HomeMy WebLinkAbout5490 GRAND PACIFIC DR; ; FPC2017-0189; PermitPERMIT REPORT C c:ity of
Carlsbad
H AG pwm I I
Print Date: 10/15/2021 Permit No: FPC2017-0189
Job Address:
Permit Type:
Parcel #:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
2122710200
$14,074,332.00
Track #:
Lot #:
Project #: DEV14056
Plan #:
Construction Type:
Orig. Plan Check #:
Plan Check #:
Applied: 07/13/2017
Issued: 08/28/2017
Finaled Close Out: 08/11/2021
Inspector:
Final Inspection:
5490 GRAND PACIFIC DR, CARLSBAD, CA 92008 Status: Closed - Finaled
FIRE-Construction Commercial Work Class: Fire Sprinklers
Project Title: WESTIN HOTEL & TIMESHARE
Description: WESTIN HOTEL -SPRINKLER (NEW) >100 HEADS 1/9 ADDITIONAL RISERS
4-LEVEL /I 72 ROOMS
Applicant: FPContractor:
WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC
MARIO MACK 13630 DANIELSON ST
13630 DANIELSON ST POWAY, CA 92064-6830
POWAY, CA 92064-6830 (858) 513-4949
(858) 513-4949
FEE AMOUNT
FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00
FIRE NFPA 13 System> 100 heads (includes 1 riser) $1,188.00
Total Fees: $2,020.00 Total Payments To Date: $2,020.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
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I Western Fire Protection Inc.
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I WESTIN HOTEL
5490 GRAND PACIFIC DRIVE
I CARLSBAD, CA 92008
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Fire Sprinkler
Hydraulic Calculations
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I FPC20I7-0189
1 5490 GRAND PACIFIC DR
13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322
CARLSBAD FIRE DEPARTMENT
Fire Prevention Division
1635 Faraday Avenue - Carlsbad, CA 92008
760.602.4665
WATER AVAILABILITY FORM
SECTION A: TO BE COMPLETED BY CUSTOMER
PROJECT NAME: Hotel 3 SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: The Crossings Drive south of Stewart Road CITY: Carlsbad
PHONE: ( 858 ) 513-4949 (Western Fire Protection) FAX NUMBER:
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Largest Building (ft.2): Sprinkled? Construction Type:
SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD.
Water Purveyor: City of Carlsbad
Location of test (reference map required): The Crossings Drive south of Stewart Road
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 63 PSI Hydrant Number (if applicable): H60365
Elevation of test: 229 est. Feet Date/Time of Test':
Pitot Tube Reading:_________________ Psi Corresponding Flow: GPM
Total Flow: 8,000 GPM Residual Pressure 22 PSI
At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm.
'Test to be performed as close as possible to the time the most conservative flows and pressures are expected.
Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer
modeling), fill out the information above as applicable and check here: x
Name:2n*,f_.Mael,P.E. Eng. Lic. No. (if applicable): C69606
Signat /
Title/O Manager Date: 02/10/2017
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ROCKEFELLER
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D
Hotel Fire- Flow,
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80 RD
8 0
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Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name : Westin Hotel (Hotel 3) Basement
Building
Location
System
Contract
Data File : Basement.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Water Supply Curve C
Western Fire Protection Inc
Westin Hotel (Hotel 3) Basement
City Water Supply: Demand:
Cl - Static Pressure : 63 Dl - Elevation : -1.263
C2 - Residual Pressure: 22 D2 - System Flow : 400.003
C2 - Residual Flow : 8000 D2 - System Pressure : 48.096
Hose ( Demand) : 250
D3 - System Demand : 650.003
Safety Margin : 14.509
150
140
130
p120
R11°
E10°
590
s 8°
U70
R60
D2
E 50
40 -
30 - - C2
20
10
10t2000 3000 4000 5000 6000 7000 8000 9000
FLOW( N"1.85)
-
Page
Date
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
— — = — — — — M — = M _. — -
Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3) Basement Date
Fitting Legend
Abbrev. Name 1/2 3/4 1 1% 11/2 2 2½ 3 31/z 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Page 3
Western Fire Protection Inc
Westin Hotel (Hotel 3) Basement Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
Si -0.917 5.6 12.39 na 19.71 0.15 130 7.0
S2
-0.917 5.6 11.25 na 18.78 0.15 48 7.0
-0.917 12.39 na
S3 -0.917 5.6 12.46 na 19.77 0.15 130 7.0
S4 -0.917 5.6 12.13 na 19.5 0.15 130 7.0
S5 -0.917 5.6 12.16 na 19.53 0.15 130 7.0
12.5 na
2
-0.917
S6 -0.917 5.6 12.85 na 20.08 0.15 130 7.0
S7 -0.917 5.6 14.74 na 21.5 0.15 121 7.0
S8 -0.917 5.6 16.52 na 22.76 0.15 121 7.0
S9
-0.917 5.6 18.87 na 24.33 0.15 121 7.0
Sb -0.917 5.6 21.27 na 25.83 0.15 121 7.0
Sli -0.917 5.6 21.19 na 25.78 0.15 121 7.0
4 -0.917 21.31 na
S12
-0.917 5.6
S13 -0.917 5.6
21.45
22.05
na
na
25.93
26.3
0.15
0.15
121
121
7.0
7.0
S14 -0.917 5.6 23.4 na 27.09 0.15 121 7.0
S15 -0.917 5.6 24.33 na 27.62 0.15 130 7.0
S16 -0.917 5.6 24.39 na 27.66 0.15 130 7.0 ' S17 -0.917 5.6 24.71 na 27.84 0.15 130 7.0
3 -0.917 23.22 na
5 -0.917 23.53 na
6 -0.917 24.83 na
TR
-0.917 37.28 na
BRB -4.083 44.6 na
SPL -1.167 43.52 na
RRI -1.167 44.21 na
RR2 -1.167 . 44.57 na
UG1
-1.167 44.88 na
UG2 -4.0 46.55 na
FDC -4.0 46.65 na 250.0
UG3 -4.0 46.83 na
47.03 na
I UG4
-4.0
TEST 2.0 48.1 na
The maximum velocity is 16.33 and it occurs in the pipe between nodes S9 and 3
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
Westin Hotel (Hotel 3) Basement Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I Si 19.71 2.157 0.0 0.500 12.391 K Factor = 5.60
to 120.0 0.0 0.0 0.0
1 19.71 0.0040 0.0 0.500 0.002 Vel = 1.73
0.0 I 19.71 12.393 K Factor = 5.60
S2 18.78 1.049 T 5.0 4.875 11.249 K Factor = 5.60
I to
1 18.78
120.0
0.1158
0.0
0.0
5.000
9.875
0.0
1.144 Vel = 6.97
1 19.71 2.157 0.0 5.500 12.393
to 120.0 0.0 0.0 0.0
S3 38.49 0.0131 0.0 5.500 0.072 Vel = 3.38 I S3 19.78 2.157 0.0 1.083 12.465 K Factor = 5.60
to 120.0 0.0 0.0 0.0
2 58.27 0.0277 0.0 1.083 0.030 Vel = 5.12
I 0.0
58.27 12.495 K Factor= 16.48
S4 19.50 2.157 0.0 9.667 12.125 K Factor= 5.60
I to 120.0 0.0 0.0 0.0
S5 19.5 0.0037 0.0 9.667 0.036 Vel = 1.71
S5 19.53 2.157 T 12.307 12.625 12.161 K Factor 5.60
120.0 0.0 12.307 0.0
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to
2 39.03 0.0134 0.0 24.932 0.334 Vel = 3.43
2 58.26 2.157 0.0 4.917 12.495
to 120.0 0.0 0.0 0.0
S6 97.29 0.0726 0.0 4.917 0.357 Vel = 8.54 I S6 20.08 2.157 21 8.615 9.792 12.852 K Factor = 5.60
to 120.0 0.0 8.615 0.0
S7 117.37 0.1027 0.0 18.407 1.890 Vel = 10.30 I S7 21.50 2.157 0.0 12.667 14.742 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S8 138.87 0.1401 0.0 12.667 1.775 Vel = 12.19
I S8 22.76 2.157 0.0 12.667 16.517 K Factor =5.60
to 120.0 0.0 0.0 0.0
