HomeMy WebLinkAboutF14-0008 Calcs Stockton Residence
Lot 19, Block 2, Vail Village 13th Filing
Vail, CO
Product Submittals and Hydraulic Calculations
THIS SET OF FIRE SPRINKLER SHOP SPECiFiCATIONS AND HYDRAULIC CALCULATIONS HAVE
BEEN REVIEWED AND FOUND TO BE ACCEPTABLE-N.I.C.E.T.IV#102055 SR.ENGINEERING
TECHNICIAN-FIRE PROTECTION,NATIONAL INSTITUTE FOR CERTIFICATION IN
ENGINEERING TECHNICIANS
/ /
TIMOTHY N TROSTEL,JR-SET DATE
PHOENIX AUTOMATIC SPRINKLER
7684 S. BRENTWOOD ST.
LITTLETON, CO 80128
720.922.9231 PHONE
CALCULATION SUMMARY
Project Name :Stockton Res Project Location:
Drawing No. : City: Vail, CO
Design Areas
Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To
Name (Model) Application Source Density Pressure Flow Heads Streams Source
�ftz) �9Pm) �PS�) �9Pm/�Z) �PS�) �9Pm) # �9Pm) �ps�)
1 Demand (HW) Res 1024 74 64.8 0.07 18.4 18 4 0 5.8
2 Demand (HW) Res 1088 81.9 64.8 0.073 25 21 4 0 2.5
3 Demand (HW) Res 1024 54 64.8 0.051 7 13 4 0 5.8
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 1
HYDRAULIC CALCULATIONS
for
Job Information
Project Name:Stockton Res
Contract No. : City: Vail, CO
Project Location: Date:3/20/2014
Contractor Information
Name of Contractor:
Address: City:
Phone Number: E-mail:
Name of Designer:
Authority Having Jurisdiction: Vail
Design
Remote Area Name 1
Remote Area Location upper level
Occupancy Classification Res
Density(gpm/ftz) 0.07
Area of Application(ftz) 1024
Coverage per Sprinkler(ftz) 256
Number of Calculated Sprinklers 4
In-Rack Demand(gpm) 0
Special Heads
Hose Streams(gpm) 0
Total Water Required(incl. Hose Streams)(gpm) 74
Required Pressure at Source(psi) 59
Type of System Wet
Volume-Entire System (gal) 50.1 gal
Water Supply Information
Date Feb 2014
Location near site
Source W1
Notes
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 2
Job:Stockton Res Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 1
(Oatimized Hvdraulic Simalifiedl
�-r =�� -
'�-_ -- '� �.
,
f
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 3
Job:Stockton Res
Hydraulic Analysis for : 1
Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F (15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation.
Water Supply Parameters
Supply 1 : W1 Flow(gpm) Pressure(psi)
0 64.8
1321 58.5
Hoses
Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm)
Other(custom defined) Hose Flow(gpm)
— — — — — — — — — — — — — — — — — — — — —
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkier Flow(gpm) 74
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Total Sprinkler Flow(gpm) 74
Other
Required Margin of Safety(psi) 0
W1 -Pressure(psi) 59
W1 -Flow(gpm) 74
Demand w/o System Pump(s) N/A
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 4
Job:Stockton Res
Hydraulic Analysis for : 1
f Supply �- System Demand
7
S'I
D2 ---���������— — S2
— — � 57.785
60 -------------- — ��
� � � � � u
50 --- , � — �
- �— � �
.� 40 --- � l
� I � I
�
�
N
N
� 30- --- -- .
a
�
I
2 D1 --
-' .
10 ---------�i---- ---
I
0 ���������������������������'
0 400 500 600 700 800 900 1000 1100 1200 1300 1400
Flow, gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products PBge 5
Job:Stockton Res
Hydraulic Analysis for : 1
Graph Labels
Values
Label Description Flow (gpm) Pressure (psi)
S1 Supply point#1 -Static 0 64.8
S2 Supply point#2-Residual 1321 58.5
D1 Elevation Pressure 0 16.2
D2 System Demand 74 59
Curve Intersections & Safety Margins
Intersection Safety Margin
Curve Name
Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
Supply 64.8 79.2 5.8 74
Open Heads
Required Calculated
Head Ref. Head Type Coverage K-Factor
Density Flow Pressure Density Flow Pressure
(ftz) (gpm/psiYz) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi)
100 Overhead 256 4.2 0.05 12.8 18.4 0.077 19.7 22
Sprinkler
101 Overhead 256 4.2 0.05 12.8 18.4 0.071 18.1 18.6
Sprinkler
102 Overhead z56 4.2 0.05 12.8 18.4 0.071 18.2 18.7
Sprinkler
103 Overhead 256 4.2 0.05 12.8 18.4 0.07 18 18.4
Sprinkler
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 6
Job:Stockton Res Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres.
Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge
gpm/psi Ya 9pm ftz psi psi
ft gpm gpm/ftz psi gpm
103 Overhead Sprinkler 4.2 18 256 18.4 18.4
23.5 HEAD Open 5.2 0.07 -16.2 12.8
101 Overhead Sprinkler 4.2 18.1 256 18.6 18.4
23.5 HEAD Open 5.3 0.071 -16.2 12.8
102 Overhead Sprinkler 4.2 18.2 256 18.7 18.4
23.5 HEAD Open 5.4 0.071 -16.2 12.8
100 Overhead Sprinkler 4.2 19.7 256 22 18.4
23.5 HEAD Open 6.9 0.077 -16.2 12.8
174 Node 19.2
23.5 NODE -16.2
168 Node 21.6
19.83 NODE -14.4
167 Node 21.9
19.83 NODE -14.4
002 Node 25.7
18.83 NODE -13.9
014 Node 31.3
9.33 NODE -9.1
012 Node 31.3
9.33 NODE -9.1
027 Node 37.4
-0.83 NODE -4.1
030-0 Node 41.6
-7.5 NODE -0.7
030-I Node 42
-7.5 NODE -0.7
031-0 Node 42.1
-7.5 NODE -0.7
031-I Node 48.1
-7.5 NODE -0.7
032-0 Node 48.1
-7.5 NODE -0.7
032-I Node 50.1
-7.5 NODE -0.7
W1 Supply _74 59
-9 SUPPLY 0
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 7
Job:Stockton Res Hydraulic Calculations/Fluid Delivery Time Analysis
Pipe Data
Pipe Ref. Start End Size Velocity Length Fittings Eq.Len. Total Len. Type HWC
ft/s ft ft ft
179 174 103 1 6.61 4.21 1(us.Tee-Run);1(us.Tee-Br); 7.76 11.98 Brline 150
177 167 174 1.25 8.86 5.54 1(us.Tee-Run);1(us.90); 3.27 8.82 Brline 150
169 014 167 1.25 13.31 11.3 1(us.Tee-Br);1(us.90); 9.82 21.12 Brline 150
027 027 014 2 3.77 46.52 O�us.Tee-Run);1(us.Tee-Br);4(us.9 39.44 85.95 Cmain 150
031 030-0 027 2 7.49 7.72 1(coupling);2(us.90); 14.46 22.18 Cmain 150
245 030-I 030-0 2 0 1.08 VALVE 0
032 031-0 030-I 2 7.49 0.66 1(coupling); 1.31 1.97 Cmain 150
244 031-I 031-0 2 0 1.63 BFP 0
033 032-0 031-I 2 7.49 0.16 1(coupling); 1.31 1.47 Cmain 150
243 032-I 032-0 2 0 0.63 VALVE 0
040 W1 032-I 2 7.49 166.56 5(us.90); 32.86 199.42 Cmain 150
182 174 101 1 6.65 0.65 1(us.Tee-Br); 7.76 8.41 Brline 150
175 168 102 1 6.67 4.32 1(us.Tee-Br);1(us.90); 10.87 15.19 Brline 150
171 167 168 1.25 4.45 3.74 1(us.Tee-Br); 6.55 10.29 Brline 150
002 002 100 1 7.22 6.49 1(us.Tee-Br);1(us.90); 10.87 17.36 Brline 150
O11 012 002 1.25 4.82 13.69 Ojus.Tee-Run);2(us.Tee-Br);1(us.9 16.37 30.06 Brline 150
041 027 012 2 3.72 52.45 j us.Tee-Run);3(us.90);1(us.Tee-B 32.86 85.31 Cmain 150
013 012 014 2 1.73 12 2(us.Tee-Run); Cmain 150
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 8
Job:Stockton Res Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
103 23.5 4.2 18 1 lx(us.Tee-Br)=7.76 4.21 150 18.4
174 23.5 18 1.055 7.76 0.0687 0
11.98 0.8
174 23.5 18.1 1.25 lx(us.90)=3.27 5.54 150 19.2
167 19.83 36.1 1.291 3.27 0.0934 1.6
8.82 0.8
167 19.83 18.2 1.25 ix(us.Tee-Br)=6.55 11.3 150 21.9
014 9.33 54.3 1.291 1x(us.90)=3.27 9.82 0.1986 4.5
21.12 4.2
014 9.33 -17.1 2 ix(us.Tee-Br)=13.15 46.52 150 31.3
027 -0.83 37.3 2.009 4x(us.90)=26.29 39.44 0.0115 4.4
85.95 1
027 -0.83 36.7 2 ix(coupling)=1.31 7.72 150 37.4
030-0 -7.5 74 2.009 2x(us.90)=13.15 14.46 0.0409 2.9
22.18 0.9
030-0 -7.5 0 2 1.08 0 41.6 Riser Manifold
030-I -7.5 74 0 0 0.4033 0
1.08 0.4
030-I -7.5 0 2 ix(coupling)=1.31 0.66 150 42
031-0 -7.5 74 2.009 1.31 0.0409 0
1.97 0.1
031-0 -7.5 0 2 1.63 0 42.1 Febco 850
031-I -7.5 74 0 0 3.6813 0 SMALL
1.63 6
031-I -7.5 0 2 lx(coupling)=1.31 0.16 150 48.1
032-0 -7.5 74 2.009 1.31 0.0409 0
1.47 0.1
032-0 -7.5 0 2 0.63 0 48.1 WILKINS PRV
032-I -7.5 74 0 0 3.1513 0
0.63 2
032-I -7.5 0 2 5x(us.90)=32.86 166.56 150 50.1
W1 -9 74 Z.009 32.86 0.0409 0.6
199.42 8.1
W 1 59
Path No: 2
101 23.5 4.2 18.1 1 ix(us.Tee-Br)=7.76 0.65 150 18.6
174 Z3.5 18.1 1.055 7.76 0.0696 0
8.41 0.6
174 19.2
Path No: 3
102 23.5 4.2 18.2 1 ix(us.Tee-Br)=7.76 4.32 150 18.7
168 19.83 18.2 1.055 lx(us.90)=3.11 10.87 0.0698 1.6
15.19 1.1
168 19.83 0 1.25 lx(us.Tee-Br)=6.55 3.74 150 21.6
167 19.83 18.2 1.291 6.55 0.0261 0
10.29 0.3
167 21.9
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 9
Job:Stockton Res Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 4
100 23.5 4.2 19.7 1 lx(us.Tee-Br)=7.76 6.49 150 22
002 18.83 19.7 1.055 lx(us.90)=3.11 10.87 0.081 2
17.36 1.4
002 18.83 0 1.25 2x(us.Tee-Br)=13.1 13.69 150 25.7
012 9.33 19.7 1.291 lx(us.90)=3.27 16.37 0.0303 4.1
30.06 0.9
012 9.33 17.1 2 3x(us.90)=19.72 52.45 150 31.3
027 -0.83 36.7 2.009 ix(us.Tee-Br)=13.15 32.86 0.0112 4.4
85.31 1
027 37.4
Path No: 5
014 9.33 0 2 12 150 31.3
012 9.33 17.1 2.009 0 0.0027 0
12 0.0
012 31.3
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 13.31 ft/s occurs in the following pipe(s): (014-167)
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 10
Job:Stockton Res Device Graphs
Pressure vs. Flow Function
Design Area: 1; Supply Ref.: W1; Supply Name:W1
�o
65
60
55
50
•y 45 =
Q
y" 40 ,
L
�
N 35
N
N
a 30
25
20
15
10
5 —
� . � _ ,
. i i
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 o ro
N M V �n � l� oG O� O
Flow,gpm
Pressure Loss Function
Design Area: 1; BFP Ref.: 244 (Febco 850 SMALL, Size = 2)
8.9 �.
7.9 0
6.9
6psi@74gpm
��l 5.9
O.
N
L
7 4.9
y
N
N
L
a s.9
Z.y
1.9
0.9 =.
i ,
0 0 0 0 0 0 0
-. �n � rn c� v� x
Flow,gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 1 1
Job:Stockton Res Device Graphs
Pressure Loss Function
Design Area: 1; Valve Ref.: 243 (WILKINS PRV, Size = 2)
sy
79
69
��l 59 =
�
N
L
� av �
y
N
N
L
a 3y ,
zy-
iv
9 2psi@74gpm ,
f ,
o �n o 0 0
v`^i � o 0 0
� N �n
Flow,gpm
Pressure Loss Function
Design Area: 1; Valve Ref.: 245 (Riser Manifold, Size = 2)
15.492
14.492
13.492
12.492
I 1.492
10.492
p,9.492
N
� 8.492
y
Vi '7.492
N
L
a �.a92
5.492
4.492
3.492
I
2.492
1.492 0.4 psi @ 74 gpm
0.492 � "� I � I I �
i ; � , , � ,
0 0 0 0 0 0 0 0
�n � o �n o 0 0 0
'- � N cn � v�
Flow,gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 12
HYDRAULIC CALCULATIONS
for
Job Information
Project Name:Stockton Res
Contract No. : City: Vail, CO
Project Location: Date:3/20/2014
Contractor Information
Name of Contractor:
Address: City:
Phone Number: E-mail:
Name of Designer:
Authority Having Jurisdiction: Vail
Design
Remote Area Name 2
Remote Area Location kitchen/dinning
Occupancy Classification Res
Density(gpm/ftz) 0.073
Area of Application(ftz) 1088
Coverage per Sprinkler(ftz) 288
Number of Calculated Sprinklers 4
In-Rack Demand(gpm) 0
Special Heads
Hose Streams(gpm) 0
Total Water Required(incl. Hose Streams)(gpm) 81.9
Required Pressure at Source(psi) 62.3
Type of System Wet
Volume-Entire System (gal) 56.2 gal
Water Supply Information
Date Feb 2014
Location near site
Source W1
Notes
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 13
Job:Stockton Res Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 2
(Oatimized Hvdraulic Simalifiedl
� ���
--- _�-
4
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 14
Job:Stockton Res
Hydraulic Analysis for : 2
Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F (15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation.
Water Supply Parameters
Supply 1 : W1 Flow(gpm) Pressure(psi)
0 64.8
1321 58.5
Hoses
Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm)
Other(custom defined) Hose Flow(gpm)
— — — — — — — — — — — — — — — — — — — — —
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkier Flow(gpm) 81.9
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Total Sprinkler Flow(gpm) 81.9
Other
Required Margin of Safety(psi) 0
W1 -Pressure(psi) 62.3
W1 -Flow(gpm) 81.9
Demand w/o System Pump(s) N/A
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 15
Job:Stockton Res Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres.
Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge
gpm/psi Ya 9pm ftz psi psi
ft gpm gpm/ftz psi gpm
027 Node 38.3
-0.83 NODE -4.1
030-I Node 43.3
-7.5 NODE -0.7
030-0 Node 42.8
-7.5 NODE -0.7
031-I Node 49.4
-7.5 NODE -0.7
031-0 Node 43.4
-7.5 NODE -0.7
032-I Node 51.7
-7.5 NODE -0.7
032-0 Node 49.4
-7.5 NODE -0.7
043 Node 37.5
-0.83 NODE -4.1
044 Node 37.4
-0.83 NODE -4.1
051 Node 37.1
-0.83 NODE -4.1
054 Node 27.2
10.83 NODE -9.9
058 Node 26.6
10.83 NODE -9.9
094 Node 24.1
16.67 NODE -12.8
200 Overhead Sprinkler 4.2 21.4 288 25.9 25
10.83 HEAD Open 7 0.074 -9.9 14.4
201 Overhead Sprinkler 4.2 21 288 25 25
12.25 HEAD Open 6.6 0.073 -10.6 14.4
202 Overhead Sprinkler 4.2 19.8 256 22.1 18.4
16.67 HEAD Open 7 0.077 -12.8 12.8
203 Overhead Sprinkler 4.2 19.8 256 22.1 18.4
16.67 HEAD Open 7 0.077 -12.8 12.8
W1 Supply _819 62.3
-9 SUPPLY 0
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 16
Job:Stockton Res Hydraulic Calculations/Fluid Delivery Time Analysis
Pipe Data
Pipe Ref. Start End Size Velocity Length Fittings Eq.Len. Total Len. Type HWC
ft/s ft ft ft
061 058 201 1 7.71 4.11 1(us.Tee-Run);2(us.90); 6.21 10.32 Brline 150
057 054 058 1.25 5.15 8.42 3(us.Tee-Run);1(us.Tee-Br); 6.55 14.97 Brline 150
054 051 054 1.25 10.39 19.49 1(us.Tee-Br);2(us.90); 13.1 32.59 Brline 150
047 044 051 2 4.29 26.31 7(us.Tee-Run); Cmain 150
027 027 044 2 2.75 74.67 10(us.Tee-Run);2(us.Tee-Br);6(us. 65.73 140.4 Cmain 150
90);
031 030-0 027 2 8.29 7.72 1(coupling);2(us.90); 14.46 22.18 Cmain 150
245 030-I 030-0 2 0 1.08 VALVE 0
032 031-0 030-I 2 8.29 0.66 1(coupling); 1.31 1.97 Cmain 150
244 031-I 031-0 2 0 1.63 BFP 0
033 032-0 031-I 2 8.29 0.16 1(coupling); 1.31 1.47 Cmain 150
243 032-I 032-0 2 0 0.63 VALVE 0
040 Wl 032-I 2 8.29 166.56 5(us.90); 32.86 199.42 Cmain 150
068 054 200 1 7.85 2.11 1(us.Tee-Br);1(us.90); 10.87 12.98 Brline 150
104 094 202 1 7.25 6.96 1(us.Tee-Br);3(us.90); 17.08 24.04 Brline 150
097 043 094 1.25 9.69 29.16 1(us.Tee-Br);2(us.90); 13.1 42.26 Brline 150
041 027 043 2 5.53 31.56 4(us.Tee-Run);1(us.90); 6.57 38.13 Cmain 150
100 094 203 1 7.25 6.63 1(us.Tee-Br);3(us.90); 17.08 23.71 Brline 150
046 043 044 2 1.54 4.73 1(us.Tee-Run); Cmain 150
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 17
Job:Stockton Res Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
201 12.25 4.2 21 1 2x(us.90)=6.21 4.11 150 25
058 10.83 21 1.055 6.21 0.0913 0.6
10.32 0.9
058 10.83 0 1.25 lx(us.Tee-Br)=6.55 8.42 150 26.6
054 10.83 21 1.291 6.55 0.0342 0
14.97 0.5
054 10.83 21.4 1.25 ix(us.Tee-Br)=6.55 19.49 150 27.2
051 -0.83 42.4 1.291 2x(us.90)=6.55 13.1 0.1254 5.1
32.59 4.1
051 -0.83 0 2 26.31 150 37.1
044 -0.83 42.4 2.009 0 0.0146 0
26.31 0.4
044 -0.83 -15.2 2 2x(us.Tee-Br)=26.Z9 74.67 150 37.4
027 -0.83 27.2 2.009 6x(us.90)=39.44 65.73 0.0064 0
140.4 0.9
027 -0.83 54.7 2 lx(coupling)=1.31 7.72 150 38.3
030-0 -7.5 81.9 2.009 2x(us.90)=13.15 14.46 0.0493 2.9
22.18 1.1
030-0 -7.5 0 2 1.08 0 42.8 Riser Manifold
030-I -7.5 81.9 0 0 0.4871 0
1.08 0.5
030-I -7.5 0 2 lx(coupling)=1.31 0.66 150 43.3
031-0 -7.5 81.9 Z.009 1.31 0.0493 0
1.97 0.1
031-0 -7.5 0 2 1.63 0 43.4 Febco 850
031-I -7.5 81.9 0 0 3.6727 0 SMALL
1.63 6
031-I -7.5 0 2 ix(coupling)=1.31 0.16 150 49.4
032-0 -7.5 81.9 2.009 1.31 0.0493 0
1.47 0.1
032-0 -7.5 0 2 0.63 0 49.4 WILKINS PRV
032-I -7.5 81.9 0 0 3.6599 0
0.63 2.3
032-I -7.5 0 2 5x(us.90)=32.86 166.56 150 51.7
W1 -9 81.9 2.009 32.86 0.0493 0.6
199.42 9.8
W 1 62.3
Path No: 2
200 10.83 4.2 21.4 1 lx(us.Tee-Br)=7.76 2.11 150 25.9
054 10.83 21.4 1.055 lx(us.90)=3.11 10.87 0.0945 0
12.98 1.2
054 27.2
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 18
Job:Stockton Res Hydraulic Calculations
PIPE INFORMATION
Path No: 3
20Z 16.67 4.2 19.8 1 ix(us.Tee-Br)=7.76 6.96 150 22.1
094 16.67 19.8 1.055 3x(us.90)=9.32 17.08 0.0815 0
24.04 2
094 16.67 19.8 1.25 lx(us.Tee-Br)=6.55 29.16 150 24.1
043 -0.83 39.5 1.291 2x(us.90)=6.55 13.1 0.1102 7.6
42.26 4.7
043 -0.83 15.2 2 lx(us.90)=6.57 31.56 150 37.5
027 -0.83 54.7 2.009 6.57 0.0233 0
38.13 0.9
027 38.3
Path No: 4
203 16.67 4.2 19.8 1 ix(us.Tee-Br)=7.76 6.63 150 22.1
094 16.67 19.8 1.055 3x(us.90)=9.32 17.08 0.0816 0
23.71 1.9
094 24.1
Path No: 5
044 -0.83 0 2 4.73 150 37.4
043 -0.83 15.2 2.009 0 0.0022 0
4.73 0.0
043 37.5
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 10.39 ft/s occurs in the following pipe(s): (051-054)
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 19
Job:Stockton Res Device Graphs
Pressure vs. Flow Function
Design Area: 2; Supply Ref.: W1; Supply Name:W1
�o
65
60
55
50
•y 45 =
Q
y" 40 ,
L
�
N 35
N
N
a 30
25
20
15
10
5 —
� . � _ ,
. i i
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 o ro
N M V �n � l� oG O� O
Flow,gpm
Pressure Loss Function
Design Area: 2; BFP Ref.: 244 (Febco 850 SMALL, Size = 2)
8.9 �.
7.9 � o
6.9
6psi@81.9gpm
��l 5.9
O.
N
L
7 4.9
y
N
N
L
a s.9
Z.y
1.9
0.9 =.
i ,
0 0 0 0 0 0 0
-. �n � rn c� v� x
Flow,gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 20
Job:Stockton Res Device Graphs
Pressure Loss Function
Design Area: 2; Valve Ref.: 243 (WILKINS PRV, Size = 2)
sy
79
69
��l 59 =
�
N
L
� av �
y
N
N
L
a 3y ,
zy-
iv
9 2.3psi@81.9gpm
f ,
,
o � � o 0
� � � o 0
� N �n
Flow,gpm
Pressure Loss Function
Design Area: 2; Valve Ref.: 245 (Riser Manifold, Size = 2)
15.492
14.492
13.492
12.492
I 1.492
10.492
p,9.492
N
� 8.492
y
Vi '7.492
N
L
a �.a92
5.492
4.492
3.492
2.492
1.492 0.5 psi @ 81.9 gpm
0.492 I I I I
i , . ; � , , � ,
0 0 0 0 0 0 0 0
�n � o �n o 0 0 0
'- � N cn � v�
Flow,gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 21
HYDRAULIC CALCULATIONS
for
Job Information
Project Name:Stockton Res
Contract No. : City: Vail, CO
Project Location: Date:3/20/2014
Contractor Information
Name of Contractor:
Address: City:
Phone Number: E-mail:
Name of Designer:
Authority Having Jurisdiction: Vail
Design
Remote Area Name 3
Remote Area Location Garage
Occupancy Classification Res
Density(gpm/ftz) 0.051
Area of Application(ftz) 1024
Coverage per Sprinkler(ftz) 256
Number of Calculated Sprinklers 4
In-Rack Demand(gpm) 0
Special Heads
Hose Streams(gpm) 0
Total Water Required(incl. Hose Streams)(gpm) 54
Required Pressure at Source(psi) 59
Type of System Wet
Volume-Entire System (gal) 51.4 gal
Water Supply Information
Date Feb 2014
Location near site
Source W1
Notes
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 22
Job:Stockton Res Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 3
(Oatimized Hvdraulic Simalifiedl
�-r =�� -
'�-_ -- '� �.
,
f
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 23
Job:Stockton Res
Hydraulic Analysis for : 3
Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F (15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation.
Water Supply Parameters
Supply 1 : W1 Flow(gpm) Pressure(psi)
0 64.8
1321 58.5
Hoses
Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm)
Other(custom defined) Hose Flow(gpm)
— — — — — — — — — — — — — — — — — — — — —
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkier Flow(gpm) 54
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Total Sprinkler Flow(gpm) 54
Other
Required Margin of Safety(psi) 0
W1 -Pressure(psi) 59
W1 -Flow(gpm) 54
Demand w/o System Pump(s) N/A
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 24
Job:Stockton Res Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres.
Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge
gpm/psi Ya 9pm ftz psi psi
ft gpm gpm/ftz psi gpm
018 Node 37.2
9.33 NODE -9.1
024 Node 42.1
-0.83 NODE -4.1
027 Node 42.5
-0.83 NODE -4.1
030-I Node 46.6
-7.5 NODE -0.7
030-0 Node 46.4
-7.5 NODE -0.7
031-I Node 52.6
-7.5 NODE -0.7
031-0 Node 46.6
-7.5 NODE -0.7
032-I Node 53.7
-7.5 NODE -0.7
032-0 Node 52.6
-7.5 NODE -0.7
130 Node 7.2
12.75 NODE -10.8
131 Node 7
12.75 NODE -10.8
133 Node 5.7
12.75 NODE -10.8
300 Overhead Sprinkler 4.9 13 256 7 7
8.5 HEAD Open 0.2 0.051 -8.7 12.8
301 Overhead Sprinkler 4.9 13 256 7.1 7
8.5 HEAD Open 0.2 0.051 -8.7 12.8
302 Overhead Sprinkler 4.9 13.9 256 8 7
8.5 HEAD Open 1.1 0.054 -8.7 12.8
303 Overhead Sprinkler 4.9 14.1 256 8.3 7
8.5 HEAD Open 1.3 0.055 -8.7 12.8
W1 Supply 59
-9 SUPPLY 54 0
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 25
Job:Stockton Res Hydraulic Calculations/Fluid Delivery Time Analysis
Pipe Data
Pipe Ref. Start End Size Velocity Length Fittings Eq.Len. Total Len. Type HWC
ft/s ft ft ft
137 133 300 1 4.76 12.95 1(us.Tee-Run);3(us.90); 9.32 22.26 Brline 150
135 131 133 1 9.54 9.56 2(us.Tee-Run); Brline 150
134 130 131 1 14.63 0.59 1(us.Tee-Run); Brline 150
128 024 130 1 19.8 36.7 1(us.Tee-Br);3(us.90);2(us.Tee-Ru 17.08 53.78 Brline 150
n);
027 027 024 2 3.76 14.43 Ojus.Tee-Run);1(us.Tee-Br);1(us.9 19.72 34.15 Cmain 150
031 030-0 027 2 5.46 7.72 1(coupling);2(us.90); 14.46 22.18 Cmain 150
245 030-I 030-0 2 0 1.08 VALVE 0
032 031-0 030-I 2 5.46 0.66 1(coupling); 1.31 1.97 Cmain 150
244 031-I 031-0 2 0 1.63 BFP 0
033 032-0 031-I 2 5.46 0.16 1(coupling); 1.31 1.47 Cmain 150
243 032-I 032-0 2 0 0.63 VALVE 0
040 W1 032-I 2 5.46 166.56 5(us.90); 32.86 199.42 Cmain 150
140 133 301 1 4.78 9.3Z 1(us.Tee-Br);1(us.90); 10.87 20.19 Brline 150
147 131 302 1 5.09 15.26 1(us.Tee-Run);1(us.Tee-Br);1(us.9 10.87 26.13 Brline 150
0);
150 130 303 1 5.17 10 1(us.Tee-Br);2(us.90); 13.97 23.98 Brline 150
019 018 024 2 1.7 18.55 2(us.Tee-Run);3(us.90); 19.72 38.27 Cmain 150
041 027 018 2 1,7 ��.gg 11(us.Tee-Run);3(us.90);1(us.Tee- 32.86 110.84 Cmain 150
Br);
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 26
Job:Stockton Res Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
300 8.5 4.9 13 1 3x(us.90)=9.32 12.95 150 7
133 12.75 13 1.055 9.32 0.0374 -1.8
22.26 0.8
133 12.75 13 1 9.56 150 5.7
131 12.75 26 1.055 0 0.1356 0
9.56 1.3
131 12.75 13.9 1 0.59 150 7
130 12.75 39.9 1.055 0 0.2994 0
0.59 0.2
130 12.75 14.1 1 ix(us.Tee-Br)=7.76 36.7 150 7.2
024 -0.83 54 1.055 3x(us.90)=9.32 17.08 0.5242 5.9
53.78 28.2
024 -0.83 -16.8 2 ix(us.Tee-Br)=13.15 14.43 150 42.1
027 -0.83 37.2 2.009 lx(us.90)=6.57 19.72 0.0114 0
34.15 0.4
027 -0.83 16.8 2 lx(coupling)=1.31 7.72 150 42.5
030-0 -7.5 54 2.009 2x(us.90)=13.15 14.46 0.0228 2.9
22.18 0.5
030-0 -7.5 0 2 1.08 0 46.4 Riser Manifold
030-I -7.5 54 0 0 0.224 0
1.08 0.2
030-I -7.5 0 2 lx(coupling)=1.31 0.66 150 46.6
031-0 -7.5 54 Z.009 1.31 0.0228 0
1.97 0.0
031-0 -7.5 0 2 1.63 0 46.6 Febco 850
031-I -7.5 54 0 0 3.6706 0 SMALL
1.63 6
031-I -7.5 0 2 ix(coupling)=1.31 0.16 150 52.6
032-0 -7.5 54 2.009 1.31 0.0228 0
1.47 0.0
032-0 -7.5 0 2 0.63 0 52.6 WILKINS PRV
032-I -7.5 54 0 0 1.712 0
0.63 1.1
032-I -7.5 0 2 5x(us.90)=32.86 166.56 150 53.7
W1 -9 54 2.009 32.86 0.0228 0.6
199.42 4.5
W 1 59
Path No: 2
301 8.5 4.9 13 1 lx(us.Tee-Br)=7.76 9.32 150 7.1
133 12.75 13 1.055 lx(us.90)=3.11 10.87 0.0377 -1.8
20.19 0.8
133 5.7
Path No: 3
302 8.5 4.9 13.9 1 lx(us.Tee-Br)=7.76 15.26 150 8
131 12.75 13.9 1.055 lx(us.90)=3.11 10.87 0.0424 -1.8
26.13 1.1
131 7
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 27
Job:Stockton Res Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 4
303 8.5 4.9 14.1 1 lx(us.Tee-Br)=7.76 10 150 8.3
130 12.75 14.1 1.055 2x(us.90)=6.21 13.97 0.0436 -1.8
23.98 1
130 7.2
Path No: 5
024 -0.83 0 2 3x(us.90)=19.72 18.55 150 42.1
018 9.33 16.8 2.009 19.72 0.0026 -4.4
38.27 0.1
018 9.33 0 2 3x(us.90)=19.72 77.98 150 37.2
027 -0.83 16.8 2.009 ix(us.Tee-Br)=13.15 32.86 0.0026 4.4
110.84 0.3
027 42.5
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 19.8 ft/s occurs in the following pipe(s): (024-130)
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 28
Job:Stockton Res Device Graphs
Pressure vs. Flow Function
Design Area: 3; Supply Ref.: W1; Supply Name:W1
�o
65
60
55
50
•y 45 =
Q
y" 40 ,
L
�
N 35
N
N
a 30
25
20
15
10
5 —
� . � _ ,
. i i
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 o ro
N M V �n � l� oG O� O
Flow,gpm
Pressure Loss Function
Design Area: 3; BFP Ref.: 244 (Febco 850 SMALL, Size = 2)
8.9 �.
