HomeMy WebLinkAbout7104 KINGFISHER LN; ; AS010176; Permit11/3/21, 3:47 PM AS010176 Permit Data
City of Carlsbad
Sprinkler Permit
7104 KINGFISHER
Job Address:
LN
Permit Type: SPRINK
Parcel No:
Lot #: 0
Reference No.:
PC #:
Permit No: AS010176
Status: ISSUED
Applied 9/18/2001
Approved: 10/16/2001
Issued: 10/16/2001
Inspector:
Project Title: AVIARA TIME SHARES -PH 5
Applicant: Owner:
Fees ($) Add'l Fees ($) Total ($) Balance ($)
486.5 0 486.5 0
1/1
:T7THU 15:03 CARLSBAD FIRE DEPT FAX NO. 6199290256 P.03
/ Carlsbad Fire Department 1
I
Fire Protection System Application
t Information Fee
Check or fill in pertinent information for type of permit you are submitting.
I
/ AS - Automatic Sprinklers 2.
f Commercial Residential .j i '? (Z,
Tenant Improvement -
New Construction
-1- (•••
Number of heads per system
/> 131
It System # 1 0 ','- Heads J System # 9 c' Heads_..
4-8
System # '01 Heads --a-ce System # Heads co 9 4P
System# IOZ Heads 6- System # Heads.
FA Fire Alarm Number of devices _______ V
FS - Fixed Systems - Circle One
Hood and Duct, Halon, Special Chemical Agent, Standpipe, -------------- Spray Booth, or Appliance .
There may be an additional charge of $40.00 per 1/2 hour for failed inspections.
Total Amount of Fees Paid
B. Address of job siteL
Suite #
'- I I - -U
Ar,
I'
7Io4,.- I,O, 1 I2Z J (7J3,i341h(4O
e'i UO/ J CI235j'
loll \
50
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- Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON ORAD
SAN DIEGO CA 92123
858-279-6122
Job Name : VILLA 4 HEAD CALC. A
Building : 51.52.53.54.55,56 and 57
Location 7VILLA!S @ KINGFISHER LANE
System
Contract
Data File : A-VILLA.WXF
Computer Programs by 1-lydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 2
VILLA 4 HEAD CALC. A Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - VILLA 4 HEAD CALC. A Date - 9-6-2001
Location - 7VILLA'S @ KINGFISHER LANE
Building - 51.5253.54.55.56 and 57 System No. -
Contractor - ROEL CONSTRUCTION CO. Contract No. -
Calculated By - R. W Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES
OCCUPANCY - VILLA STYLE TIME SHARE UNITS -
Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D
Number of Sprinklers Flowing: ( )1 ( )2 (X)4
)Othe SEE CALC.'S B~TH~RU~EFOR SINGLE
~
HEA
~
DCAL~C'S
)Specific Ruling ade Date
Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 16.4 Psi (i (X) Wet ( ) Dry
MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction
Domestic Flow Added - NONE Gpm Sprinkler or Nozzle
Additional Flow Added - NONE Gpm Make CENTRAL Model OPTIMA
Elevation at Highest Outlet - 30.50Feet Size 7/16 K-Factor 4.2
Note: Temperature Rating 155
Calculation Gpm Required 68.2 Psi Required 108.763 at test
Summary C-Factor Used: Overhead 150 Underground 150
S
Y
S
T
E
M
D
E
S
I
G
N
W Water Flow Test:
A Date of Test - 10-10-95
T Time of Test -
E Static (Psi) - 118.86
R Residual (Psi) - 114.36
Flow (Gpm) - 1257
S Elevation - 0
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
@ Psi Elev.