S9 161.63 0.1856 0.0 12.667 2.351 Vel = 14.19
S9 24.33 2.157 T 12.307 5.792 18.868 K Factor= 5.60
to I 120.0 0.0 12.307 0.0
3 185.96 0.2406 0.0 18.099 4.354 Vel = 16.33
0.0
I 185.96 23.222 K Factor= 38.59
S1O 25.83 2.157 0.0 6.083 21.273 K Factor 5.60
to 120.0 0.0 0.0 0.0
4 25.83 0.0062 0.0 6.083 0.038 Vet = 2.27 I 0.0
25.83 21.311 KFactor= 5.60
SII 25.78 2.157 T 12.307 6.417 21.194 K Factor 5.60
to I 120.0 0.0 12.307 0.0
4 25.78 0.0062 0.0 18.724 0.117 Vel = 2.26
4 25.83 2.157 0.0 6.083 21.311
to 120.0 0.0 0.0 0.0 I S12 51.61 0.0225 0.0 6.083 0.137 Vel = 4.53
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
Westin Hotel (Hotel 3) Basement Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. I.C. or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I S12 25.93 2.157 0.0 12.667 21.448 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S13 77.54 0.0477 0.0 12.667 0.604 Vel = 6.81
I S13 26.30 2.157 T 12.307 5.792 22.052 K Factor = 5.60
to 120.0 0.0 12.307 0.0
5 103.84 0.0818 0.0 18.099 1.481 Vel = 9.12
0.0 I 103.84 23.533 KFactor 21.41
S14 27.09 2.157 T 12.307 6.875 23.402 KFactor = 5.60
to 120.0 0.0 12.307 0.0
I 5 27.09 0.0068 0.0 19.182 0.131 Vel = 2.38
0.0
27.09 23.533 K Factor = 5.58
S15 27.62 2.157 0.0 8.667 24.328 K Factor = 5.60 I to 120.0 0.0 0.0 0.0
S16 27.62 0.0072 0.0 8.667 0.062 Vel = 2.43
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S16
to
27.66 2.157
120.0
T 12.307
0.0
4.875
12.307
24.390
0.0
K Factor= 5.60
6 55.28 0.0255 0.0 17.182 0.438 Vel = 4.85
0.0
55.28 24.828 K Factor= 11.09 I S17 27.84 2.157 T 12.307 3.792 24.712 K Factor 5.60
to 120.0 0.0 12.307 0.0
6 27.84 0.0072 0.0 16.099 0.116 Vel = 2.44
I 0.0
27.84 24.828 K Factor= 5.59
3 185.96 3.26 0.0 9.667 23.222
120.0 0.0 0.0 0.0 I to
5 185.96 0.0322 0.0 9.667 0.311 Vel = 7.15
5 130.93 3.26 0.0 15.000 23.533
to 120.0 0.0 0.0 0.0
I 6 316.89 0.0863 0.0 15.000 1.295 Vel = 12.18
6 83.11 3.26 51 33.599 60.208 24.828
to 120.0 0.0 33.599 0.0
TR 400.0 0.1328 0.0 93.807 12.454 Vel = 15.37 I TR 0.0 3.26 B 13.44 4.500 37.282
to 120.0 I 6.72 40.319 1.371
BRB 400.0 0.1328 T 20.159 44.819 5.951 Vel = 15.37
I BRB 0.0 6.357 J 31.433 2.917 44.604
to 120.0 0.0 31.433 -1.263
SPL 400.0 0.0052 0.0 34.350 0.177 Vel = 4.04
I SPL 0.0 6.357 51 62.867 72.667 43.518
to 120.0 0.0 62.867 0.0
RRI 400.0 0.0051 0.0 135.534 0.696 Vel = 4.04
RRi 0.0 6.357 31 37.72 19.583 44.214 I to 120.0 B 12.573 50.293 0.0
RR2 400.0 0.0051 0.0 69.876 0.359 Vel = 4.04
RR2 0.0 6.357 31 37.72 22.833 44.573
I to 120.0 0.0 37.720 0.0
UG1 400.0 0.0051 0.0 60.553 0.311 Vel = 4.04
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 6
Westin Hotel (Hotel 3) Basement Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I UG1 0.0 8.249 F 10.571 248.875 44.884
to 120.0 2E 42.282 52.853 1.227
UG2 400.0 0.0014 0.0 301.728 0.435 Vel = 2.40
I UG2 0.0 7.98 G 5.317 75.167 46.546
to 140.0 0.0 5.317 0.0
FDC 400.0 0.0013 0.0 80.484 0.103 Vel = 2.57
FDC 250.00 7.98 T 46.522 10.208 46.649 Qa = 250 I to 140.0 0.0 46.522 0.0
UG3 650.0 0.0031 0.0 56.730 0.178 Vel = 4.17
UG3 0.0 11.65 3E 95.65 125.167 46.827
I to 140.0 2T 141.704 283.408 0.0
UG4 650.0 0.0005 3F 46.054 408.575 0.203 Vel = 1.96
UG4 0.0 11.65 3E 108.672 57.750 47.030
to 150.0 F 17.441 206.611 0.951 * * Fixed Loss = 3.55 I TEST 650.0 0.0004 T 80.498 264.361 0.115 Vel = 1.96
Zaf 0.0
0.0
650.00 48.096 K Factor = 93.73
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name Westin Hotel (Hotel 3)1st Floor
Building
Location
System
Contract
Data File : Hotel 31st Floor—King Room.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - Water Supply Curve C
Western Fire Protection Inc
Westin Hotel (Hotel 3)1st Floor
City Water Supply:
Cl - Static Pressure : 63
C2 - Residual Pressure: 22
C2 - Residual Flow : 8000
= - - M - - - - - - Page
Date
Demand:
Dl - Elevation : 3.032
D2 - System Flow : 116.683
D2 - System Pressure : 44.512
Hose ( Demand) :100
D3 - System Demand : 216.683
Safety Margin : 18.437
150
140
130
p120
R 11
E10°
90
580
U70
R 60
E 50 -Dr-
40
30 - - C2
20
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW( N ' 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - = - - - - —
Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3)1st Floor Date
Fitting Legend
Abbrev. Name 1/2 3/4 1 1Y4 11/2 2 21/2 3 3½ 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
C NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
I 90Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
Western Fire Protection Inc Page 3
I Westin Hotel (Hotel 3)1st Floor Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
I Si 9.0 5.6 12.65 na 19.92 0.1 8 7.0
S2A 9.0 5.6 12.76 na 20.0 0.1 200 7.0
I
S211 9.0 5.6
S3 9.0 5.6
14.71
23.66
na
na
21.48
27.24
0.1
0.1
150
15
7.0
7.0
S4 9.0 5.6 25.08 na 28.04 0.1 144 7.0
9.0 12.98 na
A 9.0 14.33 na
B 9.0 16.51 na I 3 9.0 25.45 na
400 9.0 26.96 na
401 9.0 27.0 na
403 9.0 27.02 na
I TR 9.0 33.84 na
BR113 4.0 37.47 na
BR48 34.042 24.66 na
408 39.0
HV3 47.792
22.7
18.96
na
na I H4 47.792 19.05 na
HV4 47.792 19.44 na
TS2 47.792 19.5 na
SPL2 -1.167 40.77 na I RR1 -1.167 40.85 na
RR2 -1.167 40.88 na
UG1 -1.167 40.91 na
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UG2 -4.0
FDC -4.0
42.19
42.2
na
na 100.0
UG3 -4.0 42.22 na
UG4 -4.0 42.25 na
TEST 2.0 44.51 na
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it in between B 400 and The maximum velocity is 20.69 and occurs the pipe nodes
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
Westin Hotel (Hotel 3)1st Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I Si 19.92 1.101 E 3.825 1.000 12.653 K Factor= 5.60
to 150.0 0.0 3.825 0.0
1 19.92 0.0676 0.0 4.825 0.326 Vel = 6.71
0.0 I 19.92 12.979 K Factor = 5.53
S2A 20.00 1.101 2E 7.65 6.000 12.755 K Factor = 5.60
150.0 T 9.563 17.212 0.0
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to
A 20.0 0.0680 0.0 23.212 1.579 Vel = 6.74
0.0
20.00 14.334 K Factor = 5.28
I S213 21.48 1.101 2E 7.65 6.000 14.711 K Factor =5.60
to 150.0 T 9.563 17.212 0.0
B 21.48 0.0777 0.0 23.212 1.803 Vel = 7.24
0.0
I 21.48 16.514 KFactor= 5.29
S3 27.24 1.101 E 3.825 1.500 23.661 K Factor = 5.60
to 150.0 T 9.563 13.387 0.0
27.24 0.1204 0.0 14.887 1.793 Vel = 9.18 I3
0.0
27.24 25.454 K Factor = 5.40
S4 28.04 1.101 E 3.825 1.875 25.080 K Factor= 5.60 I to 150.0 T 9.563 13.387 0.0
403 28.04 0.1272 0.0 15.262 1.941 Vel = 9.45
0.0
1 28.04 27.021 K Factor = 5.39
1 19.92 1.101 E 3.825 16.250 12.979
to 150.0 0.0 3.825 0.0
A 19.92 0.0675 0.0 20.075 1.355 Vel = 6.71
l A 20.00 1.101 0.0 8.917 14.334
to 150.0 0.0 0.0 0.0
B 39.92 0.2445 0.0 8.917 2.180 Vel= 13.45
I B 21.48 1.101 T 9.563 9.708 16.514
to 150.0 0.0 9.562 0.0
400 61.4 0.5419 0.0 19.270 10.443 Vel = 20.69
0.0 I 61.40 26.957 K Factor = 11.83
3 27.24 1.101 T 9.563 3.292 25.454