7.9 0
6.9
6psi@54gpm
��l 5.9
O.
N
L
7 4.9
y
N
N
L
a s.9
Z.y
1.9
0.9 =.
i ,
0 0 0 0 0 0 0
-. �n � rn c� v� x
Flow,gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 29
Job:Stockton Res Device Graphs
Pressure Loss Function
Design Area: 3; Valve Ref.: 243 (WILKINS PRV, Size = 2)
sy
79
69
��l 59 =
�
N
L
� av �
y
N
N
L
a 3y ,
zy-
iv
9 1.1 psi @ 54 gpm •
f ,
o �n o 0 0
v`^i � o 0 0
� N �n
Flow,gpm
Pressure Loss Function
Design Area: 3; Valve Ref.: 245 (Riser Manifold, Size = 2)
15.492
14.492
13.492
12.492
I 1.492
10.492
p,9.492
N
� 8.492
y
Vi '7.492
N
L
a �.a92
5.492
4.492
3.492
2.492 —
f �
i.a9z 0.2 psi @ 54 gpm
o.4�z �I .. _
i i - i
, , , , , � ,
0 0 � a o 0 0 0
� � � � � o � o
'- � N cn � v�
Flow,gpm
File:C:\dwg\PHOENIX-STOCKTON RES\Stockton FP1.dwg
Date 3/20/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 30
CO Worldwide www,tyco-fire.com
Contacts
RAP/D RESPONSE Series LFII Residential Sprinklers
4.9 K-factor Flat-Plate Concealed Pendent
Wet Pipe and Dry Pipe Systems
General tial fires and to improve the chance for
occupants to escape or be evacuated.
Description The Series LFII Residential Flat-Plate _�
The TYCO RAPID RESPONSE Series Concealed Pendent Sprinklers are �
LFII Residential Flat-Plate Concealed shipped with a Disposable Protective l �
Cap.The Protective Cap protects the r �-��_
Pendent Sprinklers(TY2524)are decora- sprinkler during ceiling installation or ,� �� `?
tive,fast response,fusible solder sprin- finish.After ceiling installation is com- L ��-- �
klers designed for use in residential oc- plete, the Protective Cap is removed ! - ��- .�
cupancies such as homes,apartments, and the Cover Plate/Retainer Assem-
dormitories,and hotels. bly is installed. Removing the Protec-
The Cover Plate/Retainer Assembly con- tive Cap is required for proper sprinkler
ceals the sprinkler operating compo- performance.
nents above the ceiling.The flat profile Dry Pipe System Application
of the Cover Plate provides the optimum The Series LFII Residential Flat-Plate The owner is res onsible for maintain-
aesthetically appealing sprinkler design. Concealed Pendent Sprinkler offers a ing their fire protection system and de-
Additionally,the concealed design of the laboratory approved option for design- vices in proper operating condition. The
Series LFII Residential Flat-Plate Con- ing dry pipe residential sprinkler sys- installing contractor or sprinkler manu-
cealed Pendent Sprinklers provides 1/2 tems, whereas, most residential sprin- facturer should be contacted with any
inch(12,7 mm)vertical adjustment.This
adjustment provides a measure of flex- klers are laboratory approved for wet questions.
ibility when cutting fixed sprinkler drops. systems only.
The Series LFII Residential Flat-Plate Through extensive testing, it has been Sprinkler
Concealed Pendent Sprinklers are in- determined that the number of design
tended for use in the following systems: sprinklers(hydraulic design area)for the /dentification
Series LFII Residential Flat-Plate Con-
• wet and dry pipe residential sprin- cealed Sprinklers(TY2524)need not be Number (SIN)
kler systems for one- and two-fam- increased over the number of design
ily dwellings and mobile homes per sprinklers(hydraulic design area)speci- TY2524
NFPA 13D fied for wet pipe sprinkler systems, as
• wet and dry pipe residential sprin- is customary for density/area sprinkler
kler systems for residential occu- systems designed per NFPA 13, 13D,
pancies up to and including four sto- or 13R.
ries in height per NFPA 13R Consequently,the Series LFII Residen-
• wet and dry pipe sprinkler systems tial Flat-Plate Concealed Sprinklers
for the residential portions of any (TY2524)offer the features of non-wa-
occupancy per NFPA 13 ter filled pipe in addition to not having to
increase the number of design sprinklers
The Series LFII Residential Sprinklers (hydraulic design area)for systems de-
have been designed with heat sensitiv- signed to NFPA 13, 13D, or 13R. Non-
ity and water distribution characteristics water filled pipe will permit options for
proven to help in the control of residen- areas sensitive to freezing.
IMPORTANT �
Always refer to Technical Data The Series LFII Residential Flat-Plate
Sheet TFP700 for the "INSTALLER Concealed Pendent Sprinklers(TY2524)
WARNING" that provides cautions described herein must be installed and
with respect to handling and instal- maintained in compliance with this doc-
lation of sprinkler systems and com- ument and the applicable standards of
ponents. Improper handling and in- the National Fire Protection Association,
stallation can permanently damage in addition to the standards of any au-
a sprinkler system or its components thorities having jurisdiction. Failure to
and cause the sprinkler to fail to do so may impair the performance of
operate in a fire situation or cause it these devices.
to operate prematurely.
Page 1 of 6 APRIL 2013 TFP443
TFP443
Page 2 of 6
BODY SEALING WRENCH
(1/2" NP� ASSEMBLY RECESS
/
CAP � SPRINKLER
WRENCHING
AREA
SADDLE
�y PUSH WRENCH
SUPPORT �`� COMPRESSION IN TO ENSURE
CUP WITH �7 � SCREW ENGAGEMENT
ROLL FORMED WITH SPRINKLER
THREADS WRENCHING AREA
LEVER FIGURE 2
� W-TYPE 18
GUIDE I I SPRINKLER WRENCH
PIN
I �i �i �i �i I SOLDER LINK
i i ELEMENT
GUIDE PW I I I I i I
HOUSING � � � �
ii ii
i � __ � � DEFLECTOR
� � �-J� ` _ � � � i (OPERATED
DEFLECTOR I� - �--- - POSITION)
I SPRWKLER/SUPPORT CUP I
�
ASSEMBLY
THREAD INTO I I RETAINER
SUPPORT WITH THREAD
CUP UNTIL DIMPLES
MOUNTING O 0
SURFACE IS
FLUSH WITH
CEILING EJECTION
SPRING
�
SOLDER J COVER PLATE/RETAINER COVER
TAB ASSEMBLY PLATE
FIGURE 1
RAPID RESPONSE SERIES LFII RESIDENTIAL
FLAT-PLATE CONCEALED PENDENT SPRINKLER(TY2524)
2-1/2" DIA. SPRINKLER-
(63,5 mm) 1/2" (12,7 mm) FACE OF SUPPORT CUP
1/2��
THREADED SPRINKLER ASSEMBLY
NPT ADJUSTMENT FITTING
\ ' OPERATED
SPRINKLER
\
1-7/8"±1/4" - COVER JJ
(47,6 mm PLATE SS
RETAINER
I 1/8"GAP ±6,4 mm)
(3,2 mm)
J 1 � � 1
COVER- SPRINKLER- � 7/8"(22,2 mm)
RETAINER SUPPORT CUP 3�1� SOURFACE 1-1/8" (28,6 mm)
ASSEMBLY ASSEMBLY �4$mm� \ t
3-3/16" DIA. DISPOSABLE DEFLECTOR IN
(81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION
FIGURE 3
RAPID RESPONSE SERIES LFII RESIDENTIAL FLAT-PLATE(TY2524)
INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR
TFP443
Page3of6
Technical Design The number of "design sprinklers"
specified in NFPA 13 for wet pipe sys-
Data Criteria tems is to be applied when designing
dry pipe systems.
Approvals The TYCO RAPID RESPONSE Series Dry Pipe System Water Delivery
UL and C-UL Listed LFII Residential Flat-Plate Concealed When using the Series LFII Residential
The TYCO RAPID RESPONSE Series Pendent Sprinklers (TY2524) are UL Flat-Plate Concealed Pendent Sprinklers
and C-UL Listed for installation in ac- TY2524 in dr i e s rinkler s stems,
LFII Residential Flat-Plate Concealed cordance with this section: � � y p p p y
Pendent Sprinklers are only listed with the time for water delivery must not ex-
the Series LFII Concealed Cover Plates Residential Sprinkler Design Guide ceed 15 seconds for the most remote
having a factory-applied finish. When conditions exist that are outside operating sprinkler.
For details on approvals,refer to the De- the scope of the provided criteria, re- Obstruction to Water Distribution.
sign Criteria section. fer to the Residential Sprinkler Design Sprinklers are to be located in accor-
Guide TFP490 for the manufacturer's dance with the obstruction rules of
Maximum Working Pressure recommendations that may be accept- NFPA 13D, 13R, and 13 as applicable
175 psi (12,1 bar) able to the authority having jurisdiction. for residential sprinklers as well as with
Discharge Coefficient System Type the obstruction criteria described within
K=4.9 GPM/psi'�z(70,6 LPM/bar1z) Per the UL Listing,wet pipe and dry pipe the Technical Data Sheet TFP490.
systems may be utilized. Per the C-UL Operational Sensitivity
Temperature Rating Listing, only wet pipe systems may be
Sprinkler: 160°F(71°C) utilized. Install sprinklers relative to the ceiling
Cover Plate: 139°F(59°C) mounting surface as shown in Figure 3.
Refer to Technical Data Sheet TFP485
Vertical Adjustment about the use of Residential Sprinklers The Series LFII Residential Flat-Plate
1/2 inch (12,7 mm) in residential dry pipe systems. Concealed Pendent Sprinklers must
not be used in applications where the
Finishes Ceiling Types air pressure above the ceiling is greater
Refer to the Ordering Procedure section. Smooth flat horizontal, or beamed, or than that below. Down drafts through
sloped, in accordance with the 2013 the Support Cup can delay sprinkler op-
Physical Characteristics Edition of NFPA 13D, 13R or 13 as eration in a fire situation.
Cover Plate/Retainer Assembly: applicable.
Cover Plate . . . . . . . . . . . . . Copper Sprinkler Spacing
Ejection Spring . . . . Stainless Steel Hydraulic Design The minimum spacing between sprin-
Retainer . . . . . . . . . . . . . . . . Brass (NFPA 13D and 13R) klers is 8 feet (2,4 m). The maximum
For systems designed to NFPA 13D or spacing between sprinklers cannot ex-
Sprinkler/Support Cup Assembly: NFPA 13R,the minimum required sprin- ceed the length of the coverage area
Body . . . . . . . . . . . . . . . . . . . Brass kler flow rate are given in Tables A and (Table A)being hydraulically calculated
Cap . . . . . . . . . . . . . . . . . . . Bronze g as a function of temperature rating (e.g.,a maximum of 12 feet for a 12 ft.x
Saddle. . . . . . . . . . . . . . . . . . Brass and the maximum allowable coverage 12 ft. coverage area or 20 feet for a 20
Sealing Assembly . . . . . . .Beryllium areas.The sprinkler flow rate is the mini- ft.x 20 ft. coverage area.)
Nickel w/TEFLON mum required discharge from each of
Soldered Link Halves . . . . . . Nickel the total number of"design sprinklers"
Lever . . . . . . . . . . . . . . . . . . Bronze as specified in NFPA 13D or NFPA 13R.
Compression Screw . . . . . . . Brass The number of"design sprinklers"spec-
Deflector . . . . . . . . . . . . . . . Bronze ified in NFPA 13D and 13R for wet pipe
Guide Pin Housing. . . . . . . . Bronze systems is to be applied when designing
Guide Pins . . . . . . . . . . . . . Bronze dry pipe systems.
Support Cup . . . . . . . . . . . . . . Steel
Hydraulic Design
Operation (NFPA 13)
For systems designed to NFPA 13,the
When exposed to heat from a fire,the number of design sprinklers is to be
Cover Plate,which is normally soldered the four most hydraulically demanding
to the Retainer at three points,falls away sprinklers.The minimum required dis-
to expose the Sprinkler/Support Cup As- charge from each of the four sprinklers
sembly.At this point,the Deflector,sup- is to be the greater of the following:
ported by the Guide Pins, drops down
to its operated position. •The flow rates given in Tables A and
B as a function of temperature rating
The Solder Link Element of the Sprinkler/ and the maximum allowable cover-
Support Cup Assembly is comprised of age area
two link halves that are soldered togeth- .A minimum discharge of 0.1 gpm/ft2.
er with a thin layer of solder. When the over the "design area" comprised of
rated temperature is reached,the sol- the four most hydraulically demand-
der melts and the two link halves sepa- ing sprinklers for the actual coverage
rate, allowing the sprinkler to activate areas being protected by the four
and flow water. sprinklers
TFP443
Page 4 of 6
WET PIPE SYSTEM
Minimum Flow and Residual Pressure�b,°�
Maximum Maximum
Coverage Spacing Ordinary Temp Rating
Area 160°F(71°C)
Ft.x Ft. Ft' Deflector to Installation Minimum
(m x m) (m) Flow Pressure Ceiling Type Spacing
GPM PSI Ft.
(L/min) (bar) (m�
12 x 12 12 13 7.0 Smooth
(3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to
14 x 14 14 13 �� 1-1/8 inches.
(4,3 x 4,3) (4,3) 49,2) (0,48) Beamed
Ceilings per
16 x 16 16 13 �•� NFPA 13D Concealed $
(4,9 x 4,9) (4,9) (49,2) (0,48) 13R,or 13 �2'4�
18 x 18 18 17 �2,0 Installed in
(5,5 x 5,5) (5,5) (64,3) (0,83) beam 7/8 to
1-1/8 inches
20 x 20 20 20 16.7 below bottom
(6,1 x 6,1) (6,1) (75,7) (1,15) of beam
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest
coverage area for which Hydraulic Design section under the Design Criteria are stated.
(b) The Minimum Flow requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pres-
sures are calculated using the nominal K-factor.Refer to"Hydraulic Design"in the Design Criteria section for details.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the
criteria in this table must be used.
TABLE A
WET PIPE SYSTEM
SERIES LFII RESIDENTIAL FLAT-PLATE CONCEALED PENDENT SPRINKLER(TY2524)
NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA
DRY PIPE SYSTEM
Maximum Minimum Flowand Residual Pressure�b>
Coverage Maximum
Area�a> Spacing Ordinary Temp Rating
Ft.x Ft.
Ft. 160°F(71°C) Deflectorto Installation Minimum
(m x m) �m) Flow Pressure Ceiling Type Spacing
GPM PSI Ft.
(L/min) (bar) (m)
12 x 12 12 15 9.4 Smooth
(3,7 x 3,7) (3,7) (56,8) (0,65) Ceilings 7/8 to
14 x 14 14 15 9 4 1-1/8 inches.
(4,3 x 4,3) (4,3) (56,8) (0,65) Beamed
Ceilings per
16 x 16 16 16 10,7 NFPA 13D Concealed $
(4,9 x 4,9) (4,9) (60,6) (0,74) 13R,or 13 �2'4�
18 x 18 18 17 12.0 Installed in
(5,5 x 5,5) (5,5) (64,3) (0,83) beam 7/8 to
1-1/8 inches
20 x 20 20 21 18,4 below bottom
(6,1 x 6,1) (6,1) (79,5) (1,27) of beam
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest
coverage area for which Hydraulic Design section under the Design Criteria are stated.
(b) The Minimum Flow 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"in the Design Criteria section for details.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft.z over the design area or the flow in accordance with the
criteria in this table must be used.
TABLE B
DRY PIPE SYSTEM
SERIES LFII RESIDENTIAL FLAT-PLATE CONCEALED PENDENT SPRINKLER(TY2524)
NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA
TFP443
Page5of6
Installation Step 6.Screw on the Cover Plate/Re- Automatic sprinklers must never be
tainer Assembly until its flange contacts painted, plated, coated, or otherwise
The TYCO RAPID RESPONSE Series the ceiling. Do not continue to screw altered after leaving the factory. Modi-
LFII Residential Flat-Plate Concealed on the Cover Plate/Retainer Assembly fied or overheated sprinklers must be
Pendent Sprinklers must be installed in such that it lifts a ceiling panel out of replaced.
accordance with this section: its normal position.
Care must be exercised to avoid dam-
General Instructions If the Cover Plate/Retainer Assembly age to the sprinklers- before, during,
Damage to the Solder Link Element dur- cannot be engaged with the Mounting and after installation. Sprinklers dam-
ing installation can be avoided by han- Cup or the Cover Plate/Retainer Assem- aged by dropping,striking,wrench twist/
dling the sprinkler by the Support Cup bly cannot be engaged sufficiently to slippage, or the like, must be replaced.
contact the ceiling,the Sprinkler Fitting
only;that is,do not apply pressure to the must be repositioned. The owner is responsible for the in-
Solder Link Element(Figure 1). spection,testing, and maintenance of
A leak-tight 1/2 inch NPT sprinkler joint Care and their fire protection system and devices
should be obtained by applying a min- in compliance with this document, as
imum-to-maximum torque of 7 to 14 well as with the applicable standards of
ft.-Ibs. (9,5 to 19,0 Nm). Higher levels Maintenance the National Fire Protection Association
of torque can distort the sprinkler inlet The TYCO RAPID RESPONSE Series �e.g., NFPA 25), in addition to the stan-
with consequent leakage or impairment LFII Residential Flat-Plate Concealed dards of any other authorities having ju-
of the sprinkler. Pendent Sprinkler (TY2524) must be risdiction.Contact the installing contrac-
maintained and serviced in accordance tor or sprinkler manufacturer regarding
Do not attempt to compensate for insuf- any questions.
ficient adjustment in the Cover Plate/ with ths section:
Retainer Assembly by under- or over- gefore closing a fire protection system Automatic sprinkler systems are rec-
tightening the sprinkler. Re-adjust the main control valve for maintenance work ommended to be inspected, tested,
position of the sprinkler fitting to suit. on the fire protection system that it con- and maintained by a qualified Inspec-
trols,obtain ermission to shut down the tion Service in accordance with local
Step 1. Install pendent sprinklers in P requirements and/or national codes.
the pendent position, with the center- affected fire protection system from the
line of the sprinkler perpendicular to the proper authorities and notify all person-
mounting surface. nel who may be affected by this action.
Step 2. Remove the Protective Cap. Absence of a Cover Plate may delay the
Step 3. With pipe-thread sealant ap- sprinkler operation in a fire situation.
plied to the pipe threads, and using the The owner must assure that the sprin-
W-Type 18 Wrench shown in Figure 2, klers are not used for hanging any ob-
install and tighten the Sprinkler/Sup- jects and that the sprinklers are only
port Cup Assembly into the fitting.The cleaned by means of gently dusting with
W-Type 18 Wrench accepts a 1/2 inch a feather duster;otherwise, non-opera-
ratchet drive. tion in the event of a fire or inadvertent
Step 4. Replace the Protective Cap by operation may result.
pushing it upwards until it bottoms out �Nhen properly installed,there is a nomi-
against the Support Cup.The Protec- nal 1/8 inch (3,2 mm) air gap between
tive Cap helps prevent damage to the the lip of the Cover Plate and the ceil-
Deflector and Guide Pins during ceiling ing, as shown in Figure 3.This air gap
installation and/or during application of is necessary for proper operation of the
the finish coating of the ceiling. sprinkler by allowing heat flow from a
fire to pass below and above the Cover
� Plate to help assure appropriate release
of the Cover Plate in a fire situation. If the
As long as the protective Cap remains ceiling needs repainting after sprinkler
in place, the system is considered"Out installation,exercise care to ensure that
Of Service", the new paint does not seal off any of
Step 5.After the ceiling has been com- the air gap. Failure to do so may impair
pleted with the 2-1/2 inch(63 mm)diam- sprinkler operation.
eter hole and in preparation for install- Factory painted Cover Plates must not
ing the Cover Plate/Retainer Assembly, be repainted.They should be replaced,
remove and discard the Protective Cap, if necessary, by factory painted units.
and verify that the Deflector moves up Non-factory applied paint may adversely
and down freely. delay or prevent sprinkler operation in
If the sprinkler has been damaged and the event of a fire.
the deflector does not move up and Do not pull the Cover Plate relative to the
down freely, replace the entire sprinkler Retainer. Separation may result.
assembly. Do not attempt to modify or
repair a damaged sprinkler. Sprinklers which are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
TFP443
Page 6 of 6
Ordering
Procedure
Contact your local distributor for avail-
ability.When placing an order, indicate
the full product description and Part
Number(P/N).
Sprinkler/Support Cup Assembly
Specify: Series LFII (TY2524), K=4.9
(70,6), Residential Flat-Plate Concealed
Pendent Sprinkler without Cover Plate/
RetainerAssembly, P/N 51-114-1-160
Cover Plate/Retainer Assembly
Specify: Series LFII (TY2524), K=4.9
(70,6), Residential Flat-Plate Concealed
Pendent Sprinkler Cover Plate/Retain-
er Assembly with (specify)finish, P/N
(specify):
Ivory(RAL 1015)........... P/N 56-202-0-135
Beige(RAL 1001).......... P/N 56-202-2-135
Pure White(b)(RAL 9010)... P/N 56-202-3-135
Signal White(a)(RAL 9003).. P/N 56-202-4-135
Grey White(RAL 9002) ..... P/N 56-202-5-135
Brown(RAL 8028) ......... P/N 56-202-6-135
Black(RAL 9005).......... P/N 56-202-7-135
Brushed Brass............ P/N 56-202-8-135
Brushed Chrome.......... P/N 56-202-9-135
Custom Paint............. P/N 56-202-X-135
(a)Previously known as Bright White.
(b)Eastern Hemisphere sales only.
Note:All Custom Cover P/ates are painted using
Sherwin Williams Interior Latex Paint.Contact
TYCO Customer Service with any questions
related to custom orders.
Sprinkler Wrench
Specify: W-Type 18 Sprinkler Wrench,
P/N 56-000-1-265
GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700
Copyright OO 2012 Tyco Fire Products,LP. All rights reserved. t�G.O
TEFLON is trademark of The DuPont Corporation.
CO Worldwide www,tyco-fire.com
Contacts
RAPID RESPONSE Series LFII Residential Sprinklers
4.2 K-factor Horizontal Sidewall
Wet Pipe and Dry Pipe Systems
General Escutcheon reduces the accuracy to
which the pipe nipples to the sprinklers
Description must be cut. ��-�
The Series LFII Residential Sprinklers ��' �� _��
The TYCO RAPID RESPONSE Series have been designed with heat sensitivity ,� �
LFII Residential Horizontal Sidewall and water distribution characteristics '��.,�� , � �
Sprinklers (TY1334) are decorative, proven to help in the control of residen- •
fast response,frangible bulb sprinklers tial fires and to improve the chance for
designed for use in residential occupan- occupants to escape or be evacuated. �
-s.
cies such as homes,apartments,dormi- ' .� �
tories, and hotels.When aesthetics and � '
optimized flow characteristics are the Dry Pipe System Application
major consideration, the Series LFII The Series LFII Residential Horizontal - �,.
Residential Sidewall Sprinklers(TY1334) and Recessed Horizontal Sidewall
should be the first choice. Sprinklers offers a laboratory approved
option for designing dry pipe residen-
The Series LFII Residential Sprinklers tial sprinkler systems, whereas, most
are intended for use in the following residential sprinklers are laboratory Snrinkler
scenarios: approved for wet systems only. M
• wet and dry pipe residential sprinkler Through extensive testing, it has been Identification
systems for one- and two-family determined that the number of design
dwellings and mobile homes per NFPA sprinklers (hydraulic design area) for Number (SIN)
13D the Series LFII Residential Horizontal TY1334
• wet and dry pipe residential sprinkler Sidewall Sprinklers (TY1334) need not
systems for residential occupancies be increased over the number of design
up to and including four stories in sprinklers (hydraulic design area) as
height per NFPA 13R specified for wet pipe sprinkler systems,
as is accustomed for density/ area
• wet and dry pipe sprinkler systems sprinkler systems designed per NFPA
for the residential portions of any 13.
occupancy per NFPA 13 Consequently,the Series LFII Residential
The recessed version of the Series Sprinklers offer the features of non-water
LFII Residential Sprinklers is intended filled pipe in addition to not having to
for use in areas with finished walls. increase the number of design sprin-
It employs a two-piece Style 20 klers(hydraulic design area)for systems
Recessed Escutcheon. The Recessed designed to NFPA 13, 13D, or 13R.
Escutcheon provides 1/4 inch (6,4 mm) Non-water filled pipe will permit options
of recessed adjustment or up to 1/2 inch for areas sensitive to freezing.
(12,7 mm) of total adjustment from the
flush mounting surface position. The �
adjustment provided by the Recessed The Series LFII Residential Horizontal
Sidewall Sprinklers described herein
must be installed and maintained in
IMPORTANT compliance with this document and the
Always refer to Technical Data applicable standards of the National Fire
Sheet TFP700 for the "INSTALLER Protection Association, in addition to the
WARNING" that provides cautions standards of any authorities having juris-
with respect to handling and instal- diction. Failure to do so may impair the
lation of sprinkler systems and Performance of these devices.
components. Improper handling and The owner is responsible for maintaining
installation can permanently damage a their fire protection system and devices
sprinkler system or its components and in proper operating condition. The
cause the sprinkler to fail to operate in installing contractor or sprinkler manu-
a fire situafion or cause it to operate facturer should be contacted with any
prematurely. questions.
Page 1 of 6 APRIL 2013 REV A TFP410
TFP410
Page2of6
Components: 5 3 2 1
1 - Frame WRENCH
2 - Button Assembly FLATS
3 - Sealing Assembly p
4 - Bulb �
5 - Compression Screw
6 - Deflector* TOP-OF- 6* 4 7/16" (11,1 mm)
DEFLECTOR � NOMINAL 2-7/8" DIA.
*Temperature rating � MAKE-IN (73,0 mm)
is indicated on top � D
of Deflector. CENTERLINE
OF WATERWAY
7/16"
(11,1 mm) � STYLE 20
1/2" NPT RECESSED
1-5/8" y� ESCUTCHEON
END-OF- ~(41,3 mm) ESCUTCHEON
DEFLECTOR 2-1/4" PLATE SEATING
BOSS (57,2 mm) SURFACE
FIGURE 1
RAPID RESPONSE SERIES LFII RESIDENTIAL
HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY1334)
7/16±1/8"
�(11,1±3,2 mm)
MOUNTING FACE OF / WRENCH RECESS
SURFACE SPRINKLER � (END "A" USED
FITTING FOR TY1334)
TOP-OF- CLOSURE
DEFLECTOR } FIGURE 3
\ TY1334 I W-TYPE 6
j� 2-7/8" DIA. SPRINKLER WRENCH
(73,0 mm)
2-1/4" DIA. WRENCH
� a (57,2 mm) RECESS
7/16" �
(11,1 mm)
MOUNTING �
PLATE
END-OF-
DEFLECTOR 1/8" �
BOSS (3,2 mm)
PUSH WRENCH
1-3/8" (34,9 mm) 1/2" (12,7 mm) IN TO ENSURE
1-1/8"(28,6 mm) 1/4" (6,4 mm) ENGAGEMENT
WITH SPRINKLER
FIGURE 2 WRENCHING AREA
STYLE 20 RECESSED ESCUTCHEON FIGURE 4
FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL W-TYPE 7 RECESSED
HORIZONTAL SIDEWALL SPRINKLER(TY1334) SPRINKLER WRENCH
TFP410
Page3of6
Technical System Types Operational Sensitivity
Per the UL Listing, wet pipe and dry The sprinklers are to be installed with an
Data pipe systems may be utilized. Per the end-of-deflector-boss to wall distance
C-UL Listing, only wet pipe systems of 1-1/4 to 6 inches.
may be utilized. In addition the top-of-deflector-to-
Approvals
UL Listed for use with wet pipe and dry Refer to Technical Data Sheet TFP485 ceiling distance is to be within the range
pipe systems about the use of Residential Sprinklers (Tables A and B) being hydraulically
in residential dry pipe systems. calculated.
