05-0750 1st Fl Hyd Info 120408I~v' 7C~~
Knight Fire Protection inch" - ~~ '~ ~ J CI Page 1
Tahoma Terra Fairvfy-1st Floorl ~' Dte '11.06.08
HYDRA~I,IC DESIGN 1nFORi~'lAT1ON s~~LDT
Name - Tahoma Terra Fairway Date - 11-06-OS
Location - Yelm, Washington
Building - System No. -
Gontractor - Rainer General Development Contract No. - 08-109
Calculated By - S. Neely Drawing No. - Sheet 1 of 2
Construction: ( ) Combustible { } Non-Combustible Ceiling Height 9'-0"
OCCUPANCY -
S Type of Ca' cailation: ; ) NFPA 1.3 residential (X) NFE=A a.3r ', NFPA 13D
Y Number of Sprinklers Flowing: ; jl )2 (X)4 { )
S { )Other
T ( )Specific Ruling Made by Date
E
Listed Prey, at Start Point - 10.7 Psi (X) Wet
[1 MAXIMUdMFLISTED SPACINGoint - 17 Gpm System Type
( } Dry
18 x 18 { } Deluge ( ) PreAction
E Domestic Elow Added - Gpm Sprinkler or Nozzle
S Additional E'low Added - Gpm Make VK936 Model Viking
I Elevation at Highest Outlet - 9'-0"Feet Size I/2" K-Factor 5.2
G Note: Temperature Rating 155
N
Calculation Gpm Required 66.95 Psi Required 92.27 At Test
Summary C-Factor Used: Overhead 150 l3nderground 150
W Water Flow Test: Pump Data: Tank or Reseraoiz:
A Bate of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi} - 57 Elev.
R Residual (Psi} - 53 Other Well
Flow {Gpm) - 1160 Proof Flow Gpm
S Elevation - 0
P Location:
P
L Source of Information: City Of Yelm
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Pressure 1 Flow Summary -STANDARD
Knight Fire Protection Inc. Page 4
Tahama Terra Fain~ay-1st Floor Date 11-p6-fl8
Node elevation K-Fact Pt Pn Flow Density Area Press
ND. Actual _ Actual. Req .............
0}1 8.5 5.2 7.2 na 13.95 0.052 256 7.2
D2 8.5 5.2 10.7 na 17.01 0.052 324 10.7
D3 8.5 5.2 7.2 na 13.95 0.052 25G 7.2
CJ4 8.5 5.2 10.7 na 17.01 0.052 324 10,7
1 9.0 K = K @ H2 14.76 na 17.01
2 9.0 K = K @ H4 15.36 na 17.28
4 9.0 K=K@H1 15.44 na 16.42
5 9.0 K = K @ N3 15.72 na 16.23
3 9.0 18.22 na
6 9.0 18.67 na
11 9.0 29.14 na
12 9.0 29.74 na
13 9.0 29.78 na
14 9.0 3005 na
15 1.0 40.35 na
16 -3.0 42.22 na
17 -3.0 42.27 na
TESL -3.0 42.27 na
The maximum velocity is 11.56 and it occurs in the pipe between nodes 2 and 3
Computer Programs by Hydratec Inc. Route 111 Windham N.Ff, U5A D3D87
Final Calculations -Hazen-Williams
Knight Fire Protection Inc. Page 5
Tahama Terra Fairway-1st Floor Date 11-06-D8
Hyd. Qa Ilia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ~~~~"~~~ Notes ~~`~*"~"
Point Qt PfIFt ~qv. Ln. Total Pf Pn
D1 13.95 1.101 1N 7.D 0.500 7.200 K Factor = 5.2D
to 150.0 0.0 7.D00 3.681
I-i1 13.95 0.0351 {}.0 7.500 0.263 Vel = 4.70
0.0
___.
13.95
_-
11.144
K Factor = 4.18
D2 17.09 1.101 1 N 7.0 0.500 '10.700 K Factor = 5.20
to 150.0 0.0 7.OD0 3.681
H2 17.01 0.0505 O.f1 7.500 0.379 Vel = 5.73
D.0
__ 17.fl1
__.
.
.
.
