HomeMy WebLinkAbout2180 RUTHERFORD RD; ; AS990091; Permit11/10/2020 AS990091 Permit Data
: City of Carlsbad
Sprinkler Permit.
Permit No: AS990091
2180 RUTHERFORD
Job Address: Status: ISSUED
RD
Permit Type: SPRINK .• • • Applied 10/27/1999
Parcel No: 2120702300 Approved:
Lot #: 0 • •
Reference No.: Issued:
PC #: • Inspector:
Project Title: CALLAWAY GOLF RACKS •
Applicant: • Owner: •
CALLAWAY GOLF CO
• C/O DONALD H DYE
• 2285 RUTHERFORD RD
• CARLSBAD CA
Fees ($) Add'! Fees ($) • Total ($) Balance ($)
90 0 •• 90 0
1/1
-24-99 01:02P
A319o4°L ( P.02
INDUSTRIAL EXHAUST SYSTEMS 7-78
Page 5
prevent an overheated bearing from serving as an ignition
source.
2.3 Electric Wiring and Equipment
2.3. 1 Electrical installation should be in accordance with
rho National Electrical Code.
2.3.2 Motors should be located outside rooms in which
flammable vapors or combustible dusts are being gener-
ated. Unless of the type FMRC.Approvod for the particular
condition or hazard. (See Data Sheet 5-1, Electrical Equip-
rnenr in Hazardous Locations.) Remote control of all fans
should be provided in addition to any control located
close to the equipment.
2.3.3 All metal parts of ducts or other apparatus used for
the removal of flammable gases or vapors, or for convey-
ing combustible dust, stock or refuse. shoufd be electri-
cally bonded and grounded. When metallic contact is bro-
ken at duct joints or at other points, metal straps,
preferably of copper, should be installed to afford effective
bonding connections.
2.4 Protection Systems
2.4. 1 In locations where the combustible duct exteriors
are exposed to normal roof or ceiling sprinklers, no other
exterior protection is needed. If combustible ducts are
located in an unsprinklerecl area, sprinklers should be
installed over or near the duct spaced not over 12 it (3.7
m) on-center (o.c.). Generally, one line of sprinklers over
the duct will suffice. Ordinary pipe schedule and 212°F
(1 00"C) rated heads are satisfactory. When ducts are ovei
4 it (1.2 m) wide, sprinklers will also be needed below if
there are combustibles below the duct. See Data Sheet
2-8N for details.
2.4.2 Install sprinklers in all ducts which have cross-
sectional areas greater than or equal to 100 sq in. (645 sq
cm). or which have diameters greater than or equal to 12
in. (305 mm), and which:
are combustible (unless specifically FMRC-Approved.
For plastic ducts carrying noncombustible fames (see
Plastic Duct Section below), or:
have a combustible interior lining greater than 30 mils
(0.0 mm) thick (6 mils, 0.1 mm thick in occupancies sus-
ceptible to smoke damage), or;
carry combustibles sufficient to cause a damaging fire.
Sprinklers should also be provided in smaller ducts which
offer serious exposures.
2.4.3 For ducts described in No. 2.4.2 abave, install sprin.
klers as follows:
Sprinklers should be spaced no more than 12 It (3.7 m)
O.C. in horizontal and vertical ducts. Sprinkler temperature
rating should be at least 50°F (27'C) above the tempera-
ture of the environment handled by the duct.
When the duct width or diameter is over 12 it (3.7 m),
provide an additional line of automatic sprinklers 12 it
(3.7 m) o.c.
in systems with branch ducts, one sprinkler should be
provided in each branch duct, regardless of size, within 3
it (0.9 m) of its point of entry into a main duct system.
Several smaller ducts may be manifolded and a single
sprinkler provided before the manifolded entry into the
main duct system. Where not practical due to size limita-
tions, a sprinkler may be provided in the main duct at the
point where the smaller branch duct enters.
