
IVSRI
1 I FLOW SWITCH I SASH-I20
AC I
HOT/LINE I
® -® LOAF)
COM NO AC
NEUTRAL
DWG6 1216-2
PotterElectric Signal Company,LLC •St.Louis,MO• CustService: 866-572-3005 -Tech Support: 866-956-0988 Canada 888-882-1833•wwwpottersignal.com
PRINTED INUSA MFG. #5401216 - REV A PAGE I OF I
8/10
STROBE/HORN POWERED
BY SEPERATE CONTROLS TO NEXT DF.VICE
SWITCHES7&80N OREOLR
STROBE/HORN - ON
.1--.
AM co
Four wire, 120 and 24 volt
Indoor and outdoor installation
120 VAC: 6", 8", 10"
24 VAC: 6", 10"
® 100IA.GONG
> \
\
/
8' OIA. GONG ± l4 lb
6" DIA. GONG
4-3/8"
RATING 6' GONG SIZE 8' GONG SIZE
Rated Sound Level Rated Sound Level Rated Sound Level
VOLTAGE Current at 1 Meter Current at 1 Meter Current at 1 Meter
6VDC 25OmA 95dB 250mA 95dB 250mA 95dB
12VDC 180mA 95dB 180mA 95dB 180mA 96dB
24VDC lOOmA 95dB IGOmA 95dB lOOmA 96dB
120 VAC 25mA 95dB 25mA 95dB 25mA 98dB
220VAC 1 20mA 95db 20mA 95db I 20rnA 97db
WIRING INSTRUCTIONS
D.C. BELLS (observe polarity) I
Back Box
Item #6515120
Sold Seperately
Dimensions on
page 2
A.C. BELLS
RED RED
from control panel to next bell or
or preceding end-of-fine resistor bell
BLACK (OUT)
When electrical superv(sor is required use in end out leads as shown.
1. Observe polarity toting DC bells
2, Red wires positive +)
3. Black wires negative (-)
When electrical supervisor is reqdred use in and out leads as shown.
When using AC bells, terminate each extra wire separately after last bell
End-of-line resistor is not required on AC bells,
White wire is neutral, Black wire is hot.
from control p
preceding
INSTALLATION:
I. The bell should be mounted a minimum of 8 ft. from the floor or as close to the ceiling as possible.
Remove the gong
Connect the wiring (see diagram).
Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down).
Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong).
Test all bells for proper operation that they can be heard where required (bells must be heard in all areas as designated by the
authority having jurisdiction).
The Information contained herein is produced In good faith and is believed to be reliable but is for guidance only. ARG
C
O
a
n
d
i
t
s
a
g
e
n
t
s
c
a
n
n
o
t
assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control, I
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use?s responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in
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VSR (E)POTTER VANE TYPE WATERFLOW
The Symbol of Protection ALARM SWITCH WITH RETARD
Specifications subject to change without notice.
Ordering Information
Nominal Pipe Size Model Part Number
2" DN50 VSR-2 1144402
2 1/2" DN65 VSR-2 1/2 1144425
3" DN80 VSR-3 1144403
3 1/2" - VSR-3 1/2 1144435
4" DNIOO VSR-4 1144404
5' - VSR-5 1144405
6" DN150 VSR-6 1144406
8" DN200 VSR-8 1144408
Optional: Cover Tamper Switch Kit, stock no. 0090148
Replaceable Components: Retard/Switch Assembly, stock no. 1029030
UL, CUL and CSFM Listed, FM Approved, LPCBApproved, For
CE Marked (EN12259-5) /VdS Approved model use VSR-EU
Service Pressure: 450 PSI (31 BAR) - UL
Flow Sensitivity Range for Signal:
4-10GPM(15-38 LPM)- UL
Maximum Surge: 18 FPS (5.5 mIs)
Contact Ratings: Two sets of SPDT (Form C)
10.0 Amps at 125/250VAC
2.0 Amps at 30VDC Resistive
10 mAmps mm. at 24VDC
Conduit Entrances: Two knockouts provided for 1/2" conduit.
Individual switch compartments suitable
for dissimilar voltages.
Environmental Specifications:
NEMA 411P54 Rated Enclosure suitable for indoor or
outdoor use with factory installed gasket and die-cast housing
when used with appropriate conduit fitting.
Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL
Non-corrosive sleeve factory installed in saddle.
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA- 13D
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
A WARNING
Installation must be performed by qualified personnel and in
accordance with all national and local codes and ordinances.
Shock hazard. Disconnect power source before servicing. Serious
injury or death could result.
Risk of explosion. Not for use in hazardous locations. Serious
injury or death could result.
CAUTION
Waterfiow switches that are monitoringwet pipe sprinkler systems shall
not be used as the sole initiating device to discharge AFFF, deluge,
or chemical suppression systems. Waterfiow switches used for this
application may result in unintended discharges caused by surges,
trapped air, or short retard times.
Important: This document contains important information on the installation and operation of the VSR waterfiow switches. Please read all
instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site.
General Information Enclosure
The Model VSR is a vane type waterfiow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose,
systems. It is UL Listed for use on a steel pipe; schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant
sizes 2" - 6" and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable
schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC cover tamper switch is available as an option which may be used
approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number
Information chart. 5401103 for installation instructions of this switch.
The VSR may also be used as a sectional waterflow detector on large
systems. The VSR contains two single pole, double throw, snap action
switches and an adjustable, instantly recycling pneumatic retard. The
switches are actuated when a flow of 10 GPM (38 LPM) or more occurs
downstream of the device. The flow condition must exist for a period
of time necessary to overcome the selected retard period.
Potter Electric Signal Company, LLC • St. Louis, MO Phone: 866-956-1211/Canada 888-882-1833 www.pottersignal.com
PRINTED IN USA MEG. #5401146 - REV PAGE 1 0F4
11115
VSR
®
POTTER VANE TYPE WATERFLOW
The Symbol of Protection ALARM SWITCH WITH RETARD
Installation (see Fig. 1)
These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they
will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterfiow or within 24"
(60 cm) of a valve or drain.
NOTE: Do not leave cover off for an extended period of time.
Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other
material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend
or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Take care not to damage the non-corrosive
bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque
(see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way.
A CAUTION
Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Do not obstruct or otherwise prevent
the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm. If an alarm is not desired, a qualified
technician should disable the alarm system.
DO NOTLEAE'E COVER OFF FOR Retard Adjustment Fig. 1
AN EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from
0 to the max setting (60-90 seconds). The time delay should be set at
the minimum required to prevent false alarms
Pe TIGHTEN NUTS
ALTERNATELY
MOUNT ON PIPE SO
ARROW ON SADDLE
POINTS IN DIRECTION
OF WATERFLOW
CAUTION
Hole must be drilled perpendicular to the pipe and vertically centered
Refer to the Compatible Pipe/Installation Requirements chart for size.
Correct Incorrect
Pod FOR
ROLL PADDLE IN
D!RECTI('
OPPOSITE DIRECTION
WATERFLOW I
j kdevice.
_0F
WATERFLOW
activates
---: \\ in one direction only)
DWG. 1146-It
50mm
ADAVrER AOAPTER
20mm±2n,m MAX.
DN5O ONLY
USE (2) 5180162 ADAPTERS AS SHOWN ABOVE
DflCw 1146.IF
Compatible Pipe/ Installation Requirements
Model Nominal Pipe
Size
Nominal Pipe
O.D.
