HomeMy WebLinkAboutF2021-0170 - CalcsNEWPORT BEACH FIRE DEPT
FIRE PREVENTION DIVISION
MAY 0 5 2021
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
1
Contract
1808
Data File
Design Area 1.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
All-Star Plum & Fire Sprinkler
Fluter Residence
HYDRAULIC DESIGN INFORMATION SHEET
Name - Fluter Residence
Date
- 12.15.20
Location -
1808 West Oceanfront
( )4 ( )
S )Other
Building -
Residence
System No. -
1
Contractor
- All Star Plumbing &
Fire Sprinkler,Inc Contract No.
- 1808
Calculated
By - All Star Plumbing
& Fire Sprinkler,I Drawing No.
- 1808
Construction: (X) Combustible
( ) Non -Combustible Ceiling
Height
OCCUPANCY -
LIGHT HAZARD
E Domestic Flow Added
- +5 Gpm
Page 1
Date 12.15.20
S Type of Calculation: ( )NFPA
13 Residential
( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing:
( )1 (X)2
( )4 ( )
S )Other
Underground 150
W Water Flow Test:
T ( )Specific Ruling
- Made by
Date
E
Rated
Cap.
M Listed Flow at Start Point
- 13 Gpm
System Type
Listed Pres. at Start Point
- 7 Psi
(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16
x 16
( ) Deluge ( ) PreAction
E Domestic Flow Added
- +5 Gpm
Sprinkler or Nozzle
S Additional Flow Added
- Gpm Make
Viking Model VK494
I Elevation at Highest Outlet
- Feet Size
K -Factor 4.9
G Note:
Temperature Rating 200
N
Calculation Gpm Required 26.08
Psi
Required 44.909
At Test
Summary C -Factor Used:
Overhead
150
Underground 150
W Water Flow Test:
Pump
Data:
Tank or Reservoir:
A Date of Test -
Rated
Cap.
Cap.
T Time of Test -
@ Psi
Elev.
E Static (Psi) - 72
Elev.
R Residual (Psi) - 20
Other
Well
Flow (Gpm) - 500
Proof Flow Gpm
C Flovofinn -
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Revision: 50.53.5
0
N
N �
N
U s
N c
� n
� U
U
T LL N
d q% C
CL E a
U) as
4 LL
N
U
ONN oJM
�mN �
� D
3 N -E
o 2' 0
c LLD. Co c
E
m aEi aEi 0m
m
a
N T TO >
WU(n
mUw
CONN Om t0
,❑❑❑=OLS
E
m
0
0
a
O
N
m
LLJ
W
O <
� Z
0
U
J
LL
N
O
O
O O
N
�
dy3
�N
O
�
y�o
�aLL
�^a »
dU-O-O
o
O
N b
)—m
�cf)WW
�UUU
T
O
O
O
O
N
O
O
U
r
O
V
M
N
r.
N
m 0 0 0
O
N
n
o
N
0
Y1000
N
M r
� N
m
�
V 000
t0 (0
a000
v
in
m o 0 0
N O O O m
N OOOtt)
m m
m
V N
�OOOC�
4n
r GOON
ti
O N
000 N
(�
m000m
O
C
N N N
W
ELL m> o
_mU�'�
L L O
N
mNNN�
N OC U
.�
n� (D 0i
>c E2
aN
o
> cZ
m a (D
�W n
N U)
L
U
M,0coo
C_ O L N
CO
Nr�n��n
au)-0
m
rn� o a - m
a
j Y d p
_O
X
am
75 D
L U J
U U U7 O
n, N (D Y
0
O N
c ma N
m o
C W d
E
o a E m
c
C p O
> O
C
� C L0 a
N N f6w0
Y
2(n
E
m m mm
$O'O 0 m�
O
O S m c c
D N m
�
d
O lU O
y c ,� N L
-O
LL N
MW ry �O
O N O
L >++
O) w N C O
U
otj C
' �y
m HU
L.
N
fN. .m..
N O)l0 M —w
N
E -O
aE
d»>d
E
CN C
-E
ON aE¢y
N
N
7 N
d N
C N
z
W MMMLL
Z 0 0 0 Z
D :DC«
N n
>,r
c x N
U)Nt.�
y
W w ELL
-
in
cd
w
E m3 m
o
ui-N a,U
�� n,
LL
QLL
lLQ
W Z0 w
D
LL
OJd
Z W O 0 N o
Pressure / Flow Summary - STANDARD
All-Star Plum & Fire Sprinkler Page 4
Fluter Residence Date 12.15.20
Node
No.
Elevation
K -Fact
Pt
Actual
Pn
Flow Density
Actual
Area Press
Req.
SRP1
27.5
4.9
7.04
na
13.0 0.05
256 7.039
EQ=1
28.0
7.05
na
H1
28.0
K=K@EQ=1
7.14
na
13.08
1
28.0
7.66
na
2
28.0
10.0
na
3
19.5
15.17
na
4
19.5
16.47
na
5
19.5
18.19
na
H3
19.5
21.46
na
6
19.5
24.22
na
7
10.0
30.16
na
8
10.0
30.76
na
H2
28.0
K = K @ EQ=1
7.05
na
13.0
TOR
10.0
39.07
na
BOR
2.0
44.91
na
5.0
UG1
-3.0
47.5
na
METE
-3.0
52.52
na
TEST
-3.0
59.32
na
The maximum velocity is 12.82 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 5
Date 12.15.20
Node1 Elev1 K
Qa
Nom Fitting
Pipe
CFact Pt
to
7.0
or
Ftngs
Pe ****** Notes ******
Node2 Elev2 Fact
Qt
Act Eqiv Len
Total
Pf/Ft Pf
SRP1
27.500
4.90
13.00
1
N
7.0
0.500
150
7.039
to
0.0
7.000
-0.217
EQ=1
28
13.0
1.101
0.0
7.500
0.0307
0.230
Vel = 4.38
0.0
EQ=1
13.00
7.052
KFactor= 4.90
H1
28
4.9
13.08
1
N
7.0
4.833
150
7.136
K = K @ EQ=1
to
0
5.0
12.000
0.0
1
28
13.08
1.101
0.0
16.833
0.0310
0.522
Vel = 4.41
1
28
13.00
1
2R
2.0
12.083
150
7.658
to
N
7.0
9.000
0.0
2
28
26.08
1.101
0.0
21.083
0.1112
2.344
Vel = 8.79
2
28
0.0
1
0
5.0
8.417
150
10.002
to
0.0
5.000
3.681
3
19.500
26.08
1.101
0.0
13.417
0.1112
1.492
Vel = 8.79
3
19.500
0.0
1
0
5.0
6.667
150
15.175
to
0.0
5.000
0.0
4
19.500
26.08
1.101
0.0
11.667
0.1112
1.297
Vel = 8.79
4
19.500
0.0
1
N
7.0
8.500
150
16.472
to
0.0
7.000
0.0
5
19.500
26.08
1.101
0.0
15.500
0.1111
1.722
Vel = 8.79
5
19.500
0.0
1
3R
3.0
19.333
150
18.194
to
N
7.0
10.000
0.0
H3
19.500
26.08
1.101
0.0
29.333
0.1112
3.261
Vel = 8.79
H3
19.500
0.0
1
2N
14.0
9.833
150
21.455
to
R
1.0
15.000
0.0
6
19.500
26.08
1.101
0.0
24.833
0.1112
2.761
Vel = 8.79
6
19.500
0.0
1
N
7.0
9.417
150
24.216
to
0.0
7.000
4.114
7
10
26.08
1.101
0.0
16.417
0.1112
1.825
Vel = 8.79
7
10
0.0
1
0
5.0
0.417
150
30.155
to
0.0
5.000
0.0
8
10
26.08
1.101
0.0
5.417
0.1111
0.602
Vel = 8.79
8
10
0.0
1
8R
8.0
52.750
150
30.757
to
2N
14.0
22.000
0.0
TOR
10
26.08
1.101
0.0
74.750
0.1112
8.310
Vel = 8.79
0.0
TOR
26.08
39.067
K Factor= 4.17
H2
28
4.9
13.00
1
N
7.0
7.750
150
7.052
K = K @ EQ=1
to
0
5.0
12.000
0.0
1
28
13.0
1.101
0.0
19.750