NSF Certified to NSF/ANSI 61
C-UL Listed for use only with wet pipe Ceiling Types Sprinkler Spacing
systems Smooth flat horizontal, or beamed, or The minimum spacing between sprin-
sloped, in accordance with the 2013 klers is 8 feet (2,4 m). The maximum
NYC Approved under MEA 44-03-E Edition of NFPA 13D, 13R, or 13 as spacing between sprinklers cannot
For details on these approvals, refer to applicable. exceed the width of the coverage area
the Design Criteria section. (Tables A and B) being hydraulically
Hydraulic Design calculated(e.g., maximum 12 feet for a
Maximum Working Pressure (NFPA 13D and 13R) 12 ft. x 12 ft. coverage area, or 16 feet
175 psi (12,1 bar) For systems designed to NFPA 13D for a 16 ft. x 20 ft, coverage area.).
or NFPA 13R, the minimum required
Discharge Coefficient sprinkler flow rates are given in Tables
A and B as a function of temperature
K=4.2 GPM/psi1�2 (60,5 LPM/bar��2) rating and the maximum allowable
coverage areas.The sprinkler flow rate
Temperature Rating is the minimum required discharge
155°F(68°C)or 175°F(79°C) from each of the total number of
"design sprinklers" as specified in
Finishes NFPA 13D or NFPA 13R.The number of
Signal or Pure White "design sprinklers" specified in NFPA
Chrome Plated 13D and 13R for wet pipe systems is
Natural Brass to be applied when designing dry pipe
Physical Characteristics systems.
Frame . . . . . . . . . . . . . . . . . . . . Brass Hydraulic Design
Button . . . . . . . . . . . . . . . . . . .Copper �NFPA 13)
Sealing Assembly . . . . . . . . Beryllium For systems designed to NFPA 13,
Nickel w/TEFLON the number of design sprinklers is
Bulb (3 mm). . . . . . . . . . . . . . . . Glass to be the four most hydraulically
Compression Screw . . . . . . . . Bronze demanding sprinklers. The minimum
Deflector . . . . . . . . . . . . . . . . .Copper required discharge from each of the
four sprinklers is to be the greater of
Operation the following:
The glass bulb contains a fluid that • The flow rates given in Tables A and
expands when exposed to heat.When B as a function of temperature rat-
the rated temperature is reached, the ing and the maximum allowable
fluid expands sufficiently to shatter the coverage area
glass bulb, allowing the sprinkler to . A minimum discharge of 0.1 gpm/ft2
activate and flow water. over the "design area" comprised of
the four most hydraulically demand-
Des� n ing sprinklers for actual coverage ar-
g eas protected by the four sprinklers
Criteria The number of "design sprinklers"
The TYCO RAPID RESPONSE specified in NFPA 13 for wet pipe
Series LFII Residential Horizontal systems is to be applied when
and Recessed Horizontal Sidewall designing dry pipe systems.
Sprinklers(TY1334)are UL and C-UL Dry Pipe System Water Delivery
Listed for installation in accordance When using the Series LFII Residential
with the following criteria. Horizontal Sidewall Sprinklers(TY1334)
in dry pipe sprinkler systems,the time
Residential Sprinkler Design Guide for water delivery must not exceed 15
When conditions exist that are outside seconds for the most remote operating
the scope of the provided criteria, refer sprinkler.
to the Residential Sprinkler Design
Guide TFP490 for the manufactur- Obstruction to Water Distribution
er's recommendations that may be Sprinklers are to be located in accor-
acceptable to the local authority having dance with the obstruction rules of
jurisdiction. NFPA 13D, 13R, and 13 as applicable
for residential sprinklers as well as
with the obstruction criteria described
within the TYCO Technical Data Sheet
TFP490.
TFP410
Page4of6
WET PIPE SYSTEM
Max.Coverage Max. Minimum Flow and Residual Pressure�b,c�
Area�a� Spacing Ordinary Temp.Rating Intermediate Temp.Rating
Width x Length ld> Ft. 155°F(68°C) 175°F(79°C) Minimum
Ft.x Ft. �m) Flow Pressure Flow Pressure Deflector to Installation Spacing
(m x m) GPM PSI GPM PSI Ceiling Type Ft.
(L/min) (bar) (L/min) (bar) (m�
12 x 12 12 12 8.2 12 8.2
(3,7 x 3,7) (3,7) (45,4) (0,57) (45,4) (0,57)
14 x 14 14 14 11.1 16 14.5
(4,3 x 4,3) (4,3) (53,0) (0,77) (60,6) (1,00)
16 x 16 16 16 14.5 16 14.5 4 to
(4,9 x 4,9) (4,9) (60,6) (1,00) (60,6) (1,00) 6 inches
16 x 18 16 19 20.5 19 20.5
(4,9 x 5,5) (4,9) (71,9) (1,41) (71,9) (1,41)
16 x 20 16 23 30.0 23 30.0 Recessed
(4,9 x 6,1) (4,9) (87,1) (2,07) (87,1) (2,07) Escu�tchteon2or 8
12 x 12 12 13 9.6 13 9.6 non-recessed (2,4)
(3,7 x 3,7) (3,7) (49,2) (0,66) (49,2) (0,66) per NFPA 13D,
13R,or 13
14 x 14 14 17 16.4 18 18.4
(4,3 x 4,3) (4,3) (64,3) (1,13) (68,1) (1,27)
16 x 16 16 18 18.4 18 18.4 6 to
(4,9 x 4,9) (4,9) (68,1) (1,27) (68,1) (1,27) 12 inches
16 x 18 16 21 25.0 21 25.0
(4,9 x 5,5) �4,9) ��9,5) �1,�2) ��9,5) �1,�2)
16 x 20 16 26 38.3. 26 38.3.
(4,9 x 6,1) (4,9) (98,4) (2,64) (98,4) (2,64)
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which
hydraulic design criteria are stated.
(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 under the Design Criteria section.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ftz over the design area or the flow in accordance with the criteria in this table must be
used.
(d) The Width x Length dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of sprinkler).
TABLE A
WET PIPE SYSTEM
SERIES LFII RESIDENTIAL HORIZONTAL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY1334)
NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA
TFP410
Page5of6
DRY PIPE SYSTEM
Max.Coverage Max. Minimum Flow and Residual Pressure�b,°1
Area�a> Spacing Ordinary Temp.Rating Intermediate Temp.Rating
Width x Length(dl Ft. 155°F(68°C) 175°F(79°C) Minimum
Ft.x Ft. �m� Flow Pressure Flow Pressure Deflector to Installation Spacing
(m x m) GPM PSI GPM ps� Ceiling Type Ft.
(L/min) (bar) (L/min) (bar) �m)
12 x 12 12 12 8.2 12 8.2
(3,7 x 3,7) (3,7) (45,4) (0,57) (45,4) (0,57)
14 x 14 14 16 14.5 16 14.5
(4,3 x 4,3) (4,3) (60,6) (1,00) (60,6) (1,00)
16 x 16 16 16 14.5 16 14.5 4 to
(4,9 x 4,9) (4,9) (60,6) (1,00) (60,6) (1,00) 6 inches
16 x 18 16 19 20.5 N/A N/A
(4,9 x 5,5) (4,9) (71,9) (1,41)
16 x 20 16 23 30.0 Recessed
(4,9 x 6,1) (4,9) (87,1) (2,07) N/A N/A Escu�tchteon2or 8
12 x 12 12 13 9.6 13 9.6 non-recessed (2,4)
(3,7 x 3,7) (3,7) (49,2) (0,66) (49,2) (0,66) per NFPA 13D,
13R,or 13
14 x 14 14 18 18.4 18 18.4
(4,3 x 4,3) (4,3) (68,1) (1,27) (68,1) (1,27)
16x16 16 18 18.4 21 25.0 6to
(4,9 x 4,9) (4,9) (68,1) (1,27) (79,5) (1,72) 12 inches
16 x 18 16 21 25.0 21 25.0
(4,9 x 5,5) �4,9) ��9,5) �1,�2) ��9,5) �1,�2)
(4 9 x 61) (4,g) N/A N/A N/A N/A
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which
hydraulic design criteria are stated.
(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 under the Design Criteria section.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ftz over the design area or the flow in accordance with the criteria in this table must be
used.
(d) The Width x Length dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of sprinkler).
TABLE B
DRY PIPE SYSTEM
SERIES LFII RESIDENTIAL HORIZONTAL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY1334)
NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA
TFP410
Page6of6
Installation Step B. After installing the Style 20 damaged by dropping,striking,wrench
Mounting Plate over the sprinkler twist/slippage, or the like, must be
The TYCO RAPID RESPONSE threads and with pipe-thread sealant replaced. Also, replace any sprinkler
Series LFII Residential Horizontal applied to the pipe threads, hand- that has a cracked bulb or that has lost
and Recessed Horizontal Sidewall tighten the sprinkler into the sprinkler liquid from its bulb. (Ref. Installation
Sprinklers (TY1334) must be installed fitting. Section.)
in accordance with this section. Step C. Tighten the sprinkler into the The owner is responsible for the
sprinkler fitting using only the W-Type inspection,testing,and maintenance of
General Instructions 7 Recessed Sprinkler Wrench (Figure their fire protection system and devices
Do not install any bulb type sprinkler if 4).With reference to Figure 1,apply the in compliance with this document, as
the bulb is cracked or there is a loss of �/_Type 7 Recessed Sprinkler Wrench well as with the applicable standards of
liquid from the bulb. With the sprinkler to the sprinkler wrench flats. the National Fire Protection Association
held horizontally, a small air bubble (e.g. NFPA 25), in addition to the
should be present.The diameter of the Step D. After the ceiling has been
air bubble is approximately 1/16 inch installed or the finish coat has been standards of any authorities having
(1,6 mm). applied, slide on the Style 20 Closure Jurisdiction. Contact the installing
over the Series LFII Residential contractor or sprinkler manufacturer
A leak-tight 1/2 inch NPT sprinkler Sprinkler and push the Closure over the regarding any questions.
joint should be obtained by applying a Mounting Plate until its flange comes in Automatic sprinkler systems are recom-
minimum to maximum torque of 7 to 14 contact with the wall. mended to be inspected, tested, and
ft. Ibs. (9,5 to 19,0 Nm). Higher levels maintained by a qualified Inspection
of torque can distort the sprinkler Inlet Service in accordance with local
with consequent leakage or impairment Care and
of the sprinkler. requirements and/or national codes.
0o not attempt to compensate Maintenance Ordering
for insufficient adjustment in an The TYCO RAPID RESPONSE
Escutcheon Plate by under- or over- Series LFII Residential Horizontal procedure
tightening the Sprinkler. Re-adjust the and Recessed Horizontal Sidewall
position of the sprinkler fitting to suit. Sprinklers(TY1334)must be maintained Contact your local distributor for
and serviced in accordance with this availability. When placing an order,
Series LFII Residential Horizontal section. indicate the full product name and Part
Sidewall Sprinklers Number(P/N).
The Series LFII Residential Horizontal Before closing a fire protection system
Sidewall Sprinklers must be installed main control valve for maintenance Sprinkler Assembly
in accordance with the following Work on the fire protection system Specify: Series LFII (TY1334), K=4.2,
instructions. that it controls, obtain permission to Residential Horizontal Sidewall
shut down the affected fire protection Sprinkler, (specify)temperature rating,
Step 1. Install horizontal sidewall sprin- systems from the proper authorities (specify)finish, P/N (specify).
klers in the horizontal position with their and notify all personnel who may be iss°F(68°c)
centerline of waterway perpendicular to affected by this action. NatUrai arass................PiN 5i-zii-i-i55
the backwall and parallel to the ceiling. . PUre wn�te�RA�soio�'........P/N 51-211-3-155
The word "TOP" on the Deflector is to Absence of the outer piece of an Signal White(RAL9003) .......P/N 51-211-4-155
face towards the ceiling with the front escutcheon, which is used to cover Chrome Plated.............. P/N 51-211-9-155
edge of the Deflector parallel to the a clearance hole, can delay sprinkler ��s°F(79°c)
ceiling. operation in a fire situation. Naturai Brass................PiN si-zii-l-i�s
Ste 2. With i e-thread sealant The owner must assure that the sprin- Pure wn�te(Ra�soio)'........P/N 51-211-3-175
p p p Signal White(RAL9003) .......P/N 51-211-4-175
applied to the pipe threads, hand klers are not used for hanging any Chrome Plated.............. P/N 51-211-9-175
tighten the sprinkler into the sprinkler objects and that the sprinklers are only
fitting. cleaned by means of gently dusting `Eastern Hemisphere sales only.
with a feather duster; otherwise, non-
Step 3. Tighten the sprinkler into the operation in the event of a fire or inad- Recessed Escutcheon
sprinkler fitting using only the W-Type vertent operation may result. Specify: Style 20 Recessed
6 Sprinkler Wrench (Figure 3). With Escutcheon with (specify�)finish, P/N
reference to Figure 1, apply the W-Type Sprinklers which are found to be �specify').
6 Sprinkler Wrench to the wrench flats. leaking or exhibiting visible signs of
corrosion must be replaced. `Refer to Technical Data Sheet TFP770.
Series LFII Residential Recessed Automatic sprinklers must never be Sprinkler Wrench
Horizontal Sidewall Sprinklers painted, plated, coated, or otherwise Specify W-Type 6 Sprinkler Wrench,
The Series LFII Residential Recessed altered after leaving the factory. P/N 56-000-6-387.
Horizontal Sidewall Sprinklers must Modified sprinklers must be replaced.
be installed in accordance with the Sprinklers that have been exposed to Specify W-Type 7 Sprinkler Wrench,
following instructions. corrosive products of combustion, but P�N 56-850-4-001.
Step A. Install recessed hori- have not operated,should be replaced
zontal sidewall sprinklers in the hori- if they cannot be completely cleaned
zontal position with their centerline by wiping the sprinkler with a cloth or
of waterway perpendicular to the by brushing it with a soft bristle brush.
backwall and parallel to the ceiling.The Care must be exercised to avoid
word "TOP" on the Deflector is to face damage to the sprinklers - before,
towards the ceiling. during, and after installation.Sprinklers
GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700
Copyright OO 2013 Tyco Fire Products,LP. All rights reserved. t�G.O
TEFLON is trademark of The DuPont Corporation.
• • - 1 • •
. .. - ' • - � ' - - ' -• • -
L�STEO
UL U��� APPLICATION
� The Pressure Reducing Valve automatically reduces a higher
'�� .��..�' - � �' inlet pressure to a steady lower downstream pressure re-
\�'�� � "' F gardless of changing flow rate and/or varying inlet pressure
- _ ,•�� in a fire protection system.This valve's pilot control system
� ,_� �� L�� , is very sensitive to slight downstream pressure fluctuations
and will automatically open or close to maintain the desired
SIZES pressure setting.
GLOBE: Flanged ends ❑ 1 1/2"thru 8"(class 150) MATERIALS
❑ 1 1/2"thru 6"(class 300) Main Valve Body&Bonnet Ductile IronASTMA536
Threaded ❑ 1 1/2"thru 3" Disc Guide & Seat BronzeASTM B 61
Grooved ❑ 1 1/2", 2", 3", 4" &6" Disc Buna-N Rubber
ANGLE: Flanged ends ❑ 2"thru 6" (class 150) Diaphragm Nylon reinforced Buna-N
❑ 2"thru 6" (class 300) Stem &Spring Stainless Steel
Threaded ❑ 1 1/2"thru 3" UUULC LISTING
Grooved ❑ 2", 3" &4" (CIaSS 300� 3001b Flange 1501b Flange Globe Body Angle Body
TEMPERATURE RATING: ❑water 33°F to 180°F Size Grooved Grooved
PILOT SPRING RANGE: ❑ 30-165 psi u� u�C u� u�C u� u�
❑ Pressure differentia1,10 psi min. 1 1�2 �� `
2" • • • • •
MAX.INLETPRESSURE: ❑ 300 psi (class 300) 21i2�� � � � �
FEATURES 3" • • • • •
❑ Epoxy Coated, FDA approved 4�� ' ' ` ' '
❑ Pilot Assembly 6 � � ` � �
• Flowclean strainer sizes 1 1/2"-3" 8 � � �
( ) 10° • •
• "Y"type strainer(sizes 4"-10")
• Opening speed control(sizes 1 1/2"-3") - �� �i O �
• Isolation Valve(sizes 4"-10") � p p °� i
MAIN VALVE OPTIONS � �- �� --� _ °�'
Size _ �� � ,. ����G FFFF
. ��.�E. o i � o �
X - Class 150 flange(175 psi max.) �
TH - Threaded ends(400 psi max.) r E=E r, ,���s,E����o�k� ���AEAS� EEEE
KB - Viton rubber �
SS - Stainless Steel Seat r' 1 ° ��
AN - Angle body �� � � - ��Er
D - Check Valve in pilot i I� - � ;' F'�FF
n�
BB FF
I
G - Groove body �,�- ���.�E. I -:-_=::_:--� �
CS - Cast steel(ASTM A216)main valve �AA I I--AAAA SHCN" V`� _EEE EE
body&bonnet
DIMENSIONS
DIM ANSI CLASS VALVE SIZE inches
11/2 2 21/2 3 4 6 8 10
AA 150 8 1/2 9 3/8 11 12 15 20 25 3/8 29 3/4
AAA 300 9 10 11 5/8 13 1/4 15 5/8 21 26 3/8 31 1/8
AAAA GROOVED 81/2 9 - 121/2 15 20 - -
B 1 1/8 1 1/2 1 11/16 2 9/16 3 3/16 4 5/16 5 5/16 9 1/4
BB GROOVED 115/16 21/8 - 6 41/8 6 - -
C Max. 5 1/2 6 1/2 7 9/16 8 3/16 10 5/8 13 3/8 16 17 1/8
CC Max. 4 3/32 5 - 6 1/2 8 13/16 11 3/32 - -
D 2 13/16 3 5/16 4 4 9/16 5 3/4 7 7/8 10 11 13/16
DD GROOVED 2 13/16 3 5/16 - 4 9/16 5 3/4 7 7/8 - -
EE 150 4 4 3/4 5 1/2 6 7 1/2 10 12 3/4 14 7/8
EEE 300 4 1/4 5 5 7/8 6 3/8 7 7/8 10 1/2 13 1/4 15 9/16
EEEE GROOVED - 4 3/4 - 6 7 1/2 - - -
FF 150 4 3 1/4 4 4 5 6 8 8 5/8
FFF 300 4 1/4 3 1/2 4 5/16 4 3/8 5 5/16 6 1/2 8 1/2 9 5/16
FFFF GROOVED - 31/4 - 41/2 5 - - -
G Mvc. 7 1/2 7 3/4 7 3/4 8 9 9 1/2 10 1/2 11 1/2
GG Max. 8 3/32 8 - 8 1/8 9 5/16 10 1/2 - -
�• •
�• �
Page 1 of 2
OPERATION
The Model ZW109FP utilizes a pressure reducing pilot valve that installs on the discharge side of the control circuitry.The
pilot is a direct acting, normally open, spring loaded, diaphragm actuated valve; the spring being adjustable within a 5.5:1
ratio.The operation of the ZW109FP begins with accurately sizing the valve,then fine tuning the control circuit by adjusting
the pilot spring to the desired downstream pressure.
Inlet pressure is piped to the inlet port of the pressure reducing pilot.A sensing line runs internally from the discharge side
of the pilot to its lower control chamber under the diaphragm. Thus, downstream pressure exceeding the preset acts to
close the pilot while the adjustable spring seeks to keep it open. The result is a modulating action in the pilot that is
transmitted to the bonnet of the main valve.This creates a mirror modulation of the diaphragm assembly in the main valve.
Downstream pressure is maintained within narrow limits regardless of changing flow rates or varying inlet pressures.
FLOW CHARACTERISTICS
Valve Size inches 1 1/2 2 2 1/2 3 4 6 8 10
m m 40 50 65 80 100 150 200 250
Max. Flow Rate (GPM) 160 262 373 576 992 2251 3900 6150
Min. Flow Rate (GPM) 10 15 20 30 50 115 200 300
For basic valves suggested flow calculations are based on flow through Schedule 40 Pipe. Maximum continuous flow is
approx. 20 ft./sec(6.1 meters/sec)&maximum intermittent is approx. 25 ft./sec(7.6 meters/sec)and minimum continu-
ous flow is approx. 1 ft./sec (0.3 meters/sec). Many factors should be considered in sizing pressure reducing valves
including inlet pressure, outlet pressure and flow rates.
TYPICAL INSTALLATION
Underwriters Laboratories requires the MAIN FIRE
HEADER ZW109FP
installation of pressure gauges upstream PRESSURE
and downstream of the Pressure Reduo- �`' REDUCING VALVE
ing Valve.Also, a relief valve of not less �'�'�
than 1/2"in size must be installed on the
downstream side of the pressure control � � �
valve. Adequate drainage for the relief � � �
valve discharge must be provided. � � ��
UL INSTALLATION SPECIFICATIONS �� U ��
REQUIREMENTS MODEL P4000
PRESSURE
The valve is to be installed in accordance RELIEF VALVE �' ��
with the standard for installation of sprin-
kler systems, NFPA 13. �' �
I '�
—�
/ - O DISTRIBUTION TO EACH FLOOR
The valve is to be inspected,tested and � O
� � �
maintained in accordance with the stan- — = �
dard for the inspection,testing and Main- zw,osFP
tenance of Water-Based Fire Protection PRESSURE ,I "��1�=
Systems, NFPA Z�J. REDUCING VALVE MODEL P4000
PRESSURE
SPECIFICATIONS RELIEF VALVE
The Pressure Reducing Valve shall be a single seated, line pressure operated,diaphragm actuated, pilot controlled,globe or
angle valve.The valve shall seal by means of a corrosion-resistant seat and resilient, rectangular seat disc.These and other
parts shall be replaceable in the field;all such service and adjustments to be possible without removing the valve from the line.
The main valve body shall be Ductile Iron ASTM A 536.The stem of the basic valve shall be guided top and bottom by integral
bushings.The basic valve and its pilot control system shall contain no packing glands or stuffing boxes.The diaphragm shall not
be used as a seating surface nor shall pistons be used as an operating medium.All internal and external ferrous surfaces shall
be coated with a high quality,fusion epoxy coating. The pilot control system shall consist of a two-way, normally open, direct
acting,adjustable spring loaded,diaphragm actuated pressure reducing pilot.The pilot control shall be field adjustable from 30
psi to 165 psi; adjustment range not to exceed a 5.5:1 ratio. The Pressure Reducing Valve shall be a WILKINS Model
ZW109FP.
JOB NAME CONTRACTOR
JOB LOCATION ENGINEER
Page 2 of 2
WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 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://www.zurn.com
' ' • • � : 1
FEBCOo DOUBLE CHECK ASSEMBLY
BACKFLOW PREVENTION
Characteristics
Physical Properties
Size 1/2", 3/4", 1", 1-1/4", 1-1/2",2" �
Max.Working Pressure 175 PSI (1200 KPa) � � �
Hydrostatic Test Press. 350 PSI (2400 KPa)
Temperature Range 32°F to 140°F (0°C to 60°C) � � �
End Connections Threaded ANSI B2.1
Materials
Valve Body Bronze
Elastomers Silicone
Springs Stainless Steel MODEL 850(1/2"-2")DOUBLE CHECK ASSEMBLY
Agency Compliance
• ANSI/AWWA Conformance (C510-92) Application
• ASSE Listed (Std. 1015) Non-Health Hazard
• CSA
• Approved by the Foundation for Cross Connection OptIO11S
Control and Hydraulic Research at the University of ❑ Wye - Strainer
Southern California.
Model 850 (1/2" - 2") Flow Curves ��2�� 1-1/2"
� zo � zo
a �5 a 15
J �p J 10
m 5 � 5
d �
_ � = 0
0 3 6 9 12 15 18(GPM) 0 20 40 60 80 100 120 (GPM)
3/4" 2"
,.. zo _ 20
� �
a 15 a 15
N N
0 10 0 10
J J
� 5 � 5
m d
x o x p
0 5 10 15 20 25 30(GPM) 0 30 60 90 120 150 180 (GPM)
1"
-- 20 Installation Recommendations
�
a 15
N *
0 1� �
'� 12"Minimum Clearance
a 5
� to Fixed Structure
a� a
= a : B a a 1
0 10 20 30 40 50 60 (GPM) / b o �
� 20
1-1/4" ? �
� 12��
a 15 Minimum
" 1J 10
d 5 FIOW MODEL 850(1/2"-2")
= 0 � Outdoor Installation
0 20 40 60 80 100 120(GPM)
Model 850 (1/2" - 2")
A ITEM DESCRIPTION MATERIALS
9 11 21 1 60 61 21 9.1 1 Body Bronze
1.2
� 1.2 Tailpiece Bronze
C 1.4 O-Ring Silicone
' ° _
2 Cover Bronze
2.2 O-Ring Silicone
3 Seat Noryl
B , _, ° _, 3.1 O-Ring Silicone
� n n 4 POppOt NOryl
5 Seat Disc Silcone
5.1 Disc Retainer Noryl
5.2 Rnd HD Screw Stainless Steel
6 Spring Stainless Steel
3 3.1 8 22 7 1.4 7 Guide Noryl
8 Retainer Spacer Noryl
2 � 9 Ball Valve(w/tap) Brozne
� � _ � � 9.1 Ball Valve Bronze
� _ = 11 Test Cock Bronze
21 Hex HD Capscrew Stainless Steel
� i i � 60 Identification Plate Brass
61 Drive Screw Stick Stainless Steel
E
� 5.1 5 4 5.2 6 � Model 850 (1/2�� - 2���
0 0 Check Assembly
5.1 5 4 7
5.2
Dimensions and Weights
U.S.-Inches(mm) NET WT.
SIZE A B C D E Lbs. (kgs.)
'Iz'� 10(254.00) 1'Iz(38.10) 1'Iz(38.10) 3'Is(79.38) 1�I4(31.75) 4.2(1.91)
31a" 1031a(273.05) 1'Iz(38.10) 1'Iz(38.10) 3'Is(79.38) 1'la(31.75) 4.4(2.00)
1" 12'Iz(317.50) 1'la(47.63) 151s(41.28) 3'Is(85.73) 1'Iz(38.10) 6.8(3.08) 3 3.1 6
1'la" 15'la(403.23) 3(76.20) 2'Iz(63.50) 4'la(107.95) 2'la(57.15) 15.8(7.17)
1'Iz" 1631a(415.93) 3(76.20) 2'Iz(63.50) 4'la(107.95) 2'I4(57.15) 16.2(7.35)
2" 1751a(447.68) 3'Iz(88.90) 2'Iz(63.50) 4'la(107.95) 2'la(57.15) 21.1 (9.57)
Note:Dimensions are nominal.Allowances must be made for normal manufacturing tolerances.
FEBCO Backflow Prevention FEBCO is a product of
P.O.Box 8070•Fresno,CA 93747-8070 �SPX VALVES&CONTROLS'"
559 252-0791 •Fax:559 453-9030•www.FEBCOonline.com
ssa5osm a/o2 Copyright 2002 SPX Valves&Controls ISO 9001 Certified
�'���Q Fire & Building
Products
rapid respanse�'.`
Hann� F�r�E Sarer�u�c���r 5rrsr�nr�
Technical Services: Tel: (800)381-9312/Fax: (800)791-5500
Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds
1, 1-1/2, and 2 Inch (DN25, DN40, and DN50)
For NFPA 13D/13R Residential Sprinkler Systems
General Technical _
Description Data �`� ,
The Riser Manifolds described in this Approvals •�`�P - ;
technical data sheet provide the neo- The Figure 513D (13D) and 513D/R -
essary waterflow alarm, pressure (13D/R) Riser Manifolds with a cover
gauge,and drain equipment in a single tamper switch for the waterflow alarm �
assembly for use in NFPA 13D or 13R switch are UL Listed, ULC Listed, and � "''��
residential sprinkler systems as fol- FM Approved. ,�,� -
lows: `
The Figure 513D (13D) and 513D/R
NFPA 13D (13D/R) Riser Manifolds without a
I I Figure 513D (13D) cover tamper switch for the waterflow
1 Inch (DN25) alarm switch are UL Listed and FM ��_ a •�
Female Thread x Female Thread Approved. -�
NFPA 13D/13R Maximum Working Pressure
175 psi (12,1 bar) line prior to performing the alarm test.
I i Figure 513D/R (13D/R) Assembly The second option is to install an In-
1-1/2 Inch (DN40) The manifold body of the Figure 513 is spector's Test Connection down-
Male Thread x Female Thread ductile iron, whereas the manifold stream ofthe WaterflowAlarm Switch.
Male Thread x Male Thread body of the Figure 13 is cast iron. The (3) Never remove any piping compo-
I I Figure 513D/R (13D/R) two assemblies are completely inter- nent nor correct or modify any piping
2 Inch (DN50) changeable in function, application, deficiencies without first depressuriz-
Groove x Groove and end-to-end laying length. ing and draining the system.
Male Thread x Groove Finish Step 1. Install the manifold body with
The variety of sizes and end connec- Red painted. the flow arrow pointing in the down-
tions allow cost effective and easy stream position using threaded con-
transition to check valves, control �nsta Ila tion nections and/or listed mechanical
valves, and system piping. The Riser grooved connections, as applicable.
Manifolds may be installed in eitherthe The Riser Manifolds may be installed Step 2. Connect the drain line, and
horizontal (flow switch on top)or verti- in either the horizontal (flow switch on then close the drain valve.
cal (flow going up). top) or vertical (flow going up). The
inlet of the Riser Manifold may be di- Step 3. Refer to Figure 4 for wiring
WARNING rectly connected to a shut-off control 9uidance. All wiring must be per-
The Riser Manifolds described herein valve. formed in accordance with the Author-
must be installed and maintained in ity Having Jurisdiction and/or the Na-
compliance with this document, as NOTES tional Electrical Code.
well as with the applicable standards 1 Where a l�cable � e thread Ste 4. Place the s stem in service b
of the National Fire Protection Asso- � � p'° '°p p y y
ciation, in addition to the standards of sealant is to be applied sparingly. Use filling the system with water. When fill-
any other authorities having jurisdic- ofa non-hardening pipe thread sealant ing the system, partially open the con-
tion. Failure to do so may impair the is recommended. trol valve to slowly fill the system. Fill-
performance of these devices. (2) Provisions for an alarm test flow �ng the system slowly will help avoid
must be made. The alarm test flow is damaging the waterflow alarm switch.
The owneris responsible formaintain- to be through an orifice having a flow After the system is fully pressurized,
ing their fire profection system and de- capacity equal to or smaller than the completely open the control valve.
vices in proper operating condition. smallest orifice sprinklerin the sysfem.