__ 14.760 K Factor = 4.43
D3 13.95 1
_
'1
01 1 N 7 0 4,500 7.200 K Factor = 5.20
to 150.0 1 T 9.563 16.562 3.681
H3 13.95 0.03501 O.D 21.062 0.737 Vel = 4.70
0.0
___ __ ~i 3.95
_ _ ~11.6'i 8 K Factor = 4.09
D4 17.01 1.101 1 T 9.563 0.500 10.700 K Factor = 5.20
to 150.0 0.0 9.562 3.681
H4 17.01 fl.fl505 0.0 10.062 0.508 Vel = 5.73
O.D
17.01 14.889 K Factor = 4.41
1 17.01 1.101 0.0 12.000 14.760 K Factor @ node H2
to 150.0 0.0 0.0 0.0
2 17.D1 D.0504 0.0 12.Of30 0.605 Vel = 5.73
2 17.28 1.101 1 O 5.0 10.500 15.365 K Factor @ node H4
to 150.0 0.0 5.000 O. D
3 34.29
__ _ _ 0.1845
_ __ D.0 15.500 2.859 Vel W 11.56
0.0
34.29 18.224 K Factor = 8.03
4 16.42 1.101 0.0 6.D00 15.441 K Factor @ node H1
to 150.0 0.0 D. D D.0
5 16.42 0.0473 0.0 6.D00 fl_284 Vel = 5.53
5 16.24 1.101 10 5.0 12.500 15.725 K Factor @ node H3
to 150.0 0.0 5.000 0.0
6
_.. 32.66
_.........
... 0.1686
._ ........ .........
..._ ..... D.0
.. _... .... _. 17.50fl 2.950
_............ Vel = 11.01
.. _...
D.O
__ .
32.66
18.675
K Factor = 7.56
3 34.29 1.598 O.D 15.000 18.224
to 150.0 0.0 0.0 0.0
6 34.29 0.0301 0.0 15.000 0.451 Vel = 5.49
_. .
6 32.66 1.598 1 N 9.0 92.000 18.675
to 150.0 0.0 9.DOD 0.0
11 66.95 0.1036 0.0 '101.(300 10.468 Vel = 10.71
11 D.0 2.003 1 N 11.0 6.250 29.143
to 150.0 0.0 11.000 0.0
12
__ 66.95 0.0345 0.0 17.250 0.595 Vel = 5.82
12 D.0 2.OD3 0.0 1.250 29.738
to 150.0 O.D 0.0 0.0
13 66.95 0.0344 O.D 1.250 0.043 Vel = 6.82
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA fl3087
Final Calculations -Hazen-Williams
Knight Fire Protection Inc. Page 6
Tahoma Terra Fainrday-1st Floor Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Fkng's Pe PV "*"*~** Notes *"~`~`~*
Point Qt Pf/Ft Ec{v. Ln. Tota! Pf Pn
13 O.fl 2.209 1 E 6.91 1.500 29.781
to 120.0 0.0 6.910 0.0
14 66.95 0.0323 0.0 8.410 0.272 Vel = 5.60
__ __
0.0
66.95 30.053 K Factor = 12.21
14 66.95 2.209 1 N 11.0 8.fl00 30.053
to 120.0 1Zik 0.0 11,000 9.680 * Fixed loss = 6.215
15
______ _ 66.95
___ 0.0324 0.0 19.000 0.615 Vel = 5.60
0.0
__ .
66.g5
40.348
K Factor = 10.54
15 66.95 2.003 0.0 4.000 40.348
to 150.0 0.0 0.0 1.732
16 66.95 0.0345 0.0 4.000 0.138 Vel = 6,82
16 0.0 4.1 0.0 45.000 42.218
to 140.0 0.0 0.0 0.0
17 66.95 0.0012 0.0 45.fl00 0.054 Vel = 1.63
17 0.0 8.27 1 G 6.326 30.000 42.272
to 14fl.0 0.0 6.326 O.fl
TEST 66.95 0.0
__ 0.0 36.326 0.001 Vel ~ 0.40
__ __ _ ..
o.a
66,g5 42.273 K Factor = 10.30
__
Computer Programs by Hydra#ec Inc. Route 111 Windham N.H. U5A 03087