HomeMy WebLinkAbout6156 INNOVATION WAY; BLDG Q; AS070158; Permit9/14/22,11:16 AM AS070158 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS070158
6156 INNOVATION
Job Address: Status: ISSUED
WY
Permit Type: SPRINK Applied 6/7/2007
Parcel No: 2132621000 Approved: 6/7/2007
Lot #: 0
Reference No.: Issued: 6/7/2007
PC #: Inspector:
Project Title: TOWERS @ BRESSI, BLDG. Q
Applicant:
INDUSTRIAL FIRE SPRINKLER CO.,
3845 IMPERIAL AV
SAN DIEGO CA
619-266-6030
Owner:
PALOMAR AIRPORT ROAD LLC
9171 TOWNE CENTRE DR #460
SAN DIEGO CA
Fees ($) Add'l Fees ($)
,
Total ($) Balance ($)
L 186 0 186 0
about:blank 1/1
Parsley Consulfing
350 West 9& Avenuc, Suitc L
Escondido, California 92025-5053
T10k0110 (760) 745-6181 F(760) 745-0537
June 6, 2007
Mr. James Weigand
City of Carlsbad Fire Department
Office of Fire Protection Services
1635 Faraday Avenue
Carlsbad, California 92008
Subject: Plan Review for Towers at Bressi Ranch, 6186 Innovation Way, Carlsbad, CA
Dear Mr. Weigand:
We have reviewed the submittal as prepared by Industrial Fire.
Based on our review it is our opinion that the submittal is in substantial conformance with the
applicable codes and standards in force at this time, including local adopted ordinances.
Further submittal should not be required. We had no comments.
Sincerely,
Xennet
EY CONSULTJNG
h W. agone9ET
Office Manager
End (1) Working Drawings - 3 sets
(2) Hydraulic Calculations - 3 sets
Note Acopy-of this letter has been transmitted via fax to Industrial Fire on June 6, 2007
flle:\C:\REVIEWS\Rev2O7242002. 1.wpd
ITTED APPROVED
- - - Fire Protection by Computer Design
INDUSTRIAL FIRE SPRINKLER CO.
3845 IMPERIAL AVE.
SAN DIEGO, CA 92113
619-266-6030
Job Name : TOWERS AT BRESSI
Building : BUILDING Q
Location 6156 INNOVATION WAY
System : REMOTE AREA1
Contract
Data File : Towers-QI.wxl
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
INDUSTRIAL FIRE SPRINKLER CO. Page 1
TOWERS AT BRESSI Date 5/2/07
Hydraulic Desian Information Sheet
Name - TOWERS AT BRESSI Date - 5/2/07
Location - 6156 INNOVATION WAY
Building - BUILDING Q System No. - REMOTE AREA1
Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. -
Calculated By - M.G. Drawing No. - FP-8
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES
Occupancy - EXTRA
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz.
Y NFPA 231 ( ) NFPA 231C Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle
Density - .45 (X) Wet Make RELIABLE
D Area Per Sprinkler - 83 Dry Model G VELO
E Elevation at Highest Outlet - 28_4TT Deluge Size 3/4"
S Hose Allowance - Inside - Preaction K-Factor 14.0
I Rack Sprinkler Allowance - Other Temp . Rat . 286
G Hose Allowance - Outside - 500
N
Note
Calculation Flow Required - Press Required -
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/31/07 Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 75 @ Press -
R Residual Press - 74 Elev. - Well
Flow - 1780 Proof Flow
S Elevation - 385.0
U
P Location - GATEWAY RD & INNOVATION WAY
P
L Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
N Storage Method: Solid Piled % Palletized % Rack
N
Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
INDUSTRIAL FIRE SPRINKLER CO. Page 2
TOWERS AT BRESSI Date 5/2/07
City Water Supply: Demand:
Cl - Static Pressure : 75 DI - Elevation : 14.760
02 - Residual Pressure: 74 D2 - System Flow : 1600.23
stem Pressure : 58.797 C2 - Residual Flow : 1780 D2 -
Srdemand
Hose Adj City)
Hose )
D3 - System Demand : 2100.23
Safety Margin : 14.845
150
140
130
P 12
R 11
E10°
S90
s 80 ii:!i
u70 - - ___ _____ ______ ________ D2
R6°
E 50
40 i11_____ 30
20
Dt 10
I I I
300 600 900 1200 1500 1800 2100 2400 2700
FLOW ( N "1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
INDUSTRIAL FIRE SPRINKLER CO. Page 3
TOWERS AT BRESSI Date 5/2/07
Fitting Legend
Abbrev. Name % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40
T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
INDUSTRIAL FIRE SPRINKLER CO. Page 4
TOWERS AT BRESSI Date 5/2/07
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
53 28.33 14 8.37 na 40.51 0.45 83 7.0
52 28.33 14 9.32 na 42.75 0.45 83 7.0
50 28.33 14 10.77 na 45.94 0.45 83 7.0
51 28.33 14.1 na
46 27.875 14 9.14 na 42.33 0.45 83 7.0
47 27.875 14 9.2 na 42.46 0.45 83 7.0
48 27.875 14 9.41 na 42.94 0.45 83 7.0
49 27.875 14 9.85 na 43.93 0.45 83 7.0
42 27.67 14 9.38 na 42.88 0.45 83 7.0
43 27.67 14 9.44 na 43.02 0.45 83 7.0
44 27.67 14 9.65 na 43.5 0.45 83 7.0
45 27.67 14 10.1 na 44.5 0.45 83 7.0
41 27.875 14 24.34 na 69.06 0.45 83 7.0
40 27.67 14 24.43 na 69.19 0.45 83 7.0
36 28.08 14 8.99 na 41.99 0.45 83 7.0
37 28.08 14 9.05 na 42.12 0.45 83 7.0
38 28.08 14 9.26 na 42.59 0.45 83 7.0
39 28.08 14 9.69 na 43.58 0.45 83 7.0
29 28.33 14 7.49 na 38.32 0.45 83 7.0
30 28.33 9.88 na
31 28.33 11.01 na
32 28.33 12.24 na
33 28.33 16.45 na
34 24.0 21.83 na
35 24.0 21.87 na
22 27.875 14 7.23 na 37.66 0.45 83 7.0
23 27.875 14 7.28 na 37.78 0.45 83 7.0
24 27.875 14 7.45 na 38.22 0.45 83 7.0
25 27.875 14 7.81 na 39.13 0.45 83 7.0
26 27.875 14 8.49 na 40.8 0.45 83 7.0
27 27.875 14 9.25 na 42.58 0.45 83 7.0
28 27.875 11.85 na
15 27.67 14 7.43 na 38.16 0.45 83 7.0
16 27.67 14 7.48 na 38.28 0.45 83 7.0
17 27.67 14 7.65 na 38.72 0.45 83 7.0
18 27.67 14 8.02 na 39.64 0.45 83 7.0
19 27.67 14 8.72 na 41.33 0.45 83 7.0
20 27.67 14 9.49 na 43.14 0.45 83 7.0
21 27.67 12.16 na
11 28.08 14 24.25 na 68.94 0.45 83 7.0
12 24.0 27.29 na
13 24.0 27.3 na
14 24.0 27.3 na
1 28.08 14 7.12 na 37.35 0.45 83 7.0
2 28.08 14 7.17 na 37.48 0.45 83 7.0
3 28.08 14 7.33 na 37.91 0.45 83 7.0
4 28.08 14 7.68 na 38.81 0.45 83 7.0
5 28.08 14 8.36 na 40.47 0.45 83 7.0
6 28.08 14 9.1 na 42.24 0.45 83 7.0
7 28.08 11.67 na
8 24.0 21.87 na
9 24.0 21.99 na
10 24.0 22.3 na
TRQ 24.0 27.45 na
CR 1.5 39.87 na
BRQ 0.5 41.19 na
Q1 -4.0 43.62 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 5
TOWERS AT BRESSI Date 5/2/07
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
Q2 -4.0 46.48 na
Q3 -4.0 52.77 na
A -4.0 56.92 na
B -4.0 56.92 na
C -4.0 56.92 na
D -4.0 57.55 na
E -4.0 57.81 na
TEST -6.0 58.8 na
M -4.0 56.13 na
N -4.0 56.33 na
Q -4.0 57.39 na
R -4.0 57.64 na
F -4.0 55.63 na
G -4.0 54.04 na
H -4.0 53.98 na 500.0
J -4.0 54.18 na
K -4.0 54.62 na
L -4.0 54.88 na
P -4.0 56.24 na
The maximum velocity is 27.69 and it occurs in the pipe between nodes 21 and 10
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
INDUSTRIAL FIRE SPRINKLER CO. Page 6
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
53 40.51 1.049 IT 5.0 0.500 8.373 K Factor = 14.00
to 120 0.0 5.000 0.0
31 40.51 0.4804 0.0 5.500 2.642 Vel = 15.04
0.0
40.51 11.015 KFactor= 12.21
52 42.75 1.049 IT 5.0 0.500 9.323 K Factor = 14.00
to 120 0.0 5.000 0.0
32 42.75 0.5305 0.0 5.500 2.918 Vel = 15.87
0.0
42.75 12.241 KFactor= 12.22
50 45.94 1.049 IT 5.0 0.500 10.768 KFactor= 14.00
to 120 0.0 5.000 0.0
51 45.94 0.6062 0.0 5.500 3.334 Vel = 17.05
51 0.0 1.38 1 6.0 8.750 14.102
to 120 0.0 6.000 0.0
33 45.94 0.1594 0.0 14.750 2.351 Vel = 9.85
0.0
45.94 16.453 KFactor= 11.33
46 42.33 2.469 0.0 7.410 9.140 KFactor= 14.00
to 120 0.0 0.0 0.0
47 42.33 0.0081 0.0 7.410 0.060 Vel = 2.84
47 42.46 2.469 0.0 7.080 9.200 KFactor= 14.00
to 120 0.0 0.0 0.0
48 84.79 0.0291 0.0 7.080 0.206 Vel = 5.68
48 42.94 2.469 0.0 7.080 9.406 K Factor = 14.00
to 120 0.0 0.0 0.0
49 127.73 0.0621 0.0 7.080 0.440 Vel = 8.56
49 43.93 2.469 iT 12.0 6.660 9.846 K Factor = 14.00
to 120 0.0 12.000 0.0
28 171.66 0.1074 0.0 18.660 2.005 VeI= 11.50
0.0
171.66 11.851 KFactor= 49.86
42 42.88 2.469 0.0 7.410 9.381 KFactor= 14.00
to 120 0.0 0.0 0.0
43 42.88 0.0082 0.0 7.410 0.061 Vel = 2.87
43 43.02 2.469 0.0 7.080 9.442 KFactor= 14.00
to 120 0.0 0.0 0.0
44 85.9 0.0298 0.0 7.080 0.211 Vel = 5.76
44 43.49 2.469 0.0 7.080 9.653 KFactor= 14.00
to 120 0.0 0.0 0.0
45 129.39 0.0637 0.0 7.080 0.451 Vel = 8.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 7
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
45 44.51 2.469 iT 12.0 6.660 10.104 KFactor= 14.00
to 120 0.0 12.000 0.0
21 173.9 0.1101 0.0 18.660 2.054 VeI= 11.65
0.0
173.90 12.158 KFactor= 49.87
41 69.06 2.469 2T 24.0 40.330 24.336 K Factor = 14.00
to 120 0.0 24.000 1.678
13 69.06 0.0199 0.0 64.330 1.282 Vel = 4.63
0.0
69.06 27.296 K Factor = 13.22
40 69.19 2.469 2T 24.0 40.330 24.428 K Factor = 14.00
to 120 0.0 24.000 1.589
14 69.19 0.0200 0.0 64.330 1.288 Vel = 4.64