Elev. 0
Other Well
Proof Flow Gpm
5 i '
P Location: FOUR SEASONS POINT - SEE BREAKDOWN ON SITE PLAN
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CHMIDT FIRE PROTECTION
VILLA 4 HEAD CALC. A
City Water Supply:
Cl-Static Pressure: 118.86 PSI
C2-Residual Pressure: 114.36 PSI
C2-Residual Flow: 1257 GPM
Page 3
Date
Pump Data:
- -
1.OfI. iZ' Di-Elevation: 12.560 PSI
D2-System Flow:68.2 GPM
D2-System Pressure:108.763 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ) :0 GPM
Safety Margin: 10.077 PSI
I
/ 7
-
)2
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N A 1.85
omputer rograms by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 4
VILLA 4 HEAD CALC. A Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Added Req. Req.
17 .1 170 7
15.21 .1 130 7
17.42 .1 130 7
18.57 .1 130 7
1 29 4.2 16.38 na
2 29 4.2 13.11 na
3 30.5 17.07 na
4 28 4.2 17.2 na
5 30.5 18.71 na
7 29 4.2 19.56 na
6 30.5 23.65 na
8 30.5 24.02 na
6 30.5 23.65 na
10 30.5 31.87 na
9 30.5 64.9 na
11 8.5 80.63 na
12 3 90.32 na
13 0 92.38 na
BKF1 0 97.91 na
BKF2 0 105.77 na
SRC 0 108.76 na
The maximum velocity is 16.72 and it occurs in the pipe between nodes 5 and 6
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 5
VILLA 4 HEAD CALC. A Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt PfIUL Eqv. Ln. Total Pf Pn
1 17.00 1.101 26.500 16.383 K Factor = 4.2
to 150 -0.650
3 17.00 0.0504 26.500 1.335 Vel = 5.729
17.00 17.068 K Factor = 4.11
2 15.21 .874 36.500 13.112 K Factor = 4.2
to 150 -0.650
3 15.21 0.1262 36.500 4.607 Vel = 8.134
3 17.00 1.101 10.000 17.068
to 150
5 32.21 0.1643 10.000 1.643 Vel = 10.854
32.21 18.711 K Factor = 7.45
4 17.42 .874 16.000 17.199 K Factor = 4.2
to 150 -1.083
5 17.42 0.1623 16.000 2.596 Vel = 9.316
5 32.21 1.101 13.500 18.711
to 150
6 49.63 0.3656 13.500 4.935 Vel = 16.725
49.63 23.646 K Factor = 10.21
7 18.57 .874 28.000 19.556 K Factor = 4.2
to 150 -0.650
8 18.57 0.1826 28.000 5.113 Vel = 9.931
18.57 24.019 K Factor = 3.79
6 17.57 1.101 7.000 23.646
to 150
8 17.57 0.0536 7.000 0.375 Vel = 5.921
8 18.58 1.101 201.000 24.021
to 150
9 36.15 0.2034 201.000 40.885 Vel = 12.182
36.15 64.906 K Factor = 4.49
6 32.05 1.101 50.500 23.646
to 150
10 32.05 0.1628 50.500 8.221 Vel = 10.800
10 1.101 241.000 31.868
to 150 9.528
11 32.05 0.1628 241.000 39.234 Vel = 10.800
32.05 80.630 K Factor = 3.57
9 36.15 1.101 30.500 64.902
to 150 9.528
11 36.15 0.2034 30.500 6.204 Vel = 12.182
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 6
VILLA 4 HEAD CALC. A Date
Hyd, Qa Dia. Fitting Pipe Pt Pt
Rf. "C" or Ftng's Pe Pv Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
11 32.05 1.394 35.000 80.634
to 150 2.382
12 68.20 0.2086 35.000 7.301 Vel = 14.337
12 2.067 2E 5.000 6.500 90.316