0.0307
0.606
Vel = 4.38
0.0
1
13.00
7.658
K Factor= 4.70
TOR
10
26.08
1
S
9.563
8.000
150
39.067
to
E
3.825
13.387
3.465
BOR
2
26.08
1.101
0.0
21.387
0.1111
2.377
Vel = 8.79
BOR
2 +
5.00
5.00
1.5
2E
8.704
4.000
150
44.909
to
0.0
8.705
2.166
UG1
-3
31.08
1.505
0.0
12.705
0.0335
0.426
Vel = 5.61
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler Page 6
Fluter Residence Date 12.15.20
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe Notes
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
LIG1
-3
0.0 1.5 3E
18.133
24.250
150
47.501
to
0.0
18.133
4.000 Fixed Loss = 4
METE
-3
31.08 1.61
0.0
42.383
0.0242
1.024 Vel = 4.90
METE
-3
0.0 1
0.0
27.000
150
52.525
to
0.0
0.0
0.0
TEST
-3
31.08 0.995
0.0
27.000
0.2517
6.797 Vel = 12.82
0.0
1.08 59.322 K Factor= 4.04
Computer Programs by Hydratec Inc. Revision: 50.53.5
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
2
Contract
1808
Data File
Design Area 2.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations: Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 5
Date 12.15.20
Nobel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1 19 4.90 20.02 1 O 5.0 0.500 150 16.700
to 0.0 5.000 -0.217
EQ=1 19.500 20.02 1.101 0.0 5.500 0.0682 0.375 Vel = 6.75
Computer Programs by Hydratec Inc. Revision: 50.53.5
0.0
EQ=1
20.02
16.858
KFactor= 4.88
H3
19.500 4.88
20.02
1
2N
14.0
9.833
150
16.858
K = K @ EQ=1
to
R
1.0
15.000
0.0
6
19.500
20.02
1.101
0.0
24.833
0.0682
1.694
Vel = 6.75
6
19.500
0.0
1
N
7.0
9.417
150
18.552
to
0.0
7.000
4.114
7
10
20.02
1.101
0.0
16.417
0.0682
1.120
Vel = 6.75
7
10
0.0
1
O
5.0
0.417
150
23.786
to
0.0
5.000
0.0
8
10
20.02
1.101
0.0
5.417
0.0681
0.369
Vel = 6.75
8
10
0.0
1
8R
8.0
52.750
150
24.155
to
2N
14.0
22.000
0.0
TOR
10
20.02
1.101
0.0
74.750
0.0682
5.098
Vel = 6.75
0.0
TOR
20.02
29.253
KFactor= 3.70
TOR
10
20.02
1
S
9.563
8.000
150
29.253
to
E
3.825
13.387
3.465
BOR
2
20.02
1.101
0.0
21.387
0.0682
1.458
Vel = 6.75
BOR
2 + 5.00
5.00
1.5
2E
8.704
4.000
150
34.176
to
0.0
8.705
2.166
UG1
-3
25.02
1.505
0.0
12.705
0.0224
0.285
Vel = 4.51
UG1
-3
0.0
1.5
3E
18.133
24.250
150
36.627
to
0.0
18.133
4.000
* * Fixed Loss = 4
METE
-3
25.02
1.61
0.0
42.383
0.0162
0.686
Vel = 3.94
METE
-3
0.0
1
0.0
27.000
150
41.313
to
0.0
0.0
0.0
TEST
-3
25.02
0.995
0.0
27.000
0.1686
4.553
Vel = 10.32
0.0
TEST
25.02
45.866
KFactor= 3.69
Computer Programs by Hydratec Inc. Revision: 50.53.5
P-I,Uu-i5II
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
3
Contract
1808
Data File
Design Area 3.WXF
2�ZOI,
oy.
Computer Programs by Hydratec Inc. Revision: 50.53.5
I
All-Star Plum & Fire Sprinkler Page 1
Fluter Residence Date 8.18.21
HYDRAULIC DESIGN INFORMATION SHEET
Name - Fluter Residence
13 Residential
( )1 (X)2
Made by
Date
- 8.18.21
Location -
1808 West Oceanfront
Listed Pres. at Start Point
- 7 Psi
(X) Wet ( ) Dry
Building -
Residence
( ) Deluge ( ) PreAction
System No. -
3
Contractor
- All Star Plumbing &
Fire Sprinkler,Inc
Contract No.
- 1808
Calculated
By - All Star Plumbing
& Fire Sprinkler,I
Drawing No.
- 1808
Construction: (X) Combustible
( ) Non -Combustible
Ceiling
Height
OCCUPANCY
- LIGHT HAZARD
Underground 150
S Type of Calculation: ( )NFPA
Y Number of Sprinklers Flowing:
S ( )Other
T ( )Specific Ruling
E
13 Residential
( )1 (X)2
Made by
( )NFPA 13R (X)NFPA 13D
( )4 ( )
Date
M Listed Flow at Start Point
- 13 GPM
System Type
Listed Pres. at Start Point
- 7 Psi
(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16
x 16
( ) Deluge ( ) PreAction
E Domestic Flow Added
- +5 GPM
Sprinkler or Nozzle
S Additional Flow Added
- GPM Make
Viking Model VK494
I Elevation at Highest Outlet
- Feet Size
K -Factor 4.9
G Note:
Temperature Rating 200
N
Calculation GPM Required 26.01
Psi Required 40.399 At Test
Summary C -Factor Used:
Overhead 150
Underground 150
W Water Flow Test:
Pump Data:
Tank or Reservoir:
A Date of Test -
Rated Cap.
Cap.
T Time of Test -
@ Psi
Elev.
E Static (Psi) - 72
Elev.
R Residual (Psi) - 20
Other
Well
Flow (GPM) - 500
Proof Flow GPM
S Elevation -
P Location:
P
L Source of Information
Y
Computer Programs by Hydratec Inc. Revision: 50.53.5
N �
O t
ao
U �
Y
a C
Z n
T LL N
a C
CL E (D
7 J N
� d d
>ca N
Q LL
N
U
r
non on
M � M
m -o
J C
y
3 E y^
o m
C
L
CLLICo
E E E E.�
m a a o m
> N N ❑ N
v
w (n (n NU') T
CONN OM p
E
0
0
0
v
O
N
M
LL�
W
O<
Oz
M _
0
J
U-
N N
O
O O
N
M � �
J
Jho
O
N
N d
N__
Ta`NN
J J
O
N5
O
'n
m�NN
�UUU
a
�
w
cn
cn
❑
�
w
F
Q
N
m 0 0 0
N
o
0
N
N
m 0 0 0
M
�
m
I
a0oo
rn °3
m m
ao
m
o
Q000
Q
m
Hoorn
N
r m
N O O O m
O
N m
N000LL)
m
m m
- 0 0 0 Q
m
Q N
-OOOm
1[l
N r
OOON
Q
O N
- O O O N
&\i
m000m
O
C
h N N
m .-
N
E m J
ELL m °> o
m U w �'�
N
NN
L L J
J m C O O
0(D
OQ y M U Q
C N m a
O
> n
Nwz
O m V C Z
>
m a m
d
nmo-wmn
Qmm�rn
� cLi mUino
CO
L
m U
rnCO 0���
C O L m m U
.•• m m m m U
U)
g�
(D
o(DsE3m
CO 2
j Y n- L
w
Nr(7�0
V! m -o
U -O N
m�U, c
nm Ew m
L NJ
n m' V
moo
�ti��d
�-o o�N E E
ca
mo c p a
>
cr 0 cv
0
N N~ N Of m
NW
O
"OOH
2
E
Y
`
N
-moo v u ai =
N
.O
E
U)
0-o�m.L..