150.0 0.0 9.562 0.0
I
to
401 27.24 0.1205 0.0 12.854 1.549 VeI = 9.18
0.0
27.24 27.003 K Factor = 5.24
1 400 61.40 2.635 0.0 6.000 26.957
to 150.0 0.0 0.0 0.0
401 61.4 0.0077 0.0 6.000 0.046 Vel = 3.61
401 27.24 2.635 0.0 1.167 27.003 I to 150.0 0.0 0.0 0.0
403 88.64 0.0154 0.0 1.167 0.018 Vel = 5.22
403 28.04 2.635 71 87.128 156.833 27.021
I to 150.0 T 24.894 112.022 0.0
TR 116.68 0.0254 0.0 268.855 6.818 Vel = 6.86
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5 I Westin Hotel (Hotel 3)1st Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I TR 0.0 2.635 E 12.447 5.833 33.839
to 150.0 T 24.894 51.861 2.166
BR1B 116.68 0.0254 B 14.521 57.694 1.463 Vel = 6.86
I BR1B 0.0 4.26 21 18.434 37.000 37.468
to 120.0 0.0 18.434 -13.011
BR413 116.68 0.0037 0.0 55.434 0.204 Vel = 2.63
BR413 0.0 ,4.26 21 18.434 32.542 24.661 I to 120.0 0.0 18.434 -2.147
408 116.68 0.0037 0.0 50.976 0.188 Vel = 2.63
408 0.0 4.26 I 9.217 8.792 22.702 I to 120.0 0.0 9.217 -3.808
HV3 116.68 0.0037 0.0 18.009 0.067 Vel = 2.63
HV3 0.0 4.26 J 21.067 4.250 18.961 ' to 120.0 0.0 21.067 0.0
H4 116.68 0.0037 0.0 25.317 0.093 Vel= 2.63
H4 0.0 4.26 I 9.217 73.833 19.054
120.0 J 21.067 30.284 0.0
I
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HV4 116.68 0.0037 0.0 104.117 0.385 Vel = 2.63
HV4 0.0 4.26 I 9.217 8.208 19.439
to 120.0 0.0 9.217 0.0
TS2 116.68 0.0037 0.0 17.425 0.064 Vet = 2.63 I TS2 0.0 6.357 31 37.72 58.125 19.503
to 120.0 J 31.433 69.153 21.204
SPL2 116.68 0.0005 0.0 127.278 0.067 Vel = 1.18 ' SPL2 0.0 6.357 51 62.867 72.667 40.774
to 120.0 0.0 62.867 0.0
RRI 116.68 0.0005 0.0 135.534 0.072 Vel= 1.18 ' RR1 0.0 6.357 31 37.72 19.583 40.846
to 120.0 B 12.573 50.293 0.0
RR2 116.68 0.0005 0.0 69.876 0.036 Vel = 1.18
RR2 0.0 6.357 31 37.72 22.833 40.882 I to 120.0 0.0 37.720 0.0
UG1 116.68 0.0005 0.0 60.553 0.032 Vel = 1.18
UGI 0.0 8.249 F 10.571 248.875 40.914 ' to 120.0 2E 42.282 52.853 1.227
UG2 116.68 0.0001 0.0 301.728 0.045 Vet = 0.70
UG2 0.0 7.98 G 5.317 75.167 42.186
I FDC
to 140.0
116.68 0.0001
0.0
0.0
5.317
80.484
0.0
0.010 Vet = 0.75
FDC 100.00 7.98 T 46.522 10.208 42.196 Qa = 100
to 140.0 0.0 46.522 0.0
UG3 216.68 0.0004 0.0 56.730 0.023 Vel = 1.39 I UG3 0.0 11.65 3E 95.65 125.167 42.219
to 140.0 2T 141.704 283.408 0.0
UG4 216.68 0.0001 3F 46.054 408.575 0.027 Vel = 0.65 I UG4 0.0 11.65 3E 108.672 57.750 42.246
to 150.0 F 17.441 206.611 2.250 * * Fixed Loss = 4.849
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TEST 216.68 0.0001 T 80.498 264.361 0.016 Vel = 0.65
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 6
Westin Hotel (Hotel 3)1st Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1
Zaf 0.0
0.0
216.68 44.512 KFactor= 32.48
1
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I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name : Westin Hotel (Hotel 3) Exhibition Hall
Building
Location
System
Contract
Data File Hotel 3—Exhibition HalI.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - -U lu_U - - -__I
Water Supply Curve C
Western Fire Protection Inc Page
Westin Hotel (Hotel 3) Exhibition Hall Date
City Water Supply: Demand:
Cl - Static Pressure : 63 Dl - Elevation : 11.694
C2 - Residual Pressure: 22 D2 - System Flow : 279.294
C2 - Residual Flow : 8000 D2 - System Pressure : 61.000
Hose ( Demand) : 100
D3 - System Demand : 379.294
Safety Margin : 1.854
150
140
130
p120
R°
E10°
S90
80
U 70
R 60
E 5 D3--
40
30
- .z:::z:::I:III: C2
20
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW( N " 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - - - = IMI- - Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3) Exhibition Hall Date
Fitting Legend
Abbrev. Name 1/2 3/4 1 11/4 11,4 2 21,4 3 31,4 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
Western Fire Protection Inc Page 3
Westin Hotel (Hotel 3) Exhibition Hall Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
I Si 29.0 5.6 16.14 na 22.5 0.1 225 7.0
S2 29.0 5.6 16.27 na 22.59 0.1 225 7.0
I S3 29.0 5.6
S4 29.0 5.6
16.53
17.43
na
na
22.77
23.38
0.1
0.1
225
225
7.0
7.0
S5 29.0 5.6 16.83 na 22.97 0.1 225 7.0
S6 29.0 5.6 16.9 na 23.02 0.1 225 7.0
S7 29.0 5.6 17.15 na 23.19 0.1 225 7.0
S8 29.0 5.6 17.67 na 23.54 0.1 225 7.0 I S9 29.0 5.6 17.78 na 23.62 0.1 225 7.0
S1O 29.0 5.6 17.86 na 23.67 0.1 225 7.0
Sil 29.0 5.6 18.13 na 23.84 0.1 225 7.0
S12 29.0 5.6 18.67 na 24.2 0.1 225 7.0 I 300 29.0 18.79 na
301 29.0 18.95 na
302 29.0 20.02 na
I
303 29.0
304 29.0
30.11
35.75
na
na
TR 9.0 49.02 na
BR1 4.0 54.51 na
SPL -1.167 56.85 na
RR1 -1.167 57.2 na I RR2 -1.167 57.39 na
UG1 -1.167 57.55 na
UG2 -4.0 59.0 na
I FDC -4.0
UG3 -4.0
59.05
59.12
na
na
100.0
UG4 -4.0 59.19 na
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TEST 2.0 61.0 na
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The maximum velocity is 16.43 and it occurs in the pipe between nodes 302 and 303
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
Westin Hotel (Hotel 3) Exhibition Hall Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv.. Ln. Total Pf Pn
I Si 22.50 2.1 57 21 8.615 17.417 16.143 K Factor = 5.60
to 120.0 0.0 8.615 0.0
S2 22.5 0.0048 0.0 26.032 0.126 Vel = 1.98
S2 22.59 2.157 0.0 14.917 16.269 K Factor = 5.60 I to 120.0 0.0 0.0 0.0
S3 45.09 0.0175 0.0 14.917 0.261 Vet = 3.96
S3 22.77 2.157 21 8.615 15.667 16.530 K Factor = 5.60
I to 120.0 0.0 8.615 0.0
S4 67.86 0.0373 0.0 24.282 0.905 Vel = 5.96
S4 23.38 2.157 T 12.307 8.667 17.435 K Factor = 5.60
120.0 0.0 12.307 0.0 I to
300 91.24 0.0644 0.0 20.974 1.351 Vet = 8.01
0.0
91.24 18.786 KFactor= 21.05
I S5 22.97 2.157 0.0 15.000 16.828 K Factor = 5.60
to 120.0 0.0 0.0 0.0
S6 22.97 0.0050 0.0 15.000 0.075 Vet = 2.02
I S6 23.03 2.157 0.0 13.750 16.903 K Factor = 5.60
to 120.0 0.0 0.0 0.0
S7 46.0 0.0181 0.0 13.750 0.249 Vet = 4.04
S7 23.19 2.157 0.0 13.500 17.152 K Factor = 5.60
I to 120.0 0.0 0.0 0.0
S8 69.19 0.0387 0.0 13.500 0.522 Vel = 6.07
S8 23.54 2.157 T 12.307 6.917 17.674 K Factor= 5.60
120.0 0.0 12.307 0.0 I to
301 92.73 0.0664 0.0 19.224 1.276 Vel = 8.14
0.0
92.73 18.950 KFactor= 21.30
I S9 23.62 2.157 0.0 15.000 17.784 K Factor = 5.60
to 120.0 0.0 0.0 0.0
sio 23.62 0.0053 0.0 15.000 0.079 Vel = 2.07
I S10 23.66 2.157 0.0 13.750 17.863 K Factor = 5.60
to 120.0 0.0 0.0 0.0
SII 47.28 0.0191 0.0 13.750 0.263 Vel = 4.15
Si 1 23.85 2.157 0.0 13.500 18.126 K Factor = 5.60 I to 120.0 0.0 0.0 0.0
S12 71.13 0.0406 0.0 13.500 0.548 Vel = 6.25
S12 24.20 2.157 T 12.307 6.917 18.674 K Factor = 5.60
I to 120.0 0.0 12.307 0.0
302 95.33 0.0699 0.0 19.224 1.344 Vel = 8.37
0.0
95.33 20.018 KFactor= 21.31 I 300 91.24 2.635 0.0 6.750 18.786
to 120.0 0.0 0.0 0.0
301 91.24 0.0243 0.0 6.750 0.164 Vel = 5.37
I 301 92.73 2.635 0.0 12.000 18.950
to 120.0 0.0 0.0 0.0
