HomeMy WebLinkAboutB17-1828 000-000-000/ - w= cam•.
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'File - Fire Sprinkler Hydraulics Calculation Program
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Elite Software Development, Inc.'
Living Water Designs
�
Cumberland
Scottsdale AZ 85260
frr.
Page 1
General Project Data Report
"
General Data
Project Title: Cumberland
Project File Name: Cumberland..fiw
Designed By: Chad Ryan
Date: April 22, 2017
Code Reference:
Approving Agency:
-*
"F" FITTING =
Client Name:
"T" RUN / B = ANGLE VALVE
Phone:
Address:
Company Name:
City, State Zip Code:
Representative:
G��!`��\O�
Company Address:
City And State:
—
Phone:
-
Building Name: 1 HEAD.
r
Building Owner:
9
Contact at Building:
Phone at Building:
Address Of Building: Mount Ida
City, State Zip Code:
Project Data
f
Description Of Hazard:
Residential
Sprinkler System Type:
Wet
Design Area Of Water Application:
324
ft2
Maximum Area Per Sprinkler: -
324' ft2
Default Sprinkler K -Factor: 1
0.00
K
Default Pipe Material: BLAZEMASTER CPVC
Inside Hose Stream Allowance:
0.00
gpm -
Outside Hose Stream Allowance:
0.00 gpm
In Rack Sprinkler Allowance:
0.00
gpm
.
Sprinkler Specifications
`
Make:
SENJU
.-
Model:
8464
Size:
7/16
Temperature Rating: -
162 F
Water Supply Test Data
Source Of Information:
,-
Test Hydrant ID:
Date Of Test:
Hydrant Elevation:
0
ft
Static Pressure:
128.00 psi ,
Test Flow Rate:
1000.00
gpm
Test Residual Pressure:
1127.00 psi
Calculated System Flow Rate:
22.01
gpm
Calculated Inflow Residual Pressure:
67.01 psi
Available Residual Pressure At
128
System Flow:
psi
,
Calculation Project Data
Calculation Mode:
Demand
HMD Minimum Residual Pressure:
12.05
psi
Minimum Desired Flow Density:
, 0.05 gpm/ft2
Maximum Water Velocity:
0.00
ft/s
Maximum Frictional Loss/ 100 feet:
20.00 psi
Number Of Active Nodes:
19
r
Number Of Active Pipes:
18
Number Of Inactive Pipes:
Number Of Active Sprinklers:
1
Number Of Inactive Sprinklers:
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Fire -- Fire Sprinkler Hydraulics Calculation Program - T
✓
Elite Software Development, Inc.
Living Water
Designs
Cumberland
Scottsdale AZ 85260
t
Page 2
Fire Sprinkler Output Data
Overall,
Pipe Output Data
Beg.
Nodal Spk/Hose
Residual
Nom. Dia.
q (gpm)
F. L./ft
Pipe-Len.
PF-(psi)
• End.
Elevation
KFactor Discharge
Pressure
Inside Dia
Q (gpm)
(psi/ft)
Fit-Len.
PE-(psi) '
Node
(feet)
_(K) (gpm)
(psi)
C-Value
Velocity
Fittings
Tot-Len.
PT-(psi)
(fps)
Type-Grp
(ft)
y
5
4.90 9.00 17.01
12.05
1.00
.17.01
0.05042
0.50
-0.378
6
0.00 9.50 0.00
12.21
1.101
17.00
-E,
7.00
-0.217 ,
BLAZEMASTER CPVC
150
5.73
0
7.50
0.162
2
0.00 9.50-,. 0.00
.13.13 _
1.00
,0.00
0.00000
8.25
0.000
22
0.00 .9.50 0.00
13.13
1.101
0.00
T
5.00
0.000
BLAZEMASTER CPVC
150,
0.00
0-
13.25
= 0.000
_4'
0.00" 9.50 0.00
13.13
1.00
OAO
0.00000
4.20
0.000
22
0.00 9.50 ' 0.00
13.13
1.101
0.00
T
5.00
0.000 '
I
BLAZEMASTER CPVC
150
0.00
0
9.20
0.000
6
0.00 9.50 0.00
12.21
1.00
0.00 -,0.05042
12.30
0.923
24
0.00 9.50 0.00
13.13
1.101
17.00'
� FT
6.00
0.000
BLAZEMASTER CPVC
150
5.73
0
18.30
0.923
•22
•0.00 9.50 0.00
13.13
1'.00
0.00
0.00000
27.70
0.000'
24
0.00 9.50 0.00
13.13
1.101
0.00
3F
_ 3.00
0.000:
BLAZEMASTER CPVC
150
0.00
0
30.70
0.000
24
0.00 9.50 0.00 -
.13.13-
1.00
0.00
.0.05044 -
28.70
3.364
'26
0.00 10.00 0.00
16.28
1.101
17.01
3F5E
38.00
-0.217 ,
BLAZEMASTER CPVC -
150-
5.73 .,
0
66.70
3.148
26
0.00 10.00•' 0.00
16.28
1.00
0.00
0.05044-
-42.30
3.092
75.
0.00 9.50 0.00
19.59
1.101
`17.01.
4F3T
19.00
0.217
BLAZEMASTER CPVC
150
5.73
0
61.30
3.308
28
0.00 9.50 0.00
19.59
1.00
- 0.00
0.00000 ,
58.10
'0.000 7 _
75
0.00 9.50 0.00
.19.59
` ' 1.101
0.00
5F3E2T ,
36.00-
0.000
BLAZEMASTER CPVC
150
0.00
0
94.10
0.000
75
0.00 9.50 0.00
19.59 ,
1.00
0.00
0.05044
'. ,4.50
0.328
100
0.00 0.00 0.00
24.03
1.101
17.01
2F
2.00
4.114
` -
BLAZEMASTER CPVC
150
5.73
0'
6.50 1
4.441
X100
FS r' -0.00
24.03
t
17.01
'
110
.3.00 psi 0.00
27.04
110
0.00 0.00 0.00 .