J
m
to S
m
COo=
n3
c c
a)
LL 0
mwd�cn
0
dr �>=
N
. C
mI-C)
Z'
..m. .m.
N M N -w
rn
E'mm
-o E
a»>a
Ec
me
m� m Ta
�
J W
oz
oz
waaaw
� c m�
c... U� c 0
am
zUUUz
���o
�x mg
c
o>
C
��
o
�
N
i�mmEm
>O _ +-' LL
-
U)E
m3 m
ui -N n�U
- JC
O
J r
LL¢
wzo�v
0�c0-
zw`o 0 m
Pressure / Flow Summary - STANDARD
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 4
Date 8.18.21
Node
No.
Elevation
K -Fact
Pt
Actual
Pn
Flow Density
Actual
Area Press
Req.
SRP1
19.0
4.9
7.04
na
13.0 0.05
256 7.039
EQ=1
19.5
7.05
na
H4
19.5
K= K @ EQ=1
7.05
na
13.0
101
19.5
7.75
na
102
19.5
8.62
na
103
10.0
14.55
na
104
10.0
19.67
na
105
10.0
23.97
na
8
10.0
26.3
na
H5
19.5
K= K @ EQ=1
7.06
na
13.01
TOR
10.0
34.57
na
BOR
2.0
40.4
na
5.0
UG1
-3.0
42.99
na
METE
-3.0
48.01
na
TEST
-3.0
54.78
na
The maximum velocity is 12.8 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations: Hazen -Williams
All-Star Plum & Fire Sprinkler Page 5
Fluter Residence Date 8.18.21
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ****** Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
19 4.90
13.00
1 N
7.0
0.500
150
7.039
7.753
to
to
to
0.0
7.000
5.0
-0.217
7.000
EQ=1
19.500
13.0
1.101
0.0
7.500
0.0307
0.230
Vel = 4.38
0.0
7.833
0.0
0.866
Vel =
8.77
102
19.500
0.0
EQ=1
N
13.00
9.417
150
8.619
13.01
7.052
KFactor= 4.90
H4
19.500 4.9
13.00
1 N
7.0
10.833
150
7.052
K = K @ EQ=1
to
103
10
0
5.0
12.000
0.0
0.0
0.1106
101
19.500
13.0
1.101
0.0
22.833
0.0307
0.701
Vel = 4.38
101
19.500
13.01
1
N
7.0
0.833
150
7.753
K = K @ EQ=1
to
to
O
5.0
0.0
7.000
0.0
0.0
101
19.500
102
19.500
26.01
1.101
22.583
0.0
7.833
0.1106
0.866
Vel =
8.77
102
19.500
0.0
1
N
7.0
9.417
150
8.619
13.01
to
7.753
0.0
7.000
10
4.114
1
S
103
10
26.01
1.101
0.0
16.417
0.1106
1.816
Vel =
8.77
103
10
0.0
1
2N
14.0
25.333
150
14.549
0.0
21.387
to
2.365
Vel = 8.77
BOR
2R
2.0
21.000
2E
0.0
4.000
150
104
10
26.01
1.101
O
5.0
46.333
0.1106
5.125
Vel =
8.77
104
10
0.0
1
3N
21.0
12.833
150
19.674
0.424
Vel = 5.59
to
-3
0.0
1.5
O
5.0
26.000
150
0.0
to
105
10
26.01
1.101
0.0
0.0
38.833
0.1106
4.295
Vel =
8.77
105
10
0.0
1
R
1.0
15.083
150
23.969
to
O
5.0
6.000
0.0
8
10
26.01
1.101
0.0
21.083
0.1106
2.332
Vel =
8.77
8
10
0.0
1
8R
8.0
52.750
150
26.301
to
2N
14.0
22.000
0.0
TOR
10
26.01
1.101
0.0
74.750
0.1106
8.268
Vel =
8.77
0.0
TOR 26.01 34.569 K Factor= 4.42
H5
19.500 4.9
13.01
1
N
7.0
10.583
150
7.059
K = K @ EQ=1
to
O
5.0
12.000
0.0
101
19.500
13.01
1.101
0.0
22.583
0.0307
0.694
Vel = 4.38
0.0
101
13.01
7.753
K Factor= 4.67
TOR
10
26.01
1
S
9.563
8.000
150
34.569
to
E
3.825
13.387
3.465
BOR
2
26.01
1.101
0.0
21.387
0.1106
2.365
Vel = 8.77
BOR
2 + 5.00
5.00
1.5
2E
8.704
4.000
150
40.399
to
0.0
8.705
2.166
UG1
-3
31.01
1.505
0.0
12.705
0.0334
0.424
Vel = 5.59
UG1
-3
0.0
1.5
3E
18.133
24.250
150
42.989
to
0.0
18.133
4.000
* Fixed Loss = 4
METE
-3
31.01
1.61
0.0
42.383
0.0241
1.020
Vel = 4.89
METE -3 0.0 1 0.0 27.000 150 48.009
to 0.0 0.0 0.0
TEST -3 31.01 0.995 0.0 27.000 0.2507 6.769 Vel = 12.80
0.0
TEST 31.01 54.778 KFactor= 4.19
Computer Programs by Hydratec Inc. Revision: 50.53.5
OEM
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
1
Contract
1808
Data File
Design Area 1.WXF
AUG 2 4 2021
Computer Programs by Hydratec Inc. Revision: 50.53.5
All-Star Plum & Fire Sprinkler Page 1
Fluter Residence Date 8.18.21
HYDRAULIC DESIGN INFORMATION SHEET
Name - Fluter Residence
Date - 8.18.21
Location -
1808 West Oceanfront
Building -
Residence
System No. -
1
Contractor
- All Star Plumbing &
Fire Sprinkler,Inc
Contract No.
- 1808
Calculated
By - All Star Plumbing
& Fire Sprinkler,I
Drawing No.
- 1808
Construction: (X) Combustible
( ) Non -Combustible
Ceiling
Height
OCCUPANCY
- LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make Viking Model VK494
I Elevation at Highest Outlet - Feet Size K -Factor 4.9
G Note: Temperature Rating 200
N
Calculation Gpm Required 26.08 Psi Required 44.909 At Test
Summary C -Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi - Elev.
E Static (Psi) - 72 Elev.