302 183.97 0.0890, 0.0 12.000 1.068 Vel = 10.82
I
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
Westin Hotel (Hotel 3) Exhibition Hall Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C',or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I 302 95.32 2.635 T 16.474 27.708 20.018
to 120.0 I 8.237 24.711 0.0
303 279.29 0.1926 0.0 52.419 10.096 Vel = 16.43
I 303 0.0 2.635 I 8.237 21.000 30.114
to 120.0 0.0 8.237 0.0
304 279.29 0.1926 0.0 29.237 5.631 Vel = 16.43
304 0.0 3.26 I 6.72 20.417 35.745
I to 120.0 2T 40.319 47.039 8.662
TR 279.29 0.0683 0.0 67.456 4.608 Vel = 10.74
TR 0.0 3.26 E 9.408 5.750 49.015
I to 120.0 T 20.159 43.007 2.166
BR1 279.29 0.0683 B 13.44 48.757 3.330 Vel = 10.74
BR1 0.0 6.357 J 31.433 5.167 54.511
to 120.0 0.0 31.433 2.238
I SPL 279.29 0.0027 0.0 36.600 0.097 Vel = 2.82
SPL 0.0 6.357 51 62.867 72.667 56.846
to 120.0 0.0 62.867 0.0
I RR1 279.29 0.0026 0.0 135.534 0.358 Vel = 2.82
RR1 0.0 6.357 31 37.72 19.583 57.204
to 120.0 B 12.573 50.293 0.0
RR2 279.29 0.0026 0.0 69.876 0.185 Vel = 2.82
I RR2 0.0 6.357 31 37.72 22.833 57.389
to 120.0 0.0 37.720 0.0
UG1 279.29 0.0026 0.0 60.553 0.160 Vel = 2.82
I UG1 0.0 8.249 F 10.571 248.875 57.549
to 120.0 2E 42.282 52.853 1.227
UG2 279.29 0.0007 0.0 301.728 0.224 Vel = 1.68
UG2 0.0 7.98 G 5.317 75.167 59.000 I to 140.0 0.0 5.317 0.0
FDC 279.29 0.0007 0.0 80.484 0.053 Vel = 1.79
FDC 100.00 7.98 T 46.522 10.208 59.053 Qa = 100
I to 140.0 0.0 46.522 0.0
UG3 379.29 0.0011 0.0 56.730 0.065 Vel = 2.43
UG3 0.0 11.65 3E 95.65 125.167 59.118
140.0 2T 141.704 283.408 0.0 I to
UG4 379.29 0.0002 3F 46.054 408.575 0.075 Vel = 1.14
UG4 0.0 11.65 3E 108.672 57.750 59.193
150.0 F 17.441 206.611 1.764 * * Fixed Loss = 4.363
I
to
TEST 379.29 0.0002 T 80.498 264.361 0.043 Vel = 1.14
Zaf 0.0
0.0
379.29 61.000 K Factor= 48.56
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I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name : Westin Hotel (Hotel 3) 4th Floor - DELUXE KING
Building
Location
System
Contract
Data File : Hotel 3-4th Floor—Deluxe King Room.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - - M - M M - - - - - - -
Water Supply Curve C
Western Fire Protection Inc Page 1
Westin Hotel (Hotel 3) 4th Floor - DELUXE KING Date
City Water Supply: Demand:
Cl - Static Pressure : 63 Dl - Elevation : 15.592
C2 - Residual Pressure: 22 D2 - System Flow :167.332
C2 - Residual Flow : 8000 D2 - System Pressure : 57.743
Hose ( Demand) :100
D3 - System Demand : 267.332
Safety Margin : 5.180
150
140
130
p120
R11°
E 100
590
s 80
U70
-02 R 60
E 50 D3
4 -0
30 - -=ZIIIIIJ C2
20
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW (N"1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - M - TEE M - - - - Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3) 4th Floor - DELUXE KING Date
Fitting Legend
Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
I 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure I Flow Summary - STANDARD
Western Fire Protection Inc Page 3
Westin Hotel (Hotel 3) 4th Floor - DELUXE KING Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
Si 38.0 5.6 7.38 na 15.22 0.1 8 7.0
S2 38.0 5.6 7.66 na 15.5 0.1 155 7.0
S3 38.0 5.6 9.06 na 16.86 0.1 151 7.0
S4 38.0 5.6 11.89 na 19.31 0.1 180 7.0
S5 38.0 5.6 14.87 na 21.59 0.1 63 7.0
S6 38.0 5.6 14.96 na 21.66 0.1 108 7.0
S7 38.0 5.6 10.86 na 18.45 0.1 125 7.0
S8 38.0 5.6 10.98 na 18.56 0.1 120 7.0
S9 38.0 5.6 12.99 na 20.18 0.1 150 7.0
39.0 7.74 na
2 39.0 7.86 na
3 39.0 9.36 na
4 39.0 12.41 na
5 39.0 15.15 na
6 39.0 15.7 na
7 39.0 10.99 na
8 39.0 11.46 na
9 39.0 13.69 na
404 39.0 19.14 na
405 39.0 19.28 na
406 39.0 19.42 na
407 39.0 21.96 na
TR4 39.0 30.57 na
BR413 34.042 37.01 na
408 39.0 35.23 na
HV3 47.792 31.55 na
H4 47.792 31.73 na
HV4 47.792 32.48 na
TS2 47.792 32.61 na
SPL2 -1.167 53.94 na
RR1 -1.167 54.08 na
RR2 -1.167 54.15 na
UGi -1.167 54.21 na
UG2 -4.0 55.53 na
FDC -4.0 55.55 na 100.0
UG3 -4.0 55.58 na
UG4 -4.0 55.62 na
TEST 2.0 57.74 na
The maximum velocity is 22.54 and it occurs in the pipe between nodes 4 and 404
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
I Westin Hotel (Hotel 3) 4th Floor - DELUXE KING Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
- Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
U Si 15.22 1.101 E 3.825 5.958 7.383 K Factor= 5.60
to 150.0 T 9.563 13.387 -0.433
1 15.22 0.0410 0.0 19.345 0.794 Vet = 5.13
0.0 I 15.22 7.744 K Factor = 5.47
S2 15.50 1.101 E 3.825 1.500 7.661 K Factor= 5.60
I
to
2 15.5
150.0
0.0425
T 9.563
0.0
13.387
14.887
-0.433
0.632 Vel = 5.22
0.0
15.50 7.860 K Factor = 5.53
I S3 16.86 1.101 E 3.825 1.500 9.060 K Factor = 5.60
to 150.0 T 9.563 13.387 -0.433
3 16.86 0.0496 0.0 14.887 0.738 Vel = 5.68
0.0 I 16.86 9.365 K Factor= 5.51
S4 19.31 1.101 E 3.825 1.500 11.891 K Factor 5.60
to 150.0 T 9.563 13.387 -0.433
I 4 19.31 0.0637 0.0 14.887 0.949 Vel = 6.51
0.0
19.31 12.407 KFactor= 5.48
S5 21.59 1.101 2E 7.65 1.500 14.870 K Factor 5.60 I to 150.0 0.0 7.650 -0.433
5 21.59 0.0784 0.0 9.150 0.717 Vel = 7.28
I
0.0
21.59 15.154 KFactor= 5.55
S6 21.66 1.101 E 3.825 1.500 14.962 K Factor 5.60
to 150.0 T 9.563 13.387 -0.433
6 21.66 0.0789 0.0 14.887 1.174 Vel = 7.30 I 0.0
21.66 15.703 K Factor = 5.47
S7 18.45 1.101 2E 7.65 2.000 10.859 K Factor =5.60
I to 150.0 0.0 7.650 -0.433
7 18.45 0.0587 0.0 9.650 0.566 Vel = 6.22
0.0
I 18.45 10.992 K Factor = 5.56
S8 18.56 1.101 E 3.825 2.000 10.982 K Factor= 5.60
to 150.0 T 9.563 13.387 -0.433
8 18.56 0.0593 0.0 15.387 0.912 Vel = 6.25
I 0.0
18.56 11.461 K Factor = 5.48
I
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to
20.18 1.101
150.0
E
T
3.825
9.563
3.042
13.387
12.988
-0.433
K Factor =5.60
9 20.18 0.0692 0.0 16.429 1.137 Vel = 6.80
0.0
20.18 13.692 K Factor = 5.45 I 1 15.22 1.101 0.0 2.833 7.744
to 150.0 0.0 0.0 0.0
2 15.22 0.0409 0.0 2.833 0.116 Vet = 5.13
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
Westin Hotel (Hotel 3)4th Floor - DELUXE KING Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
- Ref. "C" or Ftngs Fe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I 2 15.50 1.101 0.0 10.000 7.860
to 150.0 0.0 0.0 0.0
3 30.72 0.1505 0.0 10.000 1.505 Vel 10.35
I 16.85 1.101 0.0 9.000 9.365
to 150.0 0.0 0.0 0.0
4 47.57 0.3380 0.0 9.000 3.042 Vel = 16.03
4 19.31 1.101 T 9.563 1.042 12.407 I to 150.0 0.0 9.562 0.0
404 66.88 0.6349 0.0 10.604 6.733 Vel = 22.54
0.0
I 66.88 19.140 K Factor = 15.29
5 21.59 1.101 0.0 7.000 15.154
to 150.0 0.0 0.0 0.0
6 21.59 0.0784 0.0 7.000 0.549 Vel = 7.28 I 6 21.67 1.101 T 9.563 3.042 15.703
to 150.0 0.0 9.562 0.0
405 43.26 0.2835 0.0 12.604 3.573 Vet = 14.58
I 0.0
43.26 19.276 K Factor= 9.85
7 18.45 1.101 0.0 8.000 10.992
150.0 0.0 0.0 0.0 I to
8 18.45 0.0586 0.0 8.000 0.469 Vet = 6.22