The supply line to the duct sprinklers should be
equipped with an accessible FMRC-Approved control
valve. If there is more than one exhaust duct system, and
they can be operated independently, sprinklers to each
system should be controlled by a separate valve. A sepa-
rate water flow alarm may be advisable for duct system
protection in large installations.
Base the water supply on a density of ogpm/sq ft (8
mm/mm) over an area equal to the projected area of the
duct, but not exceeding 100 lineal feet (30 m) of the duct.
However, a minimum flow of 20 gpm (75 cu dm/min) per
head (within the 100 ft 130 m) limit) is needed. (For most
app1ic2ti0n5, ordinary pipe schedule will be satisfactory—'
See Data Sheet N). A 250 gpm (945 Cu dmrmin) hose-
stream demand should be included.
Example: In an 8 ft dia. (2.4 m) by 20 it (6 m) long duct,
the projected area will be: 8 It x 20 it = 160 sq ft (2.4 m x
6 m = 14.4 sq m).
For horizontal ducts, sprinklers should be installed at the
top of the duct with only the sprinkler frame projecting into
the duct. For best water distribution, sprinkler frames
should be perpendicular to the longitudinal axis of the
duct.
2.'4flteam or gaseous extinguishing systems should not
be used as the primary protection system (I.e. in lieu of
automatic sprinklers). Gaseous systems would be ineffec-
tive as it would be difficult to maintain the required con-
centration. in the case of steam systems, while they have
been used to augment automatic sprinklers (Data Sheet
7-20, Airborne Pulp Diyers), their effectiveness in a duct
system is not completely known. Currently, there is not
sufficient data available to develop system design
parameters.
2.4.5 When large ducts. plenums or other associated
equipment contain fixed arrays of filtering or pollution con-
trol features, which are combustible or which would accu-
mulate combustible materials, automatic sprinklers should
be provided in accordance with Data Sheet 3-26. Fire Pro-
tection Water Demand For Sprinklered Properties, for the
appropriate hazard level. Sprinkler placement should be
such that structural components are cooled during sprin-
kler operation.
2.4.6 FMRC-Approved corrosion resistant sprinklers are
effective in certain environments, they should be used
where applicable. The manufacturer should be consulted.
For other applications in corrosive environments, the
sprinklers should be protected as outlined In the Appen-
dix, Section 4.5.
UC15 ID( 'ASIlooll
- . Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON RD.
SAN DIEGO CA. 92123
279-6122
Job Name : CALLAWAYDUCTS
Building
Location : 2180 RUTHERFORD RD.
System
Contract : M9-3998
Data File : CALWAYDT.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page
CALLAWAYDUCTS Date
Hydraulic Design Information Sheet
Name - CALLAWAYDUCTS
Location - 2180 RUTHERFORD RD.
Building -
Contractor - NIELSEN-DILLINGHAM
Calculated By - K. WILSON
Construction: ( ) Combustible
Occupancy -
(X) Non-Combustible
Date - 10-26-99
System No. -
Contract No. - M9-3998
Drawing No. -
Ceiling Height -
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. C ) 1 C) 2 C ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C C ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - System Type Sprinkler/Nozzle
Density - 0.2 (X) Wet Make GLOBE
D Area Per Sprinkler - 36 ( ) Dry Model JN
E Elevation at Highest Outlet - 29.25 ( ) Deluge Size 1/2
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.286
G Hose Allowance - Outside - 250
N
Note
Calculation Flow Required - 398.74 Press Required - 87.929 At Test
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1-13-98 Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 112 @ Press -
R Residual Press - 100 Elev. - Well
Flow - 2830 Proof Flow
S Elevation - -3
U
P Location -
P
L Source of Information - CITY OF CARLSBAD
Y
C Commodity Class Location
O Storage Ht. Area. Aisle W.