27.04
.1.00
0.00 '
0.07146
13.00
2.287
.115
0.00-2.00 0.00 _
30.19.
.1.025
17.01
4EC
19.00
0.866
TYPE L COPPER TUBE
150•
6.61
0
32.00
3.153 -
115
0.00 -2.00 . 0.00
` 30.19
1.00
, 0.00
..0.07012
1.50
0.526
` 120•
_ 0.00 -2.00 5.00 ,
30.72
1.029
17.01
T
6.00
0.000.
SCHEDULE 40 PVC
150
6.56
0
•7.50
0.526 ,
Fire ---Fire Sprinkler Hydraulics Calculation"Program
-
--Elite Software Development,lnc.
`I Living Water Designs
Cumberland
'Scottsdale AZ 85260
Page 3`
Fire Sprinkler Output Data
'
Overall Pipe Output Data (cont'd)
` r
Beg. Nodal Spk/Hose .
Residual
Nom. Dia.
q (gpm)
F. L./ft
Pipe-Len.
.PF-(psi)
i Elevation
End. KFactor Discharge
Pressure
Inside Dia.
Q (gpm)..
(psi/ft)
Fit-Len.
PE-(psi)
• (feet)
Node (K) (gpm)
(psi)
. C-Value
Velocity
.Fittings'
Tot-Len.
^
PT-(psi)
F
(fps)
Type-Grp
(ft)
: 120 0.00 -2.00 5.00
30.72'
1.50
.5.00,
0.01277.
r 195.00
2.626 '
125 0.00 -25.00 0.00
43.30
-1.610
.22.01
F2E�
10.70
9.959
SCHEDULE 40 PVC
150
3.47
0'.
205.70
12.585
' 125 0.00 -25.00 0.00
' 43.30
1.00 i
' ` 0.00.
0.1.1512
4.00
1.151 `
130. 0.00 -21.00 0.00
42.72
1.025,
22.01
•'
--2E
6.00
-1.732 Y i
TYPE LL COPPER TUBE
150
8.56
0
10.00
-0.581
Backflo +
130 21.00
Prev
42.72
22.00
135 12.00 psi : f -21.00
54:76
• 135 -21.00 0.00
54.76
1.00
0.00
0.11512 •
- 5.00
1.266 ,
140 0.00 -25.00 • 0.00
57.76
1.025
22.01
2E ,.
6.00
,'
1.732
TYPE L COPPER TUBE
150
8.56
0
11.00
2.998 -"
140' ' Meter'.' -25.00
57.76_
22.01
i
150 3.00,psi 725.00
60:76
^
^
150 0.00 '' -25.00 0.00
60.76
1.00;
0.00
0.2.4877-
10.00
6.244 -
160 • 0.00 -25.00 0.00
67.01.
0.875
22.01
B
15.10
0.000
HDPE
;. 150
11.74
0 -
25:10
. ' 6.244
Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B.= Butterfly Valve, G = Gate
Valve, C = Check Valve
c 9-r- -
Fire - Fire Sprinkler H draulics- Calculation Pro am.
Y
—'- —
----
Elite Software Develo Development, Inc:
WaterDesigns
i
Cum
SLiving cottsWa
85260 .
Page'4
Fire Sprinkler Output Summary
'
..
Hydraulically Most Demanding Sprinkler
Node
'HMD Sprinkler Node Number: , . ,l 5
HMD Actual Residual. Pressure:' r
12.05
psi
r
- '`' •-4.
HMD Actual GPM: , r - f
17.01
gpm
- 4• "
Sprinkler Summary
,;Sprinkler System Type:
Wet
Specified Area Of Application:
324.00
ft'
Minimum Desired Density: ; -
0.050
gpm/ftz
Application Average Density: . • ,
y ; -0.052
gpm/ft2
Application Average Area Per Sprinkler: _
324.00
ftz. ,
.:- ... ' • - . 4 ;
Sprinkler Flow:.
17.01
gpm
Average Sprinkler Flow:
'17.01
gpm
Flow Velocity And Imbalance Summary
" •
v
;Maximum Flow Velocity (In Pipe 150-160) ..
11.74'
ft/sec
Maximum Velocity Pressure ( In Pipe 150 - 160 ). .. ,
0.93
psi
Allowable Maximum Nodal Pressure Imbalance:
0.0100
psi
'Actual Maximum Nodal Pressure Imbalance:
0.0075
psi , ,,
Actual Average Nodal Pressure Imbalance: '
0.0025
psi
Actual Maximum Nodal Flow Imbalance: °'
0.0053
gpm-
Actual Average Nodal Flow Imbalance: ' -
0.0017'
gpm
'
%
• ^' M
Overall Network Summary ` .,
_
.. • -
Number Of Unique Pipe Sections:
18
•�:
,Number Of Flowing Sprinklers: "'
_ 1
�-
.
_
-Pipe System Water Volume:
8.56
gal.,
Sprinkler Flow: ' _
ti
17.01
gpm' ^
` : _ .. 'f
`
Non-Sprinkler Flow: ..
5.00 "gpm-
'a
Minimum Required Residual Pressure At System Inflow
Node:. -.
67.01
psi.
Demand Flow At System Inflow Node: -
22.01 'gpm'
Fire -fire Sprinkler Hydraulics Calculation Program -Elite Software Development; Inc:"
Living Water Designs Cumberland;
. Scottsdale,.AZ 85260
Pa d 5 ,.
200
F
`
180
160.
+
140
Q
N
120
y
100
• (D
� � •d
80
Z
.. r
41
40
r
20
Fire -fire Sprinkler Hydraulics Calculation Program -Elite Software Development; Inc:"
Living Water Designs Cumberland;
. Scottsdale,.AZ 85260
Pa d 5 ,.
1, 2.' ' 3 4 5! .6• 7 8 s ' 9 10
= Flowrate(x100) 9Pm .
,.
Supply Curve Data
Static Pressure: 128 psi
.Test Residual Pressure: 127 psi,
Test Flow Rate: 1000 gpm'
Demand Curve Data
r
Calculated Residual Pressure: 67.01 psi
Calculated Flow Rate: 22.01 gpm
Excess Available Residual -Pressure At Calculated Flow: 60.99 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi - r�
r
,
200
F
`
180
160.