R Residual (Psi) - 20 Other Well
Flow (Gpm) - 500 Proof Flow Gpm
S Elevation -
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Revision: 50.53.5
U �
c
n
T
Q °� C
CL E(D
o J .N
� a m
Q LL
N
U
cc C-4 oJM
� c
3 N -E
o 2' o
CLia Co
BEEEEE,
uo
M2202M
a
-�
TT�
W
U (nU
,N
a�NN OM N
�00�=Ocn
E
m
c
0
0
v
N
M
O <
� Z
0
O
J
W
O
O
N
O
M O
O
N
V N O
O � �
�N3
�
N O
`Li
on
o
N i i i
0r -NN
�UUU
T
o
0
0
0
0
0
N
(0000
�
O
O
m
N
10000
M W
O O
m
m
a O O o
Olw
W 0
d 0
m
o
a000
v
m
moon
N
N000(Op
N O O O m
m �0
V N
d
O N
O O O N
lh
m000�
C
M N
M �
O
N J
d
O Q O L U Q
m
aoQLLo-
a;D
d'
4 U N O
M (n "O J V
w )
O
U U
C O L 0 0
mmm� r
`•
C N
'� N (n
g�
E °EsE3m
m«
N r m o
19�
M
amEa
(DM
j
.a
U)nmL"
L
0 M'V Y
moo
C LLmN
E N
> a c o 0
o
u—
om rn m
N M
M C
�
�
N
E
�
m
mxm= `
M o m? `m
Cl)
m �'(n
N C
LL N
W y
0 O
L j>
m
mc)
-E
_
c:n EQ`o
N
E
N
¢UUU¢
E
C M C
O O M
N
J N
d N
C
p�Z
LL d d d LL
ZUUUZ
j
� C M�
.0 d
�w 0 n c 0
m xa N U
LL�odELL
O
N
N
O Qw D_
LL
QLL
iiQ
WZOd'(n
❑JILd
Z W O !J/1 N
Pressure / Flow Summary - STANDARD
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 4
Date 8.18.21
Node
No.
Elevation
K -Fact
Pt
Actual
Pn
Flow Density
Actual
Area Press
Req.
SRP1
27.5
4.9
7.04
na
13.0 0.05
256 7.039
EQ=1
28.0
7.05
na
H1
28.0
K = K @ EQ=1
7.14
na
13.08
1
28.0
7.66
na
2
28.0
10.0
na
3
19.5
15.17
na
4
19.5
16.47
na
5
19.5
18.19
na
H3
19.5
21.46
na
6
19.5
24.22
na
7
10.0
30.16
na
8
10.0
30.76
na
H2
28.0
K=K@EQ=1
7.05
na
13.0
TOR
10.0
39.07
na
BOR
2.0
44.91
na
5.0
UG1
-3.0
47.5
na
METE
-3.0
52.52
na
TEST
-3.0
59.32
na
The maximum velocity is 12.82 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 5
Date 8.18.21
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
27.500 4.90
13.00
1
N
7.0
0.500
150
7.039
to
to
2N
14.0
0.0
7.000
0.0
-0.217
TOR
10
EQ=1
28
13.0
1.101
74.750
0.0
7.500
0.0307
0.230
Vel =
4.38
0.0
TOR
26.08
EQ=1
13.00
39.067
KFactor= 4.17
H2
28
7.052
K Factor=
4.90
H1
28 4.9
13.08
1
N
7.0
4.833
150
7.136
K = K
@ EQ=1
to
0.0
O
5.0
12.000
1.101
0.0
0.0
19.750
1
28
13.08
1.101
0.0
16.833
0.0310
0.522
Vel =
4.41
1
28
13.00
1
2R
2.0
12.083
150
7.658
7.658
to
TOR
10
26.08
N
7.0
9.000
8.000
0.0
39.067
2
28
26.08
1.101
E
0.0
21.083
0.1112
2.344
Vel =
8.79
2
28
0.0
1
O
5.0
8.417
150
10.002
BOR
2
to
1.5
2E
8.704
4.000
0.0
5.000
3.681
3
19.500
26.08
1.101
0.0
13.417
0.1112
1.492
Vel =
8.79
3
19.500
0.0
1
O
5.0
6.667
150
15.175
to
0.0
5.000
0.0
4
19.500
26.08
1.101
0.0
11.667
0.1112
1.297
Vel =
8.79
4
19.500
0.0
1
N
7.0
8.500
150
16.472
to
0.0
7.000
0.0
5
19.500
26.08
1.101
0.0
15.500
0.1111
1.722
Vel =
8.79
5
19.500
0.0
1
3R
3.0
19.333
150
18.194
to
N
7.0
10.000
0.0
H3
19.500
26.08
1.101
0.0
29.333
0.1112
3.261
Vel =
8.79
H3
19.500
0.0
1
2N
14.0
9.833
150
21.455
to
R
1.0
15.000
0.0
6
19.500
26.08
1.101
0.0
24.833
0.1112
2.761
Vel =
8.79
6
19.500
0.0
1
N
7.0
9.417
150
24.216
to
0.0
7.000
4.114
7
10
26.08
1.101
0.0
16.417
0.1112
1.825
Vel =
8.79
7 10 0.0 1 O 5.0 0.417 150 30.155
to 0.0 5.000 0.0
8 10 26.08 1.101 0.0 5.417 0.1111 0.602 Vel = 8.79
8
10
0.0
1
SR
8.0
52.750
150
30.757
to
2N
14.0
22.000
0.0
TOR
10
26.08
1.101
0.0
74.750
0.1112
8.310
Vel = 8.79
0.0
TOR
26.08
39.067
KFactor= 4.17
H2
28
4.9 13.00
1
N
7.0
7.750
150
7.052
K = K @ EQ=1
to
O
5.0
12.000
0.0
1
28
13.0
1.101
0.0
19.750
0.0307
0.606
Vel = 4.38
0.0
1
13.00
7.658
KFactor= 4.70
TOR
10
26.08
1
S
9.563
8.000
150
39.067
to
E
3.825
13.387
3.465
BOR
2
26.08
1.101
0.0
21.387
0.1111
2.377
Vel = 8.79
BOR
2
+ 5.00 5.00
1.5
2E
8.704
4.000
150
44.909
to
0.0
8.705
2.166
UG1
-3
31.08
1.505
0.0
12.705
0.0335
0.426
Vel = 5.61
Computer Programs by Hydratec Inc. Revision: 50.53.5
9
Final Calculations: Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 6
Date 8.18.21
Nodal Elev1 K
to
Node2 Elev2 Fact
Qa
Qt
Nom Fitting
or
Act Eqiv Len
Pipe
Ftngs
Total
CFact Pt
Pe *""**** Notes
Pf/Ft Pf
24.250
150
47.501
to
UG1
-3
0.0
1.5 3E
18.133
24.250
150
47.501
to
0.0
18.133
4.000
* Fixed Loss = 4
METE
-3
31.08
1.61
0.0
42.383
0.0242
1.024
Vel = 4.90
METE
-3
0.0
1
0.0
27.000
150
52.525
to
0.0
0.0
0.0
TEST
-3
31.08
0.995
0.0
27.000
0.2517
6.797
Vel = 12.82
0.0
TEST
31.08
59.322
K Factor= 4.04
Computer Programs by Hydratec Inc. Revision: 50.53.5
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West oceanfront
Remote Area
2
Contract
1808
Data File
Design Area 2.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
All-Star Plum & Fire Sprinkler Page 1
Date 8.18.21
Fluter Residence
HYDRAULIC DESIGN INFORMATION SHEET
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other Date
T ( )Specific Ruling Made by
E
M Listed Flow at Start Point - 20 Gpm System Type
Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - +5 Gem Sprinkler or Nozzle
S Additional Flow Added - Gpm Make Viking Model VK494
I Elevation at Highest Outlet - Feet Size K -Factor 4.9
G Note: Temperature Rating 200
N
Calculation Gpm Required 20.02
Summary C -Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 72
R Residual (Psi) - 20
Flow (Gpm) - 500
S Elevation -
P Location:
P
L Source of Information:
Y
Psi Required 34.176
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
At Test
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Revision: 50.53.5
Date
- 8.18.21
Name - Fluter Residence
Location -
1808 West Oceanfront
System No. -
2
Building -
Contractor
Residence
- All Star Plumbing &
Fire Sprinkler,Inc Contract No.