Pipe Wall Thickness
___________ Hole Size U-Bolt Nuts
Torque Lightwall Schedule 10 (IJL) Schedule 40 ((iL) BS-1387 (LPC) DN (VDS)
inch mm inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn
VSR-2 2 DNSO 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 + .125/-
.062
33.012.0 VSR-2 1/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - -
VSR-2 1/2 - DN65 3.000 76.1 1 - - - - - 0.142 3.6 0.102 2.6
VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9
50.8±2.0
20 27 VSR-3 1/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - -
VSR-4 4 DNIOO 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 1 3.2
VSR-5 5 - 5.563 141.3 - - 0.134 3.4 6.55 - - - -
VSR-6 6 DN!50 6.625 168.3 .115 2.921 0.134
EtO,122
7.11 0.197 5.0 0.157 4.0
VSR-8 8 DN200 8.625 219.1 - - 0.148 8.18 0.248 6.3 0.177 4.5
NOTE: For copper or plastic pipe use Model VSR-CF.
PRINTED IN USA .MFG. #5401146 - REV M PAGE 2 OF 4
11/15
(E)POTTER
The Symbol of Protection
Fig. 2 Fig. 3
To remove knockouts: Place screwdriver at Break out thin section of cover when
inside edge of knockouts, not in the center. wiring both switches from one conduit
\ . entrance.
Do not drill into the base as this creates
metal shavings which can create
electrical hazards and damage the
device. Drilling voids the warranty.
VSR
VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
Fig. 4 Switch Terminal Connections Clamping
Plate Terminal
_$
D44. 9I&-6
WARNING
An uninsulated section of a single conductor should not be looped
around the terminal and serve as two separate connections. The
wire must be severed, thereby providing supervision of the
connection in the event that the wire become dislodged from under
the terminal. Failure to sever the wire may render the device
inoperable risking severe property damage and loss of life.
Do not strip wire beyond 3/8' of length or expose an uninsulated
conductor beyond the edge of the terminal block. When using
stranded wire, capture all strands under the clamping plate.
(oNNECIOR
BREAKER NEUIRALFROM BELL BEE,. El] Fig. 5 Typical Electrical Connections ______________
BREAKER
Notes: I LINE FROM BREAKER EOL (End OlUneResistor)
The Model VSR has two switches, one can be used to operate a central
station, proprietary or remote signaling unit, while the other contact
is used to operate a local audible or visual annunciator.
For supervised circuits, see "Switch Terminal Connections"
drawing and warning note (Fig. 4).
Whenc
control pnd,ure the ponelS
resistor vatue for circuit supervision.
Testing
The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable
NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently).
If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection
device on the system, application of the VSR is not recommended or advisable.
A minimum flow of 10 GPM (38 LPM) is required to activate this device.
se the person responsible for testing of the fire protection system that this system must be tested in accordance
the testing instructions.
Fig. 6 Mounting Dimensions 5.56 in Fig. 7
3.50 in 141.2mm) 1.00 in
1 t890o3 (50.9 GREEN GROUND
/SCREWS en
PiE
2 J4ir
(59 I .4 mm)
U.BOLT NUT D1A
5.25 in
(+ 35.4mm)
___________________________ U.BOLT WASHER _____________
PIPE SADDLE—'
PIPE—
PLASTIC PADDLE —
U-BOLT NOMINAL PIPE D. +1.75 in (+44.5 MM)EOR DN 50-DN 65 2-5 in 0 NOMINAL PIPE DIA.+2.I25in(+54.OMM) FOR DNPO-DN2007-8ifl OWG 114K.15
PRINTED IN USA MFG. #5401146 - REV M PAGE 3 OF 4
11115
RETARD/SWITCH ASSEMBLY
BREAKOUTTHTN SETIONOFCOVER
WHEN WIRING BOTH SWITCHES
FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING
r CREWS
(2) LOCATE
(2) LOCATIT
BOSSES IN
DWG# 1146-10
VSR (BPOTTER VANE TYPE WATERFLOW
The Symbol of Protection ALARM SWITCH WITH RETARD
Maintenance
Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterfiow switch should provide years of trouble-free service.
The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order
replacement retard switch assembly stock #1029030 (see Fig. 8). There is no maintenance required, only periodic testing and inspection.
Retard/Switch Assembly Replacement (See Fig. 8)
The Retard/ witch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the
pipe
Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service.
Disconnect the power source for local bell (if applicable).
Identify and remove all wires from the waterfiow switch.
Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws.
Remove the retard assembly by lifting it straight up over the tripstem.
Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base.
Re-install the (2) original mounting screws.
Reconnect all wires. Perform a flow test and place the system back in service.
Fig 8 REMOVE (2) ORIGINAL MOUNTING
SCREWS HOLDING RETARD/SWITCH
BLY TO BASE
DO NOT REMOV
(2) RETARD HOU
SCREWS
Removal of Waterfiow Switch
To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are
removed or replaced.
Turn off electrical power to the detector, then disconnect wiring.
Loosen nuts and remove U-bolts.
Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing
to lift the waterfiow detector saddle.
Lift detector clear of pipe.
PRINTED IN USA MFG. 45401146 - REV M PAGE 4 OF 4
11115
usm APPROVED
For tistlng&Approval Oetaa aM Umltatlons.
vilt our webotte at www.wwibnS.com or
Ixintact anArMJ' Sales Representative.
Welded Outlet Fittings AMN
For Fire Protection & Other Low Pressure Piping Systems
SPF Welded Outlet Fittings offer the user a high strength,
low cost forged threaded and grooved line of fittings
specifically designed and manufactured to be installed
on proprietary thin wall flow pipe, Schedule 5, 10, and
40 standard wall pipes.
SPF Welded Outlets are forged steel welding outlet
fittings. The material used in manufacture meets the
chemical and physical requirements of ASTM A 53. SPF
Welded Outlet Fittings employ a low weld volume design
to provide either a partial or full penetration weld
employing a single pass with minimum burn-through and
pipe distortion. Threads comply with ANSI B1.20. 1. The
SPF Welded Outlets are UL Listed and FM Approved for
use conforming to the requirements of NFPA 13, SPF
Welded Outlet Fittings are rated for 300 psi when used
in fire sprinkler system applications.
Outlet Model
SPF .1 D OUTLET FITTINGS
Outlet Pipe Size l Header Pipe Size Rated Pressure
MT640
½,Y4,1
1¼, 11/2,2,21/2,3,4
1h-8(Sch.10,40)
300
4,6 (EZ-Flow)
½-4 (Sch. 5, Dynof low)
2
SR-40 1-8 lt/4-8(SCh.10 40) 300 2½-8 (5th. 5, DynoFlow) 21/-8
Size-on size (i.e. 2 x 2) SPF Welded Outlet Fittings are not FM Approved.
FM rated working pressure when welded on Sch. 5 or lightwall pipe is 175 psi.
Refer to the UL and FM websites for the most current pressure ratings.
PROJECT INFORMATION APPROVAL STAMP
Project: Approved
Address: U Approved as noted
Contractor: Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
SPF-8.14
Welded Outlet Fittings ANVI
SPF Welded Outlets are designed and Manufac-
tured to reduce the amount of weld required to
install the Tee-Lets on thin wall or proprietary flow
pipe. Typically only one weld-pass completes the
installation. SPF Welded Outlets install with less
weld volume than any other brand of welding
outlet fittings for fire sprinkler applications. To
accomplish this:
The contoured end of the fittings employs a
reduced outside diameter. Two major
advantages are immediately apparent:
The thinner wall on the contoured end permits welding
temperatures to be matched to the thickness of the
branch line or main thereby insuring complete
penetration without cold welds, weld roll-off, burn-
through or excessive distortion.