+
140
Q
N
120
y
100
• (D
� � •d
80
Z
.. r
60
40
r
20
0
1, 2.' ' 3 4 5! .6• 7 8 s ' 9 10
= Flowrate(x100) 9Pm .
,.
Supply Curve Data
Static Pressure: 128 psi
.Test Residual Pressure: 127 psi,
Test Flow Rate: 1000 gpm'
Demand Curve Data
r
Calculated Residual Pressure: 67.01 psi
Calculated Flow Rate: 22.01 gpm
Excess Available Residual -Pressure At Calculated Flow: 60.99 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi - r�
r
,
t y., 7 • * -
Fire Sprinkler Hydraulics Calculation Program
Elite Software Development Inc.
]:!FiFe_-
Living Water Designs
_
Cumberland
Scottsdale AZ' 85260
Pa e 1
General Project Data Report
General Data .
- r
Project Title: Cumberland
,
Project File Name: Cumberland..fiw
Designed By: �-Chad Ryan
=
Date: , April 22, 2017
Code Reference:,
Approving Agency:
r +;
w - "F" FITTING =
R
"T" RUN / B = ANGLE VALVE ,;
Client Name:
Phone:
4 r
Address: ,
-..
City, State Zip Code:
Company Name:
Representative:
,
Company Address:
City And State:
_ A
Phone: ':
F
Building Name: +2 HEAD,
?
Building Owner:
Contact at Building:
Phone at Building:
Address Of Building: Mount Ida
City, State Zip Code:
Project Data
Y
;
Description Of Hazard:
Residential
Sprinkler System Type:.,
Wet .
Design Area Of Water Application:
512 ft2
' Maximum Area Per Sprinkler:
256 ft2
Default Sprinkler K -Factor: _
0.00 K.
Default Pipe Material: _: BLAZEMASTER CPVC
Inside Hose Stream Allowance:
0.00 gpm
Outside Hose Stream Allowance:
0.00 gpm
In.Rack Sprinkler Allowance:
0.00, gpm
ti
Sprinkler Specifications
Make: _.'•
SENJU
Model: -
8464 ,
Size:
7/16 '
Temperature Rating:. - 4 . "�
' 175 F.
Water Supply Test Data
- - '00
.
Source Of Information:
Test Hydrant ID: ` - •
` 4.
Date Of Test:
-' }
Hydrant Elevation:
0• ft
'Static Pressure:
128.00 psi r
Test Flow Rate: ' ' ,
1000.00 gpm .
Test Residual Pressure:
127.00 psi ;
Calculated System Flow. Rate: •
33.12 gpm; •
'.Calculated Inflow Residual Pressure:.
94.94 psi: , x
.Available Residual Pressure At ,.
128 psi .
-,.
System Flow: •Y
_ •.
Calculation Project Data
-}
Calculation Mode:
Demand
HMD Minimum Residual Pressure:,
8.20 psi
Minimum Desired Flow Density:
. 0.05 gpm/ftz,
Maximum Water Velocity:
0.00 ft/s , •
Maximum. Frictional Loss/ 100 feet:
y' 20.00 psi
NumberOf Active Nodes: ;
20
" Number Of Active Pipes:
19
Number Of Inactive Pipes:
* .. 31
Number Of Active Sprinklers:
2 ,-
Number Of Inactive Sprinklers: '•
r '
�' � �a a <� .F
.+
r
-
•• x•
RprTF�O
��� �C�
`.a+ �
�
•„ .r •• {
*
f
Fire - Fire Spni fikler Hydraulics Calculation Program
f
Elite Software Development, Inc.
j,Living Water Designs
Cumberland
`Scottsdale,
AZ 85260________ _ -- _- -
_ _
_E
Page 2
!!!!!!
Fire Sprinkler Output Data
`
Overall Pipe Output Data
Beg.
Nodal Spk/Hose
Residual
Nom. Dia.
q (gpm)
F. L./ft
Pipe -Len.
PF -(psi) '
End.
Elevation
KFactor Discharge
Pressure
Inside Dia.
Qpm)
WPM)PE-(psi)
(psi/ft)
Fit -Len.
'
Node
(feet)
(K) - WPM)-
(psi)
C -Value
Velocity
Fittings
Tot -Len.
PT -(psi)
(fps)
Type -Grp
(ft)
1
4.90 9.00 14.03
8.20
1.00
14.03
.0.03533
0.50
0.194 Y J
2
0.00 9.50 0.00
8.18
1.101
14.03
T
5.00
-0.217
BLAZEMASTER CPVC
150
4.73
0 '
5.50
-0.022
" 3 • ,
4.90 ., 9.00 14.09
8.27
1.00
14.09
0.03560
0.50
0.267•
4
= 0.00 9.50 0.00
8.32
1.101
14.09
E
7.00
-0.217 -
BLAZEMASTER CPVC
150
4.75
0
7.50
0.051 ,
.6
4. 0.00 9.50 0.00
12.57
1.00.
-0.00
0.00000
12.30
0.000
24
0.00 9.50. , 0.00
12.57
1.101
0.00
FT
6.00
0.000
'
BLAZEMASTER CPVC '•
150
0.00.
0
. 18.30
0.000
2
0.00 .9.50 0.00
8.18
1.00
0.00
0.03533
8.25
0.468
22
0.00 9.50 0.00
8.65'
1.101
14.03
T
= 5.00
0.000
• BLAZEMASTER CPVC
150
4.73
0
13.25
0.468
4
0.00- 9.50 0.00
8.32
1.00
. 0.00
0.03560
4.20
0.328
22
0.00 9.50 0.00
8.65
1.101
14.09
•T ..
• 5.00
0.000
=
BLAZEMASTER CPVC
150
4.75
0'
9.20
0.328
22
0.00 9.50 0.00
8.65
1.00
0.00
0.12787.