- 1808
Calculated
By - All Star Plumbing
& Fire Sprinkler,I Drawing No.
- 1808
Construction: (X) Combustible
( ) Non -Combustible Ceiling
Height
OCCUPANCY
- LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other Date
T ( )Specific Ruling Made by
E
M Listed Flow at Start Point - 20 Gpm System Type
Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - +5 Gem Sprinkler or Nozzle
S Additional Flow Added - Gpm Make Viking Model VK494
I Elevation at Highest Outlet - Feet Size K -Factor 4.9
G Note: Temperature Rating 200
N
Calculation Gpm Required 20.02
Summary C -Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 72
R Residual (Psi) - 20
Flow (Gpm) - 500
S Elevation -
P Location:
P
L Source of Information:
Y
Psi Required 34.176
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
At Test
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Revision: 50.53.5
r.,
r O O O
Q O� l0�
N � N
N V
C
y N
C LL D_ C❑ C
oEEEE'>
w w o> m
O
LU cn (n U),,:,
0 N
Om p
am: 0U)
E
N
O
O
a
O
m
W
O<
O Z
m _
J
LL
O
N
W O
O
O
N
C W O
W � �
N N
cm3
O
`n
y N O
0
> >
o
O N N
u,
0
w
d
lO-NN
�UUU
w
o
N
0
-
0
-
0
0
0
O-
M
U
W
CO
r.,
N
m O O O
N
O
o
O]
N
X000
(«1 a0
m
m
D
f0 t6 m
LL ❑
m
O
V O O O
V
m
m000
N
r in
N000(O
O
N In
m IA
C N
1[l
N r
�OOON
O N
O)
O
m
m000�
c
N N d
a a L J
m
Z
w
O Z
N c
N O = N a
� LL n
V O�m.-rn
wTn. V N U NO
3 c
I
O O
N r Yl m
J
N Q
nU)
L_
N E (p k m
rn� a m N
w
A
—
a3 0
Nrm�o
y
m ma
a�i�moah
C
moo
ld d
d'O �N
m
m `m c o�
> C U O
J �
L
W c
L N w N
n= c c
m 0
(n
Q.3
C l0 N
N C @
L
LL 0
m W W> (n
O N O m
w
m w N C> O
U
c
m F
Y
CU
J c
E
E
O<
m
w
r E Q O
aN
LLdddLL
E
mw U/T+%N
N
a�
�Z
ZUUUZ
�y
m�c�
�,xad6
J
(n
LL E
w
m
(n42
j
w w 7 J
y
E
N o m
m
E
O N
O QQ U
LL
Q LL
l i Q
W Z 0 K U)
J FL d
Z W O N N
Pressure / Flow Summary - STANDARD
b
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 4
Date 8.18.21
Node
No.
Elevation
K -Fact
Pt
Actual
Pn
Flow Density
Actual
Area Press
Req
SRP1
19.0
4.9
16.7
na
20.02 0.05
400 16.7
EQ=1
19.5
16.86
na
H3
19.5
K= K@ EQ=1
16.86
na
20.02
6
19.5
18.55
na
7
10.0
23.79
na
8
10.0
24.16
na
TOR
10.0
29.25
na
BOR
2.0
34.18
na
5.0
UG1
-3.0
36.63
na
METE
-3.0
41.31
na
TEST
-3.0
45.87
na
The maximum velocity is 10.32 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 5
Date 8.18.21
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
19 4.90
20.02
1
O
5.0
0.500
150
16.700
to
to
0.0
8.705
0.0
5.000
-0.217
-3
EQ=1
19.500
20.02
1.101
0.0224
0.0
5.500
0.0682
0.375
Vel = 6.75
8
10
0.0
1
8R
8.0
52.750
150
24.155
EQ=1
18.133
20.02
4.000
2N
14.0
22.000
25.02
16.858
K Factor= 4.88
H3
19.500 4.88
20.02
1
2N
14.0
9.833
150
16.858
K = K @ EQ=1
to
41.313
0.0
to
R
1.0
15.000
0.0
0.0
6
19.500
20.02
1.101
25.02
0.0
24.833
0.0682
1.694
Vel = 6.75
6
19.500
0.0
1
N
7.0
9.417
150
18.552
to
E
0.0
7.000
4.114
7
10
20.02
1.101
0.0
16.417
0.0682
1.120
Vel = 6.75
7
10
0.0
1
O
5.0
0.417
150
23.786
to
to
0.0
8.705
0.0
5.000
0.0
-3
8
10
20.02
1.101
0.0224
0.0
5.417
0.0681
0.369
Vel = 6.75
8
10
0.0
1
8R
8.0
52.750
150
24.155
to
18.133
4.000
2N
14.0
22.000
25.02
0.0
0.0
TOR
10
20.02
1.101
METE
0.0
74.750
0.0682
5.098
Vel = 6.75
150
41.313
0.0
to
0.0
0.0
TOR
20.02
-3
25.02
0.995
0.0
27.000
29.253
K Factor= 3.70
TOR
10
20.02
1
S
9.563
8.000
150
29.253
to
E
3.825
13.387
3.465
BOR
2
20.02
1.101
0.0
21.387
0.0682
1.458
Vel = 6.75
BOR
2
+ 5.00 5.00
1.5 2E
8.704
4.000
150
34.176
to
0.0
8.705
2.166
UG1
-3
25.02
1.505
0.0
12.705
0.0224
0.285
Vel = 4.51
UG1
-3
0.0
1.5 3E
18.133
24.250
150
36.627
to
0.0
18.133
4.000
* * Fixed Loss = 4
METE
-3
25.02
1.61
0.0
42.383
0.0162
0.686
Vel = 3.94
METE
-3
0.0
1
0.0
27.000
150
41.313
to
0.0
0.0
0.0
TEST
-3
25.02
0.995
0.0
27.000
0.1686
4.553
Vel = 10.32
0.0
TEST 25.02 45.866 K Factor= 3.69
Computer Programs by Hydratec Inc. Revision: 50.53.5
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
4
Contract
1808
Data File
Design Area 4.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
All-Star Plum & Fire Sprinkler
Fluter Residence
HYDRAULIC DESIGN INFORMATION SHEET
Name - Fluter Residence
Date
- 12.15.20
Location -
1808 West Oceanfront
System Type
Listed Pres. at Start Point
Building -
Residence
System No. -
4
Contractor
- All Star Plumbing &
Fire Sprinkler,Inc Contract No.
- 1808
Calculated
By - All Star Plumbing
& Fire Sprinkler,I Drawing No.
- 1808
Construction: (X) Combustible
( ) Non -Combustible Ceiling
Height
OCCUPANCY -
LIGHT HAZARD
S Elevation -
Page 1
Date 12.15.20
S Type of Calculation: ( )NFPA
Y Number of Sprinklers Flowing:
S )Other
T ( )Specific Ruling
E
13 Residential
( )1 ( )2
Made by
( )NFPA 13R (X)NFPA 13D
( )4 ( )X
Date
M Listed Flow at Start Point
- 8 Gpm
System Type
Listed Pres. at Start Point
- 7.12 Psi
(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 12
x 12 (
) Deluge ( ) PreAction
E Domestic Flow Added
- +5 Gpm
Sprinkler or Nozzle
S Additional Flow Added
- Gpm Make
Viking Model VK496
I Elevation at Highest Outlet
- Feet Size
K -Factor 3.0
G Note:
Temperature Rating 200
N
S Elevation -
Calculation Gpm Required 25
Psi Required 25.935
At Test
Summary C -Factor Used:
Overhead 150
Underground 150
W Water Flow Test:
Pump Data:
Tank or Reservoir:
A Date of Test -
Rated Cap.