M Storage Method: Solid Piled Palletized % Rack
M
Single Row C ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
5 R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf C ) Non
T A C ) Mult. Row C ) Open Shelf
0
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
E Horizontal Barriers Provided:
Computer Prografrts by Hydratec Inc. Route 111 Windham N.H. USA 03087
:HMIDT FIRE PROTECTION
£LLAWAYDUCTS
City Water Supply:
Cl-Static Pressure: 100.8 PSI -o 7- / C2-Residual Pressure: 88.8 PSI
I C2-Residual Flow: 2830 GPM
Page 3
Date
Pump Data:
- -- --- --- -----
Di-Elevation: 11.694 PS!
D2-System Flow:148.74 GPM
D2-System Pressure: 87.929 PSI
Hose ( Adj City ) :0 GPM
Hose ( Demand ) :250 GPM
D3-System Demand:398.74 GPM
Safety Margin: 12.551 PSI
*
-
D F2 C2
1
.I.
-
' 300 600 900 1200 1500 1800 2100 2400 2700
FLOW ( N A 1.85
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA UiU'
SCHMIDT FIRE PROTECTION Page 4
CALLAWAYDUCXS Date
Node Elevation K-Fact Pt Pa Flow Density Area Press
No. Actual Actual - Added Req. Req.
1 24 5.6 14 na 20.95 .2 36 14
3 24 5.6 15.57 na 22.1 .2 36 14
5 24 5.6 17.14 na 23.18 .2 36 14
7 24 5.6 20.61 na 25.42 .2 36 14
9 24 5.6 23.61 na 27.21 .2 36 14
11 24 5.6 28.46 na 29.87 .2 36 14
2 22 16.14 na
4 22 17.84 na
6 22 19.54 na
8 22 23.3 na
10 22 26.54 na
12 22 31.79 na
13 21 41.48 na
14 21 51.06 na
15 21 57.02 na
16 5 66 na
17 29.25 58.23 na
18 29.25 58.27 na
19 13.33 65.55 na
20 1.83 70.6 na
21 1.83 70.61 na
22 0.5 71.19 na
23 -3 72.71 na
24 -3 72.74 na 250
25 -3 87.82 na
SRC -3 87.93 na
The maximum velocity is 23.44 and it occurs in the pipe between nodes 12 and 13
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page -
CALLAWAYDUTS Date
Hyth Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 20.95 1.049 1E 2.000 2.000 14.000 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
2 20.95 0.1418 9.000 1.276 Vel = 7.777
20.95 16.142 K Factor = 5.21
3 22.10 1.049 1E 2.000 2.000 15.570 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
4 22.10 0.1566 9.000 1.409 Vel = 8.204
22.10 17.845 K Factor = 5.23
5 23.18 1.049 1E 2.000 2.000 17.136 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
6 23.18 0.1710 9.000 1.539 Vel = 8.605
23.18 19.541 K Factor = 5.24
7 25.42 1.049 1E 2.000 2.000 20.613 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
8 25.42 0.2028 9.000 1.825 Vel = 9.437
25.42 23.304 K Factor = 5.27
9 27.21 1.049 1E 2.000 2.000 23.609 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
10 27.21 0.2300 9.000 2.070 Vel = 10.101
27.21 26.545 K Factor = 5.28
11 29.87 1.049 1E 2.000 2.000 28.460 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
12 29.87 0.2733 9.000 2.460 Vel = 11.089
29.87 31.786 K Factor = 5.30
2 20.95 1.049 12.000 16.143
to 120
4 20.95 0.1418 12.000 1.702 Vel = 7.777
4 22.10 1.38 12.000 17.845
to 120
6 43.05 0.1413 12.000 1.696 Vel = 9.234
6 23.18 1.38 12.000 19.541
to 120
8 66.23 0.3136 12.000 3.763 Vel = 14.206
8 25.43 1.61 12.000 23.305
to 120
10 91.66 0.2701 12.000 3.241 Vel = 14.445
10 27.21 1.61 12.000 26.545
to 120
12 118.87 0.4368 12.000 5.242 Vel = 18.733