27.70
3.926 '
24
0.00 . 9.50 0.00
.12.57
1.101
28.12
- 3F.
3.00
0.000
BLAZEMASTER CPVC
150
9.48
0
30.70
3.926
24.11
0.00.- 9.50 0.00
12.57
1.00
28.12
0.12787'
,_.,28.70
8.529
26.
. • 0.00 ' 10.00 0.00 ,
20.88
1.101
28.12
3F5E
38.00
..
-0.217
BLAZEMASTER CPVC
150
9.48
0-
66.70
8.312
28
0.00 9.50 0.00
28.94
1.00
0.00
0.00000
58.10
0.000
. 75'
0.00 9.50 0.00
28.94'
1.101
0.00
5F3E2T ` '
36.00
0.000
BLAZEMASTER CPVC
150
0.00
0
.. 94.10
0.000
26
0.00 - 10.00 0.00
20.88.
1.00
0.00
0.12787
42.30
7.838
75
0.00` 9.50 0.00
28.94
1.101
28.12
4F3T'
19.00
0.217
BLAZEMASTER CPVC
150
9.48
0 •
61.30
8.055
75, ,
0.00 9.50 0.00
28.94
1.00
28.12
0.12787.
4.50
- 0.831 '
100
0.00 .' - . 0.00 0.00
33.88
1.101:
28.12
2F
2.00 -`
. 4.114
'BLAZEMASTER CPVC
150
9.48
0
6.50
4.945
100
- FS 0.00
33.88
28.12
..110
3.00 psi 0.00
36.89
110• '
0.00 10.00 0.00
36.89 '
1.00
0.00
0.18115
13.00
5.797
115
'0.00 - ` -2.00 0.00
43.56 1.025 "
28.12
4EC
• 19.00
0.866
TYPE L COPPER TUBE
150
10.93
0
32.00
6.663
t
Fire - Fir6_Sprinkler Hydraulics Calculation Program
s7
Elite Software Development, Inc.'
,Living Water Designs
Cumberland
Scottsdale, AZ 85260 �
' _ _ -
'.
-'_,.Yu.'+
Pa e 3
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd),
Beg. Nodal Spk/Hose
Residual • Nom. Dia
q (gpm)
F. L./ft
Pipe -Len.
PF -(psi)
Elevation ,
' . End. KFactor Discharge
Pressure Inside Dia.,
Q (gpm) •
(psi/ft)
Fit -Len.
PE -(psi)
Node K m
O (feet) WP )
si
C -Value
Velocity
Fittings f
Tot -Len. ..
�.
PT -(psi),
.. ,.
.(psi)
Type
o
..
1.15. :- 0.00 '� -2.00- '• 0.00
43.56
.1.00
0.00
0.17775
.. 1.50.
1.333 ? .
120 0.00 ,` °-2.00 15.00 ,
44.89
1.029
28.12
T '
, 6.00
'0.000.
SCHEDULE 40 PVC
150
10.85
•
0
7.50.
4
1'333•
X120 0.00 •,: -2.00 5.00
44.89 t
1.50
5.00
0.02720.
195.00
5.594
` 125 ; 0.00 '' -25.00 0.00
60.44
1.610
33.12
F2E
10.70
9.959
.,SCHEDULE 40 PVC
150
5.22.
0
205.70
15.553
125 0.00 -25.00. 0.00
60.44
1.00
0.00.
0.24521
4.00 .,
2.452
�- -`13 0 0.00 -21.00 0.00
61.16.'
1.025
33.12
'' .- 2E
6.00','
-1.732.
TYPE L COPPER TUBE .
150 -.
' 12.88
0
", 10.00 ,'
0.720
Backflo-21.00
-.130 -
61.16
33.12Prev
135 `12.00 psi ` =21.00
73.20
--.135 0.00 -21.00 0.00
73.20
1.00
0.00
0.24521 '; '5.00
2.697
.140 ' 0.00 % -25.00 '.+0.00 -
77.63
1.025
33.12
2E
6.00
1.732 , +
�'.
' TYPE L COPPER TUBE
150 i
12.88 `
"' 0
, • .. 11.00 t
4.429
• 140 Meter --25.00 '
77.63
33.12
-
150 4.00 psi -25.00
81.64
•
- 150 0.00 -25.00 . 0.00
81.64
1.00
0.00
0.52989.
f 10.00
13.300
160.. `' 0.00 -25.00 0.00
94.94
0.875
33.12
- ' .B,
15.10
0.000
HDPE ' , . -
150
17.67
= 0-
25.10
13.300 ,
Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow,
L = Long Turn Elbow_ , T='Tee or Cross, B = Butterfly Valve,.G = Gate
Valve; C'= Check Valve
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Fire - Fire Sprinkler Hydraulics Calculation Program
Fire - Fire Sprinkler Hydraulics Calculation Program
-
Elite Software Development, Inc.
;•.Living Water Designs
Cumberland
Scottsdale AZ 85260 - _ -
�; 4eW1 t _
Page 4
Fire Sprinkler Output Summary
x
Hydraulically Most Demanding Sprinkler
Node
-- ;
HMD Sprinkler Node Number:
+ 1
HMD Actual Residual. Pressure:
8:20
psi
•
-(HMD Actual GPM:
14.03
gpm
r
Sprinkler Summary
"Sprinkler System'Type:
Wet
c
-Specified Area Of Application:
512.00
ft2 -
-'
Minimum Desired Density:
0.050
gpm/ft2
Application Average Density:
0.055
gpm/ft2
Application Average Area Per Sprinkler:
256.00
ft2
Sprinkler Flow: -
28.12
gpm--
Average Sprinkler Flow:
14.06
gpm
'
Flow Velocity, And Imbalance Summary
Maximum Flow Velocity ('In Pipe 150 - 160)
17.67
ft/sec
Maximum Velocity Pressure ( In Pipe 150 - 160)
2.10'
psi
Allowable Maximum Nodal Pressure Imbalance:
0.0100
psi ,
` Actual Maximum Nodal Pressure Imbalance:
F 0.0091
psi
Actual Average Nodal Pressure Imbalance:
'0.0028
psi
'-Actual Maximum Nodal Flow Imbalance:
-0.0006
gpm
Actual Average Nodal Flow Imbalance:
0.0001
gpm
.;
Overall Network Summary
Number. Of Unique Pipe"Sections:
19
,
Number Of Flowing Sprinklers:
2
,
Pipe System Water Volume:.