Cap.
T Time of Test -
@ Psi
Elev.
E Static (Psi) -
72
Elev.
R Residual (Psi) -
20
Other
Well
Flow (Gpm) -
500
Proof Flow Gpm
S Elevation -
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Revision: 50.53.5
N �
N
U
M O N O
t0O0 O�
LO M M M N
m o
� c
3 N --E
o M� (U
cLLd CO
E E E E rn
Ei
'0NN OM {p
'OOO2O(n
E
N
O
0
a
O
O
M
O
O <
O Z
M _
J
LL
O
M
N
W O
O
O
N
vcoO
(D ALL)
N N
O
N O
`LL
on
n »
n U a
o
p
N
o
COCO —M to(D
coof0
d�
o
J+
O
O
O
O
O
O
a
cf
w
w
w
D
Df
w
M,
N
(0000
O
N
N
m 0 0 0
N
m
�(J
O)w
N 0
a❑
�
o
c000
v
u�
M o 0 0
N O O O m
O
N m
N O O O m
m
m m
e-0OO<
m
V N
�000m
V
O N
O O O N
m
O
c
m
m000-
N
o
d � d J
E LL O
m C)
N N O
O Q (D M U Q
> C N N a
O
d
O � Z
�
� c
V m m- m
T V N U N O
0 U) C U
L
O
C
� m_L (n
`J
N*
lu
o
E 3 m
E
:5
CO
a
N j
Nrro�O
0 ��
N U N
r MSO
CLLIL
c E (p
0 6 w C p 'O
nw
N h~ N O) f0
O
N
C
0— (D
� N wO J N
i4
m
1 N
mw m>U)
0
pjf C
� m
N N
J�� m Q O
f/7
U1
N
'�N
Q U U U QC
NC
N Q
C...NTr�
J9
N
laidddLL
�...
X
N
d
m Z
Z U U U Z
j
.`N--' N
N
-
U)
o�d
Em3m
ui-N amo
J6w
I
I�
«««
'E
N O O N
p
L.L
Q W
IL Q
W Z O L w
7)
❑ J W d
Z W O r0/! N�
Pressure / Flow Summary - STANDARD
All-Star Plum & Fire Sprinkler Page 4
Fluter Residence Date 12.15.20
Node Elevation K -Fact Pt Pn Flaw Density Area Press
No. Actual Actual Rea.
SRP1
9.5
3
7.12
na
8.0 0.05 144 7.12
EQ=1
10.0
7.0
na
H6
10.0
K=K@EQ=1
7.0
na
8.0
201
10.0
7.28
na
202
10.0
7.71
na
203
10.0
8.72
na
105
10.0
9.6
na
106
10.0
10.32
na
8
10.0
12.58
na
H7
10.0
K=K@EQ=1
7.21
na
8.13
H8
10.0
K=K@EQ=1
8.59
na
8.87
TOR
10.0
20.27
na
BOR
2.0
25.93
na
5.0
UG1
-3.0
28.5
na
METE
-3.0
33.46
na
TEST
-3.0
39.83
na
The maximum velocity is 12.38 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Fhal Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 5
Date 12.15.20
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe "****** Notes
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
9.500
3.00 8.01
1
N
7.0
0.500
150
7.120
0.0
5.000 0.0
to
201 10
8.13 1.101 0.0
5.500 0.0129 0.071
Vel = 2.74
0.0
7.000
8.720
-0.217
201
8.13
EQ=1
10
8.01
1.101
8.000
0.0
7.500
0.0125
0.094
Vel =
2.70
E
0.0
13.387
3.465
BOR
2
25.0
1.101
EQ=1
0.0
8.01
0.1028
2.199
Vel = 8.42
BOR
2
6.997
K Factor=
3.03
H6
10
3.03 8.00
1
N
7.0
10.917
150
6.997
K = K
@ EQ=1
to
2.166
0
5.0
12.000
1.505
0.0
0.0
12.705
201
10
8.0
1.101
-3
0.0
22.917
0.0125
0.287
Vel =
2.70
201
10
8.13
1
0
5.0
4.250
150
7.284
4.000
to
METE
-3
30.0
1.61
0.0
5.000
42.383
0.0
0.959
Vel = 4.73
202
10
16.13
1.101
0.0
9.250
0.0457
0.423
Vel =
5.44
202
10
0.0
1
2N
14.0
7.167
150
7.707
TEST
-3
to
0.995
0.0
R
1.0
15.000
Vel = 12.38
0.0
203
10
16.13
1.101
0.0
22.167
0.0457
1.013
Vel =
5.44
203
10
8.87
1
0
5.0
3.583
150
8.720
to
0.0
5.000
0.0
105
10
25.0
1.101
0.0
8.583
0.1029
0.883
Vel =
8.42
105
10
0.0
1
0
5.0
2.000
150
9.603
to
0.0
5.000
0.0
106
10
25.0
1.101
0.0
7.000
0.1027
0.719
Vel =
8.42
106
10
0.0
1
213
2.0
15.000
150
10.322
to
0
5.0
7.000
0.0
8
10
25.0
1.101
0.0
22.000
0.1029
2.263
Vel =
8.42
8
10
0.0
1
8R
8.0
52.750
150
12.585
to
2N
14.0
22.000
0.0
TOR
10
25.0
1.101
0.0
74.750
0.1028
7.686
Vel =
8.42
TOR
0.0
25.00
20.271
K Factor= 5.55
H7 10
3.03 8.13 1 0 5.0
0.500 150 7.213
K = K @ EQ=1
to
0.0
5.000 0.0
201 10
8.13 1.101 0.0
5.500 0.0129 0.071
Vel = 2.74
0.0
8.720
KFactor= 3.00
201
8.13
7.284
K Factor= 3.01
H8 10 3.03 8.87 1 O 5.0 3.667 150 8.589 K = K @ EQ=1
to 0.0 5.000 0.0
203 10 8.87 1.101 0.0 8.667 0.0151 0.131 Vel = 2.99
Computer Programs by Hydratec Inc. Revision: 50.53.5
0.0
203
8.87
8.720
KFactor= 3.00
TOR
10
25.00
1
S
9.563
8.000
150
20.271
to
E
3.825
13.387
3.465
BOR
2
25.0
1.101
0.0
21.387
0.1028
2.199
Vel = 8.42
BOR
2
+ 5.00 5.00
1.5
2E
8.704
4.000
150
25.935
to
0.0
8.705
2.166
UG1
-3
30.0
1.505
0.0
12.705
0.0314
0.399
Vel = 5.41
UG1
-3
0.0
1.5
3E
18.133
24.250
150
28.500
to
0.0
18.133
4.000
Fixed Loss = 4
METE
-3
30.0
1.61
0.0
42.383
0.0226
0.959
Vel = 4.73
METE
-3
0.0
1
0.0
27.000
150
33.459
to
0.0
0.0
0.0
TEST
-3
30.0
0.995
0.0
27.000
0.2359
6.369
Vel = 12.38
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations: Hazen -Williams
All-Star Plum & Fire Sprinkler
Fluter Residence
Page 6
Date 12.15.20
Node1 Elev1 K
Qa
Nom Fitting
Pipe
CFact Pt
to
or
Ftngs
Pe **** Notes ******
Node2 Elev2 Fact
Qt
Act Eqiv Len
Total
Pf/Ft Pf
0.0
TEST 30.00 39.828 K Factor= 4.75
Computer Programs by Hydratec Inc. Revision: 50.53.5
Hydraulic
by Hyd'raCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
2
Contract
1808
Data File
Design Area 2.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
All-Star Plum & Fire Sprinkler
Fluter Residence
HYDRAULIC DESIGN INFORMATION SHEET
Name - Fluter Residence Date - 12.15.20
Location - 1808 West Oceanfront
Building - Residence System No. - 2
Contractor - All Star Plumbing & Fire Sprinkler,Inc Contract No. - 1608
Calculated By - All Star Plumbing & Fire Sprinkler,I Drawing No. - 1808
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
Page 1
Date 12.15.20
S Type of Calculation: ( )NFPA
13 Residential
( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing:
(X)1 ( )2
( )4 ( )
S )Other
72
R Residual (Psi) -
T ( )Specific Ruling