8 18.56 1.101 0.0 10.500 11.461
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to
9 37.01
150.0
0.2125
0.0
0.0
0.0
10.500
0.0
2.231 Vel = 12.47
9 20.18 1.101 T 9.563 2.500 13.692
to 150.0 0.0 9.562 0.0
406 57.19 0.4753 0.0 12.062 5.733 Vel = 19.27 I 0.0
57.19 19.425 K Factor = 12.98
404 66.88 2.635 0.0 10.000 19.140
I to 120.0 0.0 0.0 0.0
405 66.88 0.0136 0.0 10.000 0.136 Vel = 3.93
405 43.26 2.635 0.0 6.500 19.276
I to 150.0 0.0 0.0 0.0
406 110.14 0.0229 0.0 6.500 0.149 Vel = 6.48
406 57.19 2.635 E 12.447 38.833 19.425
150.0 0.0 12.446 0.0
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407 167.33 0.0494 0.0 51.279 2.533 Vet = 9.84
407 0.0 2.635 41 49.787 74.667 21.958
to 150.0 2T 49.787 99.576 0.0
TR4 167.33 0.0494 0.0 174.243 8.609 Vel = 9.84 I TR4 0.0 2.635 E 12.447 6.000 30.567
to 150.0 T 24.894 80.904 2.147
BR413 167.33 0.0494 B 14.521 86.904 4.294 Vel = 9.84
I S 29.043
BR413 0.0 4.26 21 18.434 32.542 37.008
to 120.0 0.0 18.434 -2.147
408 167.33 0.0072 0.0 50.976 0.366 Vel = 3.77
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 6
Westin Hotel (Hotel 3) 4th Floor - DELUXE KING Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I 408 0.0 4.26 I 9.217 8.792 35.227
to 120.0 0.0 9.217 -3.808
HV3 167.33 0.0072 0.0 18.009 0.130 Vel = 3.77
HV3 0.0 4.26 J 21.067 4.250 31.549 I to 120.0 0.0 21.067 0.0
H4 167.33 0.0072 0.0 25.317 0.182 Vel = 3.77
H4 0.0 4.26 I 9.217 73.833 31.731
I to 120.0 J 21.067 30.284 0.0
HV4 167.33 0.0072 0.0 104.117 0.749 VeI= 3.77
HV4 0.0 4.26 I 9.217 8.208 32.480
120.0 0.0 9.217 0.0 I to
TS2 167.33 0.0072 0.0 17.425 0.126 Vel = 3.77
TS2 0.0 6.357 31 37.72 58.125 32.606
120.0 J 31.433 69.153 21.204
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to
SPL2 167.33 0.0010 0.0 127.278 0.130 Vel = 1.69
SPL2 0.0 6.357 51 62.867 72.667 53.940
to 120.0 0.0 62.867 0.0
RR1 167.33 0.0010 0.0 135.534 0.139 Vel = 1.69 U RR1 0.0 6.357 31 37.72 19.583 54.079
to 120.0 B 12.573 50.293 0.0
RR2 167.33 0.0010 0.0 69.876 0.072 Vel = 1.69
I RR2 0.0 6.357 31 37.72 22.833 54.151
to 120.0 0.0 37.720 0.0
UGI 167.33 0.0010 0.0 60.553 0.062 Vel = 1.69
I UG1 0.0 8.249 F 10.571 248.875 54.213
to 120.0 2E 42.282 52.853 1.227
UG2 167.33 0.0003 0.0 301.728 0.087 Vel = 1.00
UG2 0.0 7.98 G 5.317 75.167 55.527
I to 140.0 0.0 5.317 0.0
FDC 167.33 0.0002 0.0 80.484 0.020 Vel = 1.07
FDC 100.00 7.98 T 46.522 10.208 55.547 Qa = 100
I to 140.0 0.0 46.522 0.0
UG3 267.33 0.0006 0.0 56.730 0.035 Vel = 1.71
UG3 0.0 11.65 3E 95.65 125.167 55.582
140.0 2T 141.704 283.408 0.0 I to
UG4 267.33 0.0001 3F 46.054 408.575 0.039 Vel = 0.80
UG4 0.0 11.65 3E 108.672 57.750 55.621
to 150.0 F 17.441 206.611 2.100 **Fixed Loss 4.699
I TEST 267.33 0.0001 T 80.498 264.361 0.022 Vel = 0.80
Zaf 0.0
0.0
267.33 57.743 KFactor= 35.18
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name : Westin Hotel (Hotel 3) 4th Floor - Housekeeping
Building
Location
System
Contract
Data File : Hotel 34th Floor_Housekeeping.WXF
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - _ - - - - - - - - - Water Supply Curve C
Western Fire Protection Inc Page 1
Westin Hotel (Hotel 3) 4th Floor - Housekeeping Date
City Water Supply: Demand:
Cl - Static Pressure : 63 Dl - Elevation : 15.592
C2 - Residual Pressure: 22 D2 - System Flow : 199.058
C2 - Residual Flow : 8000 D2 - System Pressure : 60.486
Hose ( Demand ) : 250
D3 - System Demand : 449.058
Safety Margin : 2.315
150
140
130
120
R11°
E10°
S90
s 8°
u 7°
R 60
E 50 D3--
40
30 - C2
20
DI 10 .I
I I I .
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW (N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - - = M - - - - - - M - - - Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3) 4th Floor - Housekeeping Date
Fitting Legend
Abbrev. Name 1/2 11/4 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
Western Fire Protection Inc
Westin Hotel (Hotel 3) 4th Floor - Housekeeping
Node Elevation K-Fact Pt Pn Flow
No. Actual Actual
Si 38.0 5.6 12.13 na 19.5
S2 38.0 5.6 12.93 na 20.14
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S3
S4
38.0
38.0
5.6
5.6
16.35
15.15
na
na
22.64
21.8
S5 38.0 5.6 16.0 na 22.4
S6 38.0 5.6 17.71 na 23.57
S7 38.0 5.6 19.02 na 24.42
S8 38.0 5.6 15.42 na 21.99 I S9 38.0 5.6 16.29 na 22.6
1 39.0 12.87 na
2 39.0 13.62 na
3 39.0 17.31 na
I 4 39.0 16.02 na
5 39.0 16.93 na
6 39.0 18.77 na
39.0 20.18 na
8 39.0 16.31 na I 9 39.0 17.24 na
450 39.0 23.69 na
451 39.0 23.7 na
452 39.0 24.12 na I TR4 39.0 31.29 na
BR413 34.042 39.36 na
408 39.0 37.72 na
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HV3
H4
47.792
47.792
34.09
34.34
na
na
HV4 47.792 35.37 na
TS2 47.792 35.55 na
SPL2 -1.167 56.93 na I RR1 -1.167 57.12 na
RR2 -1.167 57.22 na
UG1 -1.167 57.31 na
UG2 -4.0 58.65 na
FDC -4.0 58.68 na 250.0
I UG3 -4.0 58.77 na
UG4 -4.0 58.87 na
TEST 2.0 60.49 na
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The maximum velocity is 23.12 and it occurs in the pipe between nodes 3 and 450
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Page 3
Date
Density Area Press
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
0.15 130 7.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
Westin Hotel (Hotel 3) 4th Floor - Housekeeping Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I Si 19.50 1.049 E 2.0 2.500 12.125 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
1 19.5 0.1242 0.0 9.500 1.180 VeI= 7.24
0.0 I 19.50 12.872 K Factor= 5.44
S2 20.14 1.049 E 2.0 1.500 12.930 K Factor= 5.60
to 120.0 T 5.0 7.000 -0.433
I 2 20.14 0.1318 0.0 8.500 1.120 Vel 7.48
0.0
20.14 13.617 K Factor = 5.46
S3 22.64 1.049 E 2.0 1.500 16.349 K Factor = 5.60 I to 120.0 T 5.0 7.000 -0.433
3 22.64 0.1636 0.0 8.500 1.391 Vel = 8.40
0.0
I 22.64 17.307 K Factor = 5.44
S4 21.80 1.049 E 2.0 1.500 15.153 K Factor = 5.60
to 120.0 T 5.0 7.000 -0.433
4 21.8 0.1526 0.0 8.500 1.297 Vel = 8.09 I 0.0
21.80 16.017 K Factor = 5.45
S5 22.40 1.049 E 2.0 1.500 16.002 K Factor 5.60
I to 120.0 T 5.0 7.000 -0.433
5 22.4 0.1605 0.0 8.500 1.364 Vel = 8.32
0.0
I 22.40 16.933 K Factor = 5.44
S6 23.57 1.049 E 2.0 1.500 17.708 K Factor = 5.60
to 120.0 T 5.0 7.000 -0.433
6 23.57 0.1762 0.0 8.500 1.498 Vel = 8.75
.I 0.0
23.57 18.773 K Factor= 5.44
S7 24.42 1.049 E 2.0 1.500 19.016 K Factor= 5.60
I to 120.0 T 5.0 7.000 -0.433
7 24.42 0.1882 0.0 8.500 1.600 Vel = 9.07
0.0
24.42 20.183 K Factor = 5.44 I S8 21.99 1.049 E 2.0 1.500 15.425 K Factor = 5.60
to 120.0 T 5.0 7.000 -0.433
8 21.99 0.1551 0.0 8.500 1.318 Vel = 8.16
I 0.0
21.99 16.310 KFactor= 5.45
S9 22.60 1.049 E 2.0 1.500 16.287 K Factor= 5.60
I to 120.0 T 5.0 7.000 -0.433
9 22.6 0.1632 0.0 8.500 1.387 Vel = 8.39
0.0
22.60 17.241 K Factor = 5.44
I 1 19.50 1.049 0.0 6.000 12.872
to 120.0 0.0 0.0 0.0
2 19.5 0.1242 0.0 6.000 0.745 Vel = 7.24