9.02
gal
Sprinkler Flow:
28.12
gpm
Non -Sprinkler Flow:
5.00
gpm
Minimum Required Residual Pressure At -System Inflow
94.94
-�
• `
Node: - \�
psi
-. . , - • '
Demand Flow At Systerii Inflow Node:
33.12
gpm
.
r
Fire'- Fire Sprinkler Hydraulics Calculation Program
Elite: Software Development, Inc.,
' Living Water Designs f
Cumberland
Scottsdale AZ 85260• 1.,
Page 5
Fire Sprinkler Output Data -
Hydraulic Supply/Demand Graph
• `
200,
180
`
,•.
�.•
160
140
1
12,7
CL _
120
• •.,
y 100
,
}
•" -• ,
ii 80
60
J
4
y
40
'1
f
C
20
i
w .
0
• t ,ti.
1.. 2 3 4 5 6 7 8
9 10
Flowrate(x100) gpm
Supply Curve Data
Static Pressure: 128 psi
Test Residual Pressure: 127 psi
(Test
Flow Rate: 1000 gpm
,
Demand Curve Data
Calculated Residual Pressure: 94.94 psi `d
_Calculated Flow Rate: 33.12 gpm '
Excess Available, Residual Pressure'At Calculated Flow: 33.05 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi
101
®- �e e�FalameGLL
MRR 201
�
u—�s'� @ ry 5%Y7' -'-'t �� D coma r,�'a '
�,�,m1pe-et"" a,s Oj I ePe9 .pings & Solvent Cement
FG -2-0312
COFFOSIOn Resistg--W 0 Superior Flow e Ease of in
stalladon
Spears'--' FfameGuatido CPX7C Fire -de Products pros -de a cost
effiectilve altemative to metal systems with advantages of high corrosion
resistance, improved system hydraulics, ease of installation and quick
assembly ivith readily available tools. CPUC Fire Sprinkler Systems are
based on proven
products that
have been in continuous service for
ot-erti0years. Spears i - Via meeua ado
products are approved by LL -r.. F -W _
Global; LPCB and Certified bur NSF
International for potable water use.
Check local codes for restrictions and
limitations.
Unlike metal systems- FlameGuard CPtFC products never
rust scale or pit and do not sustain biological grot,vl- a cause
of-MicrobioloeicaUr Influenced Corrosion ( fIC),which can
destroy metal tire sprinkler sy stems rmnt the inside out.
The smooth-wali interior surfaces of ElameGuarde CP -kr C
SYS(, -ms result in reduced fiic:tion loss over metal systems.
The design floe° cihtuacteristics remain constant thtvashout
the (lie of the product because there is no interior corrosion_
in the system due to microbiological activity.
FlameGuard CPVC Products are produced in combinations
of Schedule 40 and Schedule 80 Fitting configurations con-
forming to AST 1d F43 8 ori• 439 standards and F1ameGuardo
SDR 13.5 CPUC Fin; Sprinkler Pipe conforming toAS1ILI 1=
442 standards. LJU Rated working pressure is 175 psi
(1200kpa) .? 15VF (65=C) (LPCB rated to 120-F) (49-C)
FlameGuard° CPVC system installations siginiiicanti,
reduce costs over conventional metal piping b- vinualh
ciirninating prefabrication. systems can be ibiiv installed
on site using solvent cement join in methods.
FlameGuard° CYVC Fire Sprinkler Producis are L'L-
listed for i -S, and Canada applications for Light Hazard
occupancies as defined in META 13_ Residential occupancies
up to and including 4 -stories as de fined in \FNX i3R_
and Residential occupancies for one and two familo
dwellings and manufactured homes as defined in \FPA
13D. Consult Spears FlameGuard CPirC Fire Sprinkler
Products Installation instructions and \FPA Standards for
additional applications including air plenum, s:steslt :;ser,.
concealed- exposed. underground, combustable attic_
earage_ basement and low pressure dry piping installations.
FlameGuard CPNrC Fire Sprinkler Products carry a
limited lifetime warranty against detects in material o:
workmanship. Consul Spears" warranty for additional
details.
PROCRESSNEPRODUCTSFROVI
=` SPEARS -x I1'tlNOVATION
1 TEOWOLOur
Fra rR Visit our web site: uvwx _spearsmt.eom
IN
LPCB
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s�:ic!ll�lCL:' !
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SENJU SPRINKLER 0 ' O.,LT®o
Residential Lead Free Flat Concealed Sprinlr;W
Pendent.
Model: RC -RES, K Factor.• 4.9 SIIV • SS8464
GENERAL DESCRIPTION
The Model RC -RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These
are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn
concealed above the ceiling_ The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The
push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows easy installation of the cover plate.
Therefore, the Model RC -RES should be your first choice when aesthetics is the major consideration for ultimate appeal and
unbeatable performance is desired. The Model RC -RES is designed for the residential occupancies and it is perfect for use in
homes, hotels and other living quarters.
The Model RC -RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and
Manufactured Homes per NFPA 131); wet pipe residential sprinkler systems for Residential Occupancies up to and Including
Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13.
The Model RC -RES has a 4.9 (70.6 LPM/bar'n) K -factor that meets the required residential flow rates with minimal residual
pressure, which allows for smaller pipe sizes and water supply requirements.
For extended installation flexibility, the Model RC -RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in
installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of
pipe lengths.
The heat sensitivity and water distribution design of Model RC -RES allows for an increased chance of residents' escape or
evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety
construction required by building codes.
"Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWi4s Water Utility Council, and
California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes,
plumbing fittings and fixtures.
WA P101AGS
The Model RC -RES must be installed and maintained in accordance with the rules stated herein as well as in
compliance with the applicable standards of the National Fire Protection Association regulations and the standards of
any other authorities having jurisdiction.