0.0
69.19 27.305 K Factor = 13.24
36 41.99 2.469 0.0 7.410 8.994 K Factor = 14.00
to 120 0.0 0.0 0.0
37 41.99 0.0080 0.0 7.410 0.059 Vel = 2.81
37 42.12 2.469 0.0 7.080 9.053 K Factor = 14.00
to 120 0.0 0.0 0.0
38 84.11 0.0287 0.0 7.080 0.203 Vel = 5.64
38 42.59 2.469 0.0 7.080 9.256 K Factor = 14.00
to 120 0.0 0.0 0.0
39 126.7 0.0613 0.0 7.080 0.434 Vel = 8.49
39 43.58 2.469 IT 12.0 6.660 9.690 K Factor = 14.00
to 120 0.0 12.000 0.0
7 170.28 0.1058 0.0 18.660 1.975 Vel = 11.41
0.0
170.28 11.665 K Factor = 49.86
29 38.32 1.049 iT 5.0 0.500 7.492 K Factor = 14.00
to 120 0.0 5.000 0.0
30 38.32 0.4333 0.0 5.500 2.383 Vel = 14.23
30 0.0 1.38 0.0 10.000 9.875
to 120 0.0 0.0 0.0
31 38.32 0.1140 0.0 10.000 1.140 VeI= 8.22
31 40.51 1.61 0.0 6.000 11.015
to 120 0.0 0.0 0.0
32 78.83 0.2043 0.0 6.000 1.226 Vel = 12.42
32 42.75 1.61 iT 8.0 1.250 12.241
to 120 0.0 8.000 0.0
33 121.58 0.4554 0.0 9.250 4.212 VeI= 19.16
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 8
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Filling Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
33 45.94 2.067 iT 10.0 4.330 16.453
to 120 0.0 10.000 1.875
34 167.52 0.2441 0.0 14.330 3.498 Vel = 16.02
34 0.0 4.26 0.0 5.500 21.826
to 120 0.0 0.0 0.0
35 167.52 0.0071 0.0 5.500 0.039 Vel = 3.77
35 0.0 6.357 0.0 4.700 21.865
to 120 0.0 0.0 0.0
8 167.52 0.0011 0.0 4.700 0.005 Vel= 1.69
0.0
167.52 21.870 KFactor= 35.82
22 37.66 2.469 0.0 7.500 7.235 K Factor = 14.00
to 120 0.0 0.0 0.0
23 37.66 0.0064 0.0 7.500 0.048 Vet = 2.52
23 37.78 2.469 0.0 7.160 7.283 K Factor = 14.00
to 120 0.0 0.0 0.0
24 75.44 0.0235 0.0 7.160 0.168 Vet = 5.06
24 38.22 2.469 0.0 7.160 7.451 KFactor= 14.00
to 120 0.0 0.0 0.0
25 113.66 0.0501 0.0 7.160 0.359 Vel = 7.62
25 39.12 2.469 0.0 7.870 7.810 K Factor = 14.00
to 120 0.0 0.0 0.0
26 152.78 0.0867 0.0 7.870 0.682 Vel = 10.24
26 40.80 2.469 0.0 5.660 8.492 K Factor =.1 4.00
to 120 0.0 0.0 0.0
27 193.58 0.1343 0.0 5.660 0.760 Vel= 12.97
27 42.58 2.469 iT 12.0 1.410 9.252 K Factor = 14.00
to 120 0.0 12.000 0.0
28 236.16 0.1938 0.0 13.410 2.599 Vel= 15.83
28 171.66 2.469 iT 12.0 3.875 11.851
to 120 0.0 12.000 1.678
9 407.82 0.5327 0.0 15.875 8.456 Vet = 27.33
0.0
407.82 21.985 KFactor= 86.98
15 38.16 2.469 0.0 7.500 7.428 K Factor = 14.00
to 120 0.0 0.0 0.0
16 38.16 0.0067 0.0 7.500 0.050 Vel= 2.56
16 38.28 2.469 0.0 7.160 7.478 KFactor= 14.00
to 120 0.0 0.0 0.0
17 76.44 0.0240 0.0 7.160 0.172 Vel= 5.12
17 38.72 2.469 0.0 7.160 7.650 KFactor= 14.00
to 120 0.0 0.0 0.0
18 115.16 0.0513 0.0 7.160 0.367 Vet = 7.72
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 9
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Filling Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 39.64 2.469 0.0 7.870 8.017 KFactor= 14.00
to 120 0.0 0.0 0.0
19 154.8 0.0888 0.0 7.870 0.699 Vel = 10.37
19 41.33 2.469 0.0 5.660 8.716 KFactor= 14.00
to 120 0.0 0.0 0.0
20 196.13 0.1375 0.0 5.660 0.778 VeI= 13.14
20 43.14 2.469 iT 12.0 1.410 9.494 K Factor = 14.00
to 120 0.0 12.000 0.0
21 239.27 0.1987 0.0 13.410 2.664 VeI= 16.03
21 173.90 2.469 iT 12.0 3.670 12.158
to 120 0.0 12.000 1.589
10 413.17 0.5456 0.0 15.670 8.550 Vel = 27.69
0.0
413.17 22.297 KFactor= 87.50
11 68.94 2.469 2T 24.0 40.330 24.249 KFactor= 14.00
to 120 0.0 24.000 1.767
12 68.94 0.0199 0.0 64.330 1.278 Vel = 4.62
12 0.0 6.357 0.0 11.580 27.294
to 120 0.0 0.0 0.0
13 68.94 0.0002 0.0 11.580 0.002 VeI= 0.70
13 69.06 6.357 0.0 11.580 27.296
to 120 0.0 0.0 0.0
14 138.0 0.0008 0.0 11.580 0.009 Vel = 1.39
14 69.20 6.357 1 17.603 39.830 27.305
to 120 IT 37.72 55.323 0.0
TRQ 207.2 0.0015 0.0 95.153 0.144 Vel = 2.09
0.0 -
207.20 27.449 K Factor= 39.55
1 37.35 2.469 0.0 7.500 7.117 K Factor = 14.00
to 120 0.0 0.0 0.0
2 37.35 0.0064 0.0 7.500 0.048 Vel = 2.50
2 37.48 2.469 0.0 7.160 7.165 K Factor = 14.00
to 120 0.0 0.0 0.0
3 74.83 0.0232 0.0 7.160 0.166 Vel = 5.01
3 37.90 2.469 0.0 7.160 7.331 K Factor= 14.00
to 120 0.0 0.0 0.0
4 112.73 0.0493 0.0 7.160 0.353 Vel = 7.55
4 38.81 2.469 0.0 7.870 7.684 K Factor = 14.00
to 120 0.0 0.0 0.0
5 151.54 0.0854 0.0 7.870 0.672 Vel = 10.15
5 40.47 2.469 0.0 5.660 8.356 KFactor= 14.00
to 120 0.0 0.0 0.0
6 192.01 0.1322 0.0 5.660 0.748 Vel = 12.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 10
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Fe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
6 42.24 2.469 IT. 12.0 1.410 9.104 K Factor = 14.00
to 120 0.0 12.000 0.0
7 234.25 0.1910 0.0 13.410 2.561 Vel = 15.70
7 170.28 2.469 iT 12.0 4.080 11.665
to 120 0.0 12.000 1.767
8 404.53 0.5248 0.0 16.080 8.438 Vel = 27.11
8 167.52 6.357 0.0 11.580 21.870
to 120 0.0 0.0 0.0
9 572.05 0.0099 0.0 11.580 0.115 Vel= 5.78
9 407.82 6.357 0.0 11.580 21.985
to 120 0.0 0.0 0.0
10 . 979.87 0.0269 0.0 11.580 0.312 Vel = 9.90
10 413.17 6.357 1E 17.603 44.410 22.297
to 120 iT 37.72 55.323 0.0
TRQ 1393.04 0.0517 0.0 99.733 5.152 Vel = 14.08
TRQ 207.19 6.357 1Z 17.603 22.500 27.449
to 120 0.0 17.603 9.745
CR 1600.23 0.0668 0.0 40.103 2.678 Vel= 16.18
CR 0.0 8.249 2E 42.282 5.000 39.872
to 120 0.0 42.282 0.433
BRQ 1600.23 0.0188 0.0 47.282 0.887 Vel = 9.61
BRQ 0.0 8.249 1L 15.269 10.000 41.192
to 120 0.0 15.269 1.949
Qi 1600.23 0.0188 0.0 25.269 0.475 Vel = 9.61
Ql 0.0 7.98 1 13.591 128.000. 43.616
to 150 2E 54.365 67.957 0.0
Q2 1600.23 0.0146 0.0 195.957 2.861 Vel = 10.27
Q2 0.0 8.27 2E 56.936 16.000 46.477
to 140 iT 55.354 112.290 4.500 * Fixed loss = 4.5
Q3 1600.23 0.0139 0.0 128.290 1.788 Vel = 9.56
Q3 0.0 7.98 iG 6.041 24.000 52.765
to 150 iT 52.855 58.895 0.0
H 1600.23 0.0146 0.0 82.895 1.210 Vel = 10.27
0.0
1600.23 53.975 K Factor = 217.81
A -1.17 7.98 2F 27.183 352.000 56.925
to 150 1 6.041 33.222 0.0
B -1.17 0.0 0.0 385.222 0.0 Vel = 0.01
B 0.0 7.98 1 27.183 405.000 56.925
to 150 1G 6.041 86.077 0.0
C -1.17 0.0 1 52.855 491.077 0.0 Vel = 0.01
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 11
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
C 527.51 7.98 2F 27.183 180.000 56.925
to 150 2T 105.71 157.054 0.0
D 526.34 0.0019 4G 24.162 337.054 0.629 VeI= 3.38
D 0.0 11.65 8G 64.398 719.000 57.554
to 150 iT 80.498 144.896 0.0
E 526.34 0.0003 0.0 863.896 0.255 Vel = 1.58
E 0.0 11.65 4G 32.199 379.000 57.809
to 150 0.0 32.200 0.866
TEST 526.34 0.0003 0.0 411.200 0.122 Vel = 1.58
0.0
526.34 58.797 KFactor= 68.64
C -527.51 7.98 4G 24.162 387.000 56.925
to 150 1 13.591 37.754 0.0
M -527.51 -0.0019 0.0 424.754 -0.796 Vel = 3.38
M 877.85 7.98 2G 12.081 220.000 56.129
to 150 0.0 12.082 0.0
N 350.34 0.0009 0.0 232.082 0.204 Vel = 2.25
N 298.59 7.98 2F 27.183 281.000 56.333
to 150 4G 24.162 104.199 0.0
Q 648.93 0.0027 iT 52.855 385.199 1.059 VeI= 4.16
Q 0.0 11.65 4G 32.199 438.000 57.392
to 150 iT 80.498 130.139 0.0
R 648.93 0.0004 iF 17.441 568.139 0.247 Vel= 1.95
R 0.0 11.65 4G 32.199 620.000 57.639
to 150 1 17.441 49.641 0.866
TEST 648.93 0.0004 0.0 669.641 0.292 Vel = 1.95
0.0
648.93 58.797 KFactor= 84.63
F -1222.38 7.98 IG 6.041 107.000 55.630
to 150 iT 52.855 72.487 0.0
G -1222.38 -0.0089 1 13.591 179.487 -1.592 Vel = 7.84
G 0.0 7.98 0.0 7.000 54.038
to 150 0.0 0.0 0.0
H -1222.38 -0.0090 0.0 7.000 -0.063 Vel = 7.84
H 2100.23 7.98 0.0 42.000 53.975 Qa = 500
to 150 0.0 0.0 0.0
J 877.85 0.0048 0.0 42.000 0.202 Vel = 5.63
J 0.0 7.98 0.0 93.000 54.177
to 150 0.0 0.0 0.0
K 877.85 0.0048 0.0 93.000 0.447 Vel = 5.63
K 0.0 7.98 0.0 54.000 54.624
to 150 0.0 0.0 0.0
L 877.85 0.0048 0.0 54.000 0.260 Vel = 5.63
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 12
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
L 0.0 7.98 1G 6.041 200.000 54.884
to 150 1 52.855 58.895 0.0
M 877.85 0.0048 0.0 258.895 1.245 Vel = 5.63
0.0
877.85 56.129 K Factor =I17.17
N -298.58 7.98 1 13.591 64.000 56.333
to 150 1G 6.041 72.487 0.0
P -298.58 -0.0007 IT 52.855 136.487 -0.089 Vel = 1.92
P 0.0 7.98 SF 67.957 812.000 56.244
to 150 1 6.041 126.852 0.0
F -298.58 -0.0007 IT 52.855 938.852 -0.614 Vel = 1.92
F 1222.38 7.98 2F 27.183 153.000 55.630
to 150 2G 12.081 92.119 0.0
A 923.8 0.0053 IT 52.855 245.119 1.295 Vel = 5.93
A 1.17 7.98 2G 12.081 125.000 56.925
to 150 IT 52.855 64.937 0.866
TEST 924.97 0.0053 0.0 189.937 1.006 Vel = 5.93
0.0
924.97 58.797 K Factor = 120.63
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ED APPROVED
- - Fire Protection by Computer Design
INDUSTRIAL FIRE SPRINKLER Co.
