05-0750 2nd Fl Hyd Info 120408~~
Knight Fire Protection J~ ~
-fahoma terra Fairw~`2nd Fioor Upper Career ` J ~~~~~~
Page 7
Date 11-06-08
Name - Tahoma Terra Fairway Date - =.1-06-08
Location - Yelm, Washington
Building - System No. -
Contractor - Rainer General Development Contract No. - 08-1p9
Calculated By - S. Neely Drawing No. - Sheet 2 of 2
Construction: { ) Combustible ( } Non-Combustib.l.e Ceiling Height 9'-0"
OCCUPANCY -
S Type of Calculation: ( )NFPA i3 Residential (X}NFPA 13R ( )NFPA 13D
Y Number of Sprinklers glowing: ( }1 ( )2 (X)9 { )
S ( )Other
I' ( )Specific Ruling Matt e by Date
E
M Listed Flow at Start Point - 17 -Gpm- System Type
Listed Pres. at Start Point - 10.7 Psi (X) Wet { ) Dry
D MAXSMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction
E Domestic Flow Added - Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VK936 Model Viking
T Elevation at Highest Outlet - 19'-0"Feet Size 1/2" K-Factor 5.2
G Note: Temperature Rating 155
N
Calculation Gpm Required 56.48 Psi Required 45.3° At 'l'est
Summary C-Factor Used: Overhead 150 Underground 150
W Water. F`.low Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi} - 57 Elev.
R Residual (Psi) - 53 tither Weli
Flow (Gpm) - 1160 Proof Flow Gpm
S Elevation - Q
P Location:
P
L Source of Information: City Of Ye1.m
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Pressure 1 flow Summary -STANDARD
Knight Fire Protection Inc.
Tahoma Terra Fain~ray-2nd Floor Upper Corner
Page 4
Date 11-OE-fl8
Node
No.
...............
D1
D2
D3
D4
1
2
4
5
3
6
9
10
11
12
13
14
15
16
17
TEST
Elevation K-Fact Pt Pn
....
. Actua€
1s.s 5.2 7.z na
18.5 5.2 7.2 na
18.5 5.2 7.2 na
18.5 5.2 7.2 na
19.0 K=K@H2 15.95 na
19.0 K = K @ H4 16.36 na
19.0 K=K@H1 15.69 na
19.0 K = K @ H3 15.95 na
19.0 19.86 na
19.0 20.13 na
19.0 27.17 na
9.0 32.03 na
9.0 32.67 na
9.0 33.11 na
9.0 33.14 na
9.0 33.34 na
1.0 43.51 na
-3.0 45.35 na
-3.0 45.38 na
-3.0 45,39 na
Flow Density Area Press
Actual Req,
13.95 0.052 256 7.2
13.95 0.052 256 7.2
13.95 0.052 256 7.2
13.95 0.052 256 7.2
14.17
14.3
14.05
13.95
The maximum velocity is 9.59 and it occurs in the pipe between nodes 2 and 3
Computer PrograE~s by Hydratec Inc. RozFte 111 Windham N.H. USA 03087
Final Calculations - Hazan-Williams
Knight Fire Protection Inc. page 5
Tahoma Terra Fairway-2nd Floor Upper Corner Date 11-OG-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ****~"* Notes *~"***
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
D1 13.95 1.1D1 1N 7.0 0.500 7.200 K Factor = 5.20
to 150.0 0.0 7.000 $.012
H1 13.95
__ O.fl349
- 0.0
___ - 7.500
_ _ 0.262
__ Vel = 4.70
D.0 ___
13.95
_..
-
__ 15.474 K Factor = 3.55
D2
13.95
1.101
1 N
7.0
0.500
7.200 .... ............ .
K Factor = 5.20
to 150. D 0.0 7.000 8.012
H2 13.95 0.0349 0.0 7.500 0.262 Vel = 4.7D
.