On smaller sizes a heavier section is maintained on
the threaded end of the fitting. This protects the threads
from damage during shipping and handling prior to
installation as well as from weld distortion.
Each outlet size 11/2" and larger, whether female
threaded, cut grooved or beveled requires the same
hole size in the header pipe. This simplifies the
installation process.
GENERAL SPECIFICATIONS
Welded outlet fittings are manufactured from
highly weldable steel which conforms to the chemical
and physical requirements of ASTM A-53, Grades A
or B, Type E. Ease of installation is assured when
automatic welding equipment is used to install SPF
Welded Outlets.
Threads are cut in accordance with the requirements
of ANSI B 1.20. 1, national standard for tapered pipe
threads.
'SPF Welded Outlets threaded and grooved
velding outlet fittings are UI/ULC Listed and FM
pproved for use in the fire sprinkler systems
nstalled in accordance with the requirements of
NFPA 13. They are rated for 300 PSI operation
in fire sprinkler systems, and higher pressures
in other non-critical piping systems.
SPF Welded Outlets are offered in a wide
variety of header sizes. The consolidated
header sizes shown in the following charts allow
the fittings to be installed on more than one header
size, permitting the first size listed to fit the header
perfectly, while a small gap along the longitudinal center
line of the header will appear for the second size listed.
SPF Welded Outlets are identified by a lot number that
provides full traceability.
FOR YOUR PIPING SYSTEMS SPECIFY
SPF WELDED OUTLETS
Branch Outlet Fittings shall be SPF Welded Outlets,
Lightweight forged steel, employing low weld volume
profile to provide for full penetration welds with minimum
burn through and pipe distortion on Schedule 5 thru 10,
proprietary thin wall, and standard wall pipe. Threads
are to be ANSI 81.20.1 and the bore of the fittings
calculated to improve flow. Welding outlets to be UL
Listed, FM Approved for use conforming to NFPA 13,
and pressure rated for 300 PSI maximum.
SPF-8.14
Standard 90° Elbow for Fire Protection MANVIL
(, f i
FIGURE 7050S*
STANDARD 90' ELBOW
Nominal O.D.Rated Center Approx.
Size Pressure to End Wt. En.
InJ0N(mm) In/mm P51/bar In/mm Lbs/Kg
1 1.315 300 21/4 0.6
25 33.4 20.1 57 0.3
1% 1.660 300 2% 1.0
32 42.2 20.7 10 0.5
1½ 1.900 300 2% 1.2
40 48.3 20.7 70 0.5
2 2.375 300 31/4 1.7
50 60.3 20.1 83 0.8
26 2.815 300 3% 2.6
65 73.0 20.7 95 7.2
30.0. 2.996 300 4 3.6
16.1 76.1 20.7 102 1.6
3 3.500 300 41/4 4.0
80 88.9 20.1 708 7.8
4 4.500 300 5 7.7
100 714.3 20.1 727 3.5
2/zOO. 5.500 300 9/4 70.9
139.7 139.7 20.7 133 4.9
5 5.563 300 51h 11.1
125 1 741.3 20.1 1 140 5.0
£/z0.D. 6.500 300 61/z 71.4
165.1 165.1 20.7 165 7.9
6 6.625 300 61h 16.5
750 168.3 20.1 765 7.5
8 8.625 300 7% 30.6
200 219.7 20.7 197 73.9
10 10.150 300 9 53.5
250 273.7 20.1 229 24.3
12 12.750 300 10 82
300 323.9 20.1 254 1 31.2
These Fittings are designed to provide minimal pressure drop and uniform strength.
UIEI APPROVED ' -Available galvanized. For ljstlngs/Appiovai Details and Umliations, VISIt our webulte at
wwwanvilkutLcom or contact an AnVIP Sates Representative. • When ordering, refer to product asFP7O5OS.
CAST FITTINGS:
Ductile Iron conforming to ASTM A-536
COATINGS:
o Rust inhibiting paint Color: ORANGE (standard) or
OHot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 0 Other available options: Example: RAI.3000 or RAL9000 Series
For additional sizes, see Fig. 7050 in the Gruvlok Catalog or contact an
Anvil Representative.
1PROJECT IIIIINFORMATI ON 1
Project: []Approved
Address: fJApproved as noted
Contractor: 0 Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
FP-4.12
C to F
DOW
C to E
These fittings are designed to provide minimal pressure drop and uniform strength.
VdS L1U1 APPROVED kii
For ustngslAppsovai Details and Umftations, visit our wobsite at
www.ansiliritLcum or contact an AzMP Sates Representative.
-Available galvanized.
When ordering, refer to product asFP7O6OS.
Standard Tee for Fire Protection ANVIL
FIGURE 70u1STANDARD TEl
Nominal 0 D Rated Center Approx.
Size Pressure to End wt. Ea.
InJON(mm) In1mm PSI/bar InJmm Lbslkg
1 1.315 300 21/4 0.9
25 1 33.4 20.1 1 51 0.4
11/4 1.660 300 2/4 1.5
32 42.2 20.1 70 0.1
1½ 1.900 300 2% 1.8
40 48.3 20.1 10 0.8
2 2.375 300 31/4 2.4
50 60.3 20.1 83 LI
21/2 2.875 300 31/4 4.0
65 13.0 20.7 95 7.8
30.0. 2.996 300 4 4.6
76.1 76.1 20.7 101 2.1
3 3.500 300 41/4 5.8
80 88.9 20.1 108 2.6
4 4.500 300 5 10.3
700 714.3 20.1 121 4.1
5/20.0. 5.500 300 5/2 76.1
139.7 139.7 20.7 140 7.3
5 5.563 300 51h 16.2
125 147.3 20.7 740 1.3
6'/,O.D. 6.500 300 6/2 24.4
165.1 165.1 20.7 165 11.1
6 6.625 300 61h 25.7
750 168.3 20.1 165 II.?
8 8.625 300 1/4 41.1
200 279.7 20.1 791 18.6
10 10.750 300 9 74.5
250 273.7 20.7 229 33.8
12 12.750 300 10 94.7
300 323.9 20.1 254 43.0
CAST FflTINGS:
Ductile Iron conforming to ASTM A-536
COATINGS:
o Rust inhibiting paint Color: ORANGE (standard) or
OHot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series
Additional sizes available, see Gruviok Catalog or contact on Anvil
Representative.
PROJECT INFORMATION APPROVAL STAMP
Project: 0 Approved
Address: EjApproved as noted
Contractor: J Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
LIPCER
USIED APPROVED
For LisfirWAppmM Detain and Umitatiens, vtsti ou, webtate at
y.ww.anvatntcom or contact an MnrP Satan Representative.
- Available galvanized.
When ordering, refer to product as FP7000.
DAN)JLOK I
The Gruviok® Figure 7000 Lightweight Coupling is designed for
applications where system flexibility is desired.
The Figure 7000 Lightweight Coupling is approximately 30%
lighter in weight than the Figure 7001 Coupling. Working pressure
ratings shown are for reference only and are based on Schedule
40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved
pressure ratings versus pipe schedule, see www.anvilintl.com or
contact your local Anvil Representative.