In the event of this condition, consult the authorities having jurisdiction for guidance and approval.
Failure to do so may impair the integrity of these devices.
It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative,
and in tum, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is
responsible for maintaining their fire protection system and devices in proper operating condition. The installing
contractor or sprinkler manufacturer should be contacted with any related questions.
Document No. U085160 Date : Feb/09/2015
Page :4 of 8
A minimum discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically
demanding sprinklers for the actual coverage areas being protected by the four sprinklers.
TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464
Maximum
Ordinary
Intermediate
Coverage
Maximum
Temperature Rating
Temperature Rating
Deflectorto
Minimum
Area(e)
Spacing
162`f (72°C)
175`F (79°C)
Installation
Spacing
Flow
Pressure
Flow
Pressure
Ft. x Ft.
Ft.
Ceiling
Type
Ft.
(m xm)
(m)
GPM
PSI
GPM
PSI
(m)
(LPM)
(bar)
(LPM)
(bar)
12x12
12
13
7.0
13
7.0
Smooth
Ceilings
(3.7x3.7)
(3.7)
(49.2)
(0.48)
(49.2)
(0.48)
318 to 7/8
Inches.
1014
14
13
7.0
13
7.0
(4.3x4.3)
(4.3)
(49.2)
(0.48)
(49.2)
(0.48)
Beamed
Ceilings
per NFPA
16x16
16
13
7.0
14
8.2
13D,13R
8
(4.9x4.9)
(4.9)
(49.2)
(0.48)
(53.0)
(0.57)
or 13
Concealed
(2.4)
Installed
18x18
18
17
12.0
18
13.5
in beam
3/8 to
(5.5x5.5)
(5.5)
(64.3)
(0.83)
(68.1)
(0.93)
718
inches
20x20
20
21
18.4
below
(6.1x6.1)
(6.1)
(79.5)
(1.27)
—
—
bottom of
beam.
(a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the
Next Higher Coverage Area listed.
(b) Requirement is based on minimum flow in GPM/LPM from each sprinkler. The associated residual pressures are
calculated using the nominal K -Factor. Refer to Hydraulic Design Criteria Section for details.
(c) For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of
NFPA 13D, 13R or 13 as applicable.
_Sprinkler Spacing Criteria
The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the
coverage area calculated by using the specific hydraulic factors. (Ref. Table A)
INSTALLATION
The Model RC -RES must be installed in accordance with the following instructions.
NOTES
Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which
show deformation or cracking in either the Sprinkler or the Protective Cap.
Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the
potential for damage to sprinklers that would cause improper operation or non -operation.
The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The
Protective Cap must be removed to place the sprinkler In service.
Document No. 0085160 Date : Feb/09/2015
� ��'
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Models Available
UL/FM Models
SSM 24-6
SSM 24.8
SSM 24.10
SSV120.6
SSV120-8
SSV120-10
ULC/Canadian Models
SSM 24.6A
,SSM24.8A
SSM24-10A
SSV120.6A
SSV120-8A
SSV120-10A
"I
Weatherproof Back Box
WBB
Product Overview,
Approved for indoor and outdoor use
Low current draw
High d8 output
'three sizes available 6", 8", 10"
AC and DC models
DC models are polarized for use with
supervision circuitry
Mount diredtly to standard 4" square
electrical box
` Engineering Specifications
System Sensor's SSM and SSV series bells are low current, high decibel notifi-
cation appliances for use in fire and burglary systems or other signaling appli-
cations.
Reliable Performance. The SSM and SSV series provide loud resonant tones.
The SSM series operate on 24VDC and are motor driven, while the SSV
series operate on 120VAC utilizing a vibrating mechanism.
Simplified Installation. For indoor use, the SSM and SSV series mount to a
standard 4 inch square electrical box. For outdoor applications, weather-
proof back box, model number WBB, is used.
The SSM and SSV series come pre -wired, to reduce installation time. The SSM
series incorporate a polarized electrical design for use with supervision circuitry.
Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome
strikers and operating mechanisms. Gongs on said bells shall be no smaller
than nominal 6"/8"/10" (specify size) with an operating voltage of 24VDC or
120VAC (specify by part number). Bells shall be suitable for surface or semi -
flush mounting. Outdoor surface mounted installations shall be weather-
proof (using optional WBB weatherproof electrical box). Otherwise bells
shall mount to a standard 4" square electrical box having a maximum pro-
jection of 2Y,", Bells shall be located as shown on the drawings or as deter-
mined by the Authority Having Jurisdiction. Bells shall be listed for
MEAMEA indoor/outdoor use by Underwriters Laboratories and the California State
approved Fire Marshal, and approved by Factory Mutual and MEA.
Models Available WFDTH Waterflow Detector
WFDTH
Waterflow Detector
WFDTHA
Waterflow Detector
(ULC/Canadian)
Replacement Parts
A77-01-02
Terminal Block
A3008-00
Retard Mechanism
PRK9
Paddle Kit
S07-6602
Tamper Screws for Cover
WFDW
Tamper Proof Wrench
for Cover
C58-16401
Metal Cover
Product Overview
Designed for use in residential sprinkler The System Sensor WFDTH Retard T -Tap Waterflow Detector is designed for primary
systems signaling in residential systems and fits within 2x4 stud wall construction. The
model fits any tee that has a 1" NPT branch, Including. 1'; 1�4' and 11h" NPT
Sealed Retard mechanism (Model threaded ferrous and brass tees; 1', 1�a", 11 z" and 2" copper sweat tees; Central,
WFDTH) assures that the retard Is not Spears', and Victaulic° brand V CPVC tees; and 11f2" polybutylene tees. For 2" cast
contaminated by dust and dirt when the and malleable threaded tees use 2" paddle (P02.0023-000) provided.
cover is removed
Design. The design of the WFDTH makes it easy to install and simple to
Visual switch activation permits installer maintain. It can be mounted in the vertical or horizontal position. Two conduit
to accurately set the retard ever, under openings permit easy attachment to the local alarm system. The retard mecha-
extremely noisy conditions nism and switch assembly are field -replaceable.