to 120 10.000 1.299
13 68.20 0.0463 16.500 0.764 Vel = 6.521
(i'\ 2.0 03 155.000 92.379
g) 150
BKF1 68.20 0.0357 155.000 5.534 Vel = 6.944
• BKF1 2.067 1E 5.000 3.500 97.913
to 120 iT 10.000 15.000 7.000 Fixed loss = 7
BKF2 68.20 0.0463 18.500 0.856 Vel = 6.521
BKF2 1.959 iT 11.635 45.000 105.769
to 150 3E 5.818 30.250
SRC 68.20 0.0398 1G 1.164 75.250 2.993 Vel = 7.259
68.20 108.762 K Factor = 6.54
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Cn nc) F '~5
- Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON ORAD
SAN DIEGO CA 92123
858-279-6122
Job Name : VILLA 1 HEAD CALC. B
Building
Location
System
Contract
Data File : B-VILLA.WXF
Jdm? 4t1_ 44'
1#4 rL
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CHMIDT FIRE PROTECTION
'ILIA 1 HEAD CALC. B
City Water Supply:
Cl-Static Pressure: 118.86 PSI
C2-Residual Pressure: 114.36 PSI
C2-Residual Flow: 1257 GPM
Page 2
Date
Pump Data:
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
40
30
20
10
I
-
- Di-Elevation: 12.560 PSI
D2-System Flow:24 GPM
D2-System Pressure: 74.647 PSI
Hose ( Adj City ):0 GPM
Hose C Demand ) :0 GPM
Safety Margin: 44.210 PSI
-
- -
c2
200 400 600 800 1000 1200 1400 1600 1800
FLOW (N ^ 1.85)
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCH}'IIDT FIRE PROTECTION Page 3
VILLA 1 HEAD CALC. B Date
Node Elevation K-Fact Pt Pa Flow Density Area Density
NO. Actual Actual Added Actual Deviation
1 29 4.2 32.65 na 24 0.1 240 0 %
3 30.5 42.72 na
5 30.5 43.67 na
6 30.5 44.96 na
8 30.5 45.16 na
6 30.5 44.96 na
10 30.5 46.16 na
9 30.5 51.02 na
11 8.5 61.44 na
12 3 64.88 na
13 0 66.29 na
BKF1 0 67.09 na
BKF2 0 74.21 na
SRC 0 74.65 na
The maximum velocity is 12.83 and it occurs in the pipe between nodes 1 and 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 4
VILLA 1 HEAD CALC. B 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
1 24.00 .874 36.500 32.653 K Factor = 4.2
to 150 -0.650
3 24.00 0.2935 - 36.500 10.713 Vel = 12.834
3 1.101 10.000 42.716
to 150
5 24.00 0.0953 10.000 0.953 Vel = 8.088
5 1.101 13.500 43.669
to 150
6 24.00 0.0953 13.500 1.287 Vel = 8.088
6 -11.35 1.101 7.000 44.956
to 150
8 12.65 0.0291 7.000 0.204 Vel = 4.263
8 1.101 201.000 45.160
to 150
9 12.65 0.0292 201.000 5.860 Vel = 4.263
12.65 51.020 K Factor = 1.77
6 11.35 1.101 50.500 44.956
to 150
10 11.35 0.0239 50.500 1.205 Vel = 3.825
10 1.101 241.000 46.161
to 150 9.528
11 11.35 0.0239 241.000 5.749 Vel = 3.825
11.35 61.438 K Factor = 1.45
9 12.65 1.101 30.500 51.021
to 150 9.528
11 12.65 0.0291 30.500 0.889 Vel = 4.263
11 11.35 1.394 35.000 61.438
to 150 2.382
12 24.00 0.0302 35.000 1.057 Vel = 5.045
12 2.067 2E 5.000 6.500 64.878
to 120 10.000 1.299
13 24.00 0.0067 16.500 0.111 Vel = 2.295
(0
2.003 155.000 66.288
150