The Figure 7000 Lightweight Coupling with a Pre-lubricated Grade
"E" EPDM, Type "A" gasket (coupling is easily identified by
purple nuts) is intended for use in fire protection systems installed
in accordance with NFPA Standard 13 "Sprinkler Systems".
HOUSING:
Ductile Iron conforming to ASTM A-536, Grade 65-45-12
ANSI DOLTS & HEAVY HEX NUTS:
Heat treated, oval-neck track head bolts conforming to ASTM A-i 83
Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex
nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or
J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard.
METRIC BOLTS & HEAVY HEX NUTS:
Heat treated, zinc electroplated oval-neck track head bolts made of carbon
steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and
bolts are zinc electroplated followed by a yellow chromate dip.
COATINGS:
Rust inhibiting paint Color: ORANGE (standard)
0 Hot Dipped Zinc Galvanized (optional)
0 Other available options: Example: RAI.3000 or RAL9000 Series
For other coating requirements contact an Anvil Representative.
LUBRICATION:
Standard Gruvlok
Gruvlok XtremeTM required for dry pipe systems and freezer applications.
GASKETS: Materials
Properties as designated in accordance with ASTM D-2000.
Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color cede)
-40°F to 150°F (Service Temperature Range)(-40°C to 66°C)
Recommended for wet and dry (oil free air) pipe fire protection sprinkler
systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM
Lubricant is required.
El Grade "Er' EPDM (Green and Red color code)
-40°F to 250°F (Service Temperature Range)(-40°C to 121 °C)
Recommended for water service, diluted acids, alkalies solutions, oil-free
air and many other chemical services.
NOT FOR USE IN PETROLEUM APPUCATIONS.
GASKET TYPE:
El Standard C Style
[I Flush Gap
PROJECT IIIIINFORMATI ON I
Project: LI Approved
Address: LI Approved as noted
Contractor: []Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
FP-4.12
[LrVL OK1
Lr_
FIGU RE wIeIsIuI LIGHTWEIGHT COUPLING
Nominal Pipe Max. Max End Range of Deflection From Coupling Dimensions Coupling Bolts Specified Torque § Approx.
Size O.D. Working
PressureA Load Pipe End
Separation WI. Ea. Per Coupling Pipe
-
X
-
Y
-
Z
-
Wy. Size Mm. Max.
ln/DNfrnm) InJmm PSI/bar L& AN In/mm Degrees M.A.Irs/mm In/mm In/mm = In/mm Ft Lbs./N m Lbs/Kg
1¼ 1.660 600 11299 0M 10 5' 0.23 21/4 4% 13/4 2 %x2¼ 30 45 1.4
.52 42.2 11.4 5.78 0812 18.8 /0 111 44 1110x5/ 40 40 06
11/2 1.900 600 1,701 0-'/3 0° 57' 0.20 3 4% 1% 2 %x2¼ 30 45 1.5
40 48.3 41.4 7.57 80.79 14,5 76 117 44 /210x5/ 40 60 01
2 2.375 600 2,658 0h/32 00 45' 016 31/2 51/2 1% 2 %x 21/4 30 45 1.7
50 60.3 41.4 11.82 OWl? 13.1 89 140 44 /119x57 18 1 60 0.8
2½ 2.875 600 3,895 0.1/32 0°37' 0.13 4 2 %x2¼ 30 45 1.9
65 73.0 4 1. 4 1233 08.79 10.8 102 146 44 IllOxOl 40 60 0.9
300 2.116 600 4230 0. 0036 0.13 4 1 2 - 30 45 2.3
76.1 76.1 41.4 18.82 00.79 10.4 102 156 44 - MIOx 57 40 60 1.0
3 3.500 600 5,773 01/32 0°31' 0.11 41A 63/4 11/4 2 ½x23/4 80 100 2.9
80 85.9 41.4 25.68 00.79 8.9 117 UI 44 - /ii2l3 1W 150 1.3
4/0.0. 4.250 461 8,512 0 i16 0)0 5 l 2 2 53 80 030 4.0
108.0 1 108.0 41.4 1 37.86 0-2.38 1 58.7 140 1 197 51 - M12x76 110 150 1 1.8
4 4.500 600 9,543 0/32 10 12' 0.67 5/8 81/s 2 2 1/2 x3 80 100 4.6
100 114.3 ILl 42.45 02.35 55.5 149 20.6 51 - I'll 12x/6 110 160 2.1
540.0. 5.236 500 10,766 0A' 102 0.57 6449' 2 2 1'34 160 130 57
133.0 133.0 34.5 47.89 02.38 473 165 232 51 - M16x85 135 175 2.6
5I0.U. 9.600 500 11,819 C 0058 0.54 615 91 2 2 - 103 130 6
139.7 1 139.7 34.5 1 52.84 0-2.38 1 45.4 171 238 51 - M16x85 135 175 1 2.7
5 5.563 500 12,153 03/32 00 58' 0.54 7 91h 2 2 %x3½ 100 130 6.1
125 141.3 34.5 54.06 0735 451 1/8 244 51 /416x85 135 175 2.8
51011~ 6.25? 500 15,384 02 0051 0.48 h; 100 2 2 Yj3j2 1110 130 6.7
159.0 159.0 34.5 68.43 0.2.38 39.8 191 264 51 - M16x85 135 175 3.0
600.0. 6.503 50.1 16,582 0 C'58' 0.46 /0 lOW 2 2 - 103 130 7.0
165.1 165.1 34.5 1 73.80 0-2.38 1 34.8 197 273 51 - M16x85 135 175 3.2
6 6.625 500 17,236 03A2 00 49' 0.45 6 11 2 2 %x3112 100 130 8.1 CO 168.3 34.5 /6.6/ 02.38 37.8 203 279 51 - 711685 135 1/5 3.7
8 8.625 500 29,213 0-/32 0°37 0.35 10 131/4 2% 2 %x4½ 130 180 14.2
200 219.1 34.5 129.95 02.3? 29.1 264 337 60
-
1120x 110 115 246 6.4
Not For use in copper system.
Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for cut groove pipe.
§ - For additional Bolt Torque information see Technical Data Section.
A -Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UI/lJl.C, FM, VdS and LPCB pressure
ratings versus pipe schedule, please visit anvilinl[ corn or contact your local Anvil Representative.
Other sizes available, see Gruok Catalog or contact an Anvil Representative.
I A WARNINGI
For dry pipe systems and freezer applications
lubrication of the gasket is required,
Gruvioke Xfremee Lubricant is required.
FP-4.12
Rigidlite® Coupling
AIR,, LOK
The Gruvlok® Figure 7400 Rigidlite Coupling is specially de-
signed to provide a rigid, locked-in pipe connection to meet the
specific demands of rigid design steel pipe. Fast and easy
swing-over installation of the rugged lightweight housing produces
a secure, rigid pipe joint. The Figure 7400 Rigidlite Coupling is
UL/UIC Listed, LPCB, VdS and FM Approved for fire protection
service in both wet and dry systems, with roll grooved or cut
grooved steel pipe prepared in accordance with Gruvlok grooving
specifications. Working pressure ratings shown are for reference
only and are based on Schedule 40 pipe. For the latest UL/ULC
listed, LPCB, VdS and FM Approved pressure ratings versus pipe
schedule, see www.anvilintl.com or contact your local Anvil
Representative.
The Figure 7400 Rigidlite Coupling with a Pre-Lubricated Grade
"E" EPDM, Type "A" gasket (coupling is easily identified by
purple nuts) is intended for use in fire protection systems installed
in accordance with NFPA Standard 13 "Sprinkler Systems".