The insfalling contractor or sprinkler One of two options can be considered. Step 5. Secure all supply valves
manufacturer should be contacted The first option is to temporarily install open.
with any questions. a test orifice in the outlet of the drain
Page 1 of 6 APRIL, 2006 TFP960
Page 2 of 6 TFP960
NO. DESCRIPTION QTY. P/N � \
1 1"Manifold Body, 3-1/2"
Female x Female NPT... 1 N/A (88,9 mm)
2 Waterflow Alarm Switch:
VSR-SF modified with O�
_
Paddle,UL/FM ........ 1 971-096-01
VSR-SF modified with
Paddle and Cover Tamper
Switch,ULC/FM........ 1 976-519-01
3 200 psi/1400 kPa
Water Pressure Gauge .. 1 2343 T�
— 2
3
NOTES:
1. Approximate weight,7.5 Ibs.(3,4 kg). Waterflow
2. ULC Listed Manifolds are equipped with
Cover Tamper Switches installed internal 9-3/4" �
to the Watertlow Alarm Switches. (247,7 mm) i
3. CH:Common Hardware — �
� ��
2-7/8"
3-5/8" � (73,0 mm)
(92,1�mm)
O '
3/4"NPT �
/
Drain Valve 4-1/2"
(Normally Closed) ~(114,3 mm)~
10"
(254,0 mm)
F/GURE 1
1 INCH(DN25)RISER MANIFOLD ASSEMBLYAND DIMENSIONS
NO. DESCRIPTION QTY. P/N � r �
1 1-1/2"Manifold Body, 3-1/2"
Male x Female NPT..... 1 N/A (88,9 mm)
Male x Male NPT....... 1 N/A
2 Watertlow Alarm Switch: O'��
VSR-SF modified with
Paddle,UL/FM......... 1 971-096-00
VSR-SF modified with
Paddle and Cover Tamper
Switch,ULC/FM........ 1 976-519-02
3 300 psi/2000 kPa 3 n — 2
Water Pressure Gauge .. 1 2341 �/
/
NOTES: � Waterflow 1
1. Approximate weight,8.7 Ibs.(3,9 kg). «
2. ULC Listed Manifolds are equipped with
Cover Tamper Switches installed internal 11-3/8" ��
to the Watertlow Alarm Switches. �2$$,9 mm) � I �
3. CH:Common Hardware
4-1/2"
5-3/8" (114,3 mm)
(136,5 mm) I
�� � �
I 1"
NPT
Drain Valve 2-1/8"
(Normally Closed) (54,0 mm)
10"(254,0 mm)
� Male x Female NPT –
Manifold
11-1/8"(282,6 mm)
Male x Male NPT –
Manifold
F/GURE 2
1-1/2 INCH(DN40)RISER MANIFOLD ASSEMBLYAND DIMENSIONS
TFP960 Page 3 of 6
NO. DESCRIPTION QTY. P/N � � O
1 2"Manifold Body, 3-1/2"
Groove x Groove....... 1 N/A (88,9 mm)
Male NPT x Groove..... 1 N/A �
2 WaterflowAlarm Switch: �
VSC with Paddle,
UL/FM ............... 1 976-357-01
VSC with Paddle and
Cover Tamper Switch, 1
ULC/FM.............. 1 976-520-01
3 300 psi/2000 kPa 3 2
Water Pressure Gauge .. 1 2341 Optionally
/ Grooved or
NOTES: � Waterflow Male NPT
\ � Supply End
1. Approximate weight,11.0 Ibs.(5,0 kg). � �Connection
2. ULC Listed Manifolds are equipped with /
Cover Tamper Switches installed internal �Z�� ��
to the Waterflow Alarm Switches. (304,8 mm) �
3. CH:Common Hardware f
4-1/2"
5-7/16" (114,3 mm)
(138,1 mm) �
� 1 � � 1"
NPT
FIGURE 3 Drain Valve 2-1/4"
� (Normally Closed) (57,2 mm)
2 INCH(DN50)R/SER MANIFOLD ASSEMBLY
AND D/MENS/ONS 13"(330,2 mm)
� Groove x Groove,
Male NPT x Groove
result in operation of the associated recorded for the system when it was
Ca re a n d alarms. Consequently, notification first installed.
must be given to the owner and the fire
Ma i n t e n a n c e department, central station, or other Alarm Test Procedure With A Test
signal station to which the alarms are Orifice (See Installation Note 2)
The following inspection procedure connected, and notification must be
must be performed as indicated, in ad- given to the building occupanfs. Step 1. Temporarily install a test ori-
dition to any specific requirements of fice in the drain line outlet.
the NFPA, and any impairment must Before closing a fire protection system
be immediately corrected. control valve for inspection or mainte- Step 2. Fully open the drain valve.
nance work on the fire protection sys- Make certain that drainage water will
The owner is responsible for the in- tem that it controls,permission to shut not cause any damage or injury.
spection, testing, and maintenance of down the effected fire protection sys- Step 3.Verify operation of the associ-
their fire protection system and de- tem must first be obtained from the
vices in compliance with this docu- proper authorities and all personnel ated alarms.
ment, as well as with the applicable who may be affected by this action Step 3. Close the drain valve.
standards of the National Fire Protec- must be notified.
tion Association (e.g., NFPA 25), in Step 4. Remove the test orifice from
addition to the standards of any After placing a fire protection system the drain line outlet.
authority having jurisdiction. The in- �n service, notify the properauthorities
stalling contractor or product manufac- and advise those responsible formoni- Alarm Test Procedure With An
turer should be contacted relative to toring proprietary and/or central sta- Inspector's Test Connection (See
any questions. tion alarms. Installation Note 2)
It is recommended that automatic Flow Test Procedure Step 1.Fully open the Inspector's Test
sprinkler systems be inspected, Connection Valve. Make certain that
tested, and maintained by a qualified Step 1. Fully open the drain valve. drainagewaterwillnotcauseanydam-
Inspection Service in accordance with Make certain that drainage water will age or injury.
local requirements and/or national not cause any damage or injury.
codes. Step 2.Verify operation of the associ-
Step 2. Verify that the residual (flow- ated alarms.
NOTES ing) pressure indicated by the pres- Step 3. Close the Inspector's Test
No attempt is to be made to repairany sure gauge is no less that originally Connection Valve.
Riser Manifold component in the field. recorded for the system when it was
Only the pressure gauge or waterflow first installed.
alarm switch can be replaced. If any Step 3. Close the drain valve.
other problems are encountered the
entire riser manifold must be replaced. Step 4.Verify that the static(not flow-
ing) pressure indicated by the pres-
The flow and alarm test procedure will sure gauge is no less that originally
Page 4 of 6 TFP960
SWITCH TERMINAL CONNECTIONS
UNINSULATED CLAMPING SEVERED
LOOPED SECTION CAUTION: PLATE STRIPPED
SINGLE An uninsulated section of a TERMINAL ENDS
CONDUCTOR single conductor is not SEPARATE
1 permitted to be looped around �__i CONDUCTORS
CLAMPING the terminal and serve as two �
PLATE separate connections.The � /
TERMINAL wire must be severed to serve INCOMING
�
� as two separate connections,
�—� thereby providing supervision
of the connection in the event
that the wire becomes
dislodged from the terminal.
OUTGOING
IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD
WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS
CONTACTS .......... SPDT(Form C) END OF LINE
LOCAL RES I STOR
CONTACT RATING .... 5A @ 125 VAC SIGNAL
2.5A @ 30 VDC DEVICE
NC
NO NC NO
NO• �G NC COM
1 COM
COM CONTROL
POWER PANEL
NO FLOW NON-SUPERVISED STYLE B/CLASS B
CONDITION CIRCUIT SUPERVISED CIRCUIT
(SEE NOTE)
NOTE:
For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm
Switch has two switches,one can be used to operate a central station,proprietary or remove
signaling unit,while the other contact is used to operate a local audible or visual annunciator.
COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY)
CONTACTS .......... SPDT(Form C)
CONTACT RATING .... 3A @ 250 VAC
5A @ 125 VAC
1 mA @ 5 VDC min.
NO� � NC
COM
CONTACTS SHOWN
WITH COVER IN PLACE
F/GURE 4
WIRING GUIDANCE
TFP960 Page 5 of 6
Lim ite d Ordering
Warranty Information
Products manufactured by Tyco Fire& Riser Manifold:
Building Products (TFBP) are war- Specify;Size(specify),Figure(specify
ranted solely to the original Buyer for 513D or 513D/R, (specify connection
ten (10)years against defects in mate- type inlet x outlet) Riser Manifold
rial and workmanship when paid for (specify-without or with)a cover tam-
and properly installed and maintained per switch for the waterflow alarm
under normal use and service. This switch, P/N (specify).
warranty will expire ten (10) years
from date of shipment by TFBP. No NOTES
warranty is given for products or com- Orders forFigure513Dor513D/Rmay
ponents manufactured by companies be filled with a Figure 13D or 13D/R,
not affiliated by ownership with TFBP respectively. The two assemblies are
or for products and components which completely interchangeable in func-
have been subject to misuse,improper tion, application, and end-to-end lay-
installation, corrosion, or which have ing length.
not been installed, maintained, modi- If a ULC Listing is required, the Riser
fied or repaired in accordance with ap- Manifold must be ordered with a cover
plicable Standards of the National Fire tamper switch for the waterflow alarm
Protection Association, and/or the switch.
standards of any other Authorities
Having Jurisdiction. Materials found
by TFBP to be defective shall be either UL/ULC/FM Assemblies
repaired or replaced, at TFBP's sole With Cover Tamper Switch
option. TFBP neither assumes, nor 1 Inch(DN25)
authorizes any person to assume for it, FT x FT............... P/N 4085
any other obligation in connection with 1-1/2 Inch(DN40)
the sale of roducts or arts of I'OCI- MT x FT .............. P/N 4088
p P p 1-1/2 Inch(DN40)
ucts.TFBP shall not be responsible for MT x MT.............. P/N 4089
sprinkler system design errors or inac- 2 in�n��Neo�
curate or incomplete information sup- �x c ................ PiN aoss
lied b Bu er or Bu er's re re- 2 i�°n��rvso�
p y y y p MT x G ............... P/N 4094
sentatives.
In no event shall TFBP be liable, in ULIFM Assemblies
contract, tort, strict liability or under W�thout Cover Tamper Switch
an other le al theor , for incidental, 1 Inch(DN25)
y g y FT x FT............... P/N 4047
indirect,special or consequential dam- �-�iz ir,cn��rvao�
ages, including but not limited to labor MT x FT .............. P/N 4057
charges, regardless of whether TFBP 1-1/2 Inch(DN40)
was informed about the possibility of 2 InMh(DN50) ����' P�N 4058
such damages, and in no event shall G x G ................ P/N 4059
TFBP's liability exceed an amount 2 Inch(DN50)
equal to the sales price. Mr X� ............... PiN aosa
The foregoing warranty is made in lieu
of any and all other warranties. ex- Replacement Parts:
press or implied. including warranties Specify: (description)for use with Fig-
of inerchantability and fitness for a par- ure 513D, 513D/R, 13D, or 13D/R
ticular puraose• Riser Manifold, P/N (Ref. Figure 1, 2
This limited warranty sets forth the ex- or 2, as applicable).
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
This warranty will apply to the full ex-
tent permitted by law.The invalidity, in
whole or part, of any portion of this
warranty will not affect the remainder.
Page 6 of 6 TFP960
TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale, Pennsylvania 19446
_ •
• . .
. . � • � - �
■ ■ ■
AII of the advarrtages found in oop�er as a mm�ttal have been capitali�d to the utrrost in the rr�nufadure of NI�Fttings.Because
of the aoaara�y of oonstruction arid clesign,oopper plurrbing is m�re effiaent arid less e�erisive.
NI�OOrr�nuFadures nine ger�-al types of fittings:Wrot R-essure;C�st R�essure;Wrot Drainage;C�st Drainage; Flar�ges; Flared
Tube;lYx-eaded�-or�; Insert Fttirx,�s for F�C;Barbed Insert Fittirx,�s fa-F�lybutylene. Each has its particular plaoe and use arid e�ach
offers its avn advaritages when used fa-the proper servioe requirerr�nt.
ALLCNAND FINISH—NI�Fttings are rrede from highest quality raw rr�terials available—C�st Fittings are rr�de from Q�pper
AI loy C84400 which oonsists of 81%Gopper,7%Lead,3%Ti n,arid 9%Znc per ASTM�eafic�tion�84.Wrot Gopper Fitti ngs are
rr�adefromoorrrr�raally pure oopper rrill produds perASllVI�ficatia�s B75Alloy C12200.
NI�OOfittings are produoed to rr�et requirerr�r�ts of applicable starxlardswhe�-eve�-pradicable.
Nl�brarid wrot ar�d cast fittings are rr�nuFadured in the U.S.A arid Me�doo.lY�e rr�nufaduring plarits at South C3ens Falls,M;
Stuarts DraFt,UA,Na�ogdod-�es,TXarid F�yriosa, Me�doo are registered to 1909002 quality standai-ds.
Fdlcr✓ving is suggested phrasing to be inoorpa-ated in yrx.ir speaficatia�s a-bills of material fa-
G�p�er Tube Fittirx,�s.
VVF�3f�JQNTRTTINGS—"Wrot Sdder Ja�t Fttings shall be produoed to one of the fdlaving specifications:
1. Material and waia�nship shall be in aoca'danoe with ASMHANSI B16.22;Wra.�t C':oE�per arid Cbpper Alloy Soldc'Jar�t
Ressure Fittings."
2. The dirr�nsia�al,rr�terial arid wala�nship shall dirr�nsions of Federal �eaficatia�s WW-F-4U6 or
rr�et the requirerr�rits of MSS SR104;Wrought AS�/lEStd. B16.24.
Q�ppe�-Solder Jar�Ressure Fittings.° �125—Material,waia�nship and
3. 1Y�e dirr�ia�al,material ar�d wala�nship of dirrer�sions of flarx,�es shall be in acca-dance with
5'-12"oo�-fittirx,�sshall rr�ettherequirerrerits MSSSR106.
of MSS SR109"Welded Fabric�ted Q�pper Solder
Ja�t Ressure Fttings." ���RTTINGS—
"C�st�or�Threaded Fittings shall be in aocordanc:e
4. CertifiedtoANSI/NSF61. withANSI/ASMEB16.15."
C4ST�ALLCN 9CLDB�JCINT RTIINGS— RIYBUTYLBVE�INSB�i'TYF��/ALV�S AND
"C�st Cb{�per Alloy Solcler Jar�Fittings shall be in RTTINGS—"Wrot Cq�-Inse�-t Fittings sh�l be
a000rdarioewithANSI Std.B16.18." rr�nuFacturedperthefdladvingspeafications:
VVf�3f DR�JNAC�RTIINGS—"Wrot Drainage MSS SR103 a'ASTM F1380.,,
Ftti ngs shal I be i n a000rdanoe with AS�/1FIANSI Std. NI�OOQ�pner Tube Fttings are al I produced to above
B16.29." Star�dards.To sirrplify,write ynur-spedfications to
CAST�ALLCT,�..DB�JaM DR�JNAC� re�ad:"Cop�er Tube Fittings to be in aoca-dar�oe with
RTTINCzS—"C�st C':or.�-Allc�rr Solde�-Jar�Drairrage �fications as outlined in NI�OOC�talog o-cf-0602."
Fttingssh�l beina000rdarioewithA�.S�/lEStd. VVF�T�M�IC'ALM�IC'ALGqSSY5T8Vl
B16.23.° 0:1�/1F�1BVf5—Wrot oopper'fittings that are to be
C�ST Q.�ff2ALLCN FLAF�TI�E RTfINGS—"C�st installed i n rredic�l gas appl ic�tiais shall be prepared
Q�ppei-Alloy Rared Tube Fittings shall be in a000r- in a000rdanoe with NF�199,H�Ith C�re Facilities C�as
darioe with PS�/1HANSI Std.B16.26. ��um Systerrs arid the Corr�-essed C�as
Association, Parrphlet C�}.1. P�dc�ging shall be
C4ST�AL.LCN F�ANC�SAND F�ANCC� adequately protedive arid indude labeling that
FITfINC� identifies the preper'er arid states that the product I�as
QASS 150—C�st C.�pper AI loy Ranges and been deaned ar�d bagged for o�en or rred gas
Ra�iged Fttirx�s shall mret the requirernents of ���
MSS SR106 arid/or the wor4a�r�r�ship and For technical irifa-rr�tion arid dirr�nsions refer to the
engineering sec#ion oor�tained in this catalog.
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ •
• . .
. . � • � - �
■
• •
RaredJoint-1Y�eprinapleoftheflaredjar�wasfirstdev�oped oonnections,a-toaddooppertubetoflangedpipeiristallationsa-
for oop�-t ube pl urrt�i ng i n 1928 by NI�OQ The fl ared type j a�t i s other purposes,NI�pr�i des f I anges.l�he fl anges are produoed i n
whd I y a rn�hani cal means of j a ni ng oop�-t ubes.The tube nut i s two standard types wi dd y used i n t hi s fi el d whei-e ooppei'tube can
pl aoed over the end aF the oop�er tube to be j a ned;the tube end then serve—Cl ass 150,oorrpl y wi th ASM E B16.24,"C�st C�opper AI I oy
isflaredaatatanappro�arr�te45degreeanglebyaflaringtod.l�he F1peRarx�esandRangedFttingsQass150,300,400,600,900, 1500
flared end is then drawn up by the tube nut so the inside surfaoe is and 2500"; and C1ass 125, which coriform to MSS SP 106, "Cast
tightly secured against the ball seat of the fitting.l�hisjar�can be Gopper Alloy Flarx,�es arxl Aanged Fittirx�s Qass 125, 150 arid 300."
readily dismaritled at any time and is, in effec#, a type of union
oonnedion. Its use is general ly restrided to soft(annealed)cop�er Barbed I nsert R tti ngs for Pol ybutyl ene(PB)—NI�OOoffers a
tubes sinoe hard drawn tubes would be subject to splitting when ��elineof oo�perbarbed irisert fittingsforjaning FBtube.lhe
flared(f the ends were not previously ann�led).The flared erids of insert fittings are produoed to the requirements of ASTM F 1380.
NIBOOFIared Fittings are produced to the requirements of ASME ��J With the ins�t fittings are copper a-irrp rings,which,when
B16.26, "Cast Copper Al l oy Fi tt i ngs for R ared Copper Tube." prq�rl Y i nstal l ed,provi de a l eak t i gM rr�ed�ani cal j oi r�t.Transi t i on
fittings are available for adapting to new or e�asting threaded or
Solder Joi nt — NIB00 pioneered the development of sdderjar�ends.
the sdderja r�arid its application to the field of oo�-tube pipi ng.
Today the sdder jar� is widely adopted, as evidenoed by the Barbed Insert Fttingsfor PDC—NI�OOoffersaoorrpletelineaf
rr�jority aF aties arid states that have written oocies to indude �p�"��irisert fittingsforjaning FDCtube.The ir�ert fittings
oq�per tube and sdder jarits as desirable for general plurrbing, are praluoed to the requiremerits of ASTM F1807.Along with the
water I i nes,vent,stadc,waste arid drai n I i nes,as wd I as ot her use.s i ns�-t f itti ngs are ooppe�-cri rrp ri ngs,whi ch,when prope�-I y i r�stal I ed,
inindustry.Testinghasslx�vnthatoftenthesdderjar�hasgr�ter p�"��aleaktightrrechanicaljar�.Transitionfittingsareavailable
strength than the tubes being janed, deperiding upai the sddering for adapting to new or e�asting threaded or solder jant ends.
alloy seleded. While the rrethod of preparing a sdcier jdr� is an
exacti ng art to insure a full strength ja r�,it c�n be r�di ly rrastered
by sldlled tradesrrpn. It is fa'this reason—to ir�sure the public of • ' • • '•• ' - •
the protedion afforded bY I��Y f�'�ed jar�ts—that NI� C Fen-ale sdder cup
produds are rr�rketed thra.igh the reputabl e souroes of suppl y to the
piping trades. Irrportar�t prooedures fa-preparing a sdderjar�are �g Malesdderend
graphically illustrated in this catalog on page 95. F Ferrale NPfthread
M Male NPf thread
Brazed J oi nt—Thi s type of j d�t has I ong been used where�-arid � ganda�-d hose thread
whenever a-itical situations have been erioour�tered in oo�per piping. �b Fer�le end fa-sal pipe
lY�ejar�t itself is oorrpleted m�ch in the sarr�rr�nner as the sdder
jant;however,considerablyrrareheat andseveral refinementsof �� Maleendfa-sal pipe
technique require separate prooedures that are desa�ibed further in N°Hub l�ed with rr�r�ical ocx.�ling
this catalog on pages 96-97. QD.Tube Adual tube artside diarreter
S Straight thread
Threaded Ends — To adapt oo�- tube to equiprrer�t having � Slipjar�
Natia�al Standard Rpe Taper(NPn threads or to add�tube to � R�.�
e�dstingironpipeir�stallationsorother'threadedoonnedions,NI�
prrn�ides fittirx�s having both extea-r�al arid iritemal NPf thr�ds.
lhese threaded ends are produoed to the requirerr�er�ts of ASME
B1.20.1,"Rpe�Threads,Ger�-al Rarpose(Inch).,,
Ranges — To adapt oopper tube to equipment having flanged
mNIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ •
• . .
. . � • � - �
Tube �itti oontinued
�
. .�- . - • � .
1. Sol deri ng Q earance(between the outside of the tube arid the
inside diarreter of the sdder cup)and the Depth of the Sol der
Q.i p(rito whi ch the tube i s i r�serted).
• . • •- • •-. . . • • •- • � �-� �i;�:a:v> - _a,
��s�
Norririal Ma�drrum Minirrlm Ma�drrum D�thof � �
9� I.D.of QD.of Clearanoe Solder Qip a c;�r,.
of Ftting Ftting Tube fa-Sddering � �:!�>20�.
(Irx;h�es) Inch (rrm) Inch (rrm) Inch (rrm) Inch (rrm) �
1/4 0.381 (9.66) 0.374 (9.50) 0.007 (0.18) 0.31 (7.9) � i 4��• ``_ " ' t* '-
+� �e�2!
3�8 0.506 (12.85) 0.499 (12.6� 0.007 (0.18) 0.38 (9.� ?
1/2 0.631 (16.03) 0.622 (15.85) 0.009 (0.18) 0.50 (12.� � a�:cri � �
5�8 0.756 (1920) 0.749 (19.02) 0.007 (0.18) 0.62 (15.� � "�`"� p'r�t�rsre.�w€��-�n�;��;
3�4 0.881 (7L38) 0.872 (7L20) 0.009 (0.18) 0.75 (19.1) ;uc, � s�t na��u«ar F;rn�i�ti
1 1.132 (28.75) 1.123 (28.54) 0.008 (0.216) 0.91 (23.1) �'''�'�'r
11/4 1.382 (35.10) 1.373 (34.88) 0.008 (0.216) 0.97 (24.6)
�° �
1 1/2 1.633 (41.48) 1.623 (41.22) 0.010 (0.25) 1.09 (27.� .�� a-0 ,� �� � F�
- _ -- �1
2 2.133 (54.18) 2.123 (53.92) 0.010 (0.25) 1.34 (34.0) ;s� uc� -. ::�� �25� �:[��
21/2 2.633 (66.88) 2.523 (66.62) 0.010 (0.25) 1.47 (37.3)
3 3.133 (79.58) 3.123 p9.32) 0.010 (0,25) 1.66 (42.2) a���B4R€.I�V�CH€��mm}
31/2 3.633 (92.28) 3.623 (92.02) 0.010 (025) 1.91 (48.5)
4 4.133 (104.98) 4.123 (104.72) 0.010 (025) 2.16 (54.9)
5 5.133 (130.38) 5.123 (130.12) 0.010 (0.25) 2.66 (67.6)
6 6.133 (15578) 6.123 (155.52) 0.010 (025) 3.09 (78.5) � • C + • "�'�' • �" •
lheNatior�Qr�uofStandardsF��ortBMS58,"StrengthofSoftSolderedJaritsin�� Itisapparentthatallofthescientificapparatususedtotesttube
r��,"repatingontestsmnducfedwith3/a-irxi�tubingardfitting,�°wr,�,tr,e �fittings,acoordingtothedirr�nsionsindicatedinChart1,would
d���sg��-tr,�,o.o�o�nd,�o.�n,,,�,thereisdfficultyinfillingthejdMprope�iy.° p�irr�xadical touseonthejob.It isthereforeessential thaty+ou
ir�stall tube arid fitti ngs rr�nufac:tured by oorrp�anies la�avn to be
2. Depth of Solder Penetration drasticallyaffectsthebr�ldng �icatedtothehighest qualityoa�trd staridards.Shouldynu
Ioadafthejar�.VUhenthereistoogr�tasdderingdearance, ����-aooriditionwherethereisdifficultyinfillingthejarit
there is no capi I laryflav to assure oorrplete solder penetration.
Asshaivninthed�artbelc�v,thehddingpc�verofthe3/a-inch �°�yNl�willanaly�thetroublewithaatdiarge.Justsend
six i r�ies of the tube,ala�g with the fitting arid our techniaaris wil I
jarrtisdirectlypropa-tia�altothedepthofsdderpenetration. �-���Withanauthaitativerepa-t.
For exarrple:If you g�onlya�third penetration,you get
appro�a mately on�thi rd the strength r�eecled to assure oarpl ete
satisfactiai.
Chart 2-Type K 3/a"Tubi ng
� I
,
��".� "� �
;,.� .:
'� . =l
�� �� I:.
I
Solderper�ratia�ofone-third Solde-penetrationoftheerrtire
theapdepth-br�ldngload, cupde�h-br�dngloed
appro�drrate�y2,1001b.(955kg) appro�drrate�y7,0001b.(3175kg)
U.S askorrnry ur�its in this doam�nt are the standard;the rre�ric�eiits are pro�ided fa-
referer�a�ly.lhe val ues stated i n each system are not e�act ec�iv�ents
NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
�� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
:'� •� � •
Cppper Water For Estirrating FUrposes
Tube 9� �-aang"Fller I�quired Tq-�Tp Anetyiene Cbrisurrption Ocy�en Ressure(Approx) Aaetyiene Ressure(Approx)
pn ind,�� ir�d,� ��,,»� a;u s�No. c� (CM.H) � (�) � (�)
1/4 0.258 (6.4) 54 15.9 (0.5) 4 (2� 4 (2�
3/8 0.38a (9.� 54 15.9 (0.5) 4 (2� 4 (2�
1/2 0.50 (12.� 51 24.8 (0.� 5 (34) 5 (34)
5�8 0.62 (15.7) 51 24.8 (0.7) 5 (34) 5 (34)
3�4 1.00 (25.0) 51 24.8 (0.� 5 (34) 5 (34)
1 1.60 (41.0) 48 31.6 (0.9) 6 (41) 6 (41)
_ _
11/4 2.00 (51.0) 48 31.6 (0.9) 6 (41) 6 (41)
11/2 2.60 (66.0) 44 38.7 (1.1) 7 (48) 7 (48)
2 4.40 (112.0) 40 60.0 (1.7) 7 (48) 7 (48)
21/2 5.90 (150.0) 40 60.0 (1.� 7 (48) 7 (48)
s �.so �200.0> a� �o.o �2.0> �i� ��2> riz ���
31/2 �o.�o �20�.0� a� �o.o �2.0� �iz ��2> �iz ��2�
4 13.50 (343.0) 30 88.5 (2.5) 9 (62) 9 (62)
5 20.50 (521.0) 30 88.5 (2.5) 9 (62) 9 (51)
6 28.50 (724.0) 30 88.5 (2.5) 9 (62) 9 (51)
"Appro�a mate mns�irrption wY�n braa ng aie cup of the fitti ng.Atlual oor�surrption depei�ds on woilm�rsYii p.
For fi Iler si�s sho�n,one pa irxJ of fi Iler all ay prwides 1,068 i ndies(27.13 rrm)of'/i�-i rxh wi re ar 475 i ndies(12065 rrm)of 3/sz-inch wi re.
a'/,s-i rxh(1.59 rrm)ckarreter wi re;al I other is 3/,ri ndi(2.38 rrm)di arr�ter.
• �Y � � � 11 �7 �
Nom��Jarrt �older F�quired,LB(k9)
(In Incties) C-erieral lke Drainage Use
1/4 0.097 -
3�8 0.159 -
1/2 0261 -
5�8 0.389 -
3�4 0.548 -
1 0.856 -
1 1/4 1.115 12 (0.5)
11/2 1.480 1.4 (0.6)
2 2.380 1.5 (0.7)
21/2 3225 -
3 4.335 2.8 (1.3)
31/2 5.786 -
4 7.446 42 (1.9)
5 11.392 -
6 15.815 -
8 26.955 -
Solder requi rerr�nts in this table are�on estirrate of wagh[of sd der used to pre�are
100 s�lderjd rrts d s�s shavn.
Two(2)ounces(0.06 kg)of sdcler fl wc wil I be rec�i red fa�ch paexl(0.45 kg)of solder.
U.S.a�stm�ry�a�its i n this doarr��t are the st�dard;the rr�tri c uuiits are prwided fa-
referer�or1y.lYie val ues stated i n�h system are not e�ad ec�uvalerrts.
NI60JINCWCRDFFADQWRIHb• 1516MID�L�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 �
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455 �
vwvw.niboo.mm
_ •
• . .
. . � • � - ,.
Tube �itti oontinued
�
-� :. � .-� -�� -0. . .
�� •�":' � �' � � • �:' A :� -
Ma�d rrum C3��ge Waid ng FFessure for Staridard Water Tube 9�s[Note(1)]
Saturated Stearn
WaldngTerrpe-ature �/8�thaagh1" 1'/a'through2" 2'/z"thraagh4" 5'thraigh8" 10"to12" LB(kg)
JaningMateri�l °F °C P51 B4F2 F.� BqR P51 B4R P51 B4R P51 B4R All9�s
al�� 100 38 200 (14) 175 (12) 150 (10) 135 (9) 100 (6)
��T����. 150 66 150 (10) 125 (9) 100 Q) 90 (6) 70 (5) 15
[Notes(2),(3)] 200 _ 93 100 (n 90 (6) 75 (5) 70 (5) 50 (3)
250 121 85 6 75 5 50 3 45 3 40 3
AI loy Sb5 100 38 1090�9� (75) g5p je� (59) 705�s� (49) 660� (46) 340 (23)
�r5TirrAritimonysdder _ 150 66 5T5�'°� (43) 485�°� �34) 405�°� (28) 375�'°� (26) 280 (19) 15
��e�4�� 200 � ��„� ��� � a��,o� �2� �„�� ��2� �� ���� �2i� 2so ��sj
250 121 270 19 210 15 175 12 165 11 120 8
Alloy E
�oo �a ��a,o, ��� �,y,a� ��� �,o� ��� �,o, (�) � (22)
150 66 475�„� (33) 370�,°� (26) 305�,°� (21) 285�"� (20) 215 (15)
15
200 93 375 (26) 290 (20) 240"' (1� 715�"� (16) 170 (12)
250 121 320 (71) 2.50 (1� 205 (14) 195 (13) 145 (9)
aioy� �oo �$ �o��� p�� 8��8� ��� s�o�8� �as� �� �a3� sao ���
��e�6�� ��o ss ��a,o, ��� ��,a� ��� �,o� (�) �"� (�) � (�) �5
200 93 440"' (30) 345�"' (24) 285�„� (20) 265�"� (18) 200 (14)
250 121 430"� (30) 335�"� (23) 275�"� (19) 26(K"> (18) 195 (13)
Jdning rraterialsat or
al�ove 593°C FYessur�tai�erat�e ratirx�s�stent with the rraterials and prooeciures errployed.