BKF1 24.00 0.0052 155.000 0.802 Vel 2.444
BKF1 2.067 1E 5.000 3.500 67.089
to 120 iT 10.000 15.000 7.000 Fixed loss = 7
BKF2 24.00 0.0067 18.500 0.124 Vel = 2.295
BKF2 1.959 iT 11.635 45.000 74.213
to 150 3E 5.818 30.250
SRC 24.00 0.0058 1G 1.164 75.250 0.434 Vel = 2.555
24.00 74.647 K Factor = 2.78
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- - Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON ORAD
SAN DIEGO CA 92123
858-279-6122
Job Name : VILLA 1 HEAD CALC. C
Building
Location
System
Contract
Data File : C-VILLA.WXF
a 2 to " s 4
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CHMIDT FIRE PROTECTION Page 2
i. £Jtt .L £iC1-W
City Water Supply: Pump Data:
Cl-Static Pressure: 118.86 PSI
C2-Residual Pressure: 114.36 PSI
C2-Residual Flow: 1257 GPM
150
140
130
P 120
R110
- Di-Elevation: 12.560 PSI
D2-System Flow:18 GPM
D2-System Pressure: 51.103 PSI
Hose ( Adj City ) :0 GPM
Hose ( Demand ) :0 GPM
Safety Margin; 67.755 PSI
-
=
-
E 100
S 90
80
U 70
R 60
E
-I '2
50
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHMIDT FIRE PROTECTION Page 3
VILLA ,1 HEAD CALC. C Date
Node Elevation K-Fact Pt Pn Flow Density Area Density
No. Actual ActualAdded Actual Deviation
2 29 4.2 18.37 na 18 0.1 180 0 %
3 30.5 24.01 na
5 30.5 24.57 na
6 30.5 25.33 na
8 30.5 25.44 na
6 30.5 25.33 na
10 30.5 26.03 na
9 30.5 28.89 na
11 8.5 38.94 na
12 3 41.94 na
13 0 43.3 na
BKF1 0 43.78 na
BKF2 0 50.85 na
SRC 0 51.1 na
The maximum velocity is 9.63 and it occurs in the pipe between nodes 2 and 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHI'4IDT FIRE PROTECTION Page 4
VILLA 1 HEAD CALC. C 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
2 18.00 .874 36.500 18.367 K Factor = 4.2
to 150 -0.650
3 18.00 0.1724 36.500 6.292 Vel = 9.626
3 1.101 10.000 24.009
to 150
5 18.00 0.0560 10.000 0.560 Vel = 6.066
5 1.101 13.500 24.569
to 150
6 18.00 0.0560 13.500 0.756 Vel = 6.066
6 -8.51 1.101 7.000 25.325
to 150
8 9.49 0.0171 7.000 0.120 Vel = 3.198
8 1.101 201.000 25.445
to 150
9 9.49 0.0171 201.000 3.444 Vel = 3.198
9.49 28.889 K Factor = 1.77
6 8.51 1.101 50.500 25.325
to 150
10 8.51 0.0140 50.500 0.707 Vel = 2.868
10 1.101 241.000 26.033
to 150 9.528
11 8.51 0.0140 241.000 3.375 Vel = 2.868
8.51 38.936 K Factor = 1.36
9 9.49 1.101 30.500 28.887
to 150 9.528
11 9.49 0.0171 30.500 0.523 Vel = 3.198
11 8.51 1.394 35.000 38.937
to 150 2.382
12 18.00 0.0177 35.000 0.621 Vel = 3.784
12 2.067 2E 5.000 6.500 41.940
to 120 10.000 1.299
13 18.00 0.0039 16.500 0.065 Vel = 1.721
13 2.003 155.000 43.305
150
BKF1 18.00 0.0030 155.000 0.471 Vel = 1.833
BKF1 2.067 1E 5.000 3.500 43.775
to 120 iT 10.000 15.000 7.000 Fixed loss = 7
BKF2 18.00 0.0039 18.500 0.073 Vel = 1.721
BKF2 1.959 iT 11.635 45.000 50.848