ANVIL
G @ us <~> 0 H usies APPROVED
For USSO9S/APPFOVOJ Details end Umilallons, sInS our website at
we,w.ansltnS.com or contact an Mull Setes Representatlse.
- Available galvanized.
When ordering, refer to product as FP7400.
HOUSING:
Ductile Iron conforming to ASTM A-536, Grade 65-45-12
ANSI BOLTS & HEAVY HEX NUTS:
Heat treated, oval-neck track head bolts conforming to ASTM A-183
Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex
nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or
J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard.
METRIC BOLTS & HEAVY HEX NUTS:
Heat treated, zinc electroplated oval-neck track head bolts made of carbon
steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and
bolts are zinc electroplated followed by a yellow chromate dip.
COATINGS:
Rust inhibiting paint Color: ORANGE (standard)
Hot Dipped Zinc Galvanized (optional)
Other available options: Example: RAL3000 or RAL9000 Series
For other coating requirements contact an Anvil Representative.
LUBRICATION:
Standard Gruvlok
D Gruvlok Xtremijm required for dry pipe systems and freezer applications.
GASKETS: Materials
Properties as designated in accordance with ASTM D-2000.
Pie-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code)
-40°F to 150°F (Service Temperature Range)(-40°C to 66°C)
Recommended For wet and dry (oil free air) pipe lire protection sprinkler
systems. For dry pipe systems and Freezer applications, Gruvlok XtremeTM
Lubricant is required.
Grade 'EV EPDM (Green and Red color code)
-40°F to 250°F (Service Temperature Range)(-40°C to 121°C)
Recommended for water service, diluted acids, alkalies solutions, oil-free
air and many other chemical services.
NOT FOR USE IN PETROLEUM APPUCA11ONS.
GASKET TYPE:
Standard C Style
Flush Gap
PROJECT INFORMATION APPROVAL STAMP
Project: 0 Approved
Address: [-]Approved as noted
Contractor: IJ Not approved
Engineer: Remarks:
Submittal Date:
Notes 1:
Notes 2:
FP-4.12
Rigidlite® Coupling ANFIL.
FIGURE L0I0I:1[e1I.1!IiCOUPLING
Nominal Pipe Max. Max. Range of Coupling Dimensions Coupling Bolts Specified Torque §
Size Working
PressureA I Separation X V Z Wy. Size Mi Max. Wt. Ea.
In./DN(mm) In1mm PSI/bar Lbs./kN In1mm InJmm In 1mm In1mm In .1111111 Ft.-LbsjN-m Lbs/Kg
1% 1.660 300 649 Oh.a 21/e 4% 1% 2 %x2% 30 45 1.3
32 1 42.2 20.7 1 2.89 00.79 67 127 44 - Ml0x57 40 60 0.6
11/2 1.900 300 851 0-V22 2% 4% 1% 2 %x2% 30 45 1.4
40 48.3 20.7 3.78 00.19 73 724 44 - M10x51 40 60 0.6
2 2.375 300 1,329 O/aa 31/4 51h 1% 2 %x2% 30 45 1.6
50* 60.3 20.7 5.91 00.79 83 140 1 44 Ml0x51 40 60 0.1
21/2 2.875 300 1,948 0442 3% 6 1% 2 %x2% 30 45 1.9
65 73.0 20.7 8.66 1 0-0.79 98 152 44 - M10x57 40 60 0.9
30.0. 2.996 300 2,115 0-Vn 4 51/1 73/i 2 INx2¼ 30 45 1.9
76.1 1 76.1 20.7 9.41 0079 102 149 44 - MIO ox 57 40 60 0.9
3 3.500 300 2,886 0-'/32 41h 6% 1% 2 %x2% 30 45 2.1
80 88.9 20.7 12.84 04.1.79 114 171 44 - MI0x10 40 60 1.0
4 4.500 300 4,771 0-%2 51/8 71/4 1% 2 %x2% 30 45 3.1
700 114.3 20.7 21.22 02.38 143 797 48 - M10x70 40 60 1 1.4
51 0.0. 5.500 300 1,127 Q.34, 6/ 9¼ 2 2 ½x3 80 100 4.5
139.7 1 1397 20.7 1 31.70 0-2.38 171 235 51 - M12x76 110 150 2.0
5 5.563 300 7,292 O/2 6% 9% 2 2 ½x3 80 100 4.6
725 147.3 20.7 32.44 0-2.38 175 235 51 - Ml2x76 110 750 2.1
6½ 0.0. 6.500 300 9,955 0442 7'14 7Q3% 2 2 ½x3 80 700 5.5
165.1 165.1 207 44.28 0-2.38 200 264 1 51 - M12x76 110 150 2.5
6 6.625 300 10,341 0%2 77/o 10% 2 2 /2x3 80 100 5.5
ISO 768.3 20.7 1 46.00 0-2.38 200 264 SI - MI2x76 110 ISO 2.5
8
1
8.625 300 17,528 0-3/32 101/4 123/4 2% 2 ½x3% 80 100 8.4
200* 279.1 1 20.7 17.91 1 0-2.38 1 260 324 60 1 - M12x89 1 110 750 1 3.8
7400 Grade *EP EPDM gasket is required for use in copper system.
Range of Pipe End Seperation values are for roll grooved pipe and may be doubled for cut groove pipe.
§ - For additional Bolt Torque information see Technical Data Section.
A - Working Pressure Ratings are For reference only and based on Sdt 40 pipe. For the latest UIJULC, FM, VdS and 1KB pressure
ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative.
Other sizes available, see GnMok Catalog or contact an Anvil Representative.
I A WARNINGI
For thy pipe systems and freezer applications
lub,icatian of the gasket is required,
Gruvtok )(tremeTm Lubricant is required.
FP-4.12
The AGF Manufacturing Inc. Model 1000 TESTANDRAIN®
provides both the test function and the express drain
function for a wet fire sprinkler system.
The Model 1000 complies with the requirements of
NFPA-13, NFPA-13R, and NFPA-13D.
The Model 1000 TESTANDRAIN® is a compact single
handle ball valve which includes a tamper resistant test
orifice and integral tamper resistant sight glasses, and is
300 PSI rated.
Available in a full range of sizes from 34" to 2" NPT and
BSPT, with all specifiable orifice sizes %" (2.8K), 7A6" (4.2K),
½" (5.6K), 17/32" (8.0K), %" (11.2K, ELO), 3%" (14.0K, ESFR),
and K25 as required by NFPA 13, 2007 Edition (see reverse).
The orifice size is noted on the indicator plate and the valve
features a tapped and plugged port for system access.
A locking kit is available and can be ordered with the valve
to provide vandal resistance or prevent unintentional alarm
activation.
Repair kits including (1) adapter gasket, (1) ball, (2) valve
seats, (1) stem packing, and (1) stem washer are available
for all TESTANDRAIN® valves. Valve and orifice size must
be specified when ordering.