3845 IMPERIAL AVE.
SAN DIEGO, CA 92113
619-266-6030
Job Name : TOWERS AT BRESSI
Building : BUILDING Q
Location 6156 INNOVATION WAY
System REMOTE AREA2
Contract
Data File : Towers-Q2.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
'INDUSTRIAL FIRE SPRINKLER CO. Page 1
TOWERS AT BRESSI Date 5/2/07
Hydraulic Design Information Sheet
Name - TOWERS AT BRESSI Date - 5/2/07
Location - 6156 INNOVATION WAY
Building - BUILDING Q System No. - REMOTE AREA2
Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. -
Calculated By - M.G. Drawing No. - FP-8
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES
Occupancy - O.H. 2
(X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
NFPA 231 ( ) NFPA 231C Figure Curve
Other
Specific Ruling Made By Date
Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle
Density - .17 (X) Wet Make GLOBE
Area Per Sprinkler - 115 MAX. ( ) Dry Model GL
Elevation at Highest Outlet - 161_10 ( ) Deluge Size 1/2"
Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
Hose Allowance - Outside - 250
Note
Calculation Flow Required - Press Required -
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/31/07 - Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 75 @ Press -
R Residual Press - 74 Elev. - Well
Flow - 1780 Proof Flow
S Elevation - 385.0
U
P Location - GATEWAY RD & INNOVATION WAY
P
L Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
Mult. Row ( ) Open Shelf
Flue Spacing Clearance:Storage to Ceiling
Longitudinal Transverse
Horizontal Barriers Provided:
S
Y
S
T
E
M
D
E
S
I
G
N
SR
TA
O C
R K
A
G
B
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
INDUSTRIAL FIRE SPRINKLER CO. Page 2
TOWERS AT BRESSI Date 5/2/07
City Water Supply Demand:
Cl - Static Pressure : 75 Dl - Elevation : 9.455
02 - Residual Pressure: 74 D2 - System Flow : 695.396
C2 - Residual Flow : 1780 D2 - Srstem Pressure : 57.086
Hose Adj City ___Hose Demand) : 250
D3 - System Demand : 945.396
Safety Margin : 17.604
150
140
130
P 120
R110
E10°
90
80
U 70
R 60
E5° -- D3
40
30 '
20 -/
10
:
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N ' 1.85)
Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
INDUSTRIAL FIRE SPRINKLER CO. Page 3
TOWERS AT BRESSI Date 5/2/07
Fitting Legend
Abbrev. Name % 1 1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40
T 90 Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Presur I Flow Summary - STANDARD
INDUSTRIAL FIRE SPRINKLER CO. Page 4
TOWERS AT BRESSI Date 5/2/07
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
177 14.83 5.6 20.99 na 25.66 0.17 115 7.0
176 15.83 5.6 9.22 na 17.0 0.17 100 7.0
175 15.83 5.6 10.08 na 17.78 0.17 100 7.0
174 15.83 5.6 11.98 na 19.38 0.17 100 7.0
173 15.83 5.6 15.2 na 21.83 0.17 100 7.0
172 16.33 5.6 9.24 na 17.02 0.17 100 7.0
171 16.33 5.6 10.11 na 17.81 0.17 100 7.0
170 16.33 5.6 12.01 na 19.41 0.17 100 7.0
169 16.33 5.6 15.24 na 21.86 0.17 100 7.0
168 16.83 5.6 9.37 na 17.14 0.17 100 7.0
167 16.83 5.6 10.25 na 17.93 0.17 100 7.0
166 16.83 5.6 12.18 na 19.54 0.17 100 7.0
165 16.83 5.6 15.45 na 22.01 0.17 100 7.0
164 15.33 5.6 20.26 na 25.21 0.17 115 7.0
163 14.83 5.6 17.38 na 23.35 0.17 100 7.0
162 14.83 5.6 18.84 na 24.31 0.17 100 7.0
159 14.83 5.6 20.46 na 25.33 0.17 115 7.0
160 14.83 21.57 na
161 14.83 22.13 na
158 15.83 5.6 20.15 na 25.14 0.17 115 7.0
152 15.83 5.6 9.25 na 17.03 0.17 100 7.0
153 15.83 9.49 na
154 15.83 9.75 na
155 15.83 10.66 na
156 15.83 12.65 na
157 15.83 16.04 na
151 16.33 5.6 20.2 na 25.17 0.17 115 7.0
145 16.33 5.6 9.27 na 17.05 0.17 100 7.0
146 16.33 9.52 na
147 16.33 9.77 na
148 16.33 10.69 na
149 16.33 12.69 na
150 16.33 16.08 na
144 16.83 5.6 20.48 na 25.34 0.17 115 7.0
138 16.83 5.6 9.41 na 17.17 0.17 100 7.0
139 16.83 9.65 na
140 16.83 9.91 na
141 16.83 10.84 na
142 16.83 12.86 na
143 16.83 16.3 na
137 15.33 5.6 9.27 na 17.05 0.17 100 7.0
136 15.33 5.6 10.14 na 17.83 0.17 100 7.0
135 15.33 5.6 12.04 na 19.43 0.17 100 7.0
134 15.33 5.6 15.28 na 21.89 0.17 100 7.0
131 15.33 5.6 19.75 na 24.89 0.17 115 7.0
132 15.33 20.82 na
133 15.33 21.36 na
125 14.83 5.6 16.96 na 23.06 0.17 100 7.0
126 14.83 17.89 na
127 14.83 18.33 na
128 14.83 19.87 na
129 14.83 24.2 na
130 13.0 26.6 na
121 15.83 5.6 19.64 na 24.82 0.17 115 7.0
122 15.83 20.71 na
123 15.83 21.24 na
124 15.83 23.24 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FloW Suçnmary - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 5
TOWERS AT BRESSI Date 5/2/07
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
117 16.33 5.6 19.69 na 24.85 0.17 115 7.0
118 16.33 20.76 na
119 16.33 21.3 na
120 16.33 23.3 na
113 16.83 5.6 19.96 na 25.02 0.17 115 7.0
114 16.83 21.04 na
115 16.83 21.59 na
116 16.83 23.62 na
101 15.33 5.6 9.3 na 17.08 0.17 100 7.0
102 15.33 9.55 na
103 15.33 9.8 na
104 15.33 10.72 na
105 15.33 12.72 na
106 15.33 16.13 na
107 15.33 23.37 na
108 13.0 26.64 na
109 13.0 26.8 na
110 13.0 27.18 na
111 13.0 27.83 na
112 24.0 34.81 na
12 24.0 34.88 na
13 24.0 35.05 na
14 24.0 35.21 na
TRQ 24.0 36.57 na
CR 1.5 46.89 na
BRQ 0.5 47.51 na
Qi -4.0 49.56 na
Q2 -4.0 50.17 na
Q3 -4.0 55.06 na
A -4.0 55.99 na
B -4.0 55.99 na
C -4.0 55.99 na
D -4.0 56.13 na
E -4.0 56.19 na
TEST -6.0 57.09 na
M -4.0 55.81 na
N -4.0 55.85 na
Q -4.0 56.1 na
R -4.0 56.15 na
F -4.0 55.69 na
G -4.0 55.33 na
H -4.0 55.32 na 250.0
J -4.0 55.36 na
K -4.0 55.46 na
L -4.0 55.52 na
P -4.0 55.83 na
The maximum velocity is 20.12 and it occurs in the pipe between nodes 143 and 116
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
INDUSTRIAL FIRE SPRINKLER CO. Page 6
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
177 25.66 1.049 IT 5.0 0.500 20.991 K Factor = 5.60
to 120 0.0 5.000 0.0
161 25.66 0.2064 0.0 5.500 1.135 Vel = 9.53
0.0
25.66 22.126 KFactor= 5.46
176 17.00 1.049 1 5.0 0.500 9.216 K Factor= 5.60
to 120 0.0 5.000 0.0
154 17.0 0.0962 0.0 5.500 0.529 Vet = 6.31
0.0
17.00 9.745 KFactor= 5.45
175 17.78 1.049 IT 5.0 0.500 10.084 K Factor = 5.60
to 120 0.0 5.000 0.0
155 17.78 0.1047 0.0 5.500 0.576 Vet = 6.60
0.0
17.78 10.660 K Factor = 5.45
174 19.38 1.049 1 5.0 0.500 11.977 KFactor= 5.60
to 120 0.0 5.000 0.0
156 19.38 0.1227 0.0 5.500 0.675 Vel = 7.19
0.0
19.38 12.652 K Factor= 5.45
173 21.83 1.049 IT 5.0 0.500 15.198 K Factor =5.60
to 120 0.0 5.000 0.0
157 21.83 0.1531 0.0 5.500 0.842 Vel= 8.10
0.0
21.83 16.040 K Factor = 5.45
172 17.02 1.049 1T 5.0 0.500 9.241 K Factor =5.60
to 120 0.0 5.000 0.0
147 17.02 0.0965 0.0 5.500 0.531 Vet = 6.32
0.0
17.02 9.772 KFactor= 5.44
171 17.81 1.049 IT 5.0 0.500 10.112 K Factor = 5.60
to 120 0.0 5.000 0.0
148 17.81 0.1049 0.0 5.500 0.577 Vel = 6.61
0.0
17.81 10.689 K Factor = 5.45