to 150 3E 5.818 30.250
SRC 18.00 0.0034 iG 1.164 75.250 0.255 Vel = 1.916
18.00 51.103 K Factor = 2.52
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON ORAD
SAN DIEGO CA 92123
858-279-6122
Job Name : VILLA 1 HEAD CALC. D
Building
Location
System
Contract
Data File : D-VILLA.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CI-IMIDT FIRE PROTECTION Page 2
TTT\ 1 1-T?7Xr ('?T (' fl Date
City Water Supply: Pump Data:
Cl-Static Pressure: 118.86 PSI
C2-Residual Pressure: 114.36 PSI
C2-Residual Flow: 1257 GPM
150
140
130
R
- Di-Elevation: 12.127 PSI
D2-System Flow:18.02 GPM
D2-System Pressure: 46.635 PSI
Hose ( Adj City ) :0 GPM
Hose ( Demand ) :0 GPM
Safety Margin: 72.223 PSI
-
- -
P 120
110
S
E 100
90
U
80
70
E -a--
R60
50
4 1 40
30
20
10 --
_____
200 400 600 800 1000 1200 1400 1600 1800
FLOW (NA 1.85)
omputerPrograms by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHNIDT FIRE PROTECTION Page 3
VILLA 1 HEAD CALC. D Date
,Node Elevation K-Fact Pt Pa Flow Density Area Press
No. Actual Actual Added Req. Req.
4 28 4.2 18.42 na 18.03 .10 180.25 7
5 30.5 20.1 na
6 30.5 20.85 na
8 30.5 20.97 na
6 30.5 20.85 na
10 30.5 21.56 na
9 30.5 24.42 na
11 8.5 34.47 na
12 3 37.47 na
13 0 38.84 na
BKF1 0 39.31 na
SKF2 0 46.38 na
SRC 0 46.63 na
The maximum velocity is 9.63 and it occurs in the pipe between nodes 4 and 5
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SCHNIDT FIRE PROTECTION Page 4
VILLA 1 HEAD CALC. D Date
Hd. Qa Dia. Fitting Pipe Pt Pt
Ref. licit or Ftng's Pe Pv ******* Notes
Point Qt Pf/UL Egv. Ln. Total Pf Pn
4 18.01 .874 16.000 18.418 K Factor = 4.2
to 150 -1.083
5 18.01 0.1726 16.000 2.761 Vel = 9.631
5 1.101 13.500 20.095
to 150
6 18.01 0.0561 13.500 0.757 Vel = 6.069
6 -8.51 1.101 7.000 20.852
to 150
8 9.50 0.0171 7.000 0.120 Vel = 3.201
8 -0.01 1.101 201.000 20.972
to 150
9 9.49 0.0171 201.000 3.444 Vel = 3.198
9.49 24.416 K Factor = 1.92
6 8.52 1.101 50.500 20.852
to 150
10 8.52 0.0140 50.500 0.709 Vel = 2.871
10 -0.01 1.101 241.000 21.561
to 150 9.528
11 8.51 0.0140 241.000 3.375 Vel = 2.868
8.51 34.464 K Factor = 1.45
9 9.50 1.101 30.500 24.416
to 150 9.528
11 9.50 0.0172 30.500 0.524 --Vel = 3.201
11 8.51 1.394 35.000 34.467
to 150 2.382
12 18.01 0.0178 35.000 0.622 Vel = 3.786
12 0.01 2.067 2E 5.000 6.500 37.471
to 120 10.000 1.299
13 18.02 0.0039 16.500 0.065 Vel = 1.723
003 155.000 38.835
150
BKF1 18.02 0.0030 155.000 0.472 Vel = 1.835
BKF1 2.067 15 5.000 3.500 39.307
to 120 IT 10.000 15.000 7.000 Fixed loss 3 7
BKF2 18.02 0.0039 18.500 0.073 Vel = 1.723
BKF2 1.959 IT 11.635 45.000 46.380
to 150 35 5.818 30.250
SRC 18.02 0.0034 1G 1.164 75.250 0.255 Vel = 1.918
18.02 46.635 K Factor = 2.64
Computer Programs by Hydratec Inc. Route lii Windham N.H. USA 03087
II
W~.