[�e(�1
c�e�n�orE
Fa�extrerr�y I an�waid ng taYper�tures i n the 0°Fto Z00°Frange,it is reo�rrrrerided that ajd M rrateri�rr�ti ng at or above 1000°Fbe eirplq�ed[see Note(5)].
NdTES
(1) Starid�-d water tube si�s pa'ASiT�q B 88
(2) AS1M B 32 Al loy Q-ade 9�50
(3) lYie S�fe CYi nid ng Water Att Arr�cpren[of 1986 p-ohibits the use of any sd der ha�n ng a lead ooriterrt
i n exoess of 02%i n potable water systerrs.
(4) PSTM B 32 Al lay O�ade 5�5
(5) ASTM B 32 Al lq�C3�ade E
(6) ASTM B 32 Al lcry C3-ade FB
(7) 11�esejaningrreterialsaredefinedasbraaYg�/oysFytheArr�ricanV�/elc6ngSodety.
(8) Thesdderjdntex�thestrerx,7thofTypesKL&Mtubeind�vnaridann�ledterrpers.
(9) Therolderjdntexc�clsthestrengthofTypesL&Mtubeindrawnterrpa'aridTypeKt�einann�ledte7per
(10) lYie sd der jd rit exce�ds the strength of Type M tube i n dra�vn terrpa-and Typ�;L&K i n�x�led terrper.
(11) lYiesolderjdritexceedsthestrengthofTypeLtubeinannealalterrper.
" :/ ` •'/ "�.`� '�. • • '� :� � •'/ "'�. '•C► •
'� ' ":� � A ' � •�"" ' '• ' � •�.... :�"'� !1
Norri nal 9�Ja r� Norri nal 9�Jd r�
(In Indies) Terrperature,°F(°C)° Ressure,P51(@�^ (In Ind�es) Te��erature,°F(°Gj Ressure,P51(�
3/8,1/2,�4,1, �8,1/2,�4,1 73 (23) 200 (14)
1 1/4,1 1/2,2 100 (38) 175 (12) 140 (60) 160 (11)
"PSMEB1626 180 (82) 100 (�
200 (93) 80 (5)
U.S a�storrnry�its in tYrs doaur�nt are the starx�ard;the rr�4ric uivts a�e pro�ideci fa-
r�erence only.lhe values stated in each systemare not exad eq�ivalerrts.
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
��
1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
�� :� :� � �-� -� � �-��..�. . ;,.
Water Terrperature f-�ir�qe
Norrinal Water
Tube 9� -20°to100°F 150°F 200°F 250°F 300°F 350°F 400°F
pn ir�d-�� �-�°to�s°� (�°� (�°� (��°� (��°� (��°� (�°�
1/4 912 (62) 775 (53) 729 (50) 729 (50) 714 (49) 608 (42) 456 (31)
3�8 779 (54) 652 (46) 623 (43) 623 (43) 610 (42) 519 (36) 389 (2�
1/2 722 (50) 613 (42) 5T7 (40) 5Tl (40) 565 (39) 481 (33) 361 (25)
5�8 631 (43) 537 (3� 505 (35) 505 (35) 495 (34) 421 (29) 316 (21)
3�4 582 (40) 495 (34) 466 (32) 466 (32) 456 (31) 388 (2� 291 (20)
� a� ��� a2o �29� � �2�� � �2� �a� �2s� a�o �2s� 2a� ���
—..
11/4 439 (30) 373 (26) 351 (24) 351 (24) 344 (23) 293 (20) 219 (15)
11/2 408 (28) 347 (24) 327 (23) 327 (23) 320 (22) 272 (19) 204 (14)
2 364 (25) 309 (21) 291 (20) 291 (20) 285 (20) 242 (1� 182 (13)
21/2 336 (23) 285 (20) 269 (19) 269 (19) 2G3 (18) 224 (15) 168 (12)
3 317 (22) 270 (19) 254 (1� 254 (1� 248 (1� 211 (15) 159 (11)
31/2 304 (21) 258 (18) 243 (1� 243 (1� 238 (16) 202 (14) 152 (10)
4 293 (20) 249 (1� 235 (16) 235 (16) 230 (16) 196 (13) 147 (10)
5 269 (19) 229 (16) 215 (15) 215 (15) 211 (15) 179 (12) 135 (9)
6 251 (1� 213 (15) 201 (14) 201 (14) 196 (14) 167 (12) 125 (8)
8 270 (19) 230 (16) 216 (15) 216 (15) 212 (15) 180 (12) 135 (9)
'lhe fitti ng pressure rati ng appl ies to the largest operti ng of the fitti ng.
'� .� � •'1 '.ti �.1 •
' •�"" ' • ' � QC� ' � ' � Q'� !1
Ress�are(P51)
NorrinalS�Jdrrt Terrperature
(Inlixhe5) °F(°Gj^ dass125Ae Qass150g Qass150"�
1/2,3�4,1,1 1/4, 0-150 (0-66) 105 (n 210 (14) 715 (15)
1 1/2, 2,21/2, 175 (19) 100 (� 205 (14) 220 (15)
. __
3,4,5,6,8 200 (93) 95 (� 195 (13) 210 (15)
(also 10"for 225 (10� 90 (6) 190 (13) 205 (14)
Class125) 250 (121) 90 (6) 180 (12) 195 (13)
275 (135) 85 (6) 175 (12) 190 (13)
300 (149) 85 (6) 170 (12) 180 (12)
350 (17� 75 (5) 150 (10) 165 (11)
406 (208) 70 (5) 140 (9) 150 (10)
"MSS SR106
aASTnA EG&3,U�SC83800and I.NSCB4400
�A.STf�A EbL,1�1.SC83600andASTM�84,I�JS�3600
U.S a storrary urits i n this doaxrent are the starxlard;the rretri c i nits a-e p-wided fa
referenoe or1y.The v�d ues stated i n each system are not ea�ad equiv�errts
NI60JINCWCRDFFADQWRIHb• 1516MID�L�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 m
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455 �
vwvw.niboo.mm
_ •
• . .
. . � • � - �
Wa�ter Tube oontinued
. � . � .• • ..--�- • �- :
TYFE"IC' Ft�rdCXawn: 24ft.(6.1m)StraightLengths
SoftAnn�led: 2(}ft.(6.1m)Straic�[Lengths,or4aft.(12.�n)and
6aft.(18.3m)Length Cbils(to arxl i nd uding si�1 1/2)
l�age: Fa-urxlergra nd servi�and 9e��eral purpose pl urrt�i ng a�d
h�ting iristal latiais urxier se�'e oax6tiais.
Tderan�s F�rd CYawn Soft Anr�ed
(Ft�-d C1-aNm Q1Y)
Qrtside TubingCD Norririal Wall Weight 8ursting �afeWaidng �rsting S�feWaidng
Norrirr� Diarr�,#er lhida�ess F�rFoot Ressure^ Resa.e-eB FYess�are" Ressure�
WaterTube Min. Max
5�(In lix�ies) Inch (rrm) Inch (rrm) Ir�h (rrm) Inch (rrm) Lb (kg) pa (bars) I� (bars) psi (b�s) psi (bers)
1/4 0.375 (9.53) 0.373 (9.4� 0.376 (9.5� 0.035 (0.89) 0.145 (0.0� f�l/A f�UA 1612 (111) l�UA f�l/A 913 (63)
3�8 0.500 (1270) 0.497 (125L) 0.501 (1273) 0.049 (1.24) 0.269 (0.12) f�UA f�UA 1675 (115) f�UA WA 960 (66)
1/2 0.5L5 (15.88) 0.572 (15.80) 0.516 (15.90) 0.0'199 (124) 0.344 (0.16) 9840 (678) 1337 (92) 4a� (313) 758 (52)
5�8 0.750 (19.05) 0.747 (18.9� 0.751 (19.08) 0.049 (1.24) 0.418 (0.19) f�UA f�UA 1104 (7G) f�UA �UA 626 (43)
3�4 0.875 (2223) 0.872 (2215) 0.876 (2225) 0.065 (1.65) 0.641 (0.29) 9300 (641) 1278 (88) 4200 (290) 724 (50)
1 1.125 (28.58) 1.122 (28.50) 1.127 (28.Gi) 0.065 (1.65) 0.8� (0.38) 7200 (496) 982 (68) 3415 (235) 567 (38)
11/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.9R) 0.065 (1.65) 1.Oa0 (0.4� 55'�a (381) 797 (56) 2&JO (193) 452 (31)
11/2 1.525 (41.28) 1.521 (41.1� 1.527 (41.33) 0.072 (1.83) 1.3G0 (0.52) 5000 (345) 742 (51) 2600 (179) 420 (29)
2 2125 (53.98) 2121 (53.8� 2127 (54.03) 0.083 (211) 2060 (0.93) �715 (270) 652 (45) 2�i5 (154) 370 (26)
21/2 2625 (66.68) 2621 (E6.5� 2627 (66.73) O.Q95 (241) 2xi0 (1.33) 3575 (246) 567 (41) (�UA I�UA 338 (23)
3 3.125 (79.38) 3.121 (79.2� 3.127 (19.43) 0.109 (27� 4.000 (1.81) 3450 (238) 578 (40) I�UA f�l/A 328 (23)
31/2 3.5L5 (�.OS) 3.521 (91.9� 3.627 (�.13) 0.120 (3.05) 5.120 (232) f�UA f�UA 549 (38) f�UA f�UA 311 (21)
4 4.125 (104.78) 4.121 (104.6`� 4.127 (104.83) 0.134 (3.40) 6.510 (295) 3415 (235) 540 (3� !�1/A f�l/A 306 (21)
5 5.125 (130.18) 5.121 (130.0� 5.127 (130.23) 0.160 (4.06) 9.670 (4.39) 35�5 (24� 517 (36) (�UA I�UA 29Ci (20)
6 6.125 (155.58) 6.121 (155.4� 6.127 (155.63) 0.192 (4.88) 13.900 (6.30) 34�5 (236) 510 (36) I�1/A I�1/A 295 (20)
8 8.125 (206.38) 8.119 (206.71) 8.127 (206.43) 0271 (6.88) 25.900 (11.7� 3635 (251) 553 (38) f�l/A I�UA 314 (71)
10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.338 (8.59) 40.300 (18.28) f�UA f�UA 553 (38) �UA f�l/A 314 (71)
12 12125 (307.98) 12119 (3W.ffi) 12127 (308.03) 0.405 (10.29) 57.800 (26.71) f�UA f�UA 556 (38) t�UA f�l/A 314 (22)
Note:Irrfomation and data oartained i n these charts,�taken from ASTM S�edf cations B 88.
F�ted i rrterr�al press�re for m�er water tube L�sed on the strength of the tube alone arxJ
appl icable to s�rstterrs usi ng suitable rredx�nical ja rrts.
"&-ued on aclual laboratorytest data pradided by Q�pper�oprrerrt Assodation,Inc.
a&��pon 150°F(G5.6°G)with an al lavable stress of 9500 psi(6681�a).
�Based�pon 150°F(65.6°�with an allavable stress of 5100 psi(3591�a).
U.S askorrnry ur�its in this doam�nt are the standard;the rre�ric�¢iits are pro�ided fa-
referer�a�ly.lhe val ues stated i n each system are not e�act ec�iv�ents
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
� � • • �� � •�..�. , �. .
lYF�"L" Fi�rd Drauvn: 24ft.(6.1m)Straight Lengths
�oft Anr�ealed: 24ft.(6.1m)Straight Lengths,a-44ft.(12.�n)and
64ft.(18.3m)Length Ca Is(to and ind uding si�1 1/2)
lJsac�e: Forgeneralpurposeplurrbingandh�tingooriditioris.
Tderanoes f fard Drawn Soft Anne�aled
(F�rd C1-auvn Chly)
Clrtside TubingCD Norrinal W�I Waght �sting SafeWaidng C�arsting S;BeWaldng
Norrinal Ll�reter lYiidv�ess F�r Foot Ressu-e" Ressuree Ressure" Resaare°
WaterTube Min. Max
��pn�r,d,es> �nd, (r,,,,) �nd, (rrr„) �r,a, (rrrr,) �na, (rrm) lb (kcJ) r� (�) I� (�) P� (�) pq (�)
1/4 0.375 (9.53) 0.373 (9.4� 0.376 (9.55) 0.03J (0.76) 0.126 (0.06) N/A f�YA 1367 (91) f�YA f�l/A 775 (53)
3�8 0.500 (1270) 0.497 (1262) 0.501 (1273) 0.035 (0.89) 0.198 (0.09) f�UA f�!/A 1168 (81) f�YA f�YA 662 (46)
1/2 0.625 (15.88) 0.622 (15.80) 0.516 (15.90) 0.010 (1.�) 0285 (0.13) 7765 (535) 1082 Q� 3885 (268) 613 (42)
a�8 0.750 (19.0� 0.747 (18.9� 0.751 (19.08) 0.042 (1.0� 0.362 (0.16) f�YA f�l/A 947 (65) f�UA f�YA 537 (3�
3�4 0.875 (2223) 0.872 (221� 0.876 (2225) 0.045 (1.14) 0.455 (021) 5900 (40� 873 (60) 2�35 (2�) 495 (34)
1 1.125 (28.58) 1.171 (28.50) 1.127 (28.63) 0.050 (12� 0.655 (0.30) 5115 (353) 741 (51) 2�0 (183) 420 (29)
11/4 1.375 (34.93) 1.372 (34.8� 1.3T/ (34.98) 0.056 (1.40) 0.884 (0.40) 4560 (314) 6u8 (4� 2400 (16� 373 (26)
11/2 1.5L5 (41.28) 1.52'I (41.1� 1.627 (41.33) 0.060 (1.52) 1.140 (0.52) 4100 (2�i) 613 (42) 2200 (152) 347 (24)
2 2125 (53.98) 2121 (53.8� 2127 (54.03) 0.070 (1.78) 1.750 (0.79) 336� (232) 545 (38) 1910 (13�) 309 (21)
21/2 2625 (66.68) 2521 (66.5� 2517 (66.73) 0.080 (203) 24&0 (1.12) 3215 (712) 504 (35) f�YA f�YA 285 (20)
3 3.125 (19.38) 3.121 (192� 3.127 (19.43) 0.090 (229) 3.330 (1.51) � (198) 476 (33) f�UA f�UA 270 (19)
31/2 3.515 (9208) 3.5L1 (91.9� 3.627 (9213) 0.100 (25�) 4.290 (1.95) f�UA f�llA 455 (31) f�UA f�UA 258 (18)
4 4.125 (10'4.78) 4.121 (104.6� 4.127 (104.83) 0.110 (279) 5.3&D (2.44) 2565 (198) 440 (30) f�UA f�UA 249 (1�
5 5.125 (130.18) 5.121 (130.0� 5.127 (13023) 0.125 (3.18) 7.610 (3.45) 2985 (206) 4�l (28) f�YA f�YA 7�9 (16)
6 6.125 (155.58) 6.121 (155.4� 6.127 (155.63) 0.140 (3.56) 10.200 (4.63) 2690 (185) 376 (26) f�UA f�UA 213 (1�
8 8.125 (206.38) 8.119 (206.71) 8.127 (206.43) 0.200 (5.08) 19.290 (8.75) 2650 (183) 406 (28) f�UA f�YA 230 (16)
10 10.125 (257.18) 10.119 (25/.02) 10.127 (25/23) 0.250 (6.35) 30.100 (13.6� N/A N/A 407 (28) f�UA f�l/A 231 (16)
12 12.125 (307.98) 12119 (307.82) 12127 (308.03) 0.2�J (1.11) 40.400 (18.33) f�YA f�UA 380 (26) f�YA f�YA 215 (15)
Note:Ir�farration and data mntai ned i n these d�ats,as taken fran F1STf�4�edficati ons B S8.
F�ted i Me�r�al p-essure fa m�er water tube based on the strength of the tube alone and
appl i cable to systerrs usi ng s utabl e rredianical jdms.
"&�sed on actual I aboratory test data provided by Cbp�Dwel oprr�nt Association,Inc.
a&�seci upon 150°F(65.6°G)with an al lan�abl e s[ress of 9500 psi(6681�a).
°B3sed upon 150°F(65.6°�with an�IaNabl e stress of 5100 psi(3591�a).
U.S.a�stm�uy�a�its i n this doarr��t are the st�dard;the rr�tri c uvts are prwided fa-
referer�or1y.lYie val ues stated i n�h system are not e�ad ec�uvalerrts.
NI60JINCWCRDFFADQWRIHb• 1516MID�L�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 m
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455
vwvw.niboo.mm
_ •
• . .
. . � • � - �
Wa�ter Tube oontinued
. � . � .• • ..--�- • �- :
TYFE"M° Ft�rdCXawnQily. 24ft.(6.1m)StraightLengths
�� �"9�"�C��p�urrbi ng,heati ng arid
drainage ir�stallatiais.
Tderan�s F-�u-d CXawn
(Ft�-d C1-aNm Q1Y)
Qrtside TubingCD Norrinal Wall We�ght �rsting SafeWaidng
Norrirr� Diarr�,#er lYiidviess F2�-Foot Ressure" Ress�areB
WaterTube Min. Max
5�(In lix�ies) Inch (rrm) Inch (rrm) Ir�h (rrm) Irx:h (rrm) Lb (k9) psi (bars) psi (bars)
1/4 0.375 (9.53) 0.373 (9.4� 0.376 (9.5� f�YA f�YA f�YA f�UA f�UA f�YA f�UA f�YA
3�8 0.500 (1270) 0.497 (125L) 0.501 (1273) 0.025 (0.64) 0.145 (0.0� t�UA f�YA 855 (�)
1/2 0.5L5 (15.88) 0.572 (15.80) 0.516 (15.90) 0.028 (0.71) 0.204 (0.09) 6135 (423) 741 (51)
5�8 0.750 (19.05) 0.747 (18.9� 0.751 (19.08) f�YA f�YA f�YA f�UA t�UA f�YA f�YA f�YA
3�4 0.875 (7L23) 0.872 (2215) 0.876 (2225) 0.03� (0.81) 0.328 (0.1� 4717 (325) 611 (42)
1 1.125 (28.58) 1.122 (28.50) 1.127 (28.Gi) 0.035 (0.89) 0.465 (021) 3�65 (266) `�OE'i (3�
11/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.9R) 0.042 (1.0� 0.6&2 (0.31) 3875 (26� 507 (3�
11/2 1.525 (41.28) 1.521 (41.1� 1.527 (41.33) 0.049 (1.24) 0.9�0 (0.43) 3560 (245) 497 (34)
2 2125 (53.98) 2121 (53.8� 2127 (54.03) 0.058 (1.4� 1.460 (0.66) 2935 (202) 448 (31)
21/2 2625 (66.68) 2621 (E6.5� 25Z7 (66.73) 0.065 (1.65) 2030 (0.92) 2800 (193) 411 (28)
3 3.125 (79.38) 3.121 (79.2� 3.127 (19.43) 0.072 (1.83) 2680 (1.71) 2665 (184) 380 (26)
31/2 3.5L5 (�.OS) 3.521 (91.9� 3.627 (�.13) 0.083 (211) 3.580 (1.62) t�l/A f�YA 378 (26)
4 4.125 (104.78) 4.121 (104.6`� 4.127 (104.83) 0.095 (241) 4.660 (211) 7115 (153) 377 (26)
5 5.125 (130.18) 5.121 (130.0� 5.127 (130.23) 0.109 (27� 6.660 (3.02) 2490 (172) 349 (24)
6 6.125 (155.58) 6.121 (155.4� 6.127 (155.63) 0.171 (3.10) 8.920 (4.05) 2000 (138) 328 (23)
8 8.125 (206.38) 8.119 (206.71) 8.127 (206.43) 0.170 (4.32) 16.500 (1.48) 2285 (158) 344 (24)
10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.212 (5.38) 25.600 (11.61) �UA f�YA 344 (24)
12 12125 (307.98) 12119 (3W.ffi) 12127 (308.03) 025� (6.45) 3G.700 (16.65) f�UA f�l/A 345 (24)
Note:Irrfomation and data oartained i n these charts,�taken from ASTM S�edf cations B 88.
F�ted i rrterr�al press�re for m�er water tube L�sed on the strength of the tube alone arxJ
appl icable to s�rstterrs usi ng suitable rredx�nical ja rrts.
"&-ued on aclual laboratorytest data pradided by Q�pper�oprrerrt Assodation,Inc.
a�Sed�pai 150°F(65.6°G)with an al lavable stre�of 9500 psi(6681�a).
U.S a�storrnry�its in tYrs doaur�nt are the starx�ard;the rr�4ric units a�e pro�ideci fa-
r�erence only.lhe values stated in each systemare not exad eq�ivalerrts.
m NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ •
• . .
. . � • � - �
Wa�ter Tube oontinued
lkider non�l oonditions,the physical properties of oopper tubes,when produoed by res�Orisible rr�nufac�urers are perFectly adapted
fa-the oonveyanoe of hat arid odd water,st�rri,a I,gas,arid air.Gop�-tubes will starid up urxler ordi naryooriditions,but the user is
speafically cautioned against laying underground tube in anderfill,espeaally if the ground is apt to be wet. Due to the sulphur
oorrpounds i n the a riders,a coridit i on of thi s 4d nd rr�ay oorrode the outsi de of the tubes.7hi s rr�y be overoorre eit he�-by wrappi ng the
tube with canvas and asphaltum a-by surrounding the tube with a bed of dean sarid rrixed with lirre,a-with limestone or broken
plaster.VVheri conditions are doubtful,it is advisable to consult the C;opper Developrnent�ssoaation,a'the tube manuFadurer.
Ann�l ed oo�per tubes are general ly reoorrrr�nded for urxlerground use.'/2'anneal ed oop��er tubes have been fro�n as rr�ny as six
ti rres before firially bursti ng,eight tirres for 1"si�,ar�d eleven times for 2"si�.F{�r-d drawn ooppei-tubes,ha�veva-,burst during the
f i rst freea ng the sarre as i ron pi pe.(C�r�d�ed from Gopper Tube F-�ridbook.)
•• -.-� �. � `�..�. . �. , � .� . .
BTIk to F�ise 100°F738°C
f�lorrir�al „A, «g, „�, „�, �,E, <<� <<G, �,H, „�„
Water NewRpe Irside Qrtside Waght �blurre Water Rpe H�tLass Fav
Tube9� Qameter Llameter
pni�� ir,d, �rrrr,� ir,d, �rrrr,� u� �� C3�1/10ft. L/3.O5m aru � a1u � gru � ct�n u�
3�8 Cbper .43� (10.92) 0.500 (1270) 0.198 (0.090) 0.0754 (0285�) fi2� (E6.4) 18.61 (19.6) No�a No�a 1.873 (I.C�)
Irm 4�(3 (1252) 0.675 (17.1� 0.567 (0.257) O.CA92 (0.3755) 82E6 (87.2) �37 (65.8) NoC�da NoCi�a 2464 (9.3Z6)
1/2 �per .545 (13.84) 0.625 (15.88) 0.285 (0.129) 0.1212 (0.458� 10120 (106.8) 26.70 (282) 0.34 (0.36) 3.565 (13.4&4)
Irm F22 (15.�) 0.8A0 (21.3�}) 0.8�0 (0.386) 0.1578 (0.�73) 131.60 (138.8) 93.50 (98.6) 5.94 (62� 4.585 (17.354)
3�4 (bper .785 (19.94) 0.875 (2223) 0.455 (020� 02514 (0.�15) 2�.60 (221.1) 4267 (45.0) 0.41 (0.44) 9.569 (?6.332)
Ircn 824 (�O.x3) 1.050 (26.6� 1.130 (0.513) 02770 (1.0484) 230.10 (2428) 124.37 (131.1) 7.16 (1.55) 9.720 (?6.790)
1 �' 1.�t5 (�6.04) 1.125 (28.58) O.fi55 (0297) 0.4287 (1.fi7'c6) 357.3� (377.0) 61.38 (64.8) 0.50 (0.53) 19.80 (14.94)
Iron 1.Q19 (2G.64) 1.315 (33.40) 1.678 (0.762) 0.4490 (1.�5) 374.3� (a"'�k1.9) 1&4.58 (194.� 8.�'1 (9.09) 18.53 (10.14)
11/4 Q�er 12C�5 (3213) 1.375 (34.xi) 0.884 (0.401) 0.�29 (2.4712) 544.3� (574.3) 8291 (87.� 0.62 (0.6� 35.05 (13266)
Irm 1.39� (35.0� 1.66� (4216) 2270 (1.031) 0.7770 (29a09) 617.70 (6�34) 249.70 (ti3.4) 10.65 (1124) 3856 (145.9�
11/2 (bper 1.� (3823) 1.fi25 (4128) 1.140 (0.518) 0.�41 (3.497n 770.40 (8128) 107.16 (113.1) 0.� (0.73) 56.16 (2125�
Irm 1.610 (40.89) 1.900 (4826) 2T20 (123� 1.05� (4.OQ95) 881.60 (930.1) 2�.10 (314.5) 11.97 (1263) 5820 (2Z029)
2 mper 1.�5 (SOA2) 2125 (53.98) 1.7�0 (0.7�'.�i 1.6C� (6.�63) 1340.00 (1413.8) 164.50 (1T3.6) 0.84 (0.89) 119.10 (450.79)
Irm 2067 (5250) 2375 (60.33) 3.6E0 (1.65� 1.7430 (6.�73) 1453.00 (1533.0) 401.50 (423.6) 14.61 (15.41) 113.V0 (429.60)
21/2 (bper 2466 (6261) 2625 (E6.68) 24E0 (1.126) 24790 (9.3�0) 20G6.00 (2179.� 233.00 (245.8) 1.01 (1.0� 214.30 (811.13)
Irm 2465 (fi271) 2875 (73.03) 5.790 (2fi29) 24870 (9.4133) 2(773.00 (2187.1) 636.90 (6720) 17.42 (18.38) 1�.�0 (�0.76)
3 �per 29a5 (14.�) 3.125 (19.38) 33?0 (1.512) 3.5390 (13.�51) 29a5.00 (3107.1) 31320 (3?0.4) 1.13 (1.19) 347.40 (1314.91)
Irm 3.068 (17.x3) 3.5 (88.90) 7.58 (3.441) 3.8400 (14.5344) 3�0'I.00 (33772) 83270 (878.5) 20.63 (21.7� 3Z6.00 (1233.91)
4 (bper 3.905 (99.19) 4.125 (104.78) 5.3E0 (2443) 6.7120 (23.5503) 5186.00 (5471.5) �05.72 (533.6) 1.50 (1.58) 747.10 (28T/.7�
Irm 4.OZ6 (102Z6) 4.5 (114.3�) 10.79 (4.893) 6.6130 (25.03�) 5513.00 (5816.5) 1186.90 (12522) Z6.00 (27.43) 673.8D (2550.33)
0�1�v1N A 1he oop�-tube is Type L 3arxla-d,rre�ing the requirerrerits of ASTM 0.1UvIN Ft lhisodumsho✓vstheh�t errissionfrom10feet(3.05rrt-�res)of theg�n
�eafication B 88.lhe iron pipe is sta�idard waght,sched�le 40,bare pipe,eacoept as tube and pipe plaoetl haimritally.lYie cdum in terrrs of 6T1�lost per hour(Idlojales
to Ct�lurm I wF�-e nEw galvani�d pipe is referred to. lost pa-hour)fa-e�ch deg-ee of cifference in terrpe-atu-e between the pipe arid the
C0.1L�v1N�FraniYarxafadurers speafirations.9ight vaiationscanbenoted between �T��ing ar.lYie figures for iron are taken from e�erirr�ntal data d�taried at the
speaficatiaisofcifferentin�rx6acfurers,buttf�esefigia�esarere{�res�tati�2. Me�lonlrstitute.Fgu-esfa-oq�erha�beendaalatedwithreferencetothosefairon
on the basis of the 4aio�vn ratio of h�t errisson between the two rrateri�s.
CrLUV1N C From i�factia�ers'spedficationswith the sare�deratioris as noted
fa��� oCLUV1N I:lYiis odurrn sho�vs the ixmi�er of g�lons Qitres)of water which will flav
through 100 fe�(30.48 rr�res)of the g�n tube arid ppe with a pres�re I�s of 10
Q1Uv1N Q Frnmrr�rxafadu�ers'spedficatiais. ��p�-��-e irid�(70 lalope�cals). Rav is besed on diareters in Cblurrn B
Q11�v1N E QbicoarteMsof 101in�rf�/3.051in�-rr�resoftibeaxJhavsbeen aomrcing to Rofessa-C�v9oris familae fa-NBN galvani�d iron pipe and NBN
c�culatedfromdirretersg�ninCblumB,krythefamdafatheo�ntentsofacyiirider. cx��pertube.Duetotheoarosionofironanditste�xierx,ytoaaunilate�edirr�ntsarid
CrLUV1N F.lYiis od�m Yras been calaAated from Cblurrn Eand shavs the ixxri�er of ��fa-ag�rratter,Rof.�son saggests that 15%be dEducted from the figures fa-
6TiJs(ldlojales)requredto h�t thewater conterrt onlyof 10fe�(3.05 rr�res)of the iron pipe in ader to arri�at a re�ax�ble perforrrt��oe e�edanc,y for s�adi pipe in
gi�2n tube and pipe 100°F(38°G} It req�ires 833.6 6T1�(879.5 kJ)to h�t 1 gallon �`^���00�resists nst arid is inha-errtly mxe srrnoth,Rofessa-Ck�vson
(3.8751 itres)of water 100°F(38°�. s��s a ded�ction of orily 5%from the figixes gven for�tube.
CLLUv1N G lY�ese figia-es are cala�ated from Cbl�xm Darid shwv the rxrrt�-of 6Ti�
(kJ)reqiired to rase the te�7peratue aF 10 feet(3.05 rr�tres)of errpty tube and pipe
100°F(38°C�.Clae to ctifferenoe in the spedfic h�t of the rrateri�ls,it re�u res 9.4 6TUs
(9.9 kJ)to rase 1 pcxnxi(0.454 Itilograrrs)of�100°F(38°Ca and 11.0 B1Lk(11.6
kl)to raise 1 pourxi(0.4541dlogarrs)of iron 100°F(38°�.