MODEL 1000 - FRONT VIEW, VERTICAL INSTALLATION
FROM BRANCH
SYSTEM ACCESS PORT
STREET EL
STREET E_ DRAIN OR PIPE
TO DRAIN
RIGHT HAND/STRAIGHT INSTALLATION
TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. GS1000 10/09
MODEL 1000 - PLAN VIEW FRONT VIEW - HORIZONTAL INSTALL
13
TO DRAIN -1
s:a:e:s 112" NPT SYSTEM
DIMENSIONS
Orifice Size Available: /8", 7A6", 1/2°, /32", ELO (5/81)*, ESFR (3/4 )*, & K25**
SIZE A B C U E F G H
3/4" 51A6" 11/2" 26' 35/8" 33W 1 1 6' 49A6" 63W
(128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 MM) 017 mm) (162.5 mm)
11. 51/" 1½" 26' 35W 3 3/8" 113i6" 4906" 63W
(128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm)
11/4 5A6" 111A6" 29A6" 41/4" 35/16" 115/16" 59/16" 51½"
(163 mm) (43 mm) (65 mm) (108 mm) (83 mm) (51 mm) (141 mm) (192 mm)
1Y2" 67/16" 113A6" 31/4" 51A6" 37" 2%" 81/4" 107i"
(163 mm) (45 mm) (81.5 mm) (127mm) (99 MM) (67 mm) (207 mm) (274 mm)
2" 6A6" 116" 31/4" 51A6" 37,' 25W 81/4" 10,"
________
(163 mm) 1 (45 MM) (81.5 MM) (127 MM) (99 MM) (67 MM) 1 (207 MM) (274 MM)
* Available on 11/4" to 2" size units only
Available on 11/2" and 2" size units only
THE MODEL 1000 PROVIDES ALL OF THE FOLLOWING...
From the 2007 Edition of NFPA 13
MATERIALS
Handle: Steel
Stem: Rod Brass
Ball: C.P. Brass
Body: Bronze
Valve Seat: Impregnated Teflon®
Indicator Plate: Steel
Handle Stop: Steel
APPROVALS
UL and ULC Listed (EX4019)
FM Approved
NYC-BSA No. 720-87-SM
MADE IN UiA.
Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system.
Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - shall be provided with a drain
& 8.16.2.4.3 connection having a minimum size as shown in Table 8.16.2.4.2.
Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain.
Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full
flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice
giving a flow equivalent to one sprinkler...
Chapter 8.17.4.2.2 The test connection valve shall be readily accessible.
Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterf low alarm.
Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore
corrosion-resistant orifice, to provide a flow equivalent to one sprinkler...
Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall
be brass.
1
I r-
AGF Manufacturing Inc.
100 Quaker Lane, Malvern, PA 19355
L
Phone: 610-240-4900
r•
l Fax: 610-240-4906
ii www.testandrain.com
Job Name:-
Architect:-
Engineer: -
Contractor:
Fig. 200
- "Trimline" Adjustable Band Hanger Fig. 200R (Import)
- TrimIine1' Adjustable Band Hanger
w/Retainer Ring
Size Range
- 1/2k' thru 8" pipe
Material
- Carbon Steel, Mil. Galvanized to G
9
0
specifications
Function
- For fire sprinkler and other genera) pi
p
i
n
g
purposes. Knurled swivel nut desig
n
p
e
r
m
i
t
s
h
a
n
g
e
r
adjustment after installation.
Features -
(1J2 thru 21 Flared edges ease inst
a
l
l
a
t
i
o
n
f
o
r
all pipe types and protect CPVC pla
s
t
i
c
p
i
p
e
from abrasion. Captured design ke
e
p
s
a
d
j
u
s
t
i
n
g
nut from separating with hanger. Han
g
e
r
i
s
e
a
s
-
ily installed around pipe.
(21h" thru 8") Spring tension on nut h
o
l
d
s
i
t
securely in hanger before installation.
A
d
j
u
s
t
i
n
g
nut is easily removed.
Approvals - Underwriters Laboratories listed
(1/2" thru 8") in the USA (UL) and C
a
n
a
d
a
(
c
L
J
L
)
for steel and CPVC plastic pipe an
d
F
a
c
t
o
r
y
M
u
t
u
a
l
Engineering Approved (3/4" thru 8").
C
o
n
f
o
r
m
s
t
o
Federal Specifications WW-H-171 E.
T
y
p
e
1
0
a
n
d
Manufacturers Standardization Societ
y
S
P
-
6
9
,
T
y
p
e
10.
Maximum Temperature
- 650DF
Finish - Mil. Galvanized. Stainless Steel mater
i
a
l
s
w
i
l
l
be supplied with (2) hex nuts in pla
c
e
o
f
a
k
n
u
r
l
n
u
b
.
Order By - Figure number and pipe size
Note - Figure 2008 (import) with retainer ri
n
g
a
n
d
non-captured knurl nut,
Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/b 2% 400 11 3/4 3/8 8mm or10mm 31A 21h 400 11 1 3/8 8mm or 10mm 33A 25A 400 12 1½ 3/8 8mm or 10mm 3V,, 27% 400 13 1½ 3/8 8mm or 10mm 3¼ 2¼ 400 14 2 3/8 8mm or 10mm 4½ 3 400 15 211/- 3/8 10mm 5% 41A 600 27 3 3/8 10mm 57A 4 600 29 alk 3/8 10mm 7* 51/4 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 10½ 6:Y4 1250 73 8 112 12mm 131/ 8~VA 1250 136
C @ 09 USTtD Fig. 25 - Surge Restrainer
Size Range - One size fits 3/4" thru 2' pipe.
Material - Pre-Galvanized Steel
Function - Designed to be used in conjunction with TOLCO® Band Hangers to
restrict the upward movement of piping as it occurs during sprinkler head
activation or earthquake type activity. The surge restrainer is easily and efficient-
ly installed by snapping into a locking position on the band hanger. This product
is intended to satisfy the requirements as indicated in the National Fire Protection
Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to
restrain either steel pipe or CPVC plastic Pipe.
Approvals - Underwriters' Laboratories Listed Qfl!Y when used with TOLCO
band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and
Canada (cUL).
Finish - Pre-Galvanized
Order By - Figure number and TOLCO band hanger, size from 3/4"
thru 2".
Patent #5,344,108
\
) 1 1/
'
I
/ ......
I'
OFFICE/MANUFACTURING FAUUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • FH: 951.737.5599 • FAX: 951.737.0333
CUSTOMER SERVICE • 800.7815280 'I
F P P I UL/ULC Listed 300 psi
Description
FPPI® TrimFie Bronze* Globe Valves are precision cast then machined using
state of the art facilities. Each valve features a full floating seat holder for
reduced seat wear when closing the valve. Seat is made of pure virgin PTFE for
longer seat life and reduced maintenance as compared to rubber seat valves.
TrimFit trim valves are suitable for use in regular (1 75p5i) and high pressure
(300psi) sprinkler systems. Standard configuration is FNPT x FNPT and is
available in 1/4" IPS through 2" IPS sizes. Each valve carries the UL Listing UL/
ULC Listed 2R97
Installation Specifications
Install in accordance with usual and customary installation techniques for fire
sprinkler systems Use a suitable thread sealant on the male threads of the pipe Material:
Bronze
being threaded into the valve body. We recommend either FPPI PTFE Thread Seat-PTFE
Sealing Tape or PipeFit® Thread Sealing Paste with PTFE NEVER USE BOTH Hand wheel JIS FC 20
DO NOT OVERTIGHTEN OVERTIGHTENING MAY CAUSE CRACKS OR painted red
LEAKS.Sizes
06-798-00 ¼" IPS FNPT
06-800 001/"
06-802-00 3/4
06-804-00 1"
06-806-00 11/4"
06-808-00 11/2"
06-810-002"
lead. Not for use in 1
water systems intended for human
consumption
3198 UONSHEAD AVE
CAFLSBAD, CA 92010
TEL + 1760 599-1168 - +1800 344-1822
FAX + 1 800 344-3775 -
© 2012 Fire Protection Products Inc PioeRO, TnmFite and FPP110 are registered trademarks of fire Protection (üi) C& Products Inc USTED USTED
FP
Description
FPPI pressure gauges feature an impact and corrosion resistant case made from '.