O/2353
- - Fire Protection by Computer Design
SCHMIDT FIRE PROTECTION
4760 MURPHY CANYON ORAD
SAN DIEGO CA 92123
858-279-6122
Job Name VILLA 1 HEAD CALC. E
Building
Location
System
Contract
Data File : E-VILLA.WXF
9-1001*0 1 *7
I I:) % -4 0*06- T atkol
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CHMIDT FIRE PROTECTION
ILLA 1 HEAD CALC. E
City Water Supply:
Cl-Static Pressure: 118.86 PSI
C2-Residual Pressure: 114.36 PSI
C2-Residual Flow: 1257 GPM
Page 2
Date
Pump Data:
•
-
- Dl-Elevation: 12.560 PSI
D2-System Flow:18.02 GPM
D2-System Pressure: 57.300 PSI
Hose ( Adj City ) :0 GPM
Hose ( Demand ) :0 GPM
Safety Margin: 61.558 PSI
-
- -
-
-
p _
-
_____ I •....... I I ........ I,,,, _______________
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85
omputer Programs by H atec Inc. Route ill Windham N.H. USA 03087
SCH?YIIDT FIRE PROTECTION Page 3
VILLA 1 HEAD CALC. E Date
Node Elevation K-Fact Pt Pn Flow Density Area Density
No. Actual Actual Added Actual Deviation
0.1 180.25 0 % 7 29 4.2 18.42 na 18.03
8 30.5 22.61 na
6 30.5 35.6 na
10 30.5 35.6 na
9 30.5 33.89 na
11 8.5 45.13 na
12 3 48.14 na
13 0 49.5 na
BKF1 0 49.97 na
BKF2 0 57.05 na
SRC 0 57.3 na
The maximum velocity is 9.64 and it occurs in the pipe between nodes 7 and 8
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SC}MIDT FIRE PROTECTION Page 4
I7ILLA 1 HEAD CALC. E Date I
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Fe Pv Notes
Point Qt Pf/UL Egv. Ln. Total Pf Pn
7 18.02 .874 28.000 18.418 K Factor = 4.2
to 150 -0.650
8 18.02 0.1727 28.000 4.836 Vel = 9.637
8 1.101 201.000 22.608
to 150
9 18.02 0.0561 201.000 11.277 Vel = 6.073
18.02 33.885 K Factor 3.10
6 0 1.101 50.500 35.603 0
to 150 0
10 0 0 50.500 0 0 Vel = 0
10 0 1.101 241.000 35.603 0
to 150 9.528 0
11 0 0 241.000 0 0 Vel = 0
45.131 K Factor =
9 18.02 1.101 30.500 33.891
to 150 9.528
11 18.02 0.0561 30.500 1.711 Vel = 6.073
11 1.394 35.000 45.131
to 150 2.382
12 18.02 0.0178 35.000 0.622 Vel = 3.788
12 2.067 2E 5.000 6.500 48.136
to 120 10.000 1.299
13 18.02 0.0039 16.500 0.065 Vel = 1.723
13 003 155.000 49.500
150 -
BKF1 18.02 0.0030 155.000 0.472 Vel = 1.835
BKF1 2.067 1E 5.000 3.500 49.972 .
to 120 iT 10.000 15.000 7.000 Fixed loss = 7
BKF2 18.02 0.0039 18.500 0.073 Vel = 1.723
BKF2 1.959 iT 11.635 45.000 57.045
to 150 3E 5.818 30.250
SRC 18.02 0.0034 1G 1.164 75.250 0.255 Vel = 1.918
18.02 57.300 K Factor = 2.38
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087