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION
CALLAWAYDuqTS Date
Hyd Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
12 29.87 1.61 1E 4.000 2.000 31.786
to 120 IT 8.000 12.000 0.433
13 148.74 0.6613 14.000 9.258 Vel = 23.440
13 2.227 IT 14.378 56.000 41.478
to 120 14.378
14 148.74 0.1362 70.378 9.587 Vel = 12.251
14 2.731 4L 6.537 92.000 51.065
to 120 26.147
15 148.74 0.0504 118.147 5.959 Vel = 8.147
15 2.731 2L 6.537 16.000 57.024
to 120 lB 11.439 24.513 6.930
16 148.74 0.0504 40.513 2.043 Vel = 8.147
16 2.731 1L 6.537 28.000 65.997
to 120 IT 19.611 26.148 -10.503
17 148.74 0.0504 54.148 2.731 Vel = 8.147
17 6.357 1 37.720 12.000 58.225
to 120 37.720
18 148.74 0.0008 49.720 0.041 Vel = 1.504
18 6.357 12L 11.316 335.000 58.266
to 120 135.793 6.895
19 148.74 0.0008 470.793 0.388 Vel = 1.504
19 6.357 1A 33.948 11.500 65.549
to 120 1G 3.772 75.440 4.981
20 148.74 0.0008 IT 37.720 86.940 0.072 Vel = 1.504
20 8.249 IT 38.923 3.500 70.601
to 120 38.923
21 148.74 0.0002 42.423 0.010 Vel = 0.893
21 8.249 1.330 70.611
to 120 0.576
22 148.74 1.330 Vel = 0.893
22 8.27 1L 19.468 6.000 71.187
to 140 19.468 1.516
23 148.74 0.0002 25.468 0.004 Vel = 0.888
23 7.98 3L 18.589 145.000 12.708
to 150 55.763
24 148.74 0.0002 200.763 0.036 Vel = 0.954
24 250.00 8.27 3L 19.468 15.000 72.744 Qa = 250
to 140 58.403 15.000 Fixed loss = 15
25 398.74 0.0011 73.403 0.078 Vel = 2.382
25 7.98 1G 5.720 40.000 87.822
to 150 IT 50.046 55.763
SRC 398.74 0.0011 95.763 0.107 Vel = 2.558
398.74 87.929 K Factor = 42.52
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
p(.)C3.. ROD(--
A511ool I
. Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON RD.
SAN DIEGO CA. 92123
279-6122
Job Name : CALLAWAYPAINTBOOTHS
Building
Location : 2180 RUTHERFORD RD.
System
Contract : M9-3998
Data File : CALWAYPB.WXF
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Flow Test:
Date of Test - 1-13-98
Time of Test -
Static Press - 112
Residual Press - 100
Flow - 2830
Elevation - -3
Location -
W
A
T
E
R
IS
U
P
P
Pump Data:
Rated Cap.-
@ Press -
Elev. -
Tank or Reservoir:
Cap. -
Elev.-
Well
Proof Flow
SCHMIDT FIRE PROTECTION Page 2
CALLAWAYPAINTBOOTHS Date
Hydraulic Design Information Sheet
Name - CALLAWAY DUCTS ROOF Date - 10-26-99
Location - 2180 RUTHERFORD RD.
Building - System No. -
Contractor - NEILSEN-DILLINGHAM Contract No. - M9-3998
Calculated By - K. WILSON Drawing No. -
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height -
Occupancy -
(X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 )c) 2 C ) 3 C ) Ex.Haz.
NFPA 231 ( ) NFPA 231C C ) Figure Curve
Other
Specific Ruling Made By Date
Area of Sprinkler Operation - System Type Sprinkler/Nozzle
Density - 0.2 (X) Wet Make GLOBE
Area Per Sprinkler - 36 C ) Dry Model JN
Elevation at Highest Outlet - 37 C ) Deluge Size 1/2
Hose Allowance - Inside - C ) Preaction K-Factor 5.6
Rack Sprinkler Allowance - C ) Other Temp.Rat.286
Hose Allowance - Outside - 250
Note
Calculation Flow Required - 415.8 Press Required - 91.9 At Test
Summary C-Factor Used: 120 Overhead 150 Underground
Source of Information - CITY OF CARLSBAD
C
O
M
Commodity
Storage Ht.