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
u Westin Hotel (Hotel 3) 4th Floor - Housekeeping Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. I.G. or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I 2 20.14 1.049 0.0 8.000 13.617
to 120.0 0.0 0.0 0.0
3 39.64 0.4612 0.0 8.000 3.690 Vel = 14.72
3 22.64 1.049 T 5.0 1.000 17.307 I to 120.0 0.0 5.000 0.0
450 62.28 1.0642 0.0 6.000 6.385 Vet = 23.12
0.0
I 62.28 23.692 K Factor= 12.80
4 21.80 1.049 0.0 6.000 16.017
to 120.0 0.0 0.0 0.0
S21.8 0.1527 0.0 6.000 0.916 Vel = 8.09 I 5 22.40 1.049 T 5.0 7.000 16.933
to 120.0 0.0 5.000 0.0
451 44.2 0.5642 0.0 12.000 6.771 Vel = 16.41
I 0.0
44.20 23.704 K Factor= 9.08
6 23.57 1.049 0.0 8.000 18.773
I to 120.0 0.0 0.0 0.0
7 23.57 0.1762 0.0 8.000 1.410 Vet = 8.75
7 24.42 1.049 T 5.0 1.000 20.183
120.0 0.0 5.000 0.0
I to
452 47.99 0.6570 0.0 6.000 3.942 Vet = 17.82
0.0
47.99 24.125 K Factor = 9.77
I 8 21.99 1.049 0.0 6.000 16.310
to 120.0 0.0 0.0 0.0
9 21.99 0.1552 0.0 6.000 0.931 Vel = 8.16
9 22.60 1.049 T 5.0 7.000 17.241 I to 120.0 0.0 5.000 0.0
452 44.59 0.5737 0.0 12.000 6.884 Vel = 16.55
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0.0
44.59 24.125 K Factor= 9.08
450 62.28 2.635 0.0 1.000 23.692
to 120.0 0.0 0.0 0.0
451 62.28 0.0120 0.0 1.000 0.012 Vel = 3.66 I 451 44.20 2.635 0.0 13.000 23.704
to 120.0 0.0 0.0 0.0
452 106.48 0.0324 0.0 13.000 0.421 Vet = 6.26
I 452 92.58 2.635 31 37.34 43.000 24.125
to 150.0 T 24.894 62.234 0.0
TR4 199.06 0.0681 0.0 105.234 7.168 Vel = 11.71
I TR4 0.0 2.635 E 12.447 6.000 31.293
to 150.0 T 24.894 80.904 2.147
BR413 199.06 0.0681 B 14.521 86.904 5.921 Vel = 11.71
29.043
BR413 I
s
0.0 4.26 21 18.434 32.542 39.361
to 120.0 0.0 18.434 -2.147
408 199.06 0.0099 0.0 50.976 0.505 Vet = 4.48
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I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 6
Westin Hotel (Hotel 3) 4th Floor - Housekeeping Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I 408 0.0 4.26 I 9.217 8.792 37.719
to 120.0 0.0 9.217 -3.808
HV3 199.06 0.0099 0.0 18.009 0.179 Vel = 4.48
HV3 0.0 4.26 J 21.067 4.250 34.090 I to 120.0 0.0 21.067 0.0
H4 199.06 0.0099 0.0 25.317 0.251 Vel = 4.48
H4 0.0 4.26 I 9.217 73.833 34.341
I to 120.0 J 21.067 30.284 0.0
HV4 199.06 0.0099 0.0 104.117 1.033 Vel = 4.48
HV4 0.0 4.26 I 9.217 8.208 35.374
120.0 0.0 9.217 0.0 I to
TS2 199.06 0.0099 0.0 17.425 0.173 Vel = 4.48
TS2 0.0 6.357 31 37.72 58.125 35.547
120.0 J 31.433 69.153 21.204
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to
SPL2 199.06 0.0014 0.0 127.278 0.180 Vel = 2.01
SPL2 0.0 6.357 51 62.867 72.667 56.931
to 120.0 0.0 62.867 0.0
RR1 199.06 0.0014 0.0 135.534 0.191 Vel = 2.01 I RRI 0.0 6.357 31 37.72 19.583 57.122
to 120.0 B 12.573 50.293 0.0
RR2 199.06 0.0014 0.0 69.876 0.099 Vel = 2.01
I RR2 0.0 6.357 31 37.72 22.833 57.221
to 120.0 0.0 37.720 0.0
UG1 199.06 0.0014 0.0 60.553 0.085 Vel = 2.01
I UG1 0.0 8.249 F 10.571 248.875 57.306
to 120.0 2E 42.282 52.853 1.227
UG2 199.06 0.0004 0.0 301.728 0.120 Vel = 1.20
UG2 0.0 7.98 G 5.317 75.167 58.653 I to 140.0 0.0 5.317 0.0
FDC 199.06 0.0003 0.0 80.484 0.028 Vel = 1.28
FDC 250.00 7.98 T 46.522 10.208 58.681 Qa = 250
I to 140.0 0.0 46.522 0.0
UG3 449.06 0.0016 0.0 56.730 0.090 Vel = 2.88
UG3 0.0 11.65 3E 95.65 125.167 58.771
to 140.0 2T 141.704 283.408 0.0 I UG4 449.06 0.0002 3F 46.054 408.575 0.102 Vel = 1.35
UG4 0.0 11.65 3E 108.672 57.750 58.873
to 150.0 F 17.441 206.611 1.554 * * Fixed Loss = 4.153
I TEST 449.06 0.0002 T 80.498 264.361 0.059 Vel 1.35
Zaf 0.0
0.0
449.06 60.486 K Factor= 57.74
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name : Westin Hotel (Hotel 3) 4th Floor
Building
Location
System
Contract
Data File : Hotel 3-4th Floor—King Room.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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- - - - - = - - - - - - - Water Supply Curve C
Western Fire Protection Inc Page 1
Westin Hotel (Hotel 3) 4th Floor Date
City Water Supply: Demand:
Cl - Static Pressure : 63 Dl - Elevation : 15.592
C2 - Residual Pressure: 22 D2 - System Flow : 116.683
C2 - Residual Flow : 8000 D2 - System Pressure : 57.758
Hose ( Demand) :100
D3 - System Demand : 216.683
Safety Margin : 5.190
150
140
130
p120
R11°
E 100
s 9°
s 8°
u 7° T
:Z R6°
E 50 D3
40 - -
30 - - C2
:DI
10002000 3000 4000 5000 6000 7000 8000 9000
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - - - - - Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3) 4th Floor Date
Fitting Legend
Abbrev. Name 1/2 % 1 11/4 1V2 2 2h/ 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure I Flow Summary - STANDARD
Western Fire Protection Inc Page 3
Westin Hotel (Hotel 3) 4th Floor Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
Si 38.0 5.6 12.65 na 19.92 0.1 8 7.0
S2A 38.0 5.6 12.76 na 20.0 0.1 200 7.0
S213 38.0 5.6 14.71 na 21.48 0.1 150 7.0
S3 38.0 5.6 23.66 na 27.24 0.1 15 7.0
S4 38.0 5.6 25.08 na 28.04 0.1 144 7.0
39.0 12.55 na
A 39.0 13.9 na
B 39.0 16.08 na
3 39.0 25.02 na
400 39.0 26.52 na
401 39.0 26.57 na
403 39.0 26.59 na
404 39.0 27.29 na
405 39.0 27.67 na
406 39.0 27.84 na
407 39.0 29.14 na
TR4 39.0 33.56 na
BR413 34.042 37.91 na
408 39.0 35.95 na
HV3 47.792 32.21 na
H4 47.792 32.3 na
HV4 47.792 32.69 na
TS2 47.792 32.75 na
SPL2 -1.167 54.02 na
RR1 -1.167 54.09 na
RR2 -1.167 54.13 na
UG1 -1.167 54.16 na
UG2 -4.0 55.43 na
FDC -4.0 55.44 na 100.0
UG3 -4.0 55.47 na
UG4 -4.0 55.49 na
TEST 2.0 57.76 na
The maximum velocity is 20.69 and it occurs in the pipe between nodes B and 400
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
Westin Hotel (Hotel 3) 4th Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftng's Pe Pv ******* Notes
Point Qt P1/Ft Eqv. Ln. Total P1 Pn
I Si 19.92 1.101 E 3.825 1.000 12.653 K Factor = 5.60
to 150.0 0.0 3.825 -0.433
1 19.92 0.0676 0.0 4.825 0.326 Vel = 6.71
0.0
19.92 19.92 12.546 KFactor = 5.62
S2A 20.00 1.101 2E 7.65 6.000 . 12.755 K Factor = 5.60
150.0 T 9.563 17.212 -0.433
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A 20.0 0.0680 0.0 23.212 1.579 Vel = 6.74
0.0
20.00 13.901 K Factor = 5.36
1 S213 21.48 1.101 2E 7.65 6.000 14.711 KFactor = 5.60
to 150.0 T 9.563 17.212 -0.433
B 21.48 0.0776 0.0 23.212 1.802 Vel = 7.24
0.0
I 21.48 16.080 K Factor = 5.36
S3 27.24 1.101 E 3.825 1.500 23.661 K Factor = 5.60
to 150.0 T 9.563 13.387 -0.433 I3 27.24 0.1204 0.0 14.887 1.793 Vel = 9.18
0.0
27.24 25.021 K Factor = 5.45
S4 28.04 1.101 E 3.825 1.875 25.080 K Factor = 5.60
I to 150.0 T 9.563 13.387 -0.433
403 28.04 0.1272 0.0 15.262 1.941 Vel = 9.45
P
0.0
28.04 26.588 K Factor = 5.44
1 19.92 1.101 E 3.825 16.250 12.546
to 150.0 0.0 3.825 0.0
19.92 0.0675 0.0 20.075 1.355 Vel = 6.71
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A 20.00 1.101 0.0 8.917 13.901