170 19.41 1.049 1 5.0 0.500 12.009 K Factor= 5.60
to 120 0.0 5.000 0.0
149 19.41 0.1231 0.0 5.500 0.677 Vet = 7.21
0.0
19.41 12.686 K Factor = 5.45
169 21.86 1.049 1 5.0 0.500 15.238 K Factor = 5.60
to 120 0.0 5.000 0.0
150 21.86 0.1535 0.0 5.500 0.844 VeI= 8.12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
FinaiCalculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 7
TOWERS AT BRESSI Date 5/2/07
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
21.86 16.082 KFactor= 5.45
168 17.14 1.049 IT 5.0 0.500 9.372 K Factor = 5.60
to 120 0.0 5.000 0.0
140 17.14 0.0978 0.0 5.500 0.538 VeI= 6.36
0.0
17.14 9.910 K Factor = 5.44
167 17.93 1.049 IT 5.0 0.500 10.254 K Factor = 5.60
to 120 0.0 5.000 0.0
141 17.93 0.1064 0.0 5.500 0.585 Vel= 6.66
0.0
17.93 10.839 K Factor = 5.45
166 19.54 1.049 1 5.0 0.500 12.176 K Factor = 5.60
to 120 0.0 5.000 0.0
142 19.54 0.1247 0.0 5.500 0.686 Vel = 7.25
0.0
19.54 12.862 K Factor = 5.45
165 22.01 1.049 IT 5.0 0.500 15.448 K Factor= 5.60
to 120 0.0 5.000 0.0
143 22.01 0.1553 0.0 5.500 0.854 Vel = 8.17
0.0
22.01 16.302 K Factor = 5.45
164 25.21 1.049 1T 5.0 0.500 20.260 K Factor = 5.60
to 120 0.0 5.000 0.0
133 25.21 0.1998 0.0 5.500 1.099 Vel = 9.36
0.0
25.21 21.359 K Factor = 5.45
163 23.35 1.049 IT 5.0 0.500 17.380 K Factor = 5.60
to 120 0.0 5.000 0.0
127 23.35 0.1733 0.0 5.500 0.953 Vel = 8.67
0.0
23.35 18.333 K Factor = 5.45
162 24.31 1.049 IT 5.0 0.500 18.841 K Factor = 5.60
to 120 0.0 5.000 0.0
128 24.31 0.1867 0.0 5.500 1.027 Vel = 9.02
0.0
24.31 19.868 K Factor = 5.45
159 25.33 1.049 IT 5.0 0.500 20.462 K Factor= 5.60
to 120 0.0 5.000 0.0
160 25.33 0.2015 0.0 5.500 1.108 Vel = 9.40
160 0.0 1.38 0.0 10.500 21.570
to 120 0.0 0.0 0.0
161 25.33 0.0530 0.0 10.500 0.556 Vel = 5.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 8
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
161 25.66 1.38 iT 6.0 4.750 22.126
to 120 0.0 6.000 0.0
129 50.99 0.1933 0.0 10.750 2.078 Vel= 10.94
0.0
50.99 24.204 KFactor= 10.36
158 25.14 1.049 iT 5.0 0.500 20.149 K Factor = 5.60
to 120 0.0 5.000 0.0
123 25.14 0.1987 0.0 5.500 1.093 Vel = 9.33
0.0
25.14 21.242 K Factor = 5.45
152 17.03 1.049 1E 2.0 0.500 9.250 K Factor = 5.60
to 120 0.0 2.000 0.0
153 17.03 0.0964 0.0 2.500 0.241 Vel = 6.32
153 0.0 1.38 0.0 10.000 9.491
to 120 0.0 0.0 0.0
154 17.03 0.0254 0.0 10.000 0.254 Vel = 3.65
154 17.00 1.38 0.0 10.000 9.745
to 120 0.0 0.0 0.0
155 34.03 0.0915 0.0 10.000 0.915 Vel = 7.30
155 17.78 1.38 0.0 10.000 10.660
to 120 0.0 0.0 0.0
156 51.81 0.1992 0.0 10.000 1.992 VeI= 11.11
156 19.38 1.38 0.0 9.450 12.652
to 120 0.0 0.0 0.0
157 71.19 0.3585 0.0 9.450 3.388 Vel = 15.27
157 21.84 1.38 1 6.0 6.250 16.040
to 120 0.0 6.000 0.0
124 93.03 0.5879 0.0 12.250 7.202 Vel = 19.96
0.0
93.03 23.242 KFactor= 19.30
151 25.17 1.049 IT 5.0 0.500 20.202 K Factor= 5.60
to 120 0.0 5.000 0.0
119 25.17 0.1991 0.0 5.500 1.095 Vel= 9.34
0.0
25.17 21.297 K Factor = 5.45
145 17.05 1.049 1 2.0 0.500 9.275 K Factor =5.60
to 120 0.0 2.000 0.0
146 17.05 0.0968 0.0 2.500 0.242 Vel = 6.33
146 0.0 1.38 0.0 10.000 9.517
to 120 0.0 0.0 0.0
147 17.05 0.0255 0.0 10.000 0.255 Vel = 3.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final CaJculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 9
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftng's Fe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
147 17.03 1.38 0.0 10.000 9.772
to 120 0.0 0.0 0.0
148 34.08 0.0917 0.0 10.000 0.917 Vet = 7.31
148 17.81 1.38 0.0 10.000 10.689
to 120 0.0 0.0 0.0
149 51.89 0.1997 0.0 10.000 1.997 VeI= 11.13
149 19.40 1.38 0.0 9.450 12.686
to 120 0.0 0.0 0.0
150 71.29 0.3594 0.0 9.450 3.396 Vet = 15.29
150 21.86 1.38 IT 6.0 6.250 16.082
to 120 0.0 6.000 0.0
120 93.15 0.5895 0.0 12.250 7.221 Vel = 19.98
0.0
93.15 23.303 K Factor = 19.30
144 25.34 1.049 1T 5.0 0.500 20.476 K Factor = 5.60
to 120 0.0 5.000 0.0
115 25.34 0.2016 0.0 5.500 1.109 Vet = 9.41
0.0
25.34 21.585 KFactor= 5.45
138 17.17 1.049 1 E 2.0 0.500 9.406 K Factor = 5.60
to 120 0.0 2.000 0.0
139 17.17 0.0980 0.0 2.500 0.245 Vel = 6.37
139 0.0 1.38 0.0 10.000 9.651
to 120 0.0 0.0 0.0
140 17.17 0.0259 0.0 10.000 0.259 Vel = 3.68
140 17.15 1.38 0.0 10.000 9.910
to 120 0.0 0.0 0.0
141 34.32 0.0929 0.0 10.000 0.929 Vet = 7.36
141 17.93 1.38 0.0 10.000 10.839
to 120 0.0 0.0 0.0
142 52.25 0.2023 0.0 10.000 2.023 VeI= 11.21
142 19.54 1.38 0.0 9.450 12.862
to 120 0.0 0.0 0.0
143 71.79 0.3640 0.0 9.450 3.440 Vel = 15.40
143 22.01 1.38 iT 6.0 6.250 16.302
to 120 0.0 6.000 0.0
116 93.8 0.5971 0.0 12.250 7.314 Vet = 20.12
0.0
93.80 23.616 KFactor= 19.30
137 17.05 1.049 IT 5.0 0.500 9.269 K Factor= 5.60
to 120 0.0 5.000 0.0
103 17.05 0.0967 0.0 5.500 0.532 Vet = 6.33
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final CaJculations - Standard
INDUSTRIAL FIRE SPRINKLER Co. Page 10
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Filling Pipe Pt Pt
Ref. UC1 or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
17.05 9.801 KFactor= 5.45
136 17.83 1.049 IT 5.0 0.500 10.142 K Factor= 5.60
to 120 0.0 5.000 0.0
104 17.83 0.1053 0.0 5.500 0.579 Vel = 6.62
0.0
17.83 10.721 K Factor = 5.45
135 19.43 1.049 IT 5.0 0.500 12.045 K Factor = 5.60
to 120 0.0 5.000 0.0
105 19.43 0.1233 0.0 5.500 0.678 Vel = 7.21
0.0
19.43 12.723 KFactor= 5.45
134 21.89 1.049 1T 5.0 0.500 15.283 K Factor = 5.60
to 120 0.0 5.000 0.0
106 21.89 0.1538 0.0 5.500 0.846 VeI= 8.13
0.0
21.89 16.129 K Factor = 5.45
131 24.89 1.049 IT 5.0 0.500 19.748 K Factor= 5.60
to 120 0.0 5.000 0.0
132 24.89 0.1949 0.0 5.500 1.072 Vel = 9.24
132 0.0 1.38 0.0 10.500 20.820
to 120 0.0 0.0 0.0
133 24.89 0.0513 0.0 10.500 0.539 Vel = 5.34
133 25.20 1.38 IT 6.0 4.750 21.359
to 120 0.0 6.000 0.0
107 50.09 0.1871 0.0 10.750 2.011 VeI= 10.74
0.0
50.09 23.370 K Factor = 10.36
125 23.06 1.049 1T 5.0 0.500 16.956 K Factor = 5.60
to 120 0.0 5.000 0.0
126 23.06 0.1695 0.0 5.500 0.932 Vel = 8.56
126 0.0 1.38 0.0 10.000 17.888
to 120 0.0 0.0 0.0
127 23.06 0.0445 0.0 10.000 0.445 Vel = 4.95
127 23.35 1.38 0.0 9.450 18.333
to 120 0.0 0.0 0.0
128 46.41 0.1624 0.0 9.450 1.535 Vel = 9.96
128 24.30 1.38 1 6.0 6.250 19.868
to 120 0.0 6.000 0.0
129 70.71 0.3540 0.0 12.250 4.336 Vel = 15.17
129 50.99 2.067 1 10.0 1.830 24.204
to 120 0.0 10.000 0.793
130 121.7 0.1351 0.0 11.830 1.598 VeI= 11.64
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 11
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. Cu or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
130 0.0 4.26 0.0 10.000 26.595
to 120 0.0 0.0 0.0
108 121.7 0.0040 0.0 10.000 0.040 Vel = 2.74
0.0
121.70 26.635 KFactor= 23.58
121 24.82 1.049 iT 5.0 0.500 19.639 KFactor= 5.60