Made by
Date
E
M Listed Flow at Start Point
- 20 GPM
System Type
Listed Pres. at Start Point
- 16.7 Psi
(X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20
x 20
( ) Deluge ( ) PreAction
E Domestic Flow Added
- +5 GPM
Sprinkler or Nozzle
S Additional Flow Added
- GPM Make
Viking Model VK494
I Elevation at Highest Outlet
- Feet Size
K -Factor 4.9
G Note:
Temperature Rating 200
N
Calculation GPM Required 20.02
Summary C -Factor Used:
W Water Flow Test:
A Date of Test �-
T Time of Test -
E Static (Psi) -
72
R Residual (Psi) -
20
Flow (GPM) -
500
S Elevation -
P Location:
P
L Source of Information
Y
Psi Required 34.176
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
At Test
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow GPM
Computer Programs by Hydratec Inc. Revision: 50.53.5
N
UCD�c
L C
O_
7 U)
T LL N
fl E
7 7.-
C/) a a
� K
N �
a LL
N
U
NN
r 0 O r
ONS �O�
N � N
m m
�LLa c❑ ,
E E E E m
uo
�ytl1❑N�
�
LU CO U) NU)
N
OM (p
C�-NN
E
m
0
0
v
m
ll)
O <
� Z
0
J
LL
N
c O
O
O
N
�o]O
O � �
�N3
�
y � O
Ta l0 (0
p> >
U U'O
ILIa
O
O
xof
N
O
�
(O�NN
9000
T
O
O
O
O
O
O
a
N
(0000
O
N
N
h O O O
N
M �
m
m
Ol +�
m @
vo00
v
�n
m o 0 0
N 000(0
O
N m
N000�(J
m N
(O
V N
r 000 t'l
�f1
r OOON
V
O N
O O O N
rn
O
c
M
m000�
V1 N
c n
N
U J Q
E m
LL o
m U y
N LL
>
O
._ c
> a C y LL
oo m U cZ
0
o mo
�LL a
am d
v rn m � rn
,= m U w o
O J V
y CO c o v
o
0 m m m
c O Lco
m
o
E:E E 3 m
LN.3 �� w
mw� c
nm Ew m m
tm
ali�a
c�camE
m f r m E
m
C
O
m L U
E2
cyi-Nrnm
Q0 c
W N ir
cu
19,
3
E
n
2 c H U
3 m t
ao� y
U)
L NCl) U m
ON
y=m_ c
D y o J o
m a
m
N C L
LL N
lL fn
cD Om
L z>
M— y c 0
a
o
C
M
w
J c,. m o
y
E
Ea
-oE
a»>a
`0
'cy .c
Q
Jm
�m
waaaLL
E
="c mD
ma�nE
c 0
y
a m
mz
z000z
E
� E m
c0
x
CO
����
ii�m�Em
ii
¢LL
wm
Z o 0 m o
Pressure / Flow Summary - STANDARD
All-Star Plum & Fire Sprinkler Page 4
Fluter Residence Date 12.15.20
Node
No.
Elevation
K -Fact
Pt
Actual
Pn
Flow Density
Actual
Area Press
Reg.
SRP1
19.0
4.9
16.7
na
20.02 0.05
400 16.7
EQ=1
19.5
16.86
na
H3
19.5
K = K @ EQ=1
16.86
na
20.02
6
19.5
18.55
na
7
10.0
23.79
na
8
10.0
24.16
na
TOR
10.0
29.25
na
BOR
2.0
34.18
na
5.0
11G1
-3.0
36.63
na
METE
-3.0
41.31
na
TEST
-3.0
45.87
na
The maximum velocity is 10.32 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler Page 5
Fluter Residence Date 12.15.20
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
19 4.90
20.02
1
O
5.0
0.500
150
16.700
to
0.0
5.000
-0.217
EQ=1
19.500
20.02
1.101
0.0
5.500
0.0682
0.375
Vel = 6.75
0.0
EQ=1
20.02
16.858
K Factor= 4.88
H3
19.500 4.88
20.02
1
2N
14.0
9.833
150
16.858
K = K @ EQ=1
to
R
1.0
15.000
0.0
6
19.500
20.02
1.101
0.0
24.833
0.0682
1.694
Vel = 6.75
6
19.500
0.0
1
N
7.0
9.417
150
18.552
to
0.0
7.000
4.114
7
10
20.02
1.101
0.0
16.417
0.0682
1.120
Vel = 6.75
7
10
0.0
1
O
5.0
0.417
150
23.786
to
0.0
5.000
0.0
8
10
20.02
1.101
0.0
5.417
0.0681
0.369
Vel = 6.75
8
10
0.0
1
8R
8.0
52.750
150
24.155
to
2N
14.0
22.000
0.0
TOR
10
20.02
1.101
0.0
74.750
0.0682
5.098
Vel = 6.75
0.0
TOR
20.02
29.253
K Factor= 3.70
TOR
10
20.02
1
S
9.563
8.000
150
29.253
to
E
3.825
13.387
3.465
BOR
2
20.02
1.101
0.0
21.387
0.0682
1.458
Vel = 6.75
BOR
2 + 5.00
5.00
1.5
2E
8.704
4.000
150
34.176
to
0.0
8.705
2.166
UG1
-3
25.02
1.505
0.0
12.705
0.0224
0.285
Vel = 4.51
UG1
-3
0.0
1.5
3E
18.133
24.250
150
36.627
to
0.0
18.133
4.000
* Fixed Loss = 4
METE
-3
25.02
1.61
0.0
42.383
0.0162
0.686
Vel = 3.94
METE
-3
0.0
1
0.0
27.000
150
41.313
to
0.0
0.0
0.0
TEST
-3
25.02
0.995
0.0
27.000
0.1686
4.553
Vel = 10.32
0.0
45.866 K Factor = 3.69
Computer Programs by Hydratec Inc. Revision: 50.53.5
Hydraulic Calculations by HydraCALC
All-Star Plum & Fire Sprinkler
22672 Lambert St. Suite 619
Lake Forest, Ca
949-470-0072
Job Name
Fluter Residence
Drawing
Residence
Location
1808 West Oceanfront
Remote Area
3
Contract
1808
Data File
Design Area 3.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
All-Star Plum & Fire Sprinkler Page 1
Fluter Residence Date 12.15.20
HYDRAULIC DESIGN INFORMATION SHEET
Name - Fluter Residence
Date - 12.15.20
Location - 1808 West Oceanfront
Date of Test -
Building - Residence
System No. - 3
Contractor - All Star Plumbing &
Fire Sprinkler,Inc Contract No. - 1808
Calculated By - All Star Plumbing
& Fire Sprinkler,I Drawing No. - 1808
Construction: (X) Combustible
( ) Non -Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
Other
S Type of Calculation: ( )NFPA
13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing:
( )l (X)2 ( )4 ( )
S )Other
T ( )Specific Ruling
Made by Date
E
M Listed Flow at Start Point
- 13 Gpm System Type
Listed Pres. at Start Point
- 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16
x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added
- +5 Gpm Sprinkler or Nozzle
S Additional Flow Added
- Gpm Make Viking Model VK494
I Elevation at Highest Outlet
- Feet Size K -Factor 4.9
G Note:
Temperature Rating 200
N
Calculation Gpm Required 26.34
Psi Required 37.183 At Test
Summary C -Factor Used:
Overhead 150 Underground 150
W
A
T
E
R
5
P
P
L
Y
Water Flow Test:
Pump Data:
Tank or Reservoir:
Date of Test -
Rated Cap.