to 150.0 0.0 0.0 0.0
39.92 0.2444 0.0 8.917 2.179 Vel = 13.45
P
B
B 21.48 1.101 T 9.563 9.708 16.080
to 150.0 0.0 9.562 0.0
400 61.4 0.5420 0.0 19.270 10.444 Vel = 20.69
P 0.0
61.40 26.524 K Factor= 11.92
3 27.24 1.101 T 9.563 3.292 25.021
150.0 0.0 9.562 0.0
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401 27.24 0.1205 0.0 12.854 1.549 Vel = 9.18
0.0
27.24 26.570 K Factor 5.28
P 400 61.40 2.635 0.0 6.000 26.524
to 150.0 0.0 0.0 0.0
401 61.4 0.0077 0.0 6.000 0.046 Vel = 3.61
401 27.24 2.635 0.0 1.167 26.570
P to 150.0 0.0 0.0 0.0
403 88.64 0.0154 0.0 1.167 0.018 Vel = 5.22
403 28.04 2.635 0.0 27.667 26.588
I to 150.0 0.0 0.0 0.0
404 116.68 0.0254 0.0 27.667 0.702 Vel = 6.86
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
Westin Hotel (Hotel 3) 4th Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I 404 0.0 2.635 0.0 10.000 27.290
to 120.0 0.0 0.0 0.0
405 116.68 0.0383 0.0 10.000 0.383 Vel = 6.86
405 0.0 2.635 0.0 6.500 27.673 I to 150.0 0.0 0.0 0.0
406 116.68 0.0254 0.0 6.500 0.165 Vel = 6.86
406 0.0 2.635 E 12.447 38.833 27.838
I to 150.0 0.0 12.446 0.0
407 116.68 0.0254 0.0 51.279 1.300 Vel = 6.86
407 0.0 2.635 41 49.787 74.667 29.138
I to 150.0 2T 49.787 99.576 0.0
TR4 116.68 0.0254 0.0 174.243 4.419 Vel = 6.86
TR4 0.0 2.635 E 12.447 6.000 33.557
to 150.0 T 24.894 80.904 2.147
I BR413 116.68 0.0254 B 14.521 86.904 2.204 Vel = 6.86
S 29.043
BR413 0.0 4.26 21 18.434 32.542 37.908
120.0 0.0 18.434 -2.147 I to
408 116.68 0.0037 0.0 50.976 0.188 Vel = 2.63
408 0.0 4.26 I 9.217 8.792 35.949
120.0 0.0 9.217 -3.808
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to
HV3 116.68 0.0037 0.0 18.009 0.067 Vel = 2.63
HV3 0.0 4.26 J 21.067 4.250 32.208
to 120.0 0.0 21.067 0.0
H4 116.68 0.0037 0.0 25.317 . 0.093 Vel = 2.63 I H4 0.0 4.26 I 9.217 73.833 32.301
to 120.0 J 21.067 30.284 0.0
HV4 116.68 0.0037 0.0 104.117 0.384 Vel = 2.63
I HV4 0.0 4.26 I 9.217 8.208 32.685
to 120.0 0.0 9.217 0.0
TS2 116.68 0.0037 0.0 17.425 0.065 Vel = 2.63
I TS2 0.0 6.357 31 37.72 58.125 32.750
to 120.0 J 31.433 69.153 21.204
SPL2 116.68 0.0005 0.0 127.278 0.067 Vel = 1.18
SPL2 0.0 6.357 51 62.867 72.667 54.021 I to 120.0 0.0 62.867 0.0
RRI 116.68 0.0005 0.0 135.534 0.071 Vel = 1.18
RR1 0.0 6.357 31 37.72 19.583 54.092
I to 120.0 B 12.573 50.293 0.0
RR2 116.68 0.0005 0.0 69.876 0.037 Vel= 1.18
RR2 0.0 6.357 31 37.72 22.833 54.129
to 120.0 0.0 37.720 0.0 I UG1 116.68 0.0005 0.0 60.553 0.032 Vel = 1.18
UG1 0.0 8.249 F 10.571 248.875 54.161
120.0 2E 42.282 52.853 1.227
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to
UG2 116.68 0.0001 0.0 301.728 0.044 Vel = 0.70
UG2 0.0 7.98 G 5.317 75.167 55.432
to 140.0 0.0 5.317 0.0
FDC 116.68 0.0001 0.0 80.484 0.011 Vel = 0.75
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 6
Westin Hotel (Hotel 3) 4th Floor Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I FDC 100.00 7.98 T 46.522 10.208 55.443 Qa = 100
to 140.0 0.0 46.522 0.0
UG3 216.68 0.0004 0.0 56.730 0.023 Vel = 1.39
I UG3 0.0 11.65 3E 95.65 125.167 55.466
to 140.0 2T 141.704 283.408 0.0
UG4 216.68 0.0001 3F 46.054 408.575 0.027 Vel = 0.65
UG4 0.0 11.65 3E 108.672 57.750 55.493 P to 150.0 F 17.441 206.611 2.250 * * Fixed Loss = 4.849
TEST 216.68 0.0001 T 80.498 264.361 0.015 Vel = 0.65
Zaf 0.0
I 0.0
216.68 57.758 K Factor = 28.51
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
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Job Name : Westin Hotel (Hotel 3) High Roof
Building
Location
System
Contract
Data File : Hotel 3_High Roof.WXF
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I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
City Water Supply:
Cl - Static Pressure : 63
C2 - Residual Pressure: 22
C2 - Residual Flow : 8000
Demand:
Dl - Elevation : 19.850
D2 - System Flow :158.004
D2 - System Pressure : 52.179
Hose ( Demand) :100
D3 - System Demand : 258.004
Safety Margin : 10.750
- - - - - - - M - - -
Water Supply Curve C
Western Fire Protection Inc Page 1
Westin Hotel (Hotel 3) High Roof Date
150
140
130
p120
R°
E10°
590
s 8°
U70
R 60 D2
E 50 -
40D3
30 - - C2
20
10
1000 2000 3000 4000 5000 6000 7000 8000 9000
FLOW( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - _ = - M M - - M M - M M - M - •—
Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel (Hotel 3) High Roof Date
Fitting Legend
Abbrev. Name % % 1 1'/4 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
I 90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
Western Fire Protection Inc
Westin Hotel (Hotel 3) High Roof
Node Elevation K-Fact Pt Pn Flow
No. Actual Actual
I Si 47.833 5.6 16.38 na 22.67
S2 47.833 5.6 16.23 na 22.56
S3 47.833 5.6 16.14 na 22.5 I S4 47.833 5.6 16.14 na 22.5
S5 47.833 5.6 16.17 na 22.52
S6 47.833 5.6 16.21 na 22.54
S7 47.833 5.6 16.45 na 22.71
55 47.833 22.36 na I 50 47.833 20.88 na
51 39.833 26.11 na
53 39.833 26.28 na
TRS 39.833 26.75 na I 54 46.167 24.04 na
BR5 43.333 29.01 na
BR4 34.042 33.08 na
I SPL
RR1
-1.167
-1.167
48.39
48.52
na
na
RR2 -1.167 48.58 na
UG1 -1.167 48.64 na
UG2 -4.0 49.94 na
FDC -4.0 49.96 na 100.0 I UG3 -4.0 49.99 na
UG4 -4.0 50.03 na
TEST 2.0 52.18 na
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I The maximum velocity is 8.83 and it occurs in the pipe between nodes 54 and BR5
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Density Area Press
0.1 225 7.0
0.1 225 7.0
0.1 225 7.0
0.1 225 7.0
0.1 225 7.0
0.1 225 7.0
0.1 225 7.0
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
I Westin Hotel (Hotel 3) High Roof Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I Si -50.23 2.703 I 9.325 12.500 16.383 K Factor = 5.60
to 120.0 0.0 9.325 0.0
S2 -50.23 -0.0071 0.0 21.825 -0.156 Vet = 2.81
S2 22.55 2.703 31 27.976 7.292 16.227 K Factor =5.60 I to 120.0 0.0 27.976 0.0
S3 -27.68 -0.0024 0.0 35.268 -0.083 Vel = 1.55
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to
22.51 2.703
120.0
0.0
0.0
8.000
0.0
1 6.144
0.0
K Factor 5.60
S4 -5.17 -0.0001 0.0 8.000 -0.001 Vel = 0.29
S4 22.50 2.703 21 18.651 9.000 16.143 K Factor = 5.60
120.0 0.0 18.651 0.0 I to
S5 17.33 0.0010 0.0 27.651 0.028 Vel = 0.97
S5 22.51 2.703 0.0 8.000 16.171 K Factor = 5.60
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to
S6 39.84
120.0
0.0046
0.0
0.0
0.0
8.000
0.0
0.037 Vet = 2.23
S6 22.55 2.703 21 18.651 4.417 16.208 K Factor = 5.60
to 120.0 0.0 18.651 0.0
S7 62.39 0.0106 0.0 23.068 0.245 Vet = 3.49 I S7 22.71 2.703 81 74.603 219.500 16.453 - K Factor 5.60
to 120.0 T 18.651 93.254 0.0
55 85.1 0.0189 0.0 312.754 5.904 Vet = 4.76
I 55 0.0 2.703 31 27.976 21.167 22.357
to 120.0 0.0 27.976 3.465
TR5 85.1 0.0189 0.0 49.143 0.928 Vet = 4.76
I 0.0
85.10 26.750 KFactor= 16.45
Si 72.90 2.703 III 102.579 214.833 16.383
120.0 0.0 102.579 0.0