to 120 0.0 5.000 0.0
122 24.82 0.1940 0.0 5.500 1.067 VeI= 9.21
122 0.0 1.38 0.0 10.500 20.706
to 120 0.0 0.0 0.0
123 24.82 0.0510 0.0 10.500 0.536 Vel= 5.32
123 25.13 1.38 IT 6.0 4.750 21.242
to 120 0.0 6.000 0.0
124 49.95 0.1860 0.0 10.750 2.000 VeI= 10.71
124 93.03 2.067 IT 10.0 2.830 23.242
to 120 0.0 10.000 1.226
109 142.98 0.1821 0.0 12.830 2.336 VeI= 13.67
0.0
142.98 26.804 KFactor= 27.62
117 24.85 1.049 IT 5.0 0.500 19.691 K Factor = 5.60
to 120 0.0 5.000 0.0
118 24.85 0.1944 0.0 5.500 1.069 VeI= 9.22
118 0.0 1.38 0.0 10.500 20.760
to 120 0.0 0.0 0.0
119 24.85 0.0511 0.0 10.500 0.537 Vel = 5.33
119 25.17 1.38 1 6.0 4.750 21.297
to 120 0.0 6.000 0.0
120 50.02 0.1866 0.0 10.750 2.006 Vel= 10.73
120 93.15 2.067 1 10.0 3.330 23.303
to 120 0.0 10.000 1.442
110 143.17 0.1825 0.0 13.330 2.433 VeI= 13.69
0.0
143.17 27.178 KFactor= 27.46
113 25.02 1.049 IT 5.0 0.500 19.958 K Factor = 5.60
to 120 0.0 5.000 0.0
114 25.02 0.1969 0.0 5.500 1.083 Vel = 9.29
114 0.0 1.38 0.0 10.500 21.041
to 120 0.0 0.0 0.0
115 25.02 0.0518 0.0 10.500 0.544 Vel = 5.37
115 25.34 1.38 1 6.0 4.750 21.585
to 120 0.0 6.000 0.0
116 50.36 0.1889 0.0 10.750 2.031 Vel= 10.80
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 12
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Filling Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
116 93.80 2.067 IT 10.0 3.830 23.616
to 120 0.0 10.000 1.659
111 144.16 0.1848 0.0 13.830 2.556 Vel = 13.78
0.0
144.16 27.831 KFactor= 27.33
101 17.08 1.049 1E 2.0 0.500 9.303 K Factor= 5.60
to 120 0.0 2.000 0.0
102 17.08 0.0972 0.0 2.500 0.243 VeI= 6.34
102 0.0 1.38 0.0 10.000 9.546
to 120 0.0 0.0 0.0
103 17.08 0.0255 0.0 10.000 0.255 Vel = 3.66
103 17.05 1.38 0.0 10.000 9.801
to 120 0.0 0.0 0.0
104 34.13 0.0920 0.0 10.000 0.920 Vel = 7.32
104 17.83 1.38 0.0 10.000 10.721
to 120 0.0 0.0 0.0
105 51.96 0.2002 0.0 10.000 2.002 VeI= 11.15
105 19.44 1.38 0.0 9.450 12.723
to 120 0.0 0.0 0.0
106 71.4 0.3604 0.0 9.450 3.406 Vel = 15.32
106 21.89 1.38 iT 6.0 6.250 16.129
to 120 0.0 6.000 0.0
107 93.29 0.5911 0.0 12.250 7.241 Vel = 20.01
107 50.09 2.067 IT 10.0 2.330 23.370
to 120 0.0 10.000 1.009
108 143.38 0.1830 0.0 12.330 2.256 Vel = 13.71
108 121.70 4.26 0.0 10.000 26.635
to 120 0.0 0.0 0.0
109 265.08 0.0169 0.0 10.000 0.169 Vel = 5.97
109 142.98 4.26 0.0 10.000 26.804
to 120 0.0 0.0 0.0
110 408.06 0.0374 0.0 10.000 0.374 VeI= 9.19
110 143.18 4.26 0.0 10.000 27.178
to 120 0.0 0.0 0.0
111 551.24 0.0653 0.0 10.000 0.653 VeI= 12.41
ill 144.16 4.26 4E 52.668 38.040 27.831
to 120 IT 26.334 79.002 -4.764
112 695.4 0.1004 0.0 117.042 11.746 VeI= 15.65
112 0.0 6.357 0.0 4.700 34.813
to 120 0.0 0.0 0.0
12 695.4 0.0143 0.0 4.700 0.067 Vel = 7.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 13
TOWERS AT BRESSI Date 5/2/07
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 0.0 6.357 0.0 11.580 34.880
to 120 0.0 0.0 0.0
13 695.4 0.0143 0.0 11.580 0.166 Vel = 7.03
13 0.0 6.357 0.0 11.580 35.046
to 120 0.0 0.0 0.0
14 695.4 0.0142 0.0 11.580 0.165 Vel = 7.03
14 0.0 6.357 1E 17.603 39.830 35.211
to 120 IT 37.72 55.323 0.0
TRQ 695.4 0.0143 0.0 95.153 1.360 Vel= 7.03
TRQ 0.0 6.357 1Z 17.603 22.500 36.571
to 120 0.0 17.603 9.745
CR 695.4 0.0143 0.0 40.103 0.572 Vet = 7.03
CR 0.0 8.249 2E 42.282 5.000 46.888
to 120 0.0 42.282 0.433
BRQ 695.4 0.0040 0.0 47.282 0.191 Vet = 4.17
BRQ 0.0 8.249 1L 15.269 10.000 47.512
to 120 0.0 15.269 1.949
Q1 695.4 0.0040 0.0 25.269 0.101 Vel = 4.17
Qi 0.0 7.98 1F 13.591 128.000 49.562
to 150 2E 54.365 67.957 0.0
Q2 695.4 0.0031 0.0 195.957 0.612 Vel = 4.46
Q2 0.0 8.27 2E 56.936 16.000 50.174
to 140 1 55.354 112.290 4.500 *Fixed loss .....45
Q3 695.4 0.0030 0.0 128.290 0.383 Vet = 4.15
Q3 0.0 7.98 IG 6.041 24.000 55.057
to 150 iT 52.855 58.895 0.0
H 695.4 0.0031 0.0 82.895 0.259 Vet = 4.46
0.0
695.40 55.316 KFactor= 93.50
A -0.53 7.98 2F 27.183 352.000 55.990
to 150 1G 6.041 33.222 0.0
B -0.53 0.0 0.0 385.222 0.0 Vel = 0
B 0.0 7.98 IE 27.183 405.000 55.990
to 150 1G 6.041 86.077 0.0
C -0.53 0.0 IT 52.855 491.077 0.0 Vet = 0
C 237.46 7.98 2F 27.183 180.000 55.990
to 150 2T 105.71 157.054 0.0
D 236.93 0.0004 4G 24.162 337.054 0.143 Vel= 1.52
D 0.0 11.65 8G 64.398 719.000 56.133
to 150 iT 80.498 144.896 0.0
E 236.93 0.0001 0.0 863.896 0.059 Vet = 0.71
E 0.0 11.65 4G 32.199 379.000 56.192
to 150 0.0 32.200 0.866
TEST 236.93 0.0001 0.0 411.200 0.028 Vet = 0.71
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final CaJcutations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 14
TOWERS AT BRESSI Date 5/2/07
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
236.93 57.086 KFactor= 31.36
C -237.45 7.98 4G 24.162 387.000 55.990
to 150 IF 13.591 37.754 0.0
M -237.45 -0.0004 0.0 424.754 -0.182 Vet = 1.52
M 395.15 7.98 2G 12.081 220.000 55.808
to 150 0.0 12.082 0.0
N 157.7 0.0002 0.0 232.082 0.046 Vel = 1.01
N 134.41 7.98 2F 27.183 281.000 55.854
to 150 4G 24.162 104.199 0.0
Q 292.11 0.0006 IT 52.855 385.199 0.242 VeI= 1.87
Q 0.0 11.65 4G 32.199 438.000 56.096
to 150 1T 80.498 130.139 0.0
R 292.11 0.0001 iF 17.441 568.139 0.057 Vet = 0.88
R 0.0 11.65 4G 32.199 620.000 56.153
to 150 iF 17.441 49.641 0.866
TEST 292.11 0.0001 0.0 669.641 0.067 Vet = 0.88
0.0
292.11 57.086 KFactor= 38.66
F -550.24 7.98 IG 6.041 107.000 55.694
to 150 iT 52.855 72.487 0.0
C -550.24 -0.0020 IF 13.591 179.487 -0.364 Vet = 3.53
G 0.0 7.98 0.0 7.000 55.330
to 150 0.0 0.0 0.0
H -550.24 -0.0020 0.0 7.000 -0.014 Vet = 3.53
H 945.40 7.98 0.0 42.000 55.316 Qa = 250
to 150 0.0 0.0 0.0
J 395.16 0.0011 0.0 42.000 0.046 Vet = 2.53
J 0.0 7.98 0.0 93.000 55.362
to 150 0.0 0.0 0.0
K 395.16 0.0011 0.0 93.000 0.102 VeI= 2.53
K 0.0 7.98 0.0 54.000 55.464
to 150 0.0 0.0 0.0
L 395.16 0.0011 0.0 54.000 0.059 Vet= 2.53
L 0.0 7.98 1G 6.041 200.000 55.523
to 150 iT 52.855 58.895 0.0
M 395.16 0.0011 0.0 258.895 0.285 Vet = 2.53
0.0
395.16 55.808 KFactor= 52.90
N -134.40 7.98 1 13.591 64.000 55.854
to 150 iG 6.041 72.487 0.0
P -134.4 -0.0001 IT 52.855 136.487 -0.020 Vet = 0.86
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 15
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
P 0.0 7.98 SF 67.957 812.000 55.834
to 150 1G 6.041 126.852 0.0
F -134.4 -0.0001 iT 52.855 938.852 -0.140 Vel = 0.86
F 550.24 7.98 2F 27.183 153.000 55.694
to 150 2G 12.081 92.119 0.0
A 415.84 0.0012 iT 52.855 245.119 0.296 VeI= 2.67
A 0.52 7.98 2G 12.081 125.000 55.990
to 150 iT 52.855 64.937 0.866
TEST 416.36 0.0012 0.0 189.937 0.230 Vel = 2.67
0.0
416.36 57.086 KFactor= 55.11
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Lk. APPROVED rMITTED
- - - Fire Protection by Computer Design
INDUSTRIAL FIRE SPRINKLER CO.