Storage Method:
Class
Area
Solid Piled
Location
Aisle W.
Palletized % Rack
M
Single Row C ) Conven. Pallet C ) Auto. Storage C ) Encap.
S R C ) Double Row C ) Slave Pallet C ) Solid Shelf C ) Non
T A ( ) Mult. Row C ) Open Shelf
0
R 1< Flue Spacing Cleararice:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CHMIDT FIRE PROTECTION
:ALLAwAypAI NTBOOTHS
City Water Supply:
Cl-Static Pressure: 100.8 PSI
C2-Residual Pressure: 88.8 PSI 10,0 L.
C2-Residual Flow: 2830 GPM
Page 3
Date
Pump Data:
I
-
-
- _____ _______ _________ __________ ____________ ______________
Di-Elevation: 17.324 PSI
D2-System Flow:165.8 GPM
D2-System Pressure: 91.900 PSI
Hose ( Adj City ) :0 GPM
Hose ( Demand ) :250 GPM
D3-System Demand:415.8 GPM
Safety Margin: 8.554 PSI
•
-
- -
-------------
D3 a
'1
300 600 900 1200 1500 1800 2100 2400 2700
FLOW C N ' 1.85
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 7
SCHMIDT FIRE PROTECTION Page 4
CALLAWAYPAINTBOOTHS Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Added Req. Req.
1 37 5.6 14 na 20.95 .2 36 14
2 37 5.6 15.44 na 22 .2 36 14
3 37 5.6 15.7 na 22.19 .2 36 14
4 37 5.6 17.02 na 23.11 .2 36 14
5 37 5.6 19.82 na 24.93 .2 36 14
6 37 5.6 21.13 na 25.74 .2 36 14
7 37 5.6 23.04 na 26.88 .2 36 14
8 37 27.94 na
9 37 21.58 na
10 35 16.14 na
11 35 17.7 na
12 35 17.98 na
13 35 19.42 na
14 35 22.44 na
15 35 23.86 na
16 35 25.93 na
17 35 28.8 na
18 35 33.35 na
19 35 37.66 na
20 21 52.51 na
21 21 59.8 na
22 5 69.22 na
23 29.25 62.06 na
24 29.25 62.11 na
25 13.33 69.48 na
26 1.83 74.55 na
27 1.83 74.56 na
28 0.5 75.13 na
29 -3 76.66 na
30 -3 76.7 na 250
31 -3 91.78 na
SRC -3 91.9 na
The maximum velocity is 15.85 and it occurs in the pipe between nodes 16 and 17
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 5
CALLAWAYPAINTBOOTHS Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Fir Notes ******
Point Qt Pf/UL Eqv. In. Total Pf p
1 20.95 1.049 1E 2.000 2.000 14.000 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
10 20.95 0.1418 9.000 1.276 Vel = 7.777
20.95 16.142 K Factor = 5.21
2 22.00 1.049 1E 2.000 2.000 15.439 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
11 22.00 0.1552 9.000 1.397 Vel = 8.167
22.00 17.702 K Factor = 5.23
3 22.19 1.049 1E 2.000 2.000 15.699 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
12 22.19 0.1577 9.000 1.419 Vel = 8.238
22.19 17.984 K Factor = 5.23
4 23.11 1.049 1E 2.000 2.000 17.024 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
13 23.11 0.1700 9.000 1.530 Vel = 8.579
23.11 19.420 K Factor = 5.24
5 24.93 1.049 1E 2.000 2.000 19.815 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
14 24.93 0.1957 9.000 1.761 Vel = 9.255
24.93 22.442 K Factor = 5.26
6 25.74 1.049 1E 2.000 2.000 21.125 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