0.0 _
13.95
_
__ 15.474 K Factor = 3.55
D3 13.95 1.101 1 N 7.0 4.500 7.200 K Factor = 5.20
to 150.0 1 T 9.563 1 G.5G2 8.012
H3 13.95 0.035D
.. . 0.0 21.062 0.737 Vel = 4.70
0.0
13.95
_-
-_ 15.949 K Factor = 3.49
___
__
D4 13.95 1.101 1 T 9.563 0.500 7.200 K Factor = 5.20
to 150.0 0.0 9.562 8.012
H4 13.95 0.0350 O.fl 10.062 0.352 Vel = 4.70
__ _
D.o __
13.95 15.564 K Factor = 3.54
1 14.17 1.101 0.0 11.250 15.954 K Factor @ node H2
to 15fl.0 0.0 0.0 0.0
2 14.17
_. 0.0359
__ 0.0
_- . 1 1.250 0.404 Vel = 4.78
2 14.30 1.101 1 O 5.0 21.750 16.358 K Factor @ node H4
to 150.0 0.0 5.000 0.0
3
_ 28.47
- _ -__ 0.1308 0.0 26.750 3.499 Vel = 9.59
0.0
- _ _ 28.47
-_ _
_ 19.$57 K Factor = 6.39
4 14.05 1.'I01 0.0 7.250 15,692 K Factor @ node H1
to 150.0 0.0 0.0 0.0
5 14.05 0.0354 O.D 7.250 0.257 Vel = 4.73
...... ..
5
13.95
1.101
10
5.0
2$.000
15.949 .... .... ....
K Factor @ node H3
to 15D.0 0.0 5.D00 0.0
6 28.0 0.1268 0.0 33.000 4.185 Vel = 9.44
0.0
28.DD 20.134 K Factor = 6.24
3 28.47 1.598 0.0 13.OD0 19.857
to 150.0 0.0 0.0 0.0
G 28.47
__ 0.0213 D.0 13.000 0.277 Vei = 4.55
_.
G 28.01 '1.598 1 N 9.0 84.000 20.134
to 150.0 fl.0 9.000 0.0
9 56.48 0.0757 0.0 93.000 7.037 Vel = 9.04
9 0.0 2.003 1 N 11.0 10.000 27.171
to 150.0 0.0 11.000 4.331
10 56.48 0.0252 0.0 21.000 0.529 Vel = 5.75
1 D 0.0 2.003 1 N 11.0 14.50D 32.031
to 150.0 0.0 11.000 0.0
11 56.48 0.0252 0.0 25.500 0.642 Vel = 5.75
Computer t'rograms by Hydratec inc. Route 111 Windham N.H. USA 03087
Final Calculations -Hazen-Williams
Knight Fire Protection Inc. Page 5
Tahoma Terra Fairway-2nd Floor Upper Corner Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv `*"**"` Notes "*'~**"`
Point Qt Pf/Ft Eqv. Ln. Totai Pf Pn
1 1
0.0
2.fl03
1 N
11.0
6.250
32.673 _. ._
to 150.0 0.0 11.000 0.0
12 56.48 0.0252 0.0 17.250 0.434 Ve! = 5.75
12 0.0 2.003 0.0 1.250 33.107
to 150.0 0, 0 0.0 0.0
13 56.48 0.0256 O.fl 1.250 fl.032 Vel = 5.75
13 0.0 2.209 1 E 6.91 1.500 33.139
to 120.0 0.0 6.910 0.0
14 56.48 O.fl237 0.0 8,410 0.199 Vel = 4.73
0.0
56.48
__
__ 33.338 K Factor = 9.78
_ __
14 56.48 2.209 1 N 11.0 8.000 33.338
to 120.0 1Zik 0.0 11.000 9.726 * Fixed ioss = 6.261
15
- 56.48
.
..
_. .. 0.0236
._ _.. 0.0 19.000 0,448 Vei = 4.73
__
0
0
56.48 43.512 K Factor = 8.56
_._..
15 56.48 2.003 0.0 4.000 43.512
to 150.0 0.0 fl.0 1.732
16 56.48 0.0255 0.0 4.000 0.102 Vel = 5.75
........... .
16 0.0 4.1 0.0 45.000 45.346
to 140. D 0.0 0.0 0.0
17 56.48 0.0009 0.0 45.000 0.039 Vel = 1.37
17 0.0 8.27 1 G 6.326 30.OOD 45.385
to 140.0 0.0 6.326 0.0
TEST 55.48 0.0 0.0 36.326 0.001 Vei = 0.34
0.D
56.48 45.386 K Factor = 8.38
Computer Programs by t~tydratec Inc. Route 111 Windham N.H. USA fl3087