3845 IMPERIAL AVE.
SAN DIEGO, CA 92113
619-266-6030
Job Name : TOWERS AT BRESSI
Building : BUILDING Q
Location 6156 INNOVATION WAY
System : REMOTE AREA3
Contract
Data File : Towers-Q3.wxl
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
INDUSTRIAL FIRE SPRINKLER CO Page 1
TOWERS AT BRESSI Date 5/2/07
Hydraulic Design Information Sheet
Name - TOWERS AT BRESSI Date - 5/2/07
Location - 6156 INNOVATION WAY
Building - BUILDING Q System No. - REMOTE AREA3
Contractor - INDUSTRIAL FIRE SPRINKELR CO. Contract No. -
Calculated By - M.G. Drawing No. - FP-8
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 9-2"
Occupancy - LIGHT
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 930 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make GLOBE
D Area Per Sprinkler - 201 x201 ( ) Dry Model GL8109
E Elevation at Highest Outlet - 91_2 ( ) Deluge Size 3/4"
S Hose Allowance - Inside - ( ) Preaction K-Factor 8.1
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - Press Required -
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/31/07 Cap. -
T Time of Test - Rated Cap.- Elev.-
H Static Press - 75 8 Press -
R Residual Press - 74 Elev. - Well
Flow - 1780 Proof Flow
S Elevation - 385.0
U
P Location - GATEWAY RD & INNOVATION WAY
P
L Source of Information - PERFORMED BY I.F.S., WITNESSED BY CARLSBAD WATER DIST
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
SR Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
TA Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
H Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
INDUSTRIAL FIRE SPRINKLER CO. Page 2
TOWERS AT BRESSI Date 5/2/07
City Water Supply: Demand:
Cl - Static Pressure : 75 Dl - Elevation : 6.570
C2 - Residual Pressure: 74 D2 - System Flow : 203.403
stem Pressure : 64.755 C2 - Residual Flow : 1780 D2 -
S~Demand
Hose Adj City)
Hose )
D3 - System Demand : 303.403
Safety Margin : 10.207
150
140
130
p 12
R°
E10°
S 90
s80 _
c2
ii70 —D -o
D60 I -
E5°
40
30
20
. .1 I ....... I
10
I I I _____________________________
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N "1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
INDUSTRIAL FIRE SPRINKLER CO. Page 3
TOWERS AT BRESSI Date 5/2/07
Fitting Legend -
Abbrev. Name % 3% 1 114 11/2 2 21,4 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40
T 90 Flowlhru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
INDUSTRIAL FIRE SPRINKLER CO. Page 4
TOWERS AT BRESSI Date 5/2/07
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
0002 9.17 8.1 27.74 na 42.66 0.1 400 24.4
D003 9.17 8.1 24.4 na 40.01 0.1 400 24.4
D004 9.17 8.1 23.01 na 38.85 0.1 330 16.6
D005 9.17 8.1 27.21 na 42.25 0.1 330 16.6
D006 9.17 8.1 23.92 na 39.62 0.1 330 16.6
215 9.67 24.86 na
216 10.0 26.94 na
213 9.67 25.36 na
214 10.0 27.48 na
211 9.67 28.85 na
206 9.67 23.9 na
207 10.0 27.24 na
208 10.0 28.82 na
209 10.0 29.02 na
201 9.67 28.29 na
202 10.0 30.66 na
203 10.0 32.84 na
204 10.0 38.84 na
205 10.0 39.91 na
225 10.0 43.76 na
226 30.0 42.57 na
112 30.0 42.65 na
12 30.0 42.66 na
13 30.0 42.68 na
14 30.0 42.7 na
TRQ 24.0 45.43 na
CR 1.5 55.24 na
BRQ 0.5 55.69 na
Qi -4.0 57.65 na
Q2 -4.0 57.71 na
Q3 -4.0 63.75 na
A -4.0 63.86 na
B -4.0 63.86 na
C -4.0 63.86 na
D -4.0 63.88 na
E -4.0 63.89 na
TEST -6.0 64.75 na
M -4.0 63.84 na
N -4.0 63.84 na
Q -4.0 63.87 na
R -4.0 63.88 na
F -4.0 63.82 na
G -4.0 63.78 na
H -4.0 63.78 na 100.0
J -4.0 63.78 na
K -4.0 63.8 na
L -4.0 63.8 na
P -4.0 63.84 na
The maximum velocity is 18.67 and it occurs in the pipe between nodes 209 and 205
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
INDUSTRIAL FIRE SPRINKLER CO. Page 5
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Fe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D002 42.66 1.049 1E 2.0 0.500 27.744 K Factor= 8.10
to 120 0.0 2.000 -0.217
211 42.66 0.5284 0.0 2.500 1.321 VeI= 15.84
0.0
42.66 28.848 KFactor= 7.94
D003 40.01 1.049 IE 2.0 0.500 24.400 K Factor = 8.10
to 120 0.0 2.000 -0.217
213 40.01 0.4696 0.0 2.500 1.174 Vel= 14.85
0.0
40.01 25.357 K Factor= 7.95
D004 38.85 1.049 1E 2.0 0.500 23.010 K Factor= 8.10
to 120 0.0 2.000 -0.217
206 38.85 0.4448 0.0 2.500 1.112 VeI= 14.42
0.0
38.85 23.905 K Factor = 7.95
D005 42.25 1.049 1E 2.0 0.500 27.213 K Factor =8.10
to 120 0.0 2.000 -0.217
201 42.25 0.5192 0.0 2.500 1.298 Vel = 15.68
0.0
42.25 28.294 K Factor= 7.94
D006 39.62 1.049 1 2.0 0.500 23.924 K Factor= 8.10
to 120 0.0 2.000 -0.217
215 39.62 0.4608 0.0 2.500 1.152 VeI= 14.71
0.0
39.62 24.859 K Factor= 7.95
215 39.62 1.049 2E 4.0 0.830 24.859
to 120 0.0 4.000 -0.143
216 39.62 0.4611 0.0 4.830 2.227 Vel = 14.71
216 0.0 1.38 0.0 15.500 26.943
to 120 0.0 0.0 0.0
208 39.62 0.1212 0.0 15.500 1.878 Vel= 8.50
0.0
39.62 28.821 K Factor = 7.38
213 40.01 1.049 2E 4.0 0.830 25.357
to 120 0.0 4.000 -0.143
214 40.01 0.4694 0.0 4.830 2.267 Vel= 14.85
214 0.0 1.38 iT 6.0 6.500 27.481
to 120 0.0 6.000 0.0
209 40.01 0.1234 0.0 12.500 1.543 VeI= 8.58
0.0
40.01 29.024 K Factor = 7.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 6
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
211 42.66 1.049 1E 2.0 0.830 28.848
to 120 IT 5.0 7.000 -0.143
203 42.66 0.5286 0.0 7.830 4.139 Vel= 15.84
0.0
42.66 32.844 K Factor = 7.44
206 38.85 1.049 1E 2.0 0.830 23.905
to 120 IT 5.0 7.000 -0.143
207 38.85 0.4446 0.0 7.830 3.481 Vel = 14.42
207 0.0 1.38 IT 6.0 7.500 27.243
to 120 0.0 6.000 0.0
208 38.85 0.1169 0.0 13.500 1.578 VeI= 8.33
208 39.62 1.61 0.0 1.000 28.821
to 120 0.0 0.0 0.0
209 78.47 0.2030 0.0 1.000 0.203 Vel = 12.37
209 40.01 1.61 iT 8.0 17.080 29.024
to 120 0.0 8.000 0.0
205 118.48 0.4342 0.0 25.080 10.890 Vel = 18.67
0.0
118.48 39.914 KFactor= 18.75
201 42.25 1.049 2E 4.0 0.830 28.294
to 120 0.0 4.000 -0.143
202 42.25 0.5193 0.0 4.830 2.508 Vel = 15.68
202 0.0 1.38 0.0 16.000 30.659
to 120 0.0 0.0 0.0
203 42.25 0.1366 0.0 16.000 2.185 VeI= 9.06
203 42.67 1.61 iT 8.0 17.580 32.844
to 120 0.0 8.000 0.0
204 84.92 0.2345 0.0 25.580 5.998 Vel = 13.38
204 0.0 2.157 0.0 19.000 38.842
to 120 0.0 0.0 0.0
205 84.92 0.0564 0.0 19.000 1.072 Vel = 7.46
205 118.48 2.157 1 6.153 7.410 39.914
to 120 0.0 6.153 0.0
225 203.4 0.2839 0.0 13.563 3.851 Vel = 17.86
225 0.0 2.157 IT 12.307 14.000 43.765
to 120 0.0 12.307 -8.662
226 203.4 0.2840 0.0 26.307 7.470 Vel = 17.86
226 0.0 4.26 0.0 7.830 42.573
to 120 0.0 0.0 0.0
112 203.4 0.0103 0.0 7.830 0.081 Vel = 4.58
112 0.0 6.357 0.0 4.700 42.654
to 120 0.0 0.0 0.0
12 203.4 0.0015 0.0 4.700 0.007 Vel = 2.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 7
TOWERS AT BRESSI Date 5/2/07
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 0.0 6.357 0.0 11.580 42.661
to 120 0.0 0.0 0.0
13 203.4 0.0015 0.0 11.580 0.017 Vet = 2.06
13 0.0 6.357 0.0 11.580 42.678
to 120 0.0 0.0 0.0
14 203.4 0.0015 0.0 11.580 0.017 Vel = 2.06
14 0.0 6.357 1E 17.603 39.830 42.695
to 120 1 37.72 55.323 2.599
TRQ 203.4 0.0015 0.0 95.153 0.140 Vet = 2.06
TRQ 0.0 6.357 1Z 17.603 22.500 45.434
to 120 0.0 17.603 9.745
CR 203.4 0.0014 0.0 40.103 0.058 Vet = 2.06
CR 0.0 8.249 2E 42.282 5.000 55.237
to 120 0.0 42.282 0.433
BRQ 203.4 0.0004 0.0 47.282 0.020. Vel = 1.22
BRQ 0.0 8.249 1L 15.269 10.000 55.690
to 120 0.0 15.269 1.949
QI 203.4 0.0004 0.0 25.269 0.010 Vet = 1.22
QI 0.0 7.98 1 13.591 128.000 57.649
to 150 2E 54.365 67.957 0.0
Q2 203.4 0.0003 0.0 195.957 0.063 Vet = 1.30
Q2 0.0 8.27 2E 56.936 16.000 57.712
to 140 IT 55.354 112.290 6.000 * Fixed loss = 6
Q3 203.4 0.0003 0.0 128.290 0.040 Vel = 1.21
Q3 0.0 7.98 1G 6.041 24.000 63.752
to 150 iT 52.855 58.895 0.0
H 203.4 0.0003 0.0 82.895 0.026 Vet = 1.30
0.0
203.40 63.778 K Factor= 25.47
A -0.17 7.98 2F 27.183 352.000 63.861
to 150 1G 6.041 33.222 0.0
B -0.17 0.0 0.0 385.222 0.0 Vet = 0
B 0.0 7.98 IE 27.183 405.000 63.861
to 150 1G 6.041 86.077 0.0
C -0.17 0.0 iT 52.855 491.077 0.0 Vel = 0
C 76.21 7.98 2F 27.183 180.000 63.861
to 150 2T 105.71 157.054 0.0
D 76.04 0.0001 4G 24.162 337.054 0.017 Vet = 0.49
D 0.0 11.65 8G 64.398 719.000 63.878
to 150 IT 80.498 144.896 0.0
E 76.04 0.0 0.0 863.896 0.007 Vet = 0.23
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 8
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
E 0.0 11.65 4G 32.199 379.000 63.885
to 150 0.0 32.200 0.866
TEST 76.04 0.0 0.0 411.200 0.004 Vel = 0.23
0.0
76.04 64.755 K Factor= 9.45
C -76.20 7.98 4G 24.162 387.000 63.861
to 150 IF 13.591 37.754 0.0
M -76.2 -0.0001 0.0 424.754 -0.023 Vel = 0.49
M 126.81 7.98 2G 12.081 220.000 63.838
to 150 0.0 12.082 0.0
N 50.61 0.0 0.0 232.082 0.006 Vel = 0.32
N 43.14 7.98 2F 27.183 281.000 63.844
to 150 4G 24.162 104.199 0.0
Q 93.75 0.0001 iT 52.855 385.199 0.030 Vel = 0.60
Q 0.0 11.65 4G 32.199 438.000 63.874
to 150 iT 80.498 130.139 0.0
R 93.75 0.0 1 17.441 568.139 0.006 Vel = 0.28
R 0.0 11.65 4G 32.199 620.000 63.880
to 150 1 17.441 49.641 0.866
TEST 93.75 0.0 0.0 669.641 0.009 Vel = 0.28
0.0
93.75 64.755 K Factor= 11.65
F -176.59 7.98 1G 6.041 107.000 63.824
to 150 iT 52.855 72.487 0.0
G -176.59 -0.0002 iF 13.591 179.487 -0.044 Vel = 1.13
G 0.0 7.98 0.0 7.000 63.780
to 150 0.0 0.0 0.0
H -176.59 -0.0003 0.0 7.000 -0.002 Vel = 1.13
H 303.41 7.98 0.0 42.000 63.778 Qa= 100
to 150 0.0 0.0 0.0
J 126.82 0.0001 0.0 42.000 0.006 Vel = 0.81
J 0.0 7.98 0.0 93.000 63.784
to 150 0.0 0.0 0.0
K 126.82 0.0001 0.0 93.000 0.012 Vel = 0.81
K 0.0 7.98 0.0 54.000 63.796
to 150 0.0 0.0 0.0
L 126.82 0.0001 0.0 54.000 0.008 Vel = 0.81
L 0.0 7.98 iG 6.041 200.000 63.804
to 150 iT 52.855 58.895 0.0
M 126.82 0.0001 0.0 258.895 0.034 Vel = 0.81
0.0
126.82 63.838 K Factor = 15.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INDUSTRIAL FIRE SPRINKLER CO. Page 9
TOWERS AT BRESSI Date 5/2/07
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
N -43.13 7.98 iF 13.591 64.000 63.844
to 150 IG 6.041 72.487 0.0
P -43.13 0.0 iT 52.855 136.487 -0.002 Vel = 0.28
P 0.0 7.98 5F 67.957 812.000 63.842
to 150 1G 6.041 126.852 0.0
F -43.13 0.0 IT 52.855 938.852 -0.018 Vel = 0.28
F 176.58 7.98 2F 27.183 153.000 63.824
to 150 2G 12.081 92.119 0.0
A 133.45 0.0002 iT 52.855 245.119 0.037 Vel = 0.86
A 0.17 7.98 2G 12.081 125.000 63.861
to 150 iT 52.855 64.937 0.866
TEST 133.62 0.0001 0.0 189.937 0.028 Vel = 0.86
0.0
133.62 64.755 KFactor= 16.60
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Low Pressures for High Hazards
0.70" Orifice, 14.0 K, 7psi (0,5 bar)
Minimum End - Head Pressure
(SIN R4613)
Features
The Reliable Model G VELO pendent sprinkler
offers opportunity for:
1 Pipe size reduction.
Fewer sprinklers.