U.S.a�sta�ry units i n thi s cbaarrt��t are the sta�xlard;the m=tric units are pra�ided for
reference a�ly.lhe values stated in eadi system are not e�d ec�ivalerrts.
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
D •� • � � •• '� •
In the rrajaityof lav-pressure h�ting systerrs errploying co�per
tubearidir�stalledinsrr�ll ha.�esorprivatedwellirx�s,provisionfa' ,,;u{`:
e�ar�sionaridoontradionisrdati�lysirrple.Mairis,risers,arid � ,,�,{
brand�es to radiators should be free or fl aati ng at one end of the � ���.:.
I i ne.I-bl es should be Iarge e��a.igh to perrrit free rrovem�nt of the �� `��`
tube,arid care should be exerased so that pi pe hange�-s arid � f'��=
�z=
supports pemit unrestricted rrbverr�nt arid do not anchor the tube. �L ���1=, - -�.�r:�is.aamm.i
Wra,ight oopper tube hange�-s that are both practicable and n�t in = � ��'-
�� �s_�y° i
appearanoe are avai I abl e. � ;�,�. - --
�,�,,.
Unus�,ial ly la�g runs of oop�er tubing should be provided with an � ,,,'=a'
e�ansi on bend or loop.�r bendi ng soft terrper oq�per tube,a ����
si e fam of on I can be rr�de.With the addition of „';
rrpl e�'�si oop
oorrt�ination flarec�tube to sdde�-ja�t fitti ngs,as il l ustrated in
J '7 1tlG 150�. :00 15i] � 33C!
Fgure 1,these types of loops c�n be l,�sed when spaoe or other' �-,a u, i 19kV 19F 9': +656, �,� �_�,r, rtfe.�, nrs rp
Iimitatia�se�ast.Theoaredpropa�tionsofs�.id-ie�arisionloopto -r.s zs -as �7a zzs z�s �-rs
�:-im fe'�ul .;-v �+ ,.^ta� �.e.nr: rigir� n[�zRl
m�t vari ous oondi t i ons are shavn i n the a000rrpenyi ng tabl e.
TE�AP'�RA�'UR�. F f'C�
lYie above chart i s cal cul ated usi ng 10Ft(3.05m)of oop�eer tubi ng as
FI GURE 1 the referenoe poirit.You rr�y use it as fdlcNVS: 100Ft(30.5m)of
^� P ooppei-tube,witha200°F(93.3°Gjterrperatured�ange.F�ferenoe
++ par�t.2256 ir�Y�esfor 10ft,(5.73rrmfor 3.05m),rrulti�by 10fa-
a.l�Bend� P 100ft(30.5m),resulti ng i n an answer of 2.256 i r�clies(57.3rm�)of
�� e�ansion or oontraction.
NaTE C�Iculationsfa-e�arision arid oor�trac#ion should be based
_
_ •
• . .
. . � • � - �
Wa�ter Tube oontinued
� . .
l�he srrnoth iriterior of�-tube,arid the design of both sdder jarit and flared-tube-type fittings,which have no sha.dders projeding ir�to
the flc�v of water,dea-�se friction loss.With the use of oopper tube,no al lowanoe is r�aryfa-the aoa.�rrulation of rust deposits in supply
arid servioe lines. Cr�-�sequently,�-tube lines are usually figured orie si�smaller than iron pipe for the sarre se�vioe.l�his rule does not
apply to li nes from a wel I to a purrp where the riorririal diarreters speafied by the purrp rr�nuFacturer m.ist be adhe�-ed to strictly.
Water passing through ariy pi pe li ne erioou�ters resistanoe byfriction.lre resistarx�e is i na-�by berxis and tums i n the line,which should
be taken ir�o��t in oorrplex piping systerrs. For exarrple, a one-irxh 90° dbovv will �use friction loss equivalent to that of one foot
(0.305m)of straight one-irxh tube.(See belav for allavanoe to be rr�de for fittings arid valves in equivalent lengths of tube.)F-iction loss in
terrrs of he�ad loss mast be taken ir�o oonsideration in calculating tube si�;to be useci fa-various types aF ir�stallations.
For most ave�-age-si�--I�use ir�stallations with water pressures 40 P51 (275.8kPa)and highe�;3�4�oopE�er tube will be arrple fa-rr�in supply
lines,and'/z"cq�per tube can be used fa-risers and brand-�es to all fixtures.ll�e srr�ller 3/e"tube is adequate to supply brar�ies, but with
pressures at 40 P51(275.81�a)arid higher,water ham�-beoorres a oor�cem when the flav is sudclenly stopE�ed.
,...� � • •. � • � • •' . � � p � -�
Wrought-Cb�-Ftti ngs (�st Cbpper Al lay Ftti rx�s arid Valves
Norrinal 90° 45° Tee Tee 90° 180° 90° 45° Tee Tee Cbrrp. Qobe C�te
TubeS� Bba�v ebav R.n SdeQrtlet Eend Eend Bbav abav Fdan 9deCUtlet Stop Val� Val�
pn Irid-�es) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) Fe� (m) Feet (m) Fa� (m)
3�8 0.5 (0.15) 0.5 (0.1� 0.5 (0.15) 1 (0.31) 0.5 (0.15) 0.5 (0.15) 1 (0.31) 0.5 (0.1� 0.5 (0.1� 2 (0.61) 9 (27� - - - -
1/2 0.5 (0.1� 0.5 (0.15� 0.5 (0.15) 1 (0.31) 0.5 (0.1� 1 (0.31) 1 (0.31) 0.5 (0.1� 0.5 (0.1� 2 (0.61) 13 (3.9� - - - -
5�8 0.5 (0.1� 0.5 (0.15) 0.5 (0.15) 2 (0.61) 1 (0.31) 1 (0.31) 2 (0.61) 1 (0.31) 0.5 (0.1� 3 (0.92) 17 (5.19) - - - -
3�4 1 (0.31) 0.5 (0.1� 0.5 (0.15) 2 (0.61) 1 (0.31) 2 (0.61) 2 (0.61) 1 (0.31) 0.5 (0.15) 3 (0.92) 21 (6.41) - - - -
1 1 (0.31) 1 (0.31) 0.5 (0.15) 3 (0.�) 2 (0.61) 2 (0.61) 4 (1.22) 2 (0.61) 0.5 (0.1� 5 (1.53) 30 (9.1� - - 1 (0.31)
11/4 2 (0.61) 1 (0.31) 0.5 (0.15) 4 (1.22) 2 (0.61) 3 (0.�) 5 (1.53) 2 (0.61) 1 (0.31) 7 (214) - - 53 (16.1� 1 (0.31)
1 1/2 2 (0.61) 2 (0.61) 1 (0.31) 5 (1.53) 2 (0.61) 4 (122) 8 (244) 3 (0.92) 1 (0.31) 9 (27� - - 66 (20.13) 2 (0.61)
2 2 (0.61) 2 (0.61) 1 (0.31) 7 (214) 3 (0.�) 8 (244) 11 (3.36) 5 (1.53) 2 (0.61) 12 (3.66) - - 90 (27.45) 2 (0.61)
21/2 2 (0.61) 3 (0.�) 2 (0.61) 9 (275) 4 (122) 16 (4.88) 14 (42� 8 (244) 2 (0.61) 16 (4.88) - - - - 2 (0.61)
3 3 (0.92) 4 (122) - - - - 5 (1.53) 20 (6.10) 18 (5.49) 11 (3.36) 2 (0.61) 20 (6.10) - - - - 2 (0.61)
31/2 4 (1.22) - - - - - - 7 (214) 24 (/.32) 24 (/.32) 14 (4.Z� 2 (0.61) 31 (9.46) - - - - 2 (0.61)
4 - - - - - - - - 8 (244) 28 (8.54) 28 (8.54) 17 (5.19) 2 (0.61) 37 (1129) - - - - 2 (0.61)
5 - - - - - - - - 10 (3.05) 37 (1129) 41 (1251) 71 (6.71) 2 (0.61) 48 (14.64) - - - - - -
6 - - - - - - - - 13 (3.9� 47 (14.34) 52 (15.86) 28 (8.54) 2 (0.61) 61 (18.61) - - - - - -
Notes:l}rs table is�on tests mrxAxted at I-hrvard l.hi�rsity(1948).
If the type of fitti ng is not la�o�n-i.e.,wt�ether wrougM m�er or cast al loy-use rast m�er al I cry values fa degc�.
U.S.a.storrary�mits in tl�s doaarr�nt are the starx�ard;the rr�ric units are pra�ided for
rEfierenoe a�ly.lhe valu�stated in each system are not e�ad eq�iv�errts.
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
•�'-�- � 7- ; �� � •� ..
�enrioe Terr}�-ature°F(°Cj
100°F(37.8°G� 200°F(93.3°G) 300°F(148.9°� 400°F(204.4°�
Norri rial S=6000psi(414 bars) S=4800psi(331 bars) S=4700 pE(324 L�rs) S=3000 p�i(2071�rs)
Tube 9�
(I n I r�ies) Type K Type L Type M Type K Type L Type M Type K Type L Type K Type L Fai rulas
1/4 1210(83.43) 1025(70.6� - - 8�0(58.61) 700(482� - - 830(57.23) 650(47.58) 530(?6.54) 4�0(31.03)
3�8 1275(87.91) 89D(61.3� F25(43.09) 9�0(64.12) 6?0(43.44) 4E0(31.72) 910(6274) 610(4206) 59D(40.68) 400(27.58) tm= 2S0.8P +C
1/2 1005(�.29) 810(55.85) 50�(38.61) 7?0(50.33) 590(39.99) 415(28.61) 720(49.6�) 570(39.y0) 49�(31.72) 370(25.51)
y8 830(57.23) 705(48.61) - - 600(41.3� 500(34.48) - - 5&D(39.99) 500(34.48) 3&0(�20) 3?0(7L75) or
3�4 950(65.�0) 645(44.4� 4E0(31.03) 700(482� 470(3241) 325(7L41) 660(47.58) 460(31.72) 440(30.34) 300(20.6.9) 2 S tm
1 725(49.99) 5E0(37.�) 380(26.20) 5�0(37.23) 400(27.58) 270(18.fi2) 5:?0(?6.5�) 400(27.58) 340(23.44) 2E0(17.93) P D-O.8tm whenCisO
1 1/4 5A0(40.68) 495(34.13) 375(25.86) 440(?0.34) 37b(25.51) 270(18.62) 43D(29.65) 360(24.ffi) 2b0(19.31) 7?0(15.E6)
11/2 560(37.�) 455(31.37) 370(25.51) 410(282� 340(23.44) 270(18.62) 400(27.58) 3?0(7Z75) 2(�J(17.93) 220(15.1� tm Mirrmmtibewall tFidviess
2 485(33.44) 405(27.�) 335(23.10) 3�0(24.13) 310(21.3� 240(16.56) 345(23.79) �5(21.03) 2'�(15.b6) 190(13.10) P M�6rcumrdedir6Errd
21/2 450(31.03) 375(25.�6) �5(21.03) 330(2275) 275(18.96) 220(15.1� 320(2206) 270(18.52) 210(14.48) 1E0(1241) wawngpressre
D CL[sdedaar&eroftibe
3 4�0(29.6� 355(24.48) 2&D(19.31) 320(7106) 2E0(17.93) 2Q�(14.13) 315(21.72) 255(17.58) 210(14.48) 170(11.72) S Pllaaa6lestressinrraterial
31/2 410(28.2� 340(23.44) 2�0(19.31) �0(20.65) 250(1724) 200(13.79) �0(20.65) 245(16.89) 190(13.10) 1E0(11.03) duetoirrterr�al�res�reat
4 400(27.58) 325(?2.41) 2�0(19.31) 295(�.34) 240(16.55) 200(13.79) 290(20.00) 235(1620) 190(13.10) 1r..-0(10.34) °��"'3terrpaatUe
c ai�tatn��,�d,�d
5 385(�.55) 300(�.6.9) 2E0(17.93) 29D(�.00) 220(15.1� 19D(13.10) 2&D(19.31) 215(14.�) 1&0(1241) 140 (9.65) strengtnarYoro�rrcaon
6 385(�.5� 2�0(19.31) 240(16.55) 2�0(19.31) 2W(14.13) 1�0(1241) 2�0(19.31) 200(13.79) 190(13.10) 1?0 (8.96)
8 410(282� �0(20.6'9) 255(17.58) �0(20.65) 220(15.1� 190(13.10) 3�0(20.65) 215(14.ffi) 200(13.79) 140 (9.65)
10 410(282� �0(20.65) 255(17.58) 310(21.3� 715(15.51) 19D(13.10) �5(21.03) 220(15.1� 200(13.79) 150(10.34)
12 410(28.2� 2�(l(19.31) 225(15.51) 310(21.3� 210(14.48) 190(13.10) �.75(21.03) 205(14.13) 200(13.79) 140 (9.65)
'F�ted i rrterrgl press�res for Q�pper Water Tube Ixased on the strength of the tube alaie ard
appl icable to systerrs using suitable rr�ciianical j a r�[s.
The val ues�e bas�on the farrul a i n the Arreii can 3arxiard Cbde,
Fb,�ver Rpi ng ANSI/PSMEB31.1 1�J92.
U.S.a�stm�uy�a�its i n this doarr��t are the st�dard;the rr�tri c uvts are prwided fa-
referer�or1y.lYie val ues stated i n�h system are not e�ad ec�uvalerrts.
NI60JINCWCRDFFADQWRIHb• 1516MID�L�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 �
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455
vwvw.niboo.mm
_ •
• . .
. . � • � - �
•�"�' : � �' • � � ' • h •�' 11 �
Ma�drrunQD. = 0.626indies(15.900rrm) NorrinalQD. = 0.6250incties(15.875rrm)
MinimwnQD. = 0.624irid�s(15.850rrrn) IVorrinall.D. = 0.527iridx:,(13.3858rrm)
NorririalW�IlYrck�ess = O.�l9irxiies(1245rrm) FavAr� = 02181sq.irxiies(140.73sq.rrm)
Ft�nWilliarrsFomula CFactor = 150
FLO✓V,Q Ress�e Locs F�ad Loss �oaty RON,Q Ressure Locs I-�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec.) (cu.ari'sec) (1�100m) (m'100m) (m'sec.)
1.00 0.95 222 1.47 63 022 222 0.45
1.50 2.02 4.70 221 95 0.46 4.70 0.67
20D 3.44 8.00 294 126 0.78 8.00 0.90
250 5.19 12.10 3.68 158 1.18 12.10 1.12
3.00 728 16.95 4.41 189 1.65 16.95 1.34
3.50 9.69 22.54 5.15 221 2.19 22.54 1.57
4.00 12.40 28.86 5.88 252 2.81 28.56 1.79
4.50 15.43 35.88 6.62 284 3.49 35.88 2.02
5.00 18.75 43.61 7.35 315 424 43.61 224
5.50 22.37 52.01 8.09 347 5.06 52.01 247
6.00 2628 61.10 8.83 379 5.95 61.10 26'9
6.50 30.48 70.85 9.56 410 6.90 70.85 2 91
7.00 34.97 81.26 10.30 442 7.91 81.26 3.14
7.50 39.73 92.32 11.03 473 8.99 92.32 3.36
8.00 44.78 104.03 11.77 505 10.13 104.03 3.59
8.50 50.10 116.38 12.50 536 11.33 116.38 3.81
9.00 55.65 129.36 1324 568 12.60 129.36 4.03
9.50 61.56 142.97 13.97 599 13.93 142.97 426
10.00 67.69 15720 14.71 631 15.31 15720 4.48
10.50 74.10 172.05 15.44 EGL 16.76 172.05 4.71
11.00 80.76 187.51 16.18 654 18.27 187.51 4.93
11.50 87.65 203.58 16.91 725 19.84 203.58 5.16
12.00 9488 22026 17.65 757 21.46 22026 5.38
12.50 102.34 237.54 18.39 789 23.15 237.54 5.60
13.00 110.05 255.41 19.12 820 24.89 256.41 5.83
13.50 118.01 273.89 19.86 852 26.70 273.89 6.05
14.00 12623 292.95 20.� 883 28.56 292.95 628
•�"7' : ' �' • ' � ' • �• '7' 11 �
MvdmmQD. = 0.626irxYie;(15.900rrm) NorrinalQD. = 0.6250ir�ies(15.875rrm)
Minim�nQD. = 0.624incYies(15.850rrm) Norrinall.D. = 0.5450indies(13.843rrm)
Norri nal VVaI I lhidv�ss = 0.6�9 i ndies(1245 rrm) Fav Ar� = 02333 sq.i rxf�es(150.50 sq.rrm)
F�nWilliarrsFarrula CFador = 150
FLOJV,Q Ress�ue I.ocs F�ad Loss U�ocity RON,Q Ressure Loes Fi�d Loss �aity
(C�M) (psi/100 ft) (ft/100 ft) (ft./sec) (cu.crri'sec) Q�100 m) (m'100 m) (m'sec.)
1.00 0.81 1.89 1.38 63 0.18 1.89 0.42
1.50 1.71 3.99 2.06 95 0.39 3.99 0.63
200 2.92 6.80 275 126 0.66 6.80 0.84
250 4.41 10.27 3.44 158 1.00 1027 1.05
3.00 6.18 14.39 4.13 189 1.40 14.39 126
3.50 8.23 19.14 4.81 221 1.86 19.14 1.47
4.00 10.53 24.51 5.50 252 2.38 24.51 1.68
4.50 13.10 30.47 6.19 284 2.96 30.47 1.89
S.OD 15.92 37.03 6.88 315 3.60 37.03 210
5.50 19.00 44.17 7.56 347 4.30 44.17 2.31
6.00 7L32 51.89 825 379 5.05 51.89 2.52
6.50 25.89 60.17 8.94 410 5.86 60.17 2.72
7.00 29.70 69.01 9.63 442 6.72 65.01 2.93
7.50 33.74 78.41 10.31 473 7.63 78.41 3.14
8.00 38.03 88.35 11.00 505 8.60 88.35 3.35
8.50 42.55 98.83 11.69 536 9.62 98.83 3.56
9.00 47.30 109.86 12.38 568 10.70 109.86 3.77
9.50 52.28 121.41 13.07 599 11.83 121.41 3.98
10.00 57.49 133.50 13.75 631 13.00 133.50 4.19
10.50 62.92 146.11 14.44 662 1423 146.11 4.40
11.00 68.� 159.24 15.13 6'94 15.51 1�24 4.61
11.50 74.47 172.89 15.82 725 16.85 172.89 4.E�2
12.00 80.58 187.05 16.50 757 18.23 187.05 5.03
12.50 86.91 201.73 17.19 789 19.66 201.73 5.24
13.00 93.46 216.91 17.88 820 21.14 216.91 5.45
13.50 100.22 232.60 18.57 852 22.67 232.60 5.66
14.00 10720 248.78 1925 883 24.25 248.78 5.87
U.S.a.sta�ry urtits in ths doaarrent are the standard;the rr�ric uruts ae prwida�i fa
referenoe a�ly.lhe val ues stated in each systemare not exad eq�ivalerrts
NIBOJINGWCFID�• 1516MID�L�lk2�'ST• aW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
•1 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
' •�"Y : � Y • � � ' • A '�' 11 �
MvdrrumQD. = 0.5L6irxiies(15.900rrm) Nonir�N QD. = 0.6250inci�es(15.875mn)
MinirrumQD. = 0.624iridies(15.850rrm) Nonir�I.D. = 0.5690irid�es(14.4526rrrn)
Norrir�Walllhida�ess = 0.028irx}ies(0.711rrm) flaNAr� = 02543sq.irxiies(164.05sq.rmi)
F-k�nWlliarrsFonTUla CFador = 150
RQN,Q Resnare Loss H�d I c.cs U�odty FLO,N,Q Ress�ae Locs F�ad Loss �odty
(C�ivl) (psi/100ft) (ft/100ft) (ft./sec) (cza.cm'�c) (4�a/100m) (m'100m) (m'sec.)
1.00 0.66 1.53 1.26 63 0.15 1.53 0.38
1.50 1.39 324 1.89 95 0.31 324 0.58
2.00 237 5.51 2.52 126 0.54 5.51 0.77
2.50 3.58 8.33 3.15 158 0.81 8.33 0.96
3.00 5.01 11.67 3.79 189 1.13 11.67 1.15
3.50 6.67 15.52 4.42 711 1.51 15.52 1.35
4.00 8.54 19.87 5.05 252 1.93 19.87 1.54
4.50 10.62 24.71 5.68 284 240 24.71 1.73
5.00 12.91 30.03 6.31 315 292 30.03 1.92
5.50 15.41 35.82 6.94 347 3.48 35.82 2.12
6.00 18.10 42.07 7.57 379 4.09 42.07 2.31
6.50 20.99 48.79 8.20 410 4.75 48.79 2.50
7.00 24.08 55.96 8.83 442 5.45 55.96 2.69
7.50 27.36 63.57 9.46 473 6.19 63.57 2.88
8.00 30.83 71.64 10.09 505 6.98 71.64 3.08
8.50 34.50 80.14 10.72 536 7.80 80.14 3.27
9.00 38.35 89.08 11.36 568 8.68 89.08 3.46
9.50 42.39 98.45 11.99 599 9.59 98.45 3.65
10.00 46.61 108.25 125L 631 10.54 10825 3.85
10.50 51.02 118.47 1325 662 11.54 118.47 4.04
11.00 55.61 129.12 13.88 694 12.58 129.12 4.23
11.50 60.39 140.19 14.51 725 13.66 140.19 4.42
1200 65.34 151.67 15.14 757 14.78 151.67 4.61
1250 70.47 163.57 15.77 789 15.�1 163.57 4.81
13.00 75.78 175.88 16.40 820 17.14 175.88 5.00
13_50 81.26 188.60 17.03 852 18.38 188.60 5.19
14.00 E6.93 201.72 17.66 883 19.66 201.72 5.38
: ' •�"�' : � 7' • � � ' • •♦ '�' 11 �
MvdrrumQD. = 0.751 incYies(19.075rrrn) Nonirx�QD. = 0.7500iridies(19.050rrrn)
MinirrumQD. = 0.749irx�hes(19.025rrm) Norrinall.D. = 0.6520irxhes(16.5608rrm)
NorrinalWalllhida�ess = 0.049indies(1245rrm) flaniAr� = 0.3339sq.irxY�es(215.40sq.rrm)
Ft�nWlli�rsFormda CFador = 150
FLON,Q Ressure Loss Fiead Locs �odty fLO,N,Q Rasue Locs F�ad Loss �odty
(C�fvl) (Fsi/100ft) (ft/100ft) (ft./sec.) (ai.cm'�c) (1�100m) (m'100m) (m'sec.)
1.00 0.34 0.79 0.96 63 0.08 0.79 029
2.00 1.71 2.&1 1.92 126 028 2.&l 0.59
3.00 2.58 6.02 2.88 189 0.58 6.02 0.88
4.00 4.40 10.24 3.84 252 1.00 1024 1.17
5.00 6.66 15.48 4.80 315 1.51 15.48 1.46
6.00 9.33 21.69 5.77 379 211 21.65 1.76
7.00 12.41 28.85 6.73 442 281 28.85 2.05
8.00 15.90 36.93 7.69 505 3.60 36.93 2.34
9.00 19.77 45.92 8.65 568 4.47 45.92 2.64
10.00 24.03 55.81 9.61 631 5.44 55.81 2.93
11.00 28.67 66.57 10.57 694 6.49 66.57 322
1200 33.6.9 78.20 11.53 757 7.52 78.20 3.51
13.00 39.07 90.68 1249 820 8.84 90.68 3.81
14.00 44.82 141.00 13.45 883 10.14 104.00 4.10
15.00 50.92 118.16 14.41 9�6 11.52 118.16 4.39
16.00 57.39 133.14 15.37 1009 12.98 133.14 4.69
17.00 6421 148.95 16.34 1072 14.52 148.95 4.98
18.00 71.38 165.56 17.30 1136 16.15 165.56 527
19.00 78.89 18298 1826 1199 17.85 182.98 5.56
Z0.00 86.76 201_19 19.71 1262 19.63 201.19 5.86
21.00 94.96 220.19 20.18 1325 21.48 220.19 6.15
22 00 103.51 239.98 21.14 1388 23.41 239.98 6.44
U.S a storrary ietits i n this doaxrent ae the standard;the rretri c utits�e p-a�ided for
referenoe aiy.lYie val ues stated i n eadi system are not e�d eq�avalerrts.
NIB'JJINGWCRDFFADQWRIHb• 1516MIDDL�Ik�'SL• H}4-WR�IN46516-4740• U54• R-t1.800.234.0227 m
lB]-I S@�A�S F�-t 1.888.44G.4226• F/�<1.800234.0557• IN T9�1F\l1CNF>L S9Zv1�F}t+1.5/4295.3221• FAX+1.574.295.3455 �
vwvw.niboo.mm
_ •
• . .
. . � • � - �
: •�--�' : � 7- • � � - • •► '7- 11 �
Ma�drrunQD. = 0.751indies(19.075rrm) NorrinalQD. = 0.7500incties(19.050rrm)
MinimwnQD. = 0.749irid�s(19.025rrrn) IVorrinall.D. = 0.6660irid�es(16.9164rrrn)
NorririalW�IlYrck�ess = 0.042irxi�es(1.067rrm) FavAr� = 0.3484sq.irxi�es(224.75sq.rrm)
Ft�nWilliarrsFomula CFactor = 150
FLO✓V,Q Ress�e Locs F�ad Loss �oaty RON,Q Ressure Locs I-�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec.) (cu.ari'sec) (1�100m) (m'100m) (m'sec.)
1.00 0.30 0.71 0.92 63 0.07 0.71 028
200 1.10 2.56 1.84 126 025 2.56 0.56
3.OD 2.33 5.43 276 189 0.53 5.43 0.84
4.00 3.97 9.24 3.68 252 0.90 9.24 1.12
5.00 6.00 13.96 4.60 315 1.36 13.96 1.40
6.00 8.41 19.56 5.53 379 1.90 19.56 1.68
7.00 11.20 26.02 6.45 442 2.53 26.02 1.96
8.00 14.34 33.31 7.37 505 3.24 33.31 225
9.00 17.83 41.41 829 568 4.03 41.41 2.53
10.00 21.67 50.33 9.21 631 4.90 50.33 2.81
11.00 25.86 60.03 10.13 654 5.85 60.03 3.09
12.00 30.38 70.52 11.05 757 6.87 70.52 3.37
13.00 3523 81.77 11.97 820 7.97 81.77 3.65
14.00 40.41 93.79 12.89 883 9.14 93.79 3.93
15.00 45.92 10G.56 13.81 946 10.39 106.56 4.21
16.00 51.75 120.07 14.74 1009 11.71 120.07 4.49
17.00 57.90 134.32 15.66 1072 13.10 134.32 4.77
18.00 64.37 149.30 16.58 1136 14.56 149.30 5.05
19.00 71.15 165.01 17.50 1199 16.09 165.01 5.33
Z0.00 78.24 181.43 18.42 1262 17.70 181.43 5.61
21.00 85.64 198.57 19.34 1325 19.37 198.57 5.89
22.00 93.34 216.42 20.26 1388 21.11 216.42 6.18
� ' •�"Y � �' • ' � ' • •. '�' 11 '7
Ma�drrumQD. = 0.876inches(22250rrm) NaiinalQD. = 0.8750indtes(22225rrrn)
MinirrumQD. = 0.874ind�ies(22200rrm) Nannall.D. = 07450ind�es(18.923rrm)
Norcinal WaII Thidv�s = 0.065ind�es(1.651 rrm) FavAr� = 0.4359sq.iixiies(28124sq.rrm)
Fi�nWilliarrsFamila CFada' = 150
R_ON,Q R'essi ire Loss F�ad Loss �ocity RC7JV,Q Ressure Loss F�ad Loss �oclty
(C�TV1) (pei/100 ft) (fU 100 ft) (ft./sec) (cu.aN sec.) (kPY 100 m) (m'100 m) (m'sec)
200 0.64 1.49 1.47 126 0.14 1.49 0.45
4.00 2.30 5.35 294 252 0.52 5.35 0.90
6.00 4.88 11.34 4.42 379 1.10 11.34 1.35
8.00 8.31 19.30 5.89 505 1.88 19.30 1.79
10.00 12.56 29.17 7.36 631 2.84 29.17 224
12.00 17.61 40.87 8.83 757 3.98 40.87 26'9
14.00 23.42 54.36 10.30 883 5.30 54.36 3.14
16.00 30.00 69.59 11.78 1009 6.79 69.59 3.59
18.00 37.31 86.54 1325 1136 8.44 86.54 4.04
Z0.00 45.35 105.16 14.72 12G1 1026 105.16 4.49
22.00 54.10 125.44 16.19 1388 1224 125.44 4.94
24.00 63.56 147.34 17.66 1514 14.38 147.34 5.38
26.00 73.72 170.86 19.14 1640 16.68 170.86 5.83
28.00 84.56 195.97 20.61 1766 19.13 195.97 628
30.00 96.09 712.65 22.08 1893 21.74 712.65 6.73
U.S.a�sta�ry units i n thi s cbaarrt��t are the sta�xlard;the m=tric units are pra�ided for
reFerence a�ly.lhe values stated in eadi system are not e�d ec�iv�errts.
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
� ' •�'•�' � �' • � � ' • •. •�- 11 7
MvdrrumQD. = 0.876irxties(22.250rrm) Na�ir�N QD. = 0.8750ind�es(22.225mn)
MinirrumQD. = 0.874irid�es(22.200rrm) Nonir�I.D. = 0.7850irid�es(19.939rrrn)
Norrir�Walllhida�ess = 0.045irx}�es(1.143rrm) flaNAr� = 0.4840sq.irxi�es(31225sq.rrm)
F-k�nWlliarrsFonTUla CFador = 150
RQN,Q Resnare Loss H�d I c.cs U�odty FLO,N,Q Ress�ae Locs F�ad Loss �odty
(C�ivl) (psi/100ft) (ft/100ft) (ft./sec) (cza.cm'�c) (4�a/100m) (m'100m) (m'sec.)