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to
50 72.9 0.0142 0.0 317.412 4.500 Vet = 4.08
50 0.0 2.703 31 27.976 77.833 20.883
to 120.0 T 18.651 46.627 3.465
51 72.9 0.0142 0.0 124.460 1.764 Vet = 4.08 I 51 0.0 2.703 I 9.325 2.542 26.112
to 120.0 0.0 9.325 0.0 53 72.9 0.0142 0.0 11.867 0.169 Vet = 4.08
I 53 0.0 2.703 I 9.325 7.792 26.281
to 120.0 T 18.651 27.976 -2.743
54 72.9 0.0141 0.0 35.768 0.506 Vet = 4.08
I 0.0
72.90 24.044 K Factor = 14.87
TR5 85.10 2.703 0.0 2.000 26.750
120.0 0.0 0.0 -2.743 I to
54 85.1 0.0185 0.0 2.000 0.037 Vet = 4.76
54 72.90 2.703 E 9.325 2.500 24.044
120.0 T 18.651 60.615 1.227
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to
BR5 158.0 0.0593 B 10.88 63.115 3.744 Vet = 8.83
S 21.759
BR5 0.0 6.357 21 25.147 16.250 29.015
to 120.0 0.0 25.147 4.024 I BR4 158.0 0.0009 0.0 41.397 0.038 Vet = 1.60
I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
Westin Hotel (Hotel 3) High Roof Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I BR4 0.0 6.357 T 37.72 35.208 33.077
to 120.0 0.0 37.720 15.249
SPL 158.0 0.0009 0.0 72.928 0.067 Vel = 1.60
I SPL 0.0 6.357 51 62.867 72.667 48.393
to 120.0 0.0 62.867 0.0
RR1 158.0 0.0009 0.0 135.534 0.125 Vet = 1.60
RR1 0.0 6.357 31 37.72 19.583 48.518 I to 120.0 B 12.573 50.293 0.0
RR2 158.0 0.0009 0.0 69.876 0.064 Vel = 1.60
RR2 0.0 6.357 31 37.72 22.833 48.582
I to 120.0 0.0 37.720 0.0
UG1 158.0 0.0009 0.0 60.553 0.056 Vel = 1.60
UG1 0.0 8.249 F 10.571 248.875 48.638
to 120.0 2E 42.282 52.853 1.227 I UG2 158.0 0.0003 0.0 301.728 0.078 Vel = 0.95
UG2 0.0 7.98 G 5.317 75.167 49.943
to 140.0 0.0 5.317 0.0
I FDC 158.0 0.0002 0.0 80.484 0.019 Vel = 1.01
FDC 100.00 7.98 T 46.522 10.208 49.962 Qa = 100
to 140.0 0.0 46.522 0.0
UG3 258.0 0.0006 0.0 56.730 0.032 Vet = 1.66 I UG3 0.0 11.65 3E 95.65 125.167 49.994
to 140.0 2T 141.704 283.408 0.0
UG4 258.0 0.0001 3F 46.054 408.575 0.037 Vet = 0.78
I UG4 0.0 11.65 3E 108.672 57.750 50.031
to 150.0 F 17.441 206.611 2.127 **Fixed Loss 4.726
TEST 258.0 0.0001 T 80.498 264.361 0.021 Vet = 0.78
Zaf 0.0 I 0.0
258.00 52.179 KFactor= 35.72
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IComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Western Fire Protection Inc
13630 Danielson St
Lic # C16-588039
Poway, CA 92064
858-513-4949
Job Name Westin Hotel - Hose Valve
Building
Location
System
Contract
Data File : Hose Valve.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - - - - - 1=11 M =11 - - M _ - _ _ _
Water Supply Curve C
Western Fire Protection Inc Page
Westin Hotel - Hose Valve Date
City Water Supply: Demand:
Cl - Static Pressure : 151 Dl - Elevation : 22.431
C2 - Residual Pressure: 150 D2 - System Flow
C2 - Residual Flow : 1000 D2 - System Pressure : 139.791
Hose ( Demand) :1000
D3 - System Demand :1000
Safety Margin : 10.209
180
168
156
p144
R132 - D3
E120
5108
s 96
u84
R72
E6°
48
36
24
- ....I .........
12
I.I.I.... I ... .......... .. I
100 200 300 400 500 600 700 800 900
FLOW( N "1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
C2
- - - - - M - - - - M - Fittings Used Summary
Western Fire Protection Inc Page 2
Westin Hotel - Hose Valve Date
Fitting Legend
Abbrev. Name % % 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40
J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120
T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
Western Fire Protection Inc
Westin Hotel - Hose Valve
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
HV1 3.667 88.03 na 250.0
HV2 13.667 83.85 na 250.0
HI
H2
3.0
13.667
92.3
87.83
na
na
H3 47.792 75.45 na
HV3 47.792 87.6 na 250.0
H4 47.792 87.98 na
HV4
47.792 100.0 na 250.0
TS2 47.792 103.42 na
SPL2 -1.167 128.19 na
RR1 -1.167 131.98 na
RR2
-1.167 133.94 na
UG1 -1.167 135.63 na
UG2 -4.0 139.23 na
FDC -4.0 139.79 na
UG3
-4.0 139.79 na
UG4 -4.0 139.79 na
TEST 2.0 142.69 na
Page 3
Date
Density Area Press
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The maximum velocity is 22.51 and it occurs in the pipe between nodes HV4 and TS2
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 4
Westin Hotel - Hose Valve Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftngs Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I HV1 250.00 2.469 E 6.0 0.500 88.029 Qa = 250
to 120.0 T 12.0 18.000 0.289
Hi 250.0 0.2154 0.0 18.500 3.985 Vel = 16.75
0.0 I 250.00 92.303 K Factor= 26.02
HV2 250.00 2.469 E 6.0 0.500 83.850 Qa = 250
120.0 T 12.0 18.000 0.0
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H2 250.0 0.2154 0.0 18.500 3.985 Vel = 16.75
0.0
250.00 87.835 K Factor= 26.68
Hi 250.00 4.26 0.0 10.000 92.303 I to 120.0 0.0 0.0 -4.620
H2 250.0 0.0152 0.0 10.000 0.152 Vel = 5.63
H2 250.00 4.26 I 9.217 34.792 87.835
to I 120.0 0.0 9.217 -14.780
H3 500.0 0.0545 0.0 44.009 2.399 Vel = 11.25
H3 0.0 4.26 41 36.868 171.875 75.454
120.0 J 21.067 57.935 0.0 I to
H4 500.0 0.0545 0.0 229.810 12.528 Vel = 11.25
0.0
500.00 87.982 K Factor = 53.31
HV3 I 250.00 4.26 J 21.067 4.250 87.600 Qa = 250
to 120.0 0.0 21.067 0.0
H4 250.0 0.0151 0.0 25.317 0.382 Vel = 5.63
I H4 500.00 4.26 I 9.217 73.833 87.982
to - 120.0 J 21.067 30.284 0.0
HV4 750.0 0.1154 0.0 104.117 12.018 Vel = 16.88
HV4 250.00 4.26 I 9.217 8.208 100.000 Qa = 250
to U 120.0 0.0 9.217 0.0
TS2 1000.0 0.1966 0.0 17.425 3.425 Vel = 22.51
TS2 0.0 6.357 31 37.72 58.125 103.425
I to 120.0 J 31.433 69.153 21.204
SPL2 1000.0 0.0280 0.0 127.278 3.561 Vel = 10.11
SPL2 0.0 6.357 51 62.867 72.667 128.190
120.0 0.0 62.867 0.0 I to
RRi 1000.0 0.0280 0.0 135.534 3.792 Vel = 10.11
RR1 0.0 6.357 31 37.72 19.583 131.982
120.0 B 12.573 50.293 0.0
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RR2 1000.0 0.0280 0.0 69.876 1.955 Vel 10.11
RR2 0.0 6.357 31 37.72 22.833 133.937
to 120.0 0.0 37.720 0.0
UG1 1000.0 0.0280 0.0 60.553 1.694 Vel = 10.11
I UG1 0.0 8.249 F 10.571 248.875 135.631
to 120.0 2E 42.282 52.853 1.227
UG2 1000.0 0.0079 0.0 301,728 2.373 Vel = 6.00
UG2 I 0.0 7.98 G 5.317 75.167 139.231
to 140.0 0.0 5.317. 0.0
FDC 1000.0 0.0070 0.0 80.484 0.560 Vel = 6.41
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I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Western Fire Protection Inc Page 5
Westin Hotel - Hose Valve Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
I FDC -1000.00 7.98 T 46.522 10.208 139.791
to 140.0 0.0 46.522 0.0
UG3 0.0 0.0 0.0 56.730 0.0 Vel = 0
UG3 0.0 11.65 3E 95.65 125.167 139.791 I to 140.0 2T 141.704 283.408 0.0
UG4 0.0 0.0 3F 46.054 408.575 0.0 Vel = 0
UG4 0.0 11.65 3E 108.672 57.750 139.791 I to 150.0 F 17.441 206.611 2.901 * * Fixed Loss = 5.5
TEST 0.0 0.0 T 80.498 264.361 0.0 Vel = 0
Zaf 0.0
I 0.0
0.0 142.692 K Factor = 0
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I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087