Elimination of booster pumps.
The best choice for densies of 0.38 gprrVft.2
(15 L./minIm2) or larger.
Simplifies future ESFR conversions.
Also includes additional Specific Application listing:
(See detailed "UL Specification Application listing"
described on the back page.)
US Patents: 5.890.657 and 5.915.479
Listing & Approvals
Listed by Underwriters Laboratories, Inc. and
Certified by UL for Canada (cULus).
Approved by Factory Mutual (FM)
NYC MEA 258-93-E
UL Guide Number
VNIV
UL Listing Category
Sprinklers, Automatic & Open
Specific Application Sprinklers
Technical Data
Sprinkler
Type
Nominal
K Factor Sprinkler
Height
Sprinkler Identification
Number (SIN) Metric US I
Pendent
0.70 orifice 14.0 200.0 3.10 R4613 with 3/4 NPT (79mm)
(R34)
Note: This product has been tested and listed for storage
applications to qualify its use in lieu of 5.6K or 8.0K Factor
sprinklers for the protection of high-piled storage
Product Description
The Reliable Model G VELO sprinkler is a Very Extra
Large Orifice pendent sprinkler that has been designed to
control high challenge fires in both palletized and rack
storage occupancies utilizing lower water pressures. The
Bulletin 146 Rev.0
co C
Model G VELO Pendent
Very Extra Large Orifice Sprinkler
C)
k-'
Model C VELO pendent utilizes a center strut solder in
compression fusible element.
It has been proven in UL and FM full-scale fire testing and
complies with all applicable mechanical and hydraulic
requirements of the latest sprinkler standards.
This product is intended for use as a standard spray
sprinkler in hydraulically designed systems with a minimum
pressure of 7 psi (0,5 bar) in accordance with the
area/density curves of NFPA 13* and for all area/density
methods of design as referenced by Factory Mutual Loss•
Prevention Data Sheets.
Design Criteria
The following criteria apply when designing an automatic
sprinkler system utilizing the Model G VELO sprinkler for
NFPA 13* applications.
Sprinkler spacing shall be a minimum of 6 ft. (1.8m).
Minimum design pressure 7 psi (0,5 bar).
Factory Mutual (FM) Approval for Model C VELO sprinkler
allows installation into drops or branch line fittings.
Factory Mutual (FM) Loss Prevention Data Sheets
contain requirements which differ from NFPA. The
Model C VELO is Approved by Factory Mutual for all
area/density methods of design as referenced by FM
Loss Prevention Data Sheets.
Note: The Model C VELO sprinkler is not a Large Drop"
or "ESFR" sprinkler.
Temperature Ratings
Sprinkler Rating ______________ Maximum Ceiling
Temperature Frame Classification Color OF I °C
Ordinary 165 74 100 38 Uncolored
Intermediate 212 I 100 150 66 White
High 286 141 225 107 1 Blue
* For sprinkler standards prior to 1999 edition of NFPA 13
use NFPAstandards 231, 231C, 231D & 231F.
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552
"Finishes
Standard Finishes* Approvals
Natural Bronze"'
Bright Chrome
Satin Chrome
Approved for all
Temperature Ratings Special Application Finishes*
Lead
Wax
Wax/Lead
*cULus listed oni
t1CULUS listed and FM approved
The UL Specific Application Listing is:
The Model G VELO pendent sprinkler is intended for use in
accordance with NFPA 13*. Standards when installed in
accordance with the standard sprinkler positioning and
area/density flow calculation requirements as specified in
the respective standards. The Model G VELO Pendent
sprinkler may be installed to protect single, double and
multiple row and portable rack storage of Class l-IV group A
and B plastics, cartoned, expanded or unexpended, as well
as exposed unexpanded with a maximum storage height of
20 ft. (6.5m), maximum ceiling height of 25 ft. (8.2m) or 27' ft
(8.8m) maximum ceiling height, 36 (914mm) minimum
deflector to top of storage clearance, design density of 0.60
gpm/ ff. (24 Llmin /m2) and design area of 2000 ft2. (186m2)
for wet systems and 2600 ff. (242m2) for dry systems.
Note: Maximum 27ft ceilling height is allowed by NFPA
13*, without in-rack sprinklers in a protected area, provided
the ceiling sprinklers' discharge is increased to 0.6 gpmlft2
in a 2000 ft2 design area.
Note: Factory Mutual (FM) Standards also allow the same
2000 ft.' (186m) remote design area when VELO sprinklers
are used in this situation.
Installation
Reliable's Model G VELO Pendent sprinkler must be
installed according to the NFPA Standards or the
appropriate Factory Mutual Loss Prevention Data Sheet
and the Authority Having Jurisdiction.
Installation Approvals Distance from Deflector
to Top of Commodity
Underwriters Laboratories, Inc.
(cULus) 36
Factory Mutual Research (FM)
Maintenance
Model G VELO Sprinkler 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. Prior to installation, sprinklers should
be maintained in the original cartons and packaging until
used to minimize the potential for damage to sprinklers that
would cause improper operation or non-operation. Remove
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.
Model H
Sprinkler Wrench
Use only the Model H
sprinkler wrench for
sprinkler removal and
installation. Any other
type of wrench may
damage the sprinkler.
00 VN
3.10[78.74]
1.53" [38.90
MODEL G VELO PENDENT
* For sprinkler standards prior to 1999 edition of NFPA 13
use NFPA standards 231, 2310, 231D & 231F.
The equipment presented in this bulletin is to be installed in accordance with the latest published standards of the National Fire Protection Association, Factory Mutual Research
Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable,
Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and
reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
The Reliable Automatic Sprinkler Co.,lnc.
(800)431-1588 Sales Offices
(800) 848-6051 Recycled Paper Sales Fax
(914) 668-3470 Corporate Offices Revision lines indicate updated or new data.
httpifw.relieblesprin)'ercon Internet Address ES. Pnted in U.S.A. 6/02. P/N 9999970138
PENDENT
QUICK RESPONSE
EXTENDED COVERAGE
PENDENT
QUICK RESPONSE
RECESSED
EXTENDED COVERAGE
4 QUICK RESPONSE
EXTENDED COVERAGE
LIGHT HAZARD
A UTOMA TIC SPRINKLERS
MODEL GL8109
PENDENT
DESCRIFTIONAND OPERATION
The Globe Quick Response Model GL8109 Extended
Coverage Pendent Sprinkler for Light Hazard occupancies is a
low profile yet durable design which utilizes a 3mm frangible
glass ampule as the thermosensitive element. This provides
sprinkler operation approximately six times faster than ordi-
nary sprinklers. While this Quick Response Sprinkler provides
an aesthetically pleasing appearance, it can be installed wher-
ever standard light hazard extended coverage pendent sprin-
klers are specified; but offers the additional feature of greatly
increased safety to life. Quick Response Sprinklers should be
used advisedly and under the direction of approving authorities
having jurisdiction, in accordance with their listings and in
accordance with NFPA 13.
The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that
contains a precisely measured amount of fluid. When heat is
absorbed, the liquid within the bulb expands increasing the
internal pressure. At the prescribed temperature the internal
pressure within the ampule exceeds the strength of the glass
causing the glass to shatter. This results in water discharge
which is distributed in an approved pattern.
TECHNICAL DATA
0 See reverse side for Approvals and Specifications.
*TemperatureRating - 135°F (57°C), 155°F (680C), 175°F (79°C)
and 200°F (930C).
oWater Working Pressure Rating - 175 psi (12 Bars).
tested hydrostatically to 500 psi (34 Bars).
a Maximum low temperature glass bulb rating is -67°F (-55°C).
Frame - bronze a Deflector - brass o Screw - brass
*Bulb seat - copper a Spring - nickel alloy a Seal - teflon
oBulb - glass with alcohol based solution, 3mm size.
Escutcheon Assembly - steel
° SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION I AVAILABLE I BULB N.F.P.A. MAXIMUM
SPRINKLER TEMPERATURES COLOR CEILING TEMPERATURE
ORDINARY I35°F11550 F 57°C168°C ORANGE/RED 100°F 38°C
INTERMEDIATE 175°F/200°F 7900930C YELLOW/GREEN 150°F 66°C
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231
OCTOBER 2003 A-41 BULLETIN GL8109, REV. #4
QUICK RESPONSE
EXTENDED COVERAGE
LIGHT HAZARD A UTOMA TIC SPRINKLERS
MODEL GL8109
PENDENT
SPECIFICA 170 7%/S
NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES
Factory Bronze
*Satin Chrome
8.1 (116 metric) 3/4" NPT 3" (7.6 cm) Bright Chrome
White Polyester+
Black Polyester+
*Lead Coated
NOTE: METRIC CONVERSIONS ARE APPROXIMATE *FINISHES AVAILABLEON SPECIALORDER.
+AVAILABLE AS cULus LISTED CORROSION RESISTANT
APPROVALS
WHEN SPECIFIED ON ORDER.
SIN I K 135°F 155°F 175°F I 200°F STYLE I I MODEL I I FACTOR I I 57°C I I 68°C I 79°C I 93°C cULus I
PENDENT GL8109 8.1 X X X X X
U.L. LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY
PENDENT
STYLE
135°F
57°C
155°F
68°C
AREA OF
COVERAGE
MIN. PRESSURE
P.S.I. FLOW IN G.P.M.
Standard & Recessed X X 16'x 16' 10.3 26
Recessed X
I8'x 18' 16.6 33
Standard X X
Standard & Recessed X --- 20'x 20' 24.4 40
NOTE: DUE TO THE HIGH SPRAY PATTERN CREATED BY THIS SPRINKLER, THERE MUST BE A MINIMUM SPACING OF 8.0'
BETWEEN SPRINKLERS TO ELIMINATE THE RISK OF COLD SOLDERING.
2 15/16 DIA.-
p— 2" DIA. MIN. HOLE IN CEILING
1 29/32' DIA.
REDUCER
RETAINER --•
'H
CUP
I
1/8' MIN
7/8" MAX.
1" MIN. 1/8,11
1 3/4" MAX.