2.00 0.4944 1.1517 1.3258 12G.17 0.1118 1.1517 0.4041
4.00 1.7846 4.1519 2.6516 252.35 0.4037 4.1519 0.8082
6.00 3.7815 8.7905 3.9774 378.52 0.8554 8.7905 12123
8.00 6.4425 14.9675 5.3032 56'�.69 1.4573 14.9675 1.6164
10.00 9.7393 22.6165 6.5190 630.87 22031 22.6169 2.02CL5
1200 13.6513 31.6896 7.9548 757.0=4 3.0880 31.6896 2A246
14.00 18.1618 42.1472 92806 88321 4.1083 42.1472 2.8287
16.00 232573 53.9578 10.6064 1009.39 52610 53.9578 32328
18.00 28.9264 67.09�4 11.9322 1135.56 6.5434 67.0944 3.636.9
20.00 35.1590 81.5338 13.2580 1261.73 7.9532 81.5338 4.0.111
2200 41.9465 972556 14.5838 1387.91 9.4886 97255.5 4.4452
24.00 492811 1142412 15.9096 1514.08 11.1477 1142412 4.8493
26.00 57.1557 132.4747 172354 1640.25 12.9290 132.4747 52534
28.00 65.5641 151.9408 18.5613 1766.43 14.8311 151.9�08 5.6575
30.00 74.5002 172.G261 19.8871 1892.60 16.8525 172.GL61 6.0616
� ' •�"�' : � T � ' � ' • •► '�' 11 7
MvdrrumQD. = 0.876incties(22.250rrrn) Narir�al QD. = 0.8750incties(22.225rrm)
MinirrumQD. = 0.874iridie;(22200rrrn) Noninall.D. = 0.8110irxhes(20.59�rrm)
Norri nal Wal I lhido'tess = 0.032 i rxi�es(0.813 rrm) Ro✓v Ar� = 0.5156 sq.i nd'�es(33327 sq.rrm)
Ft�nWlliarrsFamAa CFacta = 150
FLON,Q Ressure Loss Fi�d I.ocs �odty fLO,N,Q Ressrare Loss Fie�ad l�ss �odty
(C�M) (psi/100 ft) (ft/100 ft) (ft./sec) (cu.cm'�c) (1�100 m) (m'100 m) (m'sPC)
2.00 0.42 0.98 124 126 0.10 0.98 0.38
4.00 1.52 3.54 2.48 252 0.34 3.54 0.76
6.00 323 7.50 3.73 379 0.73 7.50 1.14
8.00 5.50 12.77 4.97 505 1.24 12.77 1.51
10.00 8.31 19.30 621 631 1.88 19.30 1.89
1200 11.65 27.04 7.45 757 2.64 27.04 2.27
14.00 15.50 35.97 8.70 883 3.51 35.97 2.65
16.00 19.85 46.05 9.59 1009 4.49 46.05 3.03
18.00 24.69 5726 11.18 1136 5.58 57.26 3.41
20.00 30.00 G9.58 1242 125L 6.79 69.58 3.79
2200 35.80 83.00 13.E6 1388 8.10 83.00 4.16
24.00 42.06 97.49 14.91 1514 9.51 97.49 4.54
26.00 48.78 113.05 16.15 1640 11.03 113.05 4.92
28.00 55.95 129.66 17.39 1766 12.66 129.66 5.30
30.00 63.58 147.32 18.63 1893 14.38 147.32 5.68
U.S asta�y urits in this doa rr��t are the standard;the metric u�its are praaided fa-
r�erence or1y.lYie val ues stated i n each system are not e�d equivalerrts
NI60J I NC Wq3D FFADQWRIHb• 1516 M I D�L�Ik�'ST• BJ4-WR�IN 46516-4740• US4• R-t 1.800.234.0227 �
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455 �
vwvw.niboo.mm
_ •
• . .
. . � • � - �
. ��..�• : � �' � � � - • •► -7- 11 �
Ma�drrunQD. = 1.1265irxties(28.613rrm) NorrinalQD. = 1.1250incties(28.575rrm)
MinimwnQD. = 1.123.5irid�s(28.537rrrn) IVorrinall.D. = 0.9850irid�es(25.273rrm)
Norririal W�I lYrck�ess = 0.0650irx9�es(1.651 rrm) FavAr� = 0.7776sq.irxi�es(501.65sq.rrm)
Ft�nWilliarrsFomula CFactor = 150
FLO✓V,Q Ress�e Locs F�ad Loss �oaty RON,Q Ressure Locs I-�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec.) (cu.ari'sec) (1�100m) (m'100m) (m'sec.)
250 024 0.55 1.03 158 0.05 0.55 0.31
5.00 0.85 1.98 206 315 0.19 1.98 0.63
7.50 1.50 4.19 3.09 473 0.41 4.19 0.94
10.00 3.07 7.14 4.13 631 0.70 7.14 126
12.50 4.65 10.78 5.16 789 1.05 10.78 1.57
15.00 6.51 15.11 6.19 946 1.47 15.11 1.89
17.50 8.66 20.10 722 1104 1.96 20.10 2.20
Z0.00 11.09 25.73 825 1262 2.51 25.73 2.52
22.50 13.80 31.99 928 1419 3.12 31.99 2.83
25.00 16.77 38.88 10.32 1577 3.79 38.88 3.14
27.50 20.01 46.37 11.35 1735 4.53 46.37 3.46
30.00 23.51 54.47 12.38 1893 5.32 54.47 3.77
32.50 2727 63.17 13.41 2(Y�0 6.17 63.17 4.09
35.00 31.28 72.45 14.44 2208 7.08 72.45 4.40
37.50 35.54 82.31 15.47 2366 8.04 8�.31 4.72
40.00 40.05 92.75 16.50 2523 9.06 92.75 5.03
42.50 44.81 103.76 17.54 2681 10.14 103.76 5.34
45.00 49.81 115.33 18.57 2839 11.27 115.33 5.66
47.50 55.06 127.47 19.60 2997 1246 127.47 5.97
50.00 60.55 140.15 20.63 3154 13.70 140.15 6.29
52.50 6627 153.39 21.66 3312 14.99 153.39 6.60
55.00 7224 167.18 22.69 3470 16.34 167.18 6.92
' •�"�' ' Y • ` � ' • •► '7' 11 �
Ma�drrumQD. = 1.12E�5ir�Yies(28.613rrrn) NaiinalQD. = 1.1250indtes(28.5/5rrrn)
MinirrumQD. = 1.1235ind�es(28.537rrm) Narinall.D. = 1.0250ind�es(26.035rrm)
NorcirialW�IThidv�s = 0.0500iixi�es(1270rrm) flavAr� = 0.8252sq.iixiies(532.3Gsq.rrm)
Fi�nWilliarrsFamila CFada' = 150
R_ON,Q R'essi ire Loss F�ad Loss �ocity RC7JV,Q Ressure Loss F�ad Loss �oclty
(C�TV1) (pei/100 ft) (fU 100 ft) (ft./sec) (cu.aN sec.) (kPY 100 m) (m'100 m) (m'sec)
250 0.20 0.48 0.97 158 0.05 0.48 0.30
5.00 0.74 1.71 1.94 315 0.17 1.71 0.59
7.50 1.56 3.63 292 473 0.35 3.63 0.89
10.00 2.66 6.18 3.89 631 0.60 6.18 1.19
12.50 4.02 9.33 4.E6 789 0.91 9.33 1.48
15.00 5.64 13.08 5.83 946 1.27 13.08 1.78
17.50 7.50 17.39 6.E0 1104 1.70 17.39 2.07
20.00 9.60 22.27 7.78 12GL 2.17 2227 2.37
22.50 11.94 27.69 8.75 1419 2.70 27.69 267
25.00 14.52 33.65 9.72 1577 328 33.65 2.96
27,50 17.32 40.13 10.69 1735 3.92 40.13 3.26
30.00 20.35 47.14 11.66 1893 4.60 47.14 3.56
32.50 23.60 54.67 12.64 2050 5.34 54.67 3.85
35.00 27.07 52.70 13.61 7Z08 6.12 5L.70 4.15
37.50 30.76 7124 14.58 2366 6.96 7124 4.44
40.00 34.66 8027 15.55 2523 7.84 8027 4.74
42.50 38.78 89.80 16.52 2681 8.77 89.80 5.04
45.00 43.11 99.81 17.50 2839 9.75 99.81 5.33
47.50 47.65 110.31 18.47 2997 10.78 110.31 5.63
50.00 52.40 12129 19.44 3154 11.85 12129 5.93
52.50 57.36 132.75 20.41 3312 1297 132.75 622
55.00 62.52 144.68 21.38 3470 14.14 144.68 6.52
U.S.a�sta�ry units i n thi s cbaarrt��t are the sta�xlard;the m=tric units are pra�ided fa
reFerence a�ly.lhe values stated in eadi system are not e�d ec�iv�errts.
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
•�
1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
•�'•�' : � �' • � � � •. •�' 11 �
MvdrrumQD. = 1.1265incYies(28.613rrrn) Noriir�N QD. = 1.1250inci�es(28.575rrrn)
MinirrumQD. = 1.1235irid�es(28.537rrm) Nonir�I.D. = 1.0558iridies(26.797rrrn)
Norrir�Walllhida�ess = 0.0350ind'�es(0.889rrm) flaNAr� = 0.8742sq.irxiies(563.98sq.rrm)
F-k�nWlliarrsFonTUla CFador = 150
RQN,Q Resnare Loss H�d I c.cs U�odty FLO,N,Q Ress�ae Locs F�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec) (cza.cm'�c) (4�a/100m) (m'100m) (m'sec.)
2.50 0.18 0.41 0.92 158 0.04 0.41 0.28
5.00 0.64 1.49 1.&L 315 0.14 1.49 0.56
7.50 1.36 3.15 2.75 473 0.31 3.15 0.84
10.00 231 5.37 3.67 631 0.52 5.37 1.12
1250 3.49 8.11 4.� 789 0.79 8.11 1.40
15.00 4.90 11.36 5.51 �116 1.11 11.36 1.68
17.50 6.52 15.11 6.42 1104 1.47 15.11 1.96
20.00 8.34 19.35 7.34 125L 1.89 19.35 2.24
22.50 10.38 24.06 8.26 1419 235 24.06 2.52
25.00 12.61 2924 9.18 1577 285 2924 2.80
27.50 15.05 34.88 10.09 1735 3.40 34.88 3.08
30.00 17.68 40.97 11.01 1893 4.00 40.97 3.36
32.50 20.51 47.51 11.93 2(�0 4.64 47.51 3.64
35.00 23.52 54.49 1285 7108 5.32 54.49 3.92
37.50 26.73 61.91 13.76 2366 6.05 61.91 4.19
40.00 30.12 69.76 14.68 2523 6.81 69.76 4.47
4250 33.70 78.04 15.60 2681 7.5L 78.04 4.75
45.00 37.47 86.74 16.52 2839 8.47 86.74 5.03
47.50 41.41 95.87 17.43 2997 9.37 95.87 5.31
50.00 45.54 105.41 18.35 3154 10.30 105.41 5.59
5250 49.84 115.37 1927 3312 1128 115.37 5.87
55.00 54.33 125.74 20.19 3470 12.29 125.74 6.15
� ' •�••Y � �• • • ` � � • •► '�' 11 �
Ma�d rrum Q D. = 1.37G5 i rxt�es(34.963 rrrn) Norri nal QD. = 1.3750 i nches(34.925 rrm)
MinirrumQD. = 1.3735iixiies(34.887rrm) Norrinall.D. = 1.2450irdies(31.623mn)
IVorrinal Walllhida�ess = 0.0650indies(1.G51 rrm) Ro✓vArea = 1.2174sq.indies(785.41 sq.rrm)
F+�nWlliarsForrrula CFacta' = 150
RAN,Q Ressure Lo;s H�d Lcss �odty FLAN,Q Ress�ae Lass H�d Loss �klodty
(C�ivl) (�isi/100 ft) (fU 100 ft) (ft./sec) (cu.ar�'sec) (kPai 100 m) (m'100 m) (m'sec)
5.00 029 0.67 1.32 315 0.06 0.67 0.40
10.00 1.03 2 40 2.64 631 023 2.40 0.80
15.00 2.19 5.08 3.95 9�6 0.49 5.08 1.20
20.00 3.73 8.65 527 125L 0.84 8.65 1.61
25.00 5.64 13.06 6.59 1577 127 13.06 2.01
30.00 7.90 18.30 7.91 1893 1.79 18.30 2.41
35.00 10.51 24.34 9.22 2208 238 24.34 2.81
40.00 13.46 31.17 10.54 2523 3.04 31.17 321
45.00 16.74 38.75 11.86 2839 3.79 38.75 3.61
50.00 20.35 47.09 13.18 3154 4.60 47.09 4.02
55.00 2427 56.18 14.49 3470 5.49 56.18 4.42
60.00 28.52 65.99 15.81 3785 6.45 65.99 4.82
65.00 33.07 76.52 17.13 4101 7.48 76.52 5.22
70.00 37.94 87.76 18.45 4416 8.58 87.76 5.62
75.00 43.11 99.71 19.77 4732 9.75 99.71 6.02
80.00 48.58 11235 21.08 5047 10.99 112.35 6.43
U.S a stan�ry i o�its i n tl�s doa�rent are the st�dard;the rr�tri c uiits are pravided for
referenoe or1y.lYie val ues stated i n each system are not e�d equiv�ents
NI60JINCWq3DFFADQWRIHb• 1516MIDDL�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 �
lB]-I S@�A�S F}t 1.888.44G.4226• F/�<1.800234.0557• IN T9�1F\l1CNF>L S9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455 �
vwvw.niboo.mm
_ •
• . .
. . � • � - �
� - •�--�- : � Y � � � - • •. •�' 11 �
Ma�drrunQD. = 1.3765irxties(34.963mn) NorrinalQD. = 1.375incties(34.925rrm)
MinimwnQD. = 1.373.5irid�s(34.887rrrn) IVorrinall.D. = 1265iridx:,(32.131rrm)
NorririalW�IlYrck�ess = 0.0550irx9�es(1.397rrm) FavAr� = 12568sq.irxi�es(810.85sq.rrm)
Ft�nWilliarrsFomula CFactor = 150
FLO✓V,Q Ress�e Locs F�ad Loss �oaty RON,Q Ressure Locs I-�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec.) (cu.ari'sec) (1�100m) (m'100m) (m'sec.)
5.00 02G 0.62 1.28 315 0.06 0.5L 0.39
10.00 0.96 2.22 255 631 022 2.22 0.78
15.00 2.02 4.70 3.83 946 0.46 4.70 1.17
Z0.00 3.45 8.00 5.11 1262 0.78 8.00 1.56
25.00 522 12.09 6.38 1S/7 1.18 12.09 1.95
30.00 7.31 16.94 7.66 1893 1.65 16.�1 2.33
35.00 9.73 7Z.53 8.93 7108 220 22.53 2.72
40.00 12.45 28.84 1021 2523 2.82 28.84 3.11
45.00 15.49 35.� 11.49 283.9 3.50 35.86 3.50
50.00 18.83 43.58 12.76 3154 4.26 43.58 3.89
55.00 22.46 51.98 14.04 3470 5.08 51.98 4.28
60.00 26.39 61.06 15.32 3785 5.97 61.06 4.67
65.00 30.61 70.81 16.� 4101 6.92 70.81 5.06
70.00 35.11 8121 17.87 4416 7.�4 8121 5.45
75.00 39.89 9227 19.15 4732 9.02 9227 5.84
80.00 44.96 103.97 20.42 5047 10.17 103.97 622
� ' •�"�' � �' • � � ' • •► '�' 11 �
Ma�dmmQD. = 1.3765incties(34.963mn) NorrinalQD. = 1.3750ind�es(34.925rttn)
Minim�mQD. = 1.3735ind�es(34.887rrrn) Noninall.D. = 1.2910incf�es(32.7914rrm)
Norri nal Wal I Thidv�ss = 0.0420 i nd�es(1.067 rrm) Rav Are�a = 1.3090 sq.i rxiies(844.52 sq.mn)
Ft�nWilliarrsFomula CFacfor = 150
RO✓V Q Ressi ire Lcss F�Zd Loss �aity RD✓V,Q Ressure Loss Fi�d L�s �odty
(C�TvI) (psi/100 ft) (ft/100 ft) (ft./sec) (cu.a ri'sec) (kPa�100 m) (m'100 m) (Msec.)
5.00 024 0.56 123 315 0.05 0.56 0.37
10.00 0.87 2.01 2.45 631 0.20 2.01 0.75
15.00 1.83 4.26 3.68 946 0.41 4.26 1.12
20.00 3.12 725 4.90 1262 0.71 725 1.49
25.00 4.72 10.95 6.13 1577 1.07 10.95 1.87
30.00 6.62 15.34 7.35 1893 1.50 15.34 224
35.00 8.81 20.40 8.58 7108 1.99 20.40 2.61
40.00 1128 26.12 9.80 2523 2.55 26.12 2.99
45.00 14.03 32.48 11.03 2839 3.17 32.48 3.36
50.00 17.05 39.47 1225 3154 3.86 39.47 3.74
55.00 20.34 47.08 13.48 3470 4.60 47.08 4.11
60.00 23.90 55.31 14.71 3785 5.41 55.31 4.48
65.00 27.72 64.14 15.93 4101 6.27 64.14 4.86
70.00 31.80 73.56 17.16 4416 7.19 73.56 523
75.00 36.13 83.57 18.38 4732 8.17 83.57 5.60
80.00 40.72 94.17 19.61 5047 921 94.17 5.98
U.S askorrnry ur�its in this doam�nt are the standard;the rre�ric�eiits are pro�ided fa-
referer�a�ly.lhe val ues stated i n each system are not e�act ec�iv�ents
NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
•• 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
•�'•�- : � �' • � � - • �► `�- 11 �
MvdrrumQD. = 1.6270incYies(41.326rrrn) Nonir�N QD. = 1.6250inci�es(41.275rrrn)
MinirrumQD. = 1.6230irid�es(41.224rrm) Nonir�I.D. = 1.4810iridies(38227rrrn)
f�lorrir�Walllhida�ess = 0.0720ind'�es(1.82.9rrm) flaNAr� = 1.7717sq.irxiies(1111.39sq.rrm)
F-k�nWlliarrsFonTUla CFador = 150
RQN,Q Resnare Loss H�d I c.cs U�odty FLO,N,Q Ress�ae Locs F�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec) (cza.cm'�c) (4�a/100m) (m'100m) (m'sec.)
5.00 0.12 0.29 0.93 315 0.03 029 0.28
10.00 0.44 1.03 1.86 631 0.10 1.03 0.57
15.00 0.94 218 2.79 946 021 2.18 0.85
20.00 1.60 3.72 3.72 1252 0.36 3.72 1.14
25.00 242 5.61 4.66 1577 0.55 5.61 1.42
30.00 3.39 7.87 5.59 1893 0.77 7.87 1.70
35.00 4.52 10.46 6.52 2208 1.02 10.46 1.99
40.00 5.78 13.39 7.45 2523 1.31 13.39 2.27
45.00 7.19 16.65 8.38 2839 1.63 16.65 2.56
50.00 8.74 20.24 9.31 3154 1.98 20.24 2.84
55.00 10.43 24.14 1024 3470 236 24.14 3.12
60.00 12.26 28.36 11.17 3785 277 28.36 3.41
65.00 1421 32.88 1211 4101 3.22 32.88 3.6'9
70.00 16.30 37.72 13.04 4416 3.69 37.72 3.97
75.00 18.53 42.85 13.97 4732 4.19 42.85 4.26
80.00 20.88 48.28 14.90 5047 4.72 4828 4.54
85.00 23.36 54.01 15.83 5362 5.28 54.01 4.83
90.00 25.97 60.04 16.76 5678 5.87 60.04 5.11
95.00 28.70 66.35 17.65 5993 6.49 66.35 5.39
100.00 31.56 72.96 18.5L 6309 7.14 72.96 5.68
105.00 34.55 79.85 19.56 6624 7.82 79.85 5.96
110.00 37.66 87.03 20.49 6940 8.52 87.Q3 6.24
115.00 40.89 94.49 21.42 7255 9.25 94.49 6.53
•�"�' : ' �' • � � ' � •. '�' 11 �
MvdrrumQD. = 1.6270indies(41.326rrrn) Norrinal QD. = 1.6250ir�ies(41.275rrrn)
MinirrumQD. = 1.6230iridies(41224rrm) Noninall.D. = 1.5050incties(37.6174rrm)
NorrinalWalllhidaiess = 0.0600irxlies(1.524rrm) flo✓�Ar� = 1.7789sq.irxf�es(1147.71sq.rrm)
F�nWlliarrsFonnda CFador = 150
FLQN,Q Ressure Lass I-I�d Lnss �adty FLO,N,Q Ress�ae Locs F�d Lo�s �odty
(C�M) (Fsi/100ft) (ft/100ft) (ft./sec) (cu.cm's�c) (4�100m) (m'100m) (rr✓sec.)
5.00 0.11 0.26 0.90 315 0.03 02G 0.27
10.00 0.41 0.95 1.80 631 0.09 0.95 0.55
15.00 0.87 202 2.71 9�6 0.20 2.02 0.�
20.00 1.48 3.44 3.61 1262 0.34 3.44 1.10
25.00 224 5.19 4.51 1577 0.51 5.19 1.37
30.00 3.14 7.27 5.41 1893 0.71 727 1.65
35.00 4.18 9.67 6.31 2208 0.94 9.67 1.92
40.00 5.35 12.39 7.21 2523 1.21 12.39 2.20
45.00 6.65 15.40 8.12 2839 1.50 15.40 2.47
50.00 8.09 18.72 9.02 3154 1.83 18.72 2.75
55.00 9.65 22.32 9.92 3470 218 22.32 3.02
60.00 11.33 26.22 10.82 3785 2.56 2622 3.30
65.00 13.14 30.41 11.72 4101 297 30.41 3.57
70.00 15.08 34.88 1251 4416 3.41 34.88 3.85
75.00 17.13 39.63 13.53 4732 3.88 39.63 4.12
80.00 19.31 44.65 14.43 5047 4.37 44.65 4.40
85.00 21.60 49.95 15.33 535L 4.89 49.95 4.67
90.00 24.01 55.52 16.23 5678 5.43 55.52 4.95
95.00 26.54 61.36 17.13 5993 6.00 61.36 522
100.00 29.19 67.47 18.03 5i09 6.60 67.47 5.50
105.00 31.95 73.84 18.94 6624 723 73.84 5.77
110.00 34.82 80.48 19.84 G940 7.88 80.48 6.05
115.00 37.81 87.38 20.74 7255 8.55 87.38 6.32
U.S.a�stm�ry�a�its i n this doarr��t are the st�dard;the rr�tri c uuiits are prwided fa-
referer�or1y.lYie val ues stated i n�h system are not e�ad ec�uvalerrts.
NI60JINCWCRDFFADQWRIHb• 1516MID�L�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 m
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455 �
vwvw.niboo.mm
_ •
• . .
. . � • � - �
• •�••�• • �- • � � ' • •► '�- 11 �
Ma�drrunQD. = 1.6270irxties(41.326rrm) NorrinalQD. = 1.6250incties(41275rrm)
MinimwnQD. = 1.5130irid�s(41224rrrn) IVorrinall.D. = 1.5270irid�es(38.7858rrrn)
NoriirialW�IlYrck�ess = O.�l90irx9�es(12446rrm) FavAr� = 1.8313sq.irxi�es(1181.50sq.rrm)
Ft�nWilliarrsFomula CFactor = 150
FLO✓V,Q Ress�e Locs F�ad Loss �oaty RON,Q Ressure Locs I-�ad Loss �odty
(C�M) (psi/100ft) (ft/100ft) (ft./sec.) (cu.ari'sec) (1�100m) (m'100m) (m'sec.)
5.00 0.11 025 0.88 315 0.02 025 027
10.00 0.38 0.89 1.75 631 0.09 0.89 0.53
15.00 0.81 1.88 263 946 0.18 1.88 0.80
Z0.00 1.38 3.20 3.50 1262 0.31 3.Z0 1.07
25.00 209 4.84 4.38 1577 0.47 4.84 1.33
30.00 2.93 6.78 526 1893 0.66 6.78 1.60
35.00 3.89 9.02 6.13 2208 0.88 9.02 1.87
40.00 4.98 11.54 7.01 2523 1.13 11.54 2.14
45.00 620 14.35 7.88 283.9 1.40 14.35 240
50.00 7.53 17.44 8.76 3154 1.70 17.44 2.67
55.00 8.99 20.80 9.64 3470 2.03 20.80 294
60.00 10.56 24.44 10.51 3785 2.39 24.44 3.20
65.00 1225 28.34 11.39 4101 2.77 28.34 3.47
70.00 14.05 32.50 1226 4416 3.18 32.50 3.74
75.00 15.96 36.92 13.14 4732 3.61 36.92 4.00
80.00 17.99 41.61 14.02 5047 4.07 41.61 4.27
85.00 20.13 46.55 14.89 535L 4.56 46.55 4.54
90.00 71.38 51.74 15.77 5678 5.06 51.74 4.81
95.00 24.73 57.18 16.64 5953 5.� 57.18 5.07
100.00 27.20 62.87 17.52 6309 6.15 5L.87 5.34
105.00 29.77 68.81 18.40 6624 6.73 68.81 5.61
110.00 32.45 74.99 19.27 6210 7.34 74.99 5.87
115.00 3523 81.42 20.15 7255 7.97 81.42 6.14
' •�"�' : � �' • ' � ' • •► '�' 11 �
Ma�d mm QD. = 2.1270 i nd�es(54.026 rrm) Nari nal Q D. = 2.1250 i rid�e,(53.975 rrm)
MinirrumQD. = 2.1230ind�es(53.924rrm) fVorrinall.D. = 1.9590irxi�es(49.7586rrm)
NorrinalW�IlYrda�ess = 0.0830irxJ�2s(2.1082rrm) FavAr� = 3.0141sq.ind'�es(1944.58sq.rrm)
F�nWilliarrsFarrula CFacfor = 150
FLOJV,Q Resaxe Locs F�ad Loss �odty RON,Q Ressure I.�s H�d Loss �odty
(C�M) (psi/100 ft) (fU 100 ft) (ft./sec.) (cu.rni'sec) (}�a�100 m) (m'100 m) (m'sec.)
10 0.11 026 1.06 631 0.03 026 0.32
ZO 0.41 0.95 213 1262 0.09 0.95 0.65
30 0.87 2.02 3.19 1893 0.20 2.02 0.97
40 1.48 3.43 4.26 2523 0.34 3.43 1.30
50 224 5.19 5.32 3154 0.51 5.19 1.62
60 3.14 7.27 6.39 3785 0.71 7.27 1.95
70 4.18 9.67 7.45 4416 0.95 9.67 227
80 5.35 12.38 8.52 5aA 121 12.38 2.60
90 6.66 15.39 9.58 5678 1.51 15.39 2.92
100 8.09 18.71 10.64 6309 1.83 18.71 3.24
110 9.66 22.32 11.71 G940 2.18 22.32 3.57
120 11.34 2621 12.77 7570 2.57 2621 3.89
130 13.16 30.40 13.84 8201 2.98 30.40 4.22
140 15.09 34.86 14.90 8832 3.41 34.86 4.54
150 17.15 39.61 15.97 9a63 3.88 39.61 4.87
160 19.33 44.63 17.03 10094 4.37 44.63 5.19
170 21.52 49.93 18.10 10725 4.89 49.93 5.52
180 24.04 55.50 19.16 11356 5.44 55.50 5.84
190 26.57 61.34 2022 11986 6.01 61.34 6.16
200 2922 67.44 2129 12617 6.61 67.44 6.49
U.S askorrnry ur�its in this doam�nt are the standard;the rre�ric�eiits are pro�ided fa-
referer�a�ly.lhe val ues stated i n each system are not e�act ec�iv�ents
NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
•� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
_ .
•t• •
• • � • • - � �
•�'`�- : � �' • � � ' • •► '�' 11 �
MvdrrumQD. = 21270incYies(54.026rrrn) Na�ir�N QD. = 21250ind�es(53.975mn)
MinirrumQD. = 21230irid�es(53.924rrm) Nonir�I.D. = 1.9850irid�es(50.419rrrn)
Norrir�Walllhida�ess = 0.0700ind'�es(1.778rrm) flaNAr� = 3.0946sq.irxiies(1996.54sq.rrm)
F-k�nWlliarrsFonTUla CFador = 150
RQN,Q Resnare Loss H�d I c.cs U�odty FLO,N,Q Ress�ae Locs F�ad Loss �odty
(C�ivl) (psi/100ft) (ft/100ft) (ft./sec) (cza.cm'�c) (4�a/100m) (m'100m) (m'sec.)
10 0.11 025 1.04 631 0.02 025 0.32
ZO 0.39 0.89 2.07 12G2 0.09 0.89 0.63
30 0.8� 1.89 3.11 1893 0.18 1.89 0.95
40 1.39 3.22 4.15 2523 0.31 322 1.26
50 210 4.87 5.18 3154 0.48 4.87 1.58
60 2.95 6.� 6.22 3785 0.67 6.82 1.90
70 3.92 9.07 7.26 4416 0.89 9.07 2.21
80 5.02 11.61 829 5047 1.14 11.61 2.53
90 624 14.44 9.33 5678 1.41 14.44 2.84
100 7.59 17.55 10.37 6309 1.72 17.55 3.16
110 9.06 20.93 11.40 6940 205 20.93 3.48
120 10.64 24.58 1244 7570 241 24.58 3.79
130 12.34 28.51 13.48 8201 279 28.51 4.11
140 14.15 32.70 14.51 8832 3.20 32.70 4.42
150 16.08 37.15 15.55 9463 3.64 37.15 4.74
160 18.13 41.86 16.59 100�4 4.10 41.86 5.06
170 2028 46.83 17.5L 10725 4.59 46.83 5.37
180 22.54 52.05 18.66 11356 5.10 52.05 5.69
190 24.92 57.53 19.70 11986 5.64 57.53 6.00
200 27.40 63.25 20.73 12617 620 6325 6.32
' •�"�' ' �' • ` � ' • •► '�' 11 �
MvdrrumQD. = 2.1270indies(54.026rrm) Norrirr�l QD. = 2125Uindies(53.975rrm)
MinirrumQD. = 2.1230indies(53.924mn) Norrinal LD. = 2.0090indies(51.02E6rrrn)
Norrir�Wall lhida�ess = 0.0580 indies(1.4732 mn) Ro✓v Ar� = 3.1699 sq.indies(2(Ya5.11 sq.rrm)
F+�nWlliarrsFam�a CFador = 150
RAN,Q Ressure Loss Flead Lccs �odty FLQN,Q Res�ae Loss Fi�d Loss �odty
(C33v1) (psi/100ft) (ft/100ft) (ft./sec) (cu.aNsec) (4�100m) (m'100m) (m'�ec)
10 0.10 023 1.01 631 0.02 023 0.31
20 0.36 0.84 2.02 1262 0.08 0.84 0.62
30 0.77 1.78 3.04 1893 0.17 1.78 0.93
40 1.31 3.04 4.05 2523 0.30 3.04 1.23
50 1.98 4.59 5.06 3154 0.45 4.59 1.54
60 2.78 6.43 6.07 3785 0.63 6.43 1.85
70 3.70 8.55 7.08 4416 0.&1 8.55 2.16
80 4.74 10.95 8.10 5047 1.07 10.95 2.47
90 5.89 13.62 9.11 5678 1.33 13.62 2.78
100 7.16 16.55 10.12 6309 1.52 16.55 3.08
110 8.54 19.74 11.13 6940 1.93 19.74 3.39
120 10.03 23.19 1215 7570 227 23.19 3.70
130 11.64 26.89 13.16 8201 263 26.89 4.01
140 13.35 30.84 14.17 8832 3.02 30.84 4.32
150 15.17 35.0�4 15.18 9463 3.43 35.04 4.63
160 17.10 39.48 16.19 10094 3.87 39.48 4.94
170 19.13 44.17 17.21 10725 4.33 44.17 5.24
180 21.26 49.09 1822 11356 4.81 49.09 5.55
190 23.50 54.26 1923 11986 5.32 54.26 5.86
200 25.84 59.66 2024 12617 5.85 �.66 6.17
U.S.a�stm�ry�a�its i n this doarr��t are the st�dard;the rr�tri c uuiits are prwided fa-
referer�or1y.lYie val ues stated i n�h system are not e�ad ec�uvalerrts.