Rugged, dual SPDT switches are Features. Twelve different flexible paddles fit 1", lr/a", 11/2" and 2" tees. Sizes
enclosed in a durable terminal block for are marked clearly on the paddle for ease of installation. Plastic paddles slip
added strength over the actuating lever and are securely fastened with one screw. The handy
depth gauge insures the proper installation depth and clearance of the detector
Accommodates up to 12 AWG wire to the tee.
100% synchronization fires both alarm Construction. The WFDTH includes a durable and tamper resistant enclosure.
panel and local bell simultaneously Its sealed retard assures that the delay mechanism is not contaminated by dust
and dirt when the cover is removed. The long lasting cover completely encloses
the electrical components to further keep out dust and dirt. Improved self-guid-
�L MEA ing security screws and removal tools make detectors resistant to tampering and
approved simplify field maintenance.
LISTED
O °
O�
P.O. Box3365South EI Monte, CA 91733 626.444.0541 .Fax 626.444.3887 www. Afcon.org
515
DOUBLE OFFSET
HANGER & RESTRAINER
CPUC
Hanger/Restrainer
SIZE -SYSTEM PIPE: 3/4" and 1"
MATERIAL - Carbon Steel_ Hanger/Restrainer
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
`tom '3203 - EX 4231
PATENT - No. 6,702,236 "
FUNCTION - Hanger for support of CPVC pipe.
Seismic restraint - Both horizontal and vertical.
Vertical restraint for sprinkler discharge.
INSTALLATION - Per these instructions
including NPFA 13, 13R, 13D and CPVC manufacturers.
When fastener threads are exposed through wood, install backing nut.
ASSEMBLY/ATTACHMENT -See drawings.
SPECIAL a@as FASTENERS PER NFPA 13 - See table.
LIST®
FEATURES
* Double 1 1/2" offset with common pipe center -line.
* Offset edge eliminates abrasion.
* Pipe bore provides robust support for rough job conditions.
Pipe slides easily through bore.
`um� MOUNTING FASTENERS
h
CPVC Pipe
Wood
Hanging
#904 or #10 x l SMS
Vertical Restraint
#904 or #10 X SMS
Horizontal Restraint 1
SMS
#904 or #14 x 1/2 SMS
AFCO1—#904 Custom screw included - 3/8" hex head. -5 —M-1so ,
ORDERING ; Part # and pipe size.
specific AFCOA'products ore osclusively designed to be compatible ONLY with othcrAFCON products including parts and fastrnors, resulting in a listed sway brace, restrainer or hanger assembly.
Be advised the following warranty restriction v011 apply. OISCLAINIFR - AFCON will NOT warrant nOnst Ole failure of its products when used in combination with other products, parts or sems
not manufactured or sold by AFCON. AFCON shall NOT he liable under any circurnsmitces whatsoever for any direct or indirect, incidental or consequential damages of any kind• including but noystt
limited to loss of business or profil. %vhcn non-AFCON products have bmt or me used. ,
+, t 10/15
I
o
P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
514
OFFSET
HANGER & RESTRAINER
CPVC - COPPER - STEEL
SIZE - SYSTEM PIPE: 3/4" thru 2" r
MATERIAL - Carbon Steel.
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
t yt us
um 203 - EX 4231, EX 2551
ze 314 -1 114: Fastener
lacing fits on wood 2 x 4
Installation - Backing Nut
Hanger = 1 - at top fastener
Restraint = 2 - on each fastene
PATENT - No. 6,648,278.
FUNCTION - Hanger for support of CPVC or copper pipe.
Hanger for steel pipe at 15' spacing per NFPA 13.
Seismic restraint - Both horizontal and vertical.
Vertical restraint for sprinkler discharge. Hanger/
INSTALLATION - Per these instructions Restrainc
including NFPA 13, 13R, 13D and CPVC manufacturers.
Snap over pipe then squeeze strap back allowing pipe to slide freely.
When fastener threads are exposed through wood, install backing nut - See drawing.
ASSEMBLY/ATTACHMENT - See drawings.
SPECIAL -(Das FASTENERS PER NFPA 13 - See table.
ustm
FEATURES
1 1/2" Offset
Common center -line for 3/4" and I".
Offset edge eliminates abrasion.
AFCON#905 Custom screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
IIFCON#906 backing nut sold separately.
'& MOUNTING FASTENERS
Urn
Pipe Wood Wood - Th. srs^ Gyp Steel - MM. IB GA.
CPVC #905 or#10 xl SMS #14 x 2 SMS or I/4 x 2 LS #14 SMS or ]/4 Tck
Steel/Copper #14 x 1 1/2 SMS or 1/4 xi 1/2 LS #14 x 2 SMS or I/4 x 2 LS 414 SMS or 1/4 Tck
ZZs= Shea Metal.screw
LS =hu sane
riyp- Gypsum Omni
Tek-Tck Scree
Hanger/Restrainer
Hanger/Restrainer
bilize
specific AFCOA'producls are exclusively designed to be compatible ONLY with other.lFCOXproducts including pans and fasteners, resulting in a listed sway brace, rtstminer or hanger assembly.
Be adtised the following warranty restriction null apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or sysiclW
not manufactured or sold by AFCOV. AFCON shall NOT he liable under any circumstances whatsoever for any direct or indirect incidental or consequential damages of any kind, including but not
limited to los of business or profi4 when non-A FCON products have been, or are used.