CROSS SECTION
L OB E WV FIRE SPRINKLER
CORPORATION
ORDERING INFORMATION
SPECIFY
Quantity * Model Number .Style
Orifice • Temperature • Finishes desired
Quantity - Wrenches - P/N 312366
Quantity - Recessed Wrenches - P/N 325401, Rev. D
Quantity - Protective Caps - P/N 327109-CAP (Friction
Fit Recessed)
GLOBE® PRODUCT WARRANTY
Globe agrees to repair or replace any of its own
manufactured products found to be defective in material or
workmanship fora period of one year from date of shipment.
For specific details of our warranty please refer to Price
List Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
989-846-4583 FAX 989-846-9231
1-800-248-0278 www.globesprinkler.com
OCTOBER 2003 PRINTED U.S.A. BULLETIN GL8109, REV. #4
QUICK RESPONSE
RECESSED PENDENT
QUICK RESPONSE
RECESSED
HORIZONTAL SIDEWALL
QUICK RESPONSE
A UTOMA TIC SPRINKLERS
GL SERIES
RECESSED PENDENT
RECESSED HORIZONTAL SIDE WALL
DESCRIPTION AND OPERATION
The Globe Quick Response GL Series Sprinkler is a low profile
yet durable design which utilizes a 3mm frangible glass ampule as
the thermosensitive element. This provides sprinkler operation
approximately six times faster than ordinary sprinklers. While the
Quick Response Sprinkler provides an aesthetically pleasing ap-
pearance, it can be installed wherever standard spray sprinklers
are specified but offers the additional feature of greatly increased
safety to life. Quick Response Sprinklers should be used advisedly
and under the direction of approving authorities having jurisdiction.
The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that
contains a precisely measured amount of fluid. When heat is
absorbed, the liquid within the bulb expands increasing the internal
pressure. At the prescribed temperature the internal pressure
within the ampule exceeds the strength of the glass causing the
glass to shatter. This results in water discharge which is distributed
in an approved pattern depending upon the deflector style used.
The sprinkler and escutcheon are not factory assembled.
Assembly is done in the field.
TECHNICAL DATA
See reverse side for Approvals and Specifications.
oTemperature Ratings - 135°F (57C), 155°F (68°C), 175°F
(79°C), 200°F (93°C), 286°F (141°C).
Water Working Pressure Rating -175 psi (12 Bars).
Factory tested hydrostatically to 500 psi (34 Bars).
Maximum low temperature glass bulb rating is -67°F (-55°C).
Frame - bronze o Deflector - brass o Screw - brass
*Bulb seat - copper o Spring - nickel alloy o Seal - teflon
Bulb - glass with alcohol based solution, 3mm size.
Escutcheon Assembly - steel
° SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM
TEMPERATURES COLOR CEILING TEMPERATURE
ORDINARY 135'F/1 55-F 570C/680C I ORANGE/RED 100°F 38°C
INTERMEDIATE 1750F/200°F 790C/930C YELLOW/GREEN 150°F 66°C
HIGH 286°F 141°C BLUE 225°F 107°C
4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 9 FA)(989-846-9231
DECEMBER 2006 A-24 BULLETIN GL2801, REV. #5
QUICK RESPONSE
A UTOMA TIC SPRINKLERS
GL SERIES
RECESSED PENDENT
RECESSED HORIZONTAL SIDEWALL
SPECIFICATIONS
NOMINAL "K FACTOR THREAD SIZE LENGTH ' FINISHES
2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze
4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Satin Chrome 2
Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester
7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester
8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Lead Coated 2
NOTE: METRIC CON VERSIONSARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 29/16'.
2FINISHESAVAILEON SPECIALORDER.
3C-ULLISTED CORROSION RESISTANT-
POLYESTER MUST BE SPECIFIED ON ORDER.
APPROVALS
STYLE SIN
MODEL
K
FACTOR
135°F
57°C
155°F
68°C
175°F
79°C
200°F
93°C
°°286°F
141°C cULus FM LPC CE NYC - DOB
MEAIOI-92-E
GL2801 2.8 X X X X X X - - - X
GL4201 4.2 X X X X X X - - - X
PENDENT GL5601 5.6 X X X X X X X X X X RECESSED
GL8101 7.8° X X X X X X X - - X
GL8106 8.1 X X X X X X X X X X
GL2826 2.8 X X X X X X - - - X
HORIZONTAL GL4226 4.2 X X X X X X - - X SIDEWALL
RECESSED § GL5626 5.6 X X X X X X - - X
GL8127 1 8.1 X X X X X X - -- - -
I" MID I 3/4' WOE
9*
hORIlONTALSIDEWALLcULus LISTED FOR DEFLECTOR4"TO 12 BELOWTHE CEILING.
t5.6KORIFICE 7.8KORIFICEAND8.1 KORIFICE LISTED FORALLHAZARDS.
"7.8KX1/2"NPT.
°286°F cULus LISTED ONLY.
tt1/2RECESSEDESCUTCHEONSARE REOUIREDFORFMAPPROVEDSPRINKLERS.
ORDERING INFORMATION
SPECIFY
Quantity • Model Number . Style
° Orifice • Thread Sizes • Temperature
Finishes desired
Quantity - Recessed Wrenches - P/N 325391 (1/2");
P/N 325401, Rev. F (L.O.)
Quantity - Protective Caps - P/N 327109-CAP
CUP \ j (Friction Fit Recessed)
CROSS SECTIONS
2 15/16" DIR,
J
I
2' DIR. *91.
29/32 DLR. 1" 9 1/2"
REDUCER RZIM*ER
CUP
GLOBE® PROD UCT WARRANTY
Globe agrees to repair or replace any of its own
I manufactured products found to be defective in material
or workmanship for a period of one year from date of
3/" shipment.
For specific details of our warranty please refer to
Price List Terms and Conditions of Sale (Our Price List).
4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658
989-846-4583 FAX989-846-9231
1-800-248-0278 www.gIobesprinkler.com
PENDENT
1 91/I6"2-DIR.*RE I 29/32 I
dLLOBE HORIZONTAL
FIRE SPRINKLER SIDEWALL
CORPORATION
DECEMBER 2006 PRINTEDU.S.A. BULLETIN GI-2801, REV. #5
A UTOMA TIC SPRINKLERS LOBE GL SERIES
FIRE SPRINKLER FRIGHT • PENDENT
CORPORATION VERTICAL SIDEWALL 1
HORIZONTAL SIDE WALL
CONVENTIONAL (OLD STYLE)
DESCRIPTION AND OPERATION
The Globe GL Series Sprinkler is a low profile yet durable
design which utilizes a frangible glass ampule as the thermo-
sensitive element. While the sprinkler provides an aestheti-
cally pleasing appearance, it can be installed wherever stan-
dard spray sprinklers are specified. This sprinkler series is
available in various styles, orifices, temperature ratings and -
finishes to meet varying design requirements. UPRIGHT CONVENTIONAL The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that
contains a precisely measured amount of fluid. When heat is
absorbed, the liquid within the bulb expands increasing the
internal pressure. pressure. At the prescribed temperature the internal
pressure within the ampule exceeds the strength of the glass
causing the glass to shatter. This results in water discharge
which is distributed in an approved pattern depending upon the
deflector style used. \ / The sprinkler and escutcheon are not factory assembled.
Assembly is done in the field.
PENDENT VERTICAL L&
TECHNICAL DATA SIDEWALL
See reverse side for Approvals and Specifications.
Temperature Ratings - 135°F (570C), 155°F (680C), 175°F
(79°C), 200°F (93°C), 286°F (1410C), 360°F (182°C).
500°F (260°C) Available Upon Request Without Approvals.
Water Working Pressure Rating - 175 psi (12 Bars).
Factory tested hydrostatically to 500 psi (34 Bars).
Maximum low temperature glass bulb rating is -67°F (-55°C).
Frame - bronze • Deflector - brass e Screw - brass HORIZONTAL SIDEWALL
Bulb seat - copper o Spring - nickel alloy o Seal - teflon
Bulb - glass with glycerin solution, 5mm size.
SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION ATI N AVAILABLE B BULB COLOR N.F.P.A. MAXIMUM CEILING
SPRINKLER TEMPERATURES TEMPERATURE
ORDINARY 135°F/1 55°F 57°C/68°C ORANGE/RED 100°F 38°C
INTERMEDIATE 175°F/200°F 79°C/93°C 'YELLOW/GREEN 150°F 66°C
HIGH 286°F 141°C BLUE 225°F 107°C
EXTRA HIGH 360°F 182°C MAUVE 300°F 149°C
ULTRA HIGH 500°F 260°C BLACK 475°F 246°C
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231
DECEMBER 2006 A-65 BULLETIN GL5661, REV. #3
A UTOMA TIC SPRINKLERS
GL SERIES
SPECIFICATIONS
NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES
2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze
Satin Chrome 2
4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Bright Chrome"
White Polyester" 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester
7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Wax Coated s"
Lead Coated 2,4
8.1 (116 metric) 3/4" NPT 27/16" (6.2 cm) I Wax over Lead "
NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 29/16".
2 FINISHES AVAILABLE ON SPECIAL ORDER.
WAX COATING UL LISTED UP TO 200°F ONLY.
UL AND C-UL LISTED CORROSION RESISTANT-
POLYESTER MUST BE SPECIFIED ON ORDER.
APPROVALS
SIN ORIFICE 135°F 155°F 175°F 200°F 286°F 360°F * 500°F NYC - DOB STYLE MODEL SIZE 57°C 68°C 79°C 93°C 141°C 182°C "260°C CuLus FM LPC CE MEAIOI-92-E
GL2861 2.8 X X X X X X X X - - - X
GL4261 4.2 X X X X X X X X - - - X
UPRIGHT GL5661 5.6 X X X X X X X X X X X X
GL8161 7.8° X X X X X X X X X - - X
GL8164 8.1 X X X X X X X X X X X X
GL2851 2.8 X X X X X X X X - - X
GL4251 4.2 X X X X X X X X -- - X
PENDENT GL5651 5.6 X X X X X X X X X X X X
GL8151 7.8° X X X X X X X X X - X
GL8156 8.1 X X X X X X X X X X X X
VERTICAL GL5675 5.6 X X X X X X X X X - -
SIDEWALL GL8176 8.1 X X X X X X X X - - - -
GL2870 2.8 X X X X X X X X - - X
HORIZONTAL GL4270 4.2 X X X X X X X X - - - X
SIDEWALL G15670 5.6 X x x x x x x x x - - x
GL8171 8.1 X X X X X X X X - - - -
CONVENTIONAL GL5668 5.6 X X X X X X X - -- X X -
(OLD STYLE) GL6169 8.1 X X X X X X X - -- X X -
"500°F AVAILABLE UPON REQUEST WITH NO APPROVALS
§ HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4° TO 12" BELOW THE CEILING, FM APPROVED 4"706".
t VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY.
PENDENT VERTICAL SIDEWALL UL LISTED FOR 6' MIN. SPACING.
UPRIGHT VERTICAL SIDEWALL UL LISTED FOR 9' MIN. SPACING.
* 112" NPT.
ORDERING INFORMATION
SPECIFY
'Quantity • Model Number • Style
Orifice • Thread Sizes • Temperature
Finishes desired
"Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.a.)
Cv-5aig LOBE
FIRE SPRINKLER
CORPORATION
GLOBE® PRODUCT WARRANTY
Globe agrees to repair or replace any of its own
manufactured products found to be defective in material
or workmanship for a period of one year from date of
shipment.
For specific details of our warranty please refer to
Price List Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
989-8464583 FAX 989-846-9231
1-800-248-0278 www.globesprinkler.com
DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5661, REV. #3