NI60JINCWCRDFFADQWRIHb• 1516MID�L�Ik�'SL• 9J4-WR�IN46516-4740• U54• R-t1.800.234.0227 „L
lB]-IS@�A�SF}t 1.888.44G.4226• F/�<1.800234.055/• INT9�1F\l1CNF>LS9�A�F}t+1.5/4295.3221• FAX+1.574.295.3455
vwvw.niboo.mm
_ •
• . .
. . � • � - �
Wa�ter Tube oontinued
....,. . , �•�. ... , . � •�• , . �
CaYrrera�lyAvailable Lengths
TubeType CdorCode Sarxlard Application NorrinalorStaridard9�s Drawn Aiv�led
TypeK C�een AS'TMB88 DaresticWater�ervioeDistribution StraightLengths: '/4-irxhto�irxh 20ft.(6.1m) 20ft.(6.1m)
FreRotedion 14ind� 18ft.(5.5m) 18ft.(5.5m)
Sdar 12-irxh 12ft.(3.7m) 12ft.(3.7m)
Fix�/Fiael Cil (Dils: '/a-irxhto1-irxh — 60ft.(18.3m)
M//aC — 100ft.(30.5m)
S1x�,n�Mdting 1'/a-inch&1'/rirx:h — 60ft.(18.3m)
2-i nch — 40 ft.(12.�n)
— 45ft.(13.7m)
TypeL �ue ASTMB88 DaresticWater�ervioeDistribution StraightLengths: '/a-irxhto10-inch 20ft.(6.1m) 20ft.(6.1m)
FreRotedian 12-indi 18ft.(5.5m) 18ft.(5.5m)
Sdar
Fi�el/Fiid Cfl
Natur�C�s Cbils: '/a-irxhto1-irxh — 60ft.(18.3m)
LiquifiedF�trdeum(LP�Cas — 100ft.(30.5m)
M/AC 1�/a-irxh&1'/rinch — 60ft.(18.3m)
9x�.n�Me�ting 2-ir�ch — 40ft.(12.�n)
— 45ft.(13.7m)
TypeM F�d ASTMB88 L1�resticWater�ervioeDistribution StraightLengths: '/a-irxhto12-iridi 20ft.(6.1m) f�UA
Fre Ratedion
Sdar
Fiae.1/Fiael Cfl
M/AC
Slxr✓v Mdting
D�M/ Yello�n� ASTTvI B306 Cxain Straight Lengths: 1'/a-irxhto8irxh 20ft.(6.1m) WA
Waste
�
FNAC
Sdar
AffZ �ue ASTM B280 AirCbrxGtioning Straight Lengths: '/a-irxhto4'/s-irxh 20ft.(6.1m) 20ft.(6.1m)'
f�frigeratia�
Natur�C�is Cbiis: '/s-irxhto15/s-irxh — 50ft.(15.3mp
Liquified F2trdeum(lPj C�s
CDCY TypeK AST1V16819 Medical C�s Straight Lengths: '/a-irxhto�irxh 20ft.(6.1m) f�UA
M� Q�cen
CyCY/M�
CDCY/ACR Type L
AQ3'M� �ue
TypeG Yellan� ASTM B837 Natur�C�s Straight Lengths: 3/a-irid�to 1'/s-inch 12ft.(3.7m) 12ft.(3.7m)'
LiquifiedF2trdeum(LP�C�s 20ft.(6.1m) 20ft.(6.1m)'
Cbils: 3/s-irxi�to'/s-ir�ch — 60ft.(18.3m),
— 100ft.(30.5m)'
'Aua lable as speaal a�der only.
U.S askorrnry ur�its in this doam�nt are the standard;the rre�ric�eiits are pro�ided fa-
referer�a�ly.lhe val ues stated i n each system are not e�act ec�iv�ents
� NIBOJINGWCFID�• 1516MID�L�lk2�'ST• BW-WFZ�IN46516-4740• US�,• R-t1.S00234.0227
'� 1B:7-I SBZv1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@�vICE FFt+1.574295.3221• F/�C+1.574.295.3455
www.niboo.�m
� � � �
�. r• r.
�
. � . � �, — ■ • 11
Fig. 22C - Combination
Hanger & Restrainer Application ���
Size Range — 3/4" thru 2" CPVC pipe
Material — Carbon Steel, Pre-Galvanized
. ������ �r8„
Function — Designed to support a CPVC pipe away _ ��'�� �# ��-_
from the corner of a beam. This position allows for easy � '�,��"�I��,�� � �r��
installation of drops or risers without adding additional ..5 ���^'�� �~ � ��,rg�
wood blocks. ; ;, ; �x '' '
Approvals — Underwriters' Laboratories Listed in the USA ���` `• Cf
(UL) and Canada (cUL) for use as a combination hanger and °� yr�u�S HE�araE�
� f.�...
restrainer. ��..� �� ,��
Finish — Pre-Galvanized �`'�.T�-,�' � T�z�����t�T
Note—Approved UL Listed fastener into wood is furnished . �' `��� °� _ �����
with the product. A fastener into light gauge metal may be ;' ;}r � --•..*
ordered separately. Minimum acceptable #10 x 1" hardened `��'��} '' -'
' �j �•---._�,��� �r�„
self threading screw with 5/16" hex washer head. �� � -
Order By— Fig. 22C application is composed of two ��'� ��',���� �-v�: 1 �f�"
standard Fi . 22 models—order two sin les for each han er �, r,`�i '���� ,, �
9 9 9 t.,; ,��:�� �� �fI
and restrainer application required. �� �. �'
� �� f / �`
��� �� ��� �
� ��
�
-_ �� :
����, ,�� .,;� �..�����.
� -�.�� �: -. Y.
. . �� � �`t °.,,y.•
jw �.� � �I � ���
_ � :,.i� ��� ,.
� ��
�
�P�
`� �' �
������ {�
/ �' "��5 �t•����.
,i i;
�.� ��5f1�'I� �-�,"
i '��`�–. ��4 � �'a
_ °•.�� �� � AYI�, /
s r . �.ti� �
r 5~'
� MainCffice/ManufacturingFacility•1375S�rrpsonAve.•(brore,CA 92879•Fh: 909.737.5599•Fax 909.737.0330
• CUstomer Servi ce•800.786.5266
www.tolco.com
�
� � • . . .
�
_ � . . • ��:
Fig. 28M - Offset Hanger and Restrainer for
CPVC Plastic Pipe and IPS Pipe ` �` �5"�TE°
Size Range — 3/4" thru 1-1/4" pipe
Material — Carbon Steel, Electro-Galvanized
Function — Designed to be used as a hanger and restrainer for CPVC piping
where the "stand-off" design will ease installation by eliminating the need for
wood blocking I �
Features —
• Flared edge design protects CPVC pipe from any rough or abrasive A
surfaces
• Unique snap-on design holds pipe firmly in place and allows retrofit
type of installation
• The "Stand-Off" design eliminates the need for wood block extension
• Can be installed on horizontal or vertical piping regardless of mounting �
surface orientation C
• Attaches easily to wood structure with two hex head self-threading
screws furnished with product �B
• Installs easily using rechargeable electrical driver with 5/16" extension
socket eliminating impact tool damage to pipe
• Attaches easily to steel, minimum 18 gauge with (2) 1/4" x 1" tek type
self drilling tapping screws
• cULus Listed as a hanger and a restrainer for fire sprinkler piping
Approvals — Underwriters' Laboratory Listed in the USA(UL) and Canada (cUL)
to support automatic fire sprinkler systems. May be installed into wood using fas-
teners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D.
Fig. 28M satisfies the UL vertical restraint requirements where needed.
Order By — Figure number and pipe size
PATENT PENDING ,--� _ __________�
r---------?-------.----1 �� � 1
I � � � - - I / I n
� -- ---_____-y
i � . . Q i �--�
I � Q I I i
I . - � I T"'�`T
i ° i i i � �
i i i i i i
i i i i i i
i Q i i i i
i a i i i i
i a a i i i i i
L-___ �� _______ _�_J � � !,=+� RESTRAINT
� �
�
�
�
� �
,�t�. � �
` + L--- --- --L---�-=f
RESTRAINT � '�
�
Fig. 28M
Dimensions •Weights
Max.
Spacing
pipe required per Approx
Size A B C NFPA 13 for Wt./100
CPVC plastic pipe
3/4 2 3/16 3-1/2 5'-6" 9
1 2-1/8 3/16 3-1/2 6'-0" 12
1-1/4 2-5/16 3/16 3-1/2 6'-6" 13
m OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951 J37.5599•FAX: 951 J37.0330
CUSTOMER SERVICE•800.786.5266
www.tolco.com
• • • •
� � � � �
250 Ib WWP Bronze Ring Check° Valves Dezincification
Fire Protection Valve �Inline Lift Type � Rubber Discs � Spring Actuated Resistant
250 PSI/17.2 Bar Non-Shock Cold Working Pressureu �� �
;;:-
CONFORMS TO MSS SP-80
MATERIAL LIST
PART SPECIFICATION
1. Body Bronze ASTM B 584 AI loy C84400
2. Stem Stainless Steel ASTM A 582
Alloy C30300 T-4$�
3. Spring 316 Stainless Steel Threadetl
4. Disc Holder Stainless Steel Type 301
5. Disc Water,Oil or Gas�Buna-N)
6. Seat Screw Stainless Steel ASTM A 276
Alloy 543000
7. Body End Bronze ASTM B 584 Alloy C84400
�� - �'ti -
�--_ --
.s f
i
�i� - -� - �k
� -
_ ''�r;
. .. �.
+�_-_ . •ti . ,
�
DIMENSIONS-WEIGHTS-QUANTITIES �F ^ � k
imensions � '
Size A B C T-480 Master L�� �
In. mm.ln. mm. In. mm. In. mm. In. mm. In. Ctn.Qty.
3/s 10 2.00 51 1.38 35 1.44 37 0.41 0.19 100
Yz 15 2.06 52 1.38 35 1.19 30 0.36 0.16 100 T-480
NPT x NPT
3/a 20 225 57 1.63 41 1.31 33 0.48 022 100
1 25 2.63 67 2.00 51 1.50 38 0.77 0.35 50
1'/a 32 2.94 75 2.38 60 1.69 43 1.14 0.51 30
1�/z 40 3.31 84 2.75 70 2.00 51 1.63 0.74 30
2 50 3.69 94 3.38 86 2.31 59 2.27 1.03 10
Ordering:The T-480 has standard Buna-N Discs.
Also availa6le with TFE(Y)Discs;specify T-480-Y. NIBCO check valves may be installed in both horizontal and vertical
3/a'thru 2"require Yz pound pressure to open. lines with upward flow or in any intermediate position.
WARNING-Valve must 6e installed downstream of receiver tank if
used in line with reciprocating air compressor.
Da Not Use as a Footvalve.
Warning-Do Not Use For Reciprocating Air Compressor Service.
NIBCO INC.WORLD HEADQUARTERS•1516 MIODLEBURY ST.•ELKHART,IN 46516-4740•USA•PH:1.800.234.0227 m
TECH SERVICES PH:1.888.446.4226•FAX:1.800.234.0557•INTERNATIONAL OFFlCE PH:+1.574.295.3221 •FAX:+1.574.295.3455
www.nibca.com
� � � � � � ' � , � � • �
SINGLE INLET
An inlet connection with 250 G.P.M. minimum inlet capacity
��� � � to supplement the fire protection water supply. Provides ��li ���� .
�� � -�,
.__ . �� unobstructed water supply. Flush round design enhances �'�.. � ,�a
r , appearance and provides unobstructed passage. . �:�ti�
i e �
fi , �. '��-' �
�� ' �. �:`�'
s-. �,{�'
��k�` � �9 , ��:�� STANDARD EQUIPMENT: Cast Brass round plate with double ���., �� g��;�•
� � ��:,
�� � � �, female adapter; plug and chain; branding as selected. ��� - y .,
.��'• �`2� s�'� '*. �1ti �£�1-..
SPECIFY THREAD AND BRANDING. ��''��-�'
�� .
>;a
� BRANDING: "Standpipe", "Auto Spkr." �
,7F
_, t.i�l
FINISH: Cast Brass
Figure No. 6341 Figure No. 6342
OPTIONAL FINISH: PB-Polished Brass
PC-Polished Chrome
Round Plate
Figure No. Size
6341 2 1/2 X 2 1/2
6342 3 X 2 1/2
6343 3 X 3
RESI DENTIAL FI RE DEPT . CON N ECTI ON
An inlet connection to supplement the water supply to a
� •'' � ����- residential sprinkler system.
:�R °r
�`k;���.. -�:'�,�;
T�
��� �-�`� Rya�, ,' STANDARD EQUIPMENT: 1 1/2" cast brass round plate
, ., �� �. i assembly with integral pin lug swivel inlet. Hose thread inlet
'=+'�� �' ����` swivel, 1 1/2" NPT female outlet on back of plate. Cast brass
,k h
, ^���� �'�:�F plug and brass chain. Overall outside Diameter 4 3/8".
i , SPECIFY THREAD AND BRANDING.
� � U/L LISTED.
���'` BRANDING: "Auto Spkr."
.�
FINISH: Cast Brass
Figure No. 6345
OPTIONAL FINISH: PB-Polished Brass
PC-Polished Chrome
Page 6-12
�[�CO Fire & Building
Products
Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500
Identification Signs
For Sprinkler Systems and Devices
NFPA 13 Signing Requirements
General WARNINGS Care and
The Identification Signs described
Descr�n�/�/'� herein must be installed and main- MaII1 tell aI1 Ce
I�+ tained in compliance with this docu-
Identification Signs (Ref. Figure 1) are ment, as well as with the applicable The following inspection procedure
designed to provide information to the standards of the National Fire Pro- must be performed as indicated, in ad-
end user about the sprinkler system tection Association, in addition to the dition to any specific requirements of
and its components. They are avail- standards of any other authorities hav- the NFPA, and any impairments must
able with a variety of wording combi- �ng jurisdiction. Failure to do so may be immediately corrected.
nations to meet the signing require- impair the performance of these
ments of NFPA 13. devices. The owner is responsible for the in-
The owner is responsible for maintain- spection, testing, and maintenance of
The five basic types of Identification their fire protection system and devic-
Signs are as follows: ing their fire protection system and de- es in compliance with this document,
vices in proper operating condition. as well as with the a licable stan-
Type A- Control Valve Sign The installing contractor or sprinkler pp
T e B- Multi-Pur ose Text Si ns manufacturer should be contacted dards of the National Fire Protection
Yp p g Association(e.g., NFPA 25), in addition
(See Below) with any questions. to the standards of any authority hav-
Type D-Fire Alarm Sign ing jurisdiction. The installing contrac-
Type E- Hydraulic Calculation Sign Technical tor or product manufacturer should be
contacted relative to any questions.
Type B- Identification Signs are avail- �ata It is recommended that automatic sprin-
able with the following text options: kler systems be inspected, tested, and
AIR CONTROL Material&Finish maintained by a qualified Inspection
18 gauge aluminum with mylar facing. Service in accordance with local re-
AIR LINE quirements and/or national codes.
ALARM TEST Width x Height
ANTIFREEZE SYSTEM After placing a fire protection system
AUXILIARY DRAIN Inches (mm) in service, notify the proper authorities
CONTROL VALVE Type A 9 x 7 (229 x 178) and advise those responsible for mon-
itoring proprietary and/or central sta-
DRAIN Type B 6 x 2 (152 x 51) tion alarms.
DRAIN VALVE Type C 73/a x 1'/a (197 x 32) INSPECTION PROCEDURE
INSPECTORS TEST
MAIN CONTROL Type D 9 x 7 (229 x 178) Annual visual inspections are recom-
MAIN DRAIN Type E 5 x 7 (127 x 17s) mended to ensure that Identification
Signs are properly located.
Installation
The Identification Signs are provid-
ed with 1/8 Inch (3,2 mm) diameter or
larger holes(or slots)in the corners for
easy attachment using standard hard-
ware chain, wire, plastic lock ties, or
light gauge metal strap(not included).
Page 1 of 4 AUGUST, 2007 TFP1615
Page 2 of 4 TFP1615
� . ■
+ � y s r r '� � �
• • �
� � � �
� �
_ � `
� �
s
. � . � ■ .• � • c. � .- -
� � 1
IN CP.SE C7F F[RE
Dfl NOT SHL�T 4'ALVE LJNTIL FIP.E 15 ENTIREL'f�UT � � ■ + � ■ ,
•
�� � ' � � �'� '� •� M
SIGN- TYPE A, P/N 2300A SIGN- TYPE D
RECTANGULAR 6-1/2"X 8-1/2'; P/N2316
OR
ROUND 7-1/4"DIAMETER, P/N2329
• • ■ �- �
AUiCI'�IARY DRAIN � � ■ ' • � � � r .
� � � � - � - ■ + �
a
SIGN- TYPE B,
AVAILABLE WITH THE ' � �
FOLLOWING TEXT OPTIONS
"AIR CONTROL".........................P/N 2328 � � i '
"AIR LINE"..............................P/N 2302
"ALARM TEST"........................ P/N 2304A : . ■ � - i
"ANTIFREEZE SYSTEM" ..................P/N 2306
"AUXILIARY DRAIN°......................P/N 2307 R ���+54,�`�.
"CONTROL VALVE"......................P/N 2310 . , , . . , - . SQ.FT.
„DRAIN" ...............................P/N 2311
"DRAIN VALVE" .........................P/N 2327
� s
"INSPECTORS TEST" ....................P/N 2313 A
"MAIN CONTROL" .......................P/N 2319 ` • �P�
"MAIN DRAIN°..........................P/N 2320 .- • ��#
_ ,
.,. .
SIGN- TYPE E, P/N 2317
FIGURE 1
IDENTIFICATION SIGNS
TFP1615 Page 3 of 4
Limited Ordering
Warranty Procedure
Products manufactured by Tyco Fire Orders must include the description
& Building Products (TFBP) are war- and Part Number (P/N). Contact your
ranted solely to the original Buyer for local distributor for availability.
ten (10)years against defects in mate-
rial and workmanship when paid for Hardware for hanging is not sup-
and properly installed and maintained Plied with the Sign. It must be ordered
under normal use and service. This separately.
warranty will expire ten(10)years from Identification Signs,
date of shipment by TFBP. No warran- (Types A,C, D,or E)
ty is given for products or components Specify:Type(A, C, D, or E)
manufactured by companies not af- Identification Sign, P/N(specify).
filiated by ownership with TFBP or for ldentification Signs
products and components which have �Type B)
been subject to misuse, improper in- Specify: Type B Identification Sign in-
stallation, corrosion,or which have not scribed (specify,e.g. `AIR CONTROL"),
been installed,maintained,modified or P/N(specify).
repaired in accordance with applicable
Standards of the National Fire Protec- rype a..........................Pirv 2sooa
tion Association, and/or the standards Type D(Round)....................P/N 2329
of any other Authorities Having Juris- ryPe��Reotangie�................. P�N zsis
diction. Materials found by TFBP to be Type E........................... P/N 2317
defective shall be either repaired or re-
placed, at TFBP's sole option. TFBP Type B
neither assumes, nor authorizes any 'AIR CONTROL"...................P/N 2328
person to assume for it, any other ob- AiR uNE"........................P/N 2302
ligation in connection with the sale of "ALARM TEST"...................P/N 2304A
products or parts of products. TFBP "ANTIFREEZE SYSTEM"............P/N 2306
shall not be responsible for sprinkler "AUXILIARY DRAIN"................P/N 2307
system design errors or inaccurate or "CONTROL VALVE"................ P/N 2310
incomplete information supplied by °�DRAIN" ......................... P/N 2311
Buyer or Buyer's representatives. °�DRAIN VALVE" ...................P/N 2327
�11 n0 event shall TFBP be liable, In "INSPECTORS TEST" .............. P/N 2313
contract, tOYt, strict liability OY under "MAIN CONTROL" ................. P/N 2319
any other legal theory, for incidental, "MAIN DRAIN"....................P/N 2320
indirect,special or consequential dam-
ages, including but not limited to labor
charges, regardless of whether TFBP
was informed about the possibility of
such damages, and in no event shall
TFBP's liability exceed an amount
equal to the sales price.
The foregoing warranty is made in lieu
of any and all other warranties, ex-
�ress or implied, including warranties
of inerchantability and fitness for a
particular purpose.
This limited warranty sets forth the ex-
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
This warranty will apply to the full ex-
tent permitted by law. The invalidity,
in whole or part, of any portion of this
warranty will not affect the remainder.
Page 4 of 4 TFP1615
TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446
�`L�CO Fire & Building
Products
Technical Services: Tel: (800) 381-9312 / Fax: (800)791-5500
Sprinkler Cabinets
3, 6, & 12 Sprinklers, y/2 or 3/4 Inch NPT
6 ESFR Sprinklers, 3/4 or 1 Inch NPT
General
�,W.... .
Description -�`
Tyco° Sprinkler Cabinets are con- '
structed of inetal enclosures with
hinged covers designed to provide on- - _ �
site storage of an emergency supply �°, - ``�
of sprinklers and a sprinkler wrench. _ -
_ � �� � +
NFPA 13 requires a representative �'F` � ;
number of each type of sprinkler used
in a sprinkler system to be stored in a „�. � P'`�'` "" _
cabinet on-site to allow for immediate
removal and replacement of sprinklers --�
that may have operated or become ;;;,�KK°�
damaged.
Sprinkler Cabinets are manufactured � � "b ��
of heavy gauge steel with knock-outs
to accommodate NPT threaded sprin- �""
klers and are painted an attractive red
enamel.
WARNINGS Technical
The Sprinkler Cabinets described here- Data
in must be installed and maintained in
compliance with this document, as Material
well as with the applicable standards Carbon Steel
of the National Fire Protection Asso- Weights
ciation, in addition to the standards of
any other authorities having jurisdic- 3 Sprinkler Cabinet . . . . . . . . . .
tion. Failure to do so may impair the • • • • • • • • • • • • � • • • •1.5 Lbs. (0,68 kg) o
performance of these devices. 6 Sprinkler Cabinet. . . . . . . . . . . . . . o
The owner is responsible for maintain- ' ' ' ' ' ' � � • • • • • • • • •2•3 Lbs. (1,04 kg) o
ing their fire protection system and de- 12 Sprinkler Cabinet . . . . . . . . . . . . . �
vices in proper operating condition. • � • • • � • . • • � • • • . . .4.0 Lbs. (1,81 kg) o �
The installing contractor or sprinkler 6 ESFR Sprinkler Cabinet. . . . . . . . .
manufacturer should be contacted , , , , , , , , , , , , , , , , ,3.3 Lbs. (1,36 kg) ,,. �
with any questions.
Page 1 of 4 AUGUST, 2007 TFP785
Page 2 of 4 TFP785
REMOVE KNOCKOUTS HOLES ACCOMMODATE
TO ACCOMMODATE 1/2�� NPT SPRINKLERS
3/4"NPT SPRINKLERS
1
HINGES "/ ' OO �
1-5/16" 5-1/4"R
� (33,3 mm) (133,4 mm)
7-1/4" 1-1/4" DOOR SWING
(184,2 mm) (31,8 mm) __
5" 1-1/8" ,�-- -'`�
i (127,0 mm) �(28,6 mm) / ,
r
3-1/4" 2" 2-5/8" 1-3/16" � 2-9/16"
(98,4 mm) (50,8 mm) (66,7 mm) �(30,2 mm) ��(65,1 mm)
� 6"(150 mm) '
� MINIMUM
HOLESFOR � o � � C�EARANCE
3/16"(5 mm) —
SCREWS 5��
1'� (127,0 mm)
1-3/4" (25,4 mm) � ' ~°'-
(44,5 mm)
�
SPRINKLER SLOTS FOR WRENCH DOOR
1"(25,4 mm) AND HINGES
SHELF STRAP HANGER SHELF NOT SHOWN
FIGURE 1
3 SPRINKLER CABINET
REMOVE KNOCKOUTS HOLES ACCOMMODATE
TO ACCOMMODATE 1/2" NPT SPRINKLERS
3/4" NPT SPRINKLERS
�
- ,� %;. �; � � �
HINGES �� �� ��.,�� `�„�� ��� + +
1-5/16" 5-1/4" R
1 (33,3 mm) (133,4 mm)
I
14-1/16" 1-1/4" DOOR SWING
(357,2 mm) (31,8 mm) __
10-13/16" 1-5/8" � � I
(274,6 mm) �(41,3 mm) / ,
6"(150 mm) �
2" 6" 1-3/16" � 2-9/16"
3-1/4" MINIMUM �
(50,8 mm) y �(152,4 mm) y (30,2 mm) CLEARANCE �(65,1 mm)
(98,4 ml m)
r
o ° } � t��
1" (127,0 mm)
1-3/4° (25,4 mm) � - —�-
(44,5 mm)
�
HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR
3/16"(5 mm) 1"(25,4 mm) AND HINGES
SCREWS SHELF STRAP HANGER SHELF NOT SHOWN
FIGURE 2
6 SPRINKLER CABINET
TFP785 Page 3 of 4
REMOVE KNOCKOUTS HOLES ACCOMMODATE
TO ACCOMMODATE 1/2" NPT SPRINKLERS
3/4"NPT SPRINKLERS
�. �. �. ; � �
�,,�i `�„%i \i\,�i i\� �
,;-�� z. �. 1-1/2��
HWGES �� ��.��i ��.�i� ��� O O � (38,1 mm)
� 1-1/2" 5-1/4"R
(38,1 mm) (133,4 mm)
14-1/16" 1-1/8" DOOR SWING
(357,2 mm) (28,6 mm) _
10-13/16" 1-5/8" � �
(274,6 mm) �(41,3 mm)
6"(150 mm)
2" 6" 1-3/16" 4-1/8"
3-1/4" MINIMUM �
(50,8 mm) y �(152,4 mm) y (30,2 mm) CLEARANCE (104,8 mm)
(98,4 ml m) � �
0 ° � f,�
1" (127,0 mm)
1-3/4" (25,4 mm) � -*_�_�
(44,5 mm)
f
HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR
3/16"(5 mm) 1"(25,4 mm) AND HINGES
SCREWS SHELF STRAP HANGER SHELF NOT SHOWN
FIGURE 3
12 SPRINKLER CABINET
REMOVE KNOCKOUTS HOLES ACCOMMODATE
TO ACCOMMODATE 3/4" NPT SPRINKLERS
1"NPTSPRINKLERS
1
,--�� �_:� �-:� �% 1
HINGES � �) ��"�) �"'J I�'' O � � 6-7/16" R
1-9/16" (163,5 mm)
� (39,7 mm) DOOR SWING
14-1/16" 1-9/16" -------
(357,2 mm) (39,7 mm) � '/
10-13/16" 1-5/8" /�
(274,6 mm)� �(41,3 mm) �%
7"(180 mm) �
2" 6" 1-3/16" 3-1/8"
(50,8 mm) y (152,4 mm) (30,2 mm) MINIMUM y � ���g,4 mm)
� CLEARANCE � �
�
3-1�/16" O � f �
(96,8 mm)
1" 6-3/16"
+ (25,4 mm) (157,2 mm)
1 -1=s
2-3/8"
(60,3 mm)
�
HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR
3/16"(5 mm) 1"(25,4 mm) AND HINGES
SCREWS SHELF STRAP HANGER SHELF NOT SHOWN
FIGURE 4
6 ESFR SPRINKLER CABINET
Page 4 of 4 TFP785
Installation Limited Ordering
Sprinkler Cabinets are designed with Warranty Procedure
two 3/16 Inch (4,7 mm) diameter holes
for wall mounting or direct attachment Products manufactured by Tyco Fire �Nhen placing an order, indicate the full
to the system riser with a strap-type & Building Products (TFBP) are war- product name. Contact your local dis-
hanger. The Sprinkler Cabinet should ranted solely to the original Buyer for tributor for availability.
be installed at or near the system con- ten (10)years against defects in mate- Sprinkler Cabinet:
trol valve and must be stocked with an rial and workmanship when paid for Specify: (Description), P/N (specify).
adequate supply of spare sprinklers and properly installed and maintained
and a sprinkler wrench. under normal use and service. This 3 Sprinkler Cabinet................. P/N 1177
warranty will expire ten(10)years from 6 Sprinkler Cabinet................. P/N 1119
The stock of spare sprinklers should 12 Sprinkler Cabinet................ P/N 1124
include sprinklers of each type and date of shipment by TFBP. No warran- 6 EsFR sprinkier cabinet ........... Pirv 111i
temperature rating as are installed in ty is given for products or components
the sprinkler system, in the following manufactured by companies not af-
quantities: filiated by ownership with TFBP or for
products and components which have
Sprinklers In Spare Sprinklers been subject to misuse, improper in-
System Required stallation, corrosion,or which have not
been installed,maintained,modified or
Under 300 6 repaired in accordance with applicable
Standards of the National Fire Protec-
300-1000 12 tion Association, and/or the standards
Over 1000 24 of any other Authorities Having Juris-
diction. Materials found by TFBP to be
defective shall be either repaired or re-
The 3, 6, and 12 Sprinkler Cabinets placed, at TFBP's sole option. TFBP
are designed to accept both 1/2 &3/4 neither assumes, nor authorizes any
Inch NPT threaded sprinklers, where- person to assume for it, any other ob-
as the 6 ESFR Sprinkler Cabinets are ligation