Cap.
Time of Test -
@ Psi
Elev.
Static (Psi) - 72
Elev.
Residual (Psi) - 20
Other
Well
Flow (Gpm) - 500
Proof Flow Gpm
Elevation -
Source of Information:
Computer Programs by Hydratec Inc. Revision: 50.53.5
N
U
�
M m
� a
j C
N
3 WE ^
o 2 a
Cwa Cc C
E E rn
E E m �
.n
m o- o 0
> m m p y g
a
OM tip
CONN
m000=o(n
E
0
❑
0
0
v
0
m
Co
Co
o<
Z
O
J
O
N
O O
O
O
N
V W O
cO ALL)
�N3
O
�
y � o
WaLL
i;a mm
> >
aoaa
o
o
❑
O
n�CC
❑
U1
O
�UUU
0
0
M
N
0
0
U
A
v
N
m 0 0 0
O
N
N
h 0 0 0
N
M �
N m
m
m
V O O O
C +
N t0
O O O O
V
Yl
(+l O O O
N
r �
NOOO(O
O
N LL�
N OOOIU
m �[1
V N
In
�OOON
O N
!7
rn
mOOO�
O
C
N � �
m
V J Q
ELL m> o
m U w �'�
a a 7 L J
75-
N
m��NP
J N
Q
<
O1 -
c L
O Z
0z
c
a�a >
a J v
y(n 3 c-oa
N U
C O L N O) O)
N
n
mY EL
o
aci o
w ma
nN Eaa �+
L j
�p_� Y
��
�
moo
ALL
�.o c�N E E
M
mo w c p a
W c
0
J c a
l-0 MM
W a@i tY
'o20
E
Y
E
cal)
U)
L
-O
LL N
U
� rn F- 0
C w m C> O
CYO
N
KS c
�'
�_ .N.
N Q O
J
(n
J m
c
�Z
N
Z UUUZ
E
J
7 C.m.
D 'E O)
.C-. C O C O
N V
+� d N
m
U)
� �
a
i,- m E m
LL
EamU
C
N O d
p 0..3
LL
QLL
LLQ
d
Z W O w N
Pressure / Flow Summary - STANDARD
All-Star Plum & Fire Sprinkler Page 4
Fluter Residence Date 12.15.20
Node Elevation K -Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
SRP1
19.0
4.9
7.04
na
13.0 0.05 256 7.039
EQ=1
19.5
7.05
na
H4
19.5
K= K@ EQ=1
7.05
na
13.0
101
19.5
7.74
na
102
19.5
8.62
na
103
10.0
14.6
na
104
10.0
17.38
na
105
10.0
19.54
na
106
10.0
20.34
na
8
10.0
22.83
na
H5
19.5
K= K @ EQ=1
7.43
na
13.34
TOR
10.0
31.3
na
BOR
2.0
37.18
na
5.0
UG1
-3.0
39.78
na
METE
-3.0
44.82
na
TEST
-3.0
51.73
na
The maximum velocity is 12.93 and it occurs in the pipe between nodes METE and TEST
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations: Hazen -Williams
All-Star Plum & Fire Sprinkler Page 5
Fluter Residence Date 12.15.20
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe *** Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
SRP1
19 4.90
13.00
1
N
7.0
0.500
150
7.039
K = K @ EQ=1
to
0.0
7.000
-0.217
EQ=1
19.500
13.0
1.101
0.0
7.500
0.0307
0.230
Vel = 4.38
0.0
EQ=1
13.00
7.052
K Factor= 4.90
H4
19.500 4.9
13.00
1
N
7.0
10.333
150
7.052
K = K @ EQ=1
to
O
5.0
12.000
0.0
101
19.500
13.0
1.101
0.0
22.333
0.0307
0.685
Vel = 4.38
101
19.500
13.34
1
N
7.0
0.833
150
7.737
to
0.0
7.000
0.0
102
19.500
26.34
1.101
0.0
7.833
0.1134
0.888
Vel = 8.88
102
19.500
0.0
1
N
7.0
9.417
150
8.625
to
0.0
7.000
4.114
Fixed Loss = 4
103
10
26.34
1.101
0.0
16.417
0.1132
1.859
Vel = 8.88
103
10
0.0
1
N
7.0
11.583
150
14.598
to
R
1.0
13.000
0.0
104
10
26.34
1.101
O
5.0
24.583
0.1133
2.785
Vel = 8.88
104
10
0.0
1
O
5.0
14.083
150
17.383
to
0.0
5.000
0.0
105
10
26.34
1.101
0.0
19.083
0.1132
2.161
Vel = 8.88
105
10
0.0
1
O
5.0
2.000
150
19.544
to
0.0
5.000
0.0
106
10
26.34
1.101
0.0
7.000
0.1133
0.793
Vel = 8.88
106
10
0.0
1
2R
2.0
15.000
150
20.337
to
O
5.0
7.000
0.0
8
10
26.34
1.101
0.0
22.000
0.1133
2.492
Vel = 8.88
8
10
0.0
1
8R
8.0
52.750
150
22.829
to
2N
14.0
22.000
0.0
TOR
10
26.34
1.101
0.0
74.750
0.1133
8.467
Vel = 8.88
0.0
TOR
26.34
31.296
K Factor= 4.71
H5
19.500 4.9
13.34
1
O
5.0
4.583
150
7.429
K = K @ EQ=1
to
0.0
5.000
0.0
101
19.500
13.34
1.101
0.0
9.583
0.0321
0.308
Vel = 4.50
0.0
101
13.34
7.737
K Factor= 4.80
TOR
10
26.34
1
S
9.563
8.000
150
31.296
to
E
3.825
13.387
3.465
BOR
2
26.34
1.101
0.0
21.387
0.1132
2.422
Vel = 8.88
BOR
2 + 5.00
5.00
1.5
2E
8.704
4.000
150
37.183
to
0.0
8.705
2.166
UG1
-3
31.34
1.505
0.0
12.705
0.0340
0.432
Vel = 5.65
UG1
-3
0.0
1.5
3E
18.133
24.250
150
39.781
to
0.0
18.133
4.000
Fixed Loss = 4
METE
-3
31.34
1.61
0.0
42.383
0.0246
1.041
Vel = 4.94
METE -3 0.0 1 0.0 27.000 150 44.822
to 0.0 0.0 0.0
TEST -3 31.34 0.995 0.0 27.000 0.2557 6.905 Vel = 12.93
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
All-Star Plum & Fire Sprinkler Page 6
Fluter Residence Date 12.15.20
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe *****"" Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
0.0
TEST 31.34 51.727 K Factor= 4.36
Computer Programs by Hydratec Inc. Revision 50.53.5