ABS (plastic). Features phosphor bronze bourdon tube movement with white
enameled brass dial face with large numbers for easy reading. Dual scale to 300
PSI/2000Kpa. UL/ULc Listed (Sprinkler Gauge Model 111.1 OSP, UL Listed file -'
L
EX5232) and FM Approved.
Applications
Fire sprinkler systems
Suitable for all media that will not
obstruct the pressure system or
attack copper alloy parts
Special Features
UL-listed (UL-393), United States
and Canada (Sprinkler Gauge
Model 111.10SP, UL Listed file
EX5232)
Factory Mutual (FM) approved
Reliable and economical
Standard Features
Design
EN 837-1 & ASME 1340.100
Sizes
4" (100 mm)
Accuracy class
± 3% of span
(ASME 1340.100 Grade B)
Ranges
0/80 psi, retard to 250 psi (air)
0/300 psi (air, water, air/water)
Working Pressure
Steady: 34 of full scale value
Fluctuating: % of full scale value
Short time: full scale value
Operating Temperature
Ambient: -40°F to 140°F
(-40°C to 60°C)
Media: 140°F (+60°C) maximum
Temperature Error
Additional error when temperature
changes from reference temperature
of 68°F (20°C) +0.4% for every 18°F
(10°C) rising or falling. Percentage
of span.
Specifications
Bourdon Tube
Material: copper alloy C-type
Pressure Connection
Material: copper alloy
1/4" NPT lower mount (LM)
Movement
Copper alloy
Dial
White aluminum with stop pin:
black and red lettering
Pointer
Black aluminum
Case
Black polycarbonate
Window
Snap-in clear polycarbonate
3198 UONSHEAD AVE
CARLSBAD, CA 92010
TEL + 1760 599-1168
+1800344-1822
FAX + 1800 344-3775
© 2012 Fire Protection Products, Inc.
F
Description
Designed for use in grid systems or any sprinkler system where pressure relief is
required. The Adjustable Pressure Relief Valve can be adjusted from 75-175 psi.
Adjustment to the desired pressure is achieved with the use of an approved fire
sprinkler system pressure gauge. The adjustment cap is "diamond" knurled for
easy adjustment. The body is cast bronze* and marked with directional arrows
for proper flow indication. The pressure markings on the adjustment cap are for
reference only. Use the system gauge for proper relief setting.
Directions Specifications
Installation of the Adjustable Pressure Relief Valve is accomplished with tools
readily available on the job site utilizing approved installation methods. Do not Type:
Angle pattern, ½" IPS
install outlet piping until relief pressure has been set. To set relief pressure,
rotate adjustment cap clockwise until seated. Pressurize sprinkler system to Material:
the pressure that you wish to provide relief Once system pressure has been set Body: Cast Bronze*
cap: Bras-s*
slowly turn pressure relief valve adjustment cap counter clockwise until the valve Seat packing: Rubber
outlet starts to "spit" water from the system (bleed off pressure). Once the valve
starts to "spit" then slowly close the valve cap until the valve stops "bleeding
off" pressure. Check the system pressure gauge to make sure pressure is
maintained at the relief pressure. Repeat steps until proper relief pressure has Finish:
been set. Make sure to test setting by pressurizing system above relief setting Rough Brass*,
to verify proper relief valve function. Use an appropriate thread sealant such as Dimensions:
PipeFit or PipeFit AS to prevent leakage of the threaded connections. Refer to 3.05" x 1.540" x 1.10"
Authority Having Jurisdiction or NFPA1 3 for proper installation location in the 'Contains lead. Not for use in
sprinkler system. water systems intended for human
consumption.
3198 UONSHEAD AVE
CARLSBAD, CA 92010
TEL + 1760 599-1168
+1800 344-1822
FAX + 1 800 344-3775
© 2012 Rio Protection Products, Inc.
Fig. 65 and Fig. 66
Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings
Component of State of
Seismic Restraints System USTED California OSI-IPD Approved c Size Range - (Fig. 65 and Fig. 66) 3/8, 1/2 and 5/8' rod
Material - Carbon Steel with hardened cup point set screw and
jam nut
Function - Recommended for hanging from steel beam where flange
thickness does not exceed 3/4' (Fig. 65) or 11/4" (Fig. 66).
Features - All steel construction eliminates structural deficiencies
associated with casting type beam clamps. May be used on top or
bottom flange of the beam. (Beveled lip allows hanging from top
flange where clearance is limited.) May be installed with the set
screw in up or down position. Offset design permits unlimited rod
adjustment by allowing the rod to be threaded completely through the
clamp. Open design permits inspection of thread engagement.
Approvals - Underwriters' Laboratories Listed in the USA (UL) and
Canada (cUL). Exceeds requirements of the National Fire Protection
Association (NFPA), Pamphlet 13, 3/8' rod will support 1/2" thru 4"
pipe, 1/2' rod will support 1/2' thru 8 pipe. Included in our Seismic
Restraints Catalog approved by the State of California Office of
Statewide Health Planning and Development (OSHPD). For additional
load, spacing and placement relating to OSHPD projects. please refer
to the TOLCO Seismic Restraint Systems Guidelines.
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish.
Order By - Figure number, rod size and finish
Fig. 65 Patent #4,570,885
LD1l
k-hL
C
F
A
Fig. 65
Dimensions • Weights
Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100
3/8 1Ae 3/4 1 7/16 1 610 28
1/2 1½ 3/4 1 9/16 11/4 1130 55
5/8 1½ 3/4 1 9/16 11/4 1130 55
* Max. loads for clamp with set screw in up or down position.
Fig. 66
Dimensions • Weights
Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100
3/8 lWis 11/4 1 7/16 1 610 28
1/2 1½ 11/4 1 9/16 11/4 1130 55
5/8 1½ 11/4 1 9/16 11/4 1130 55
* Max. loads for clamp with set screw in up or down position.
OFRCMANUFACTURING FACIU1'Y • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330
I CUSTOMER SERVICE • 800.786.5266
www.tolco.com
Fig. 69 - Beam Clamp Retaining Strap
Size Range - 3/8 thru 7/8" rod by 4" thru 16" length.*
Material - Pre-Galvanized Steel
Function - To offer more secure fastening of various types
of beam clamps to beam where danger of movement might
be expected. NFPA 13 requires the use of retaining straps
with all beam clamps installed in earthquake areas. Satisfies
requirements of NFPA 13 (2010) 9.3.7.1.
Important Note - Good installation practice of a retaining
strap requires that the strap be held tightly and securely to all
component parts of the assembly. Therefore a locking mech-
anism of some kind such as a hex nut or the beveled locking
slot on the TOLCO® Fig. 69R will provide a more secure
reliable installation.
Approvals - Underwriters' Laboratories listed in the
USA (UL) and Canada (cUL). Approved for use with any
listed beam clamp. Included in our Seismic Restraints
Catalog approved by the State of California Office of
Statewide Health Planning and Development (OSHPD). For
additional load, spacing and placement information relat-
ing to OSHPD projects, please refer to the TOLCO Seismic
Restraint Systems Guidelines.