10115 _ ;e
FEATURES
Sizes: ❑ 3/4" ❑ 1" ❑ 1 1/4" ❑ 1 1/2" 0 21 r
-Maximum working water pressure 175 PSI
Maximum working water temperature 180°F
Hydrostatic test pressure 350 PSI
End connections Threaded ANSI 131.20.1
OPTIONS
(Suffixes can be combined)
❑ - with full port QT ball valves (standard)
❑ L - less ball valves
❑ U - with union ball valves
❑ MS - with integral relief valve monitor switch
❑ ' S - with bronze "Y" type strainer
❑ BMS - with battery operated monitor switch
❑ FDC - with fire hydrant connection; 2" only
❑ FT - with integral male 450 flare SAE test fitting
❑ TCU - with test cocks up
❑ V - with union swivel elbows (3/4" & 1")
❑ SE - with street elbows (3/4" & 1")
ACCESSORIES
❑ - Air gap (Model AG)
❑ Repair kit (rubber only)
❑ Thermal expansion tank (Model XT)
❑ Soft seated check valve (Model 40XL)
❑ Shock arrester (Model 1250)
❑ QT -SET Quick Test Fitting Set
❑ Ball valve handle locks
❑ Test Cock Lock (Model TCL24)
Relief Valve discharge port:
.3/4" - 1" - 0.63 sq. in.
1 1/4"- 2" 7 - 1.19 sq. in.
APPLICATION ;
Designed for installation on potable water lines to protect t
against both backsiphonage and backpressure of contami-
nated water into the potable water supply. Assembly shall
provide protection where a potential health hazard exists.
STANDARDS COMPLIANCE
• ASSEG Listed 1013 _ .•
• IAPMO® Listed '
• UL® Classed (less shut-off valves or with OS&Y valves_ '
• C -UL® Classified
• CSA® Certified
• AWWA Compliant C511
• Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
• NYC MEA 425-89-M VOL 3
MATERIALS
Main valve body
Cast Bronze ASTM B 584
Access covers
Cast Bronze ASTM B 584
Fasteners
Stainless Steel, 300 Series
Elastomers
Silicone (FDA Approved)
Buna Nitrile (FDAApproved)
Polymers
NoryITM, NSF Listed
Springs
Stainless Steel, 300 series
E — ,
O
F o 0
o Q o
0 0
D C
MODEL
SIZE
in. mm
DIMENSIONS
(approxi
ate
B
A
in. mm in. mm
C
in. mm
D E F. G
in. mm in. mm in. mm in. mm
WITH BALL
VALVES,
lbs. kg
3/4 20
12
305
1 73/4
197 121/8
54
1 3
76
3112
89
5
127
161/8
410
12 5.5
1 25
13
330
1 73/4
197 121/8
54
1 3
76
31/2
89
5
127
173/8
441
14 6.4
1 1/4 32
17,
432
10 15/16
278
23/4
70
31/2
89
5
127
63/4
171
229/16
573
28 12.7
1 1/2 40
17 3/8
441
10 15/16
278
23/4
70
3 1/2L89
5
127
63/4
171
241/16
611
28 12.7
2 50
181/2
470
110 15/16
278
23/4
70
31/2
89
5
127
63/4
171
261/2
673
34 1 15.4
Page.1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:8051238-7100 Fax:805/238-5766
In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292
Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http:/hvww.zurn.com
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N
W
W
ir
CL
1.26
3/4 -
FLOW CHARACTERISTICS
MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC
FLOW RATES (us)
2.52 3.8 5.0 3.2 6.3
— T20 1
-
i) 1-(25mm)11/4"(32mm.)
15
10
AA /�� nn 5 _ .-
9.5 12.6 15.8 6
VV 0V u 50 100 150 200
FLOW RATES (GPM).
O Rated Flow (Established by approval agencies)
TYPICAL INSTALLATION
Local codes shall govern installation requirements. To be
installed in accordance with the manufacturers' instructions
and the latest edition of the Uniform Plumbing Code. Unless
otherwise specified, the assembly shall be mounted at a
minimum of 12" (305mm) and a maximum of 30" (762mm)
above adequate drains with sufficient side clearance for
testing and maintenance. The installation shall be made
so that no part of the unit can be submerged.
CENTRAL
STATION
ALARM
PANEL
BATTERY
MONITOR
(50mm)
CL
137 z25-
103 °
W
69
U)
W
W
35 a
250
12' MIN.
313 MAx. OPTIONAL
I WATER METER
PROTECTIVE
ENCLOSURE
AIR GAP
17' MIN
30" MAX
AIR GAP
_f U I I -E
FITTING DRAIN
/ DIRECTION OF FLOW
FLOOR)
FLOOR DRAIN
INLET SHUT-OFF
DIRECTION OF FLOW
INDOOR INSTALLATION OUTDOOR INSTALLATION
(Shown w/optional BMS) '
SPECIFICATIONS
The Reduced Pressure Principle Backflow Preventer shall be shall be ASSE® Listed 1013, rated to 180°F, and
supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring
and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and
second checks shall be accessible for maintenance without removing the relief valve or the entire device from the
line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The
Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL.
WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:8051238-7100 Fax:8051238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905140S-8272 Fax:9051405-1292
Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http:llwww.zurn.com
Page 2 of 2
Capacity thru Schedule 40 Pipe
Pipe size
5 ft/sec
7.5 ft/sec
10 ft/sec
15 ft/sec
1/8"
1
1
2
3
1/4"
2
2
3
5
3/8"
3
4
6
9
1/2"
5
7
9
14
3/4"
8
12
17
25
1"
13
20
27
40
11/4"
23
35
47
70
32
48
63
95
2"
52
78
105
167
12' MIN.
313 MAx. OPTIONAL
I WATER METER
PROTECTIVE
ENCLOSURE
AIR GAP
17' MIN
30" MAX
AIR GAP
_f U I I -E
FITTING DRAIN
/ DIRECTION OF FLOW
FLOOR)
FLOOR DRAIN
INLET SHUT-OFF
DIRECTION OF FLOW
INDOOR INSTALLATION OUTDOOR INSTALLATION
(Shown w/optional BMS) '
SPECIFICATIONS
The Reduced Pressure Principle Backflow Preventer shall be shall be ASSE® Listed 1013, rated to 180°F, and
supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring
and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and
second checks shall be accessible for maintenance without removing the relief valve or the entire device from the
line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The
Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL.
WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:8051238-7100 Fax:8051238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905140S-8272 Fax:9051405-1292
Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http:llwww.zurn.com
Page 2 of 2