15 25.74 0.2076 9.000 1.868 Vel = 9.555
25.74 23.859 K Factor = 5.27
7 26.88 1.049 1E 2.000 2.000 23.041 K Factor = 5.6
to 120 IT 5.000 7.000 0.866
16 26.88 0.2249 9.000 2.024 Vel = 9.979
26.88 25.931 K Factor = 5.28
8 0 1.049 1E 2.000 2.000 27.937 0
to 120 IT 5.000 7.000 0.866 0
17 0 0 9.000 0 0 Vel = 0
28.803 K Factor =
9 0 1.049 1E 2.000 2.000 21.575 0
to 120 IT 5.000 7.000 0.866 0
14 0 0 9.000 0 0 Vel = 0
22.441 K Factor =
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 6
CALLAWAYPAINTBOOTHS Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf. - Pn
10 20.95 1.049 11.000 16.143
to 120
11 20.95 0.1418 11.000 1.560 Vel = 7.777
11 22.01 1.38 2.000 17.703
to 120
12 42.96 0.1410 2.000 0.282 Vel = 9.215
12 22.19 1.61 10.000 17.985
to 120
13 65.15 0.1436 10.000 1.436 Vel = 10.267
13 23.10 1.61 12.000 19.420
to 120
14 88.25 0.2517 12.000 3.021 Vel = 13.908
14 24.93 2.067 12.000 22.442
to 120
15 113.18 0.1182 12.000 1.418 Vel = 10.821
15 25.74 2.067 12.000 23.859
to 120
16 138.92 0.1726 12.000 2.071 Vel = 13.282
16 26.88 2.067 12.000 25.931
to 120
17 165.80 0.2394 12.000 2.873 Vel = 15.852
17 2.067 1E 5.000 14.000 28.804
to 120 5.000
18 165.80 0.2394 19.000 4.549 Vel = 15.852
18 2.067 2E 5.000 8.000 33.353
to 120 10.000
19 165.80 0.2394 18.000 4.310 Vel = 15.852
19 2.227 2E 7.189 24.000 37.662
to 120 iT 14.378 28.756 6.063
20 165.80 0.1665 52.756 8.785 Vel = 13.656
20 2.731 4L 6.537 92.000 52.511
to 120 26.147
21 165.80 0.0617 118.147 7.285 Vel = 9.081
21 2.731 2L 6.537 16.000 59.796
to 120 lB 11.439 24.513 6.930
22 165.80 0.0617 40.513 2.498 Vel = 9.081
22 2.731 1L 6.537 28.000 69.223
to 120 iT 19.611 26.148 -10.503
23 165.80 0.0617 54.148 3.339 Vel = 9.081
23 6.357 iT 37.720 12.000 62.059
to 120 37.720
24 165.80 0.0010 49.720 0.050 Vel = 1.676
24 6.357 12L 11.316 335.000 62.109
to 120 135.793 6.895
25 165.80 0.0010 470.793 0.474 Vel = 1.676
25 6.357 1A 33.948 11.500 69.478
to 120 1G 3.772 75.440 4.981
26 165.80 0.0010 lT 37.720 86.940 0.088 Vel = 1.676
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page T.
CALLAWAYPAINTBOOTHS Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
26 8.249 iT 38.923 3.500 74.546
to 120 38.923
27 165.80 0.0003 42.423 0.012 Vel = 0.995
27 . 8.249 1.330 74.558
to 120 0.576
28 - 165.80 1.330 Vel = 0.995
28 8.27 1L 19.468 6.000 75.135
to 140 19.468 1.516
29 165.80 0.0002 25.468 0.005 Vel = 0.990
29 7.98 3L 18.589 145.000 76.656
to 150 55.763
30 165.80 0.0002 200.763 0.044 Vel = 1.064
30 250.00 8.27 3L 19.468 15.000 76.700 Qa = 250
to 140 58.403 15.000 Fixed loss = 15
31 415.80 0.0012 73.403 0.085 Vel = 2.483
31 7.98 1G 5.720 40.000 91.785
to 150 iT 50.046 55.763
SRC 415.80 0.0012 95.763 0.116 Vel = 2.667
415.80 91.901 K Factor = 43.37
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