Finish - Pre-Galvanized
Order By - Figure number, type, length "B" and rod size
being used with beam clamp
Note - Minimum return on Strap: 1".
Dimensions
Type Rod Size A Hole Size B
1 3/8 7/16 Specify
1/2 9/16 Specify
2 5/8 11/16 Specify
3/4 13/16 Specify
3 3/8 -7/8 Specify Specify
* Longer lengths are available, consult factory.
Component of State of
California OSHPD Approved C@ US LISTED Seismic Restraints System
OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.1370330
CUSTOMER SERVICE • 800.786.5266 .4
www.folco.com
Fig. 4L ..c®ususmi
Longitudinal "In-Line" Sway Brace Attachment
Size Ranae - 21/2" throucih 8" IPS.
Material - Carbon Steel
Function - For bracing pipe against sway and seismic disturbance.
Approvals - Underwriter's Laboratories Listed in the USA (UL) and
Canada (cUL) 21/2" - 8". Approved by Factory Mutual Engineering (FM),
21/2" - 8" pipe.
Installation Instructions - The Fig. 4L is the 'braced pipe" attachment
component of a longitudinal sway brace assembly. It is intended to be D A combined with the "bracing pipe" and TOLCO structural attachment
component to form a complete bracing assembly. NFPA 13 and/or
OSHPD 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 hex head snaps off. Jaw attachment can pivot for adjustment to c
proper brace angle.
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish.
Order By - Figure number, pipe size and finish.
-/=
0 Dimensions • Weights
Max. Rec. *Max Design BoltI Sizes A C D Load Lbs. Load Lbs. AApp10X
V Size (cliLus) (FM) IV 1.1 100
67A6 21h 23/4 1/2 2015 3000 253
7 23/4 31A6 1/2 2015 1550 268
4 81/2 3/8 311/16 1/2 2015 1550 348
1 01 5 9~ 37/8 4% 1/2 2015 1450 380
Longitudinal 6 111½ 5 51½ 1/2 2015 1450 640 D race 8 131/4 55A 5% 1/2 2015 1450 728
0 0 * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the
brace is: H = F x sin 0, where 0 the installation angle measured from the vertical.
FM approved when used with 1", 11/4', 1½" or 2" Sch. 40 brace pipe.
4-Way Riser Brace
(Plan view)
TOLCO® brand bracing components are designed to be compatible ONLY 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 FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330
CUSTOMER SERVICE • 800.786.5266
www.to!co.com
Fig. 1001 - Sway Brace Attachment Component of State of c®ususm California OSHPD Approved
Size Range - Pipe size to be braced: 21/2' thru 8" IPS.* Pipe size Seismic Restraints System
used for bracing: 1" and 11/4 Schedule 40 IPS.
Material - Carbon Steel
Function - For bracing pipe against sway and seismic distur-
bance. The pipe attachment component of a sway brace system:
The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting
and joined together with bracing pipe per NFPA 13, forming a corn- plete sway brace assembly.
Features - Can be used to brace schedules 7 through 40 IPS. I
Field adjustable, making critical pre-engineering of bracing pipe
length unnecessary. Unique design requires no threading of brac-
ing pipe. Can be used as a component of a four-way riser brace.
Comes assembled and ready for installation. Fig. 1001 has built-in
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 ' 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) Maximum Design Load
and Canada (cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1600 lbs.
Included in our Seismic Restraints Catalog approved by the State Sch. 10 & 40 w/1 ' Brace Pipe - 2015 lbs.
of California Office of Statewide Health Planning and Development Sch. 10 & 40 w/11/4" Brace Pipe - 2765 lbs.
(OSHPD). For additional load, spacing and placement information
relating to OSHPD projects, please refer to the TOLCO Seismic FM Approved Design Loads*
Restraint Systems Guidelines. 21/2 ' - 2400 lbs.
Finish - Plain 3' - 4" - 2500 lbs.
Note - Available in Electro-Galvanized and HDG finish. 5' - 8' - 1500 lbs.
Order By - Indicate pipe size to be braced followed by pipe size
used for bracing, figure number and finish.
Important Note - The Fig. 1001 is precision manufactured to
perform its function as a critical component of a complete brac-
ing assembly. To ensure performance, the UL Listing requires
that the Fig. 1001 must be used only with other TOLCO bracing
products. The Fig 1001 is not intended for use with the Fig. 907
4-Way Longitudinal Brace Attachment.
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
Fig. 980 - Universal Swivel Sway Brace Attachment c®ususlui
Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all
structural steel up to 1/4" thick.
Material - Carbon Steel Component of State of
Function - Multi-functional attachment to structure or California OSHPD Approved
Seismic Restraints System
braced pipe fitting.
Features - This product's design incorporates a concen-
tric attachment opening which is critical to the performance H
of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4
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 - The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway
brace assembly. It is intended to be combined with the B
"bracing pipe" and TOLCO "braced pipe" attachment, Fig.
1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing
assembly. NFPA 13 and/or OSHPD guidelines should be
followed.
To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off.
Attachment can pivot for adjustment to proper brace angle.
Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual
Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office
of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information
relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.
Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe
Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require-
ments of Underwriters' Laboratories and the National Fire Protection Association (NFPA)
Finish - Plain
Note - Available in Electro-Galvanized finish
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
Lateral Brace
Dimensions • Weights
Max. Design Max. Design Approx. A B Load Lbs. Load Lbs.
(cULus) (FM)
51/4 1/8 17/32 2765 2800 132
* Available with hole sizes to accommodate up to 3/4" fastener. Consult factory.
The loads listed are axial loads on the brace. The horizontal load capacity, H, of the
brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical.
TOLCO® brand bracing components are desgined to be compatible ONLY 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.
FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330
CUSTOMER SERVICE • 800.786.5266
www.toko.com
Component of State of
Fig. 825 - Bar Joist Sway Brace Attachment California OSHPD Approved
Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace Seismic Restraints System
attachments.
Material - Carbon Steel C@ us USTED APPROVED
Function - To attach sway bracing and hanger assemblies 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 welding. Unique design reinforces point
of connection to joist. Break off head bolt design assures verification of proper
installation torque (mm. 31 ft.-lbs.).
Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL).
Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints
Catalog approved by the State of California Office of Statewide Health Planning
and Development (OSHPD). For additional load, spacing and placement information
relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems
Guidelines.
Installation Instructions - The Fig. 825 is the structural attachment component
of a longitudinal or lateral sway brace assembly. It is intended to be combined
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.
3/8"
To Install - Place the Fig. 825 on the steel beam or joist within
6" of a panel point, tighten the cone point set bolts until bolt
heads break off. Attach other TOLCO transitional attachment
fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment
can pivot for adjustment to proper brace angle.
Finish - Plain, Electro-Galvanized and HDG
Order By - Figure number and finish
US Patent #6,098,942
Canada Patent #2,286,659
AgO8, I I
.nydI,e, .4 4
11
Fig. IWO
IL
COEVIOW >
801101,I,h*wnatteth.d
Maximum Design Load 2015 Lbs.
Weighti100 237.5 Lbs.
UL Listed as Hanger Attachment
6" Pipe Max.
FM Approved Design Loads*
2900 - Across Beam
1350- Along Beam
* The loads listed are axial loads on the brace. The horizontal
load capacity, H, of the brace is: H = F x sin 0, where 8 is the
installation angle measured from the vertical.
Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components,
resulting in a listed seismic bracing assembly. Cooper B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's
standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper
B-Line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line.
COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330
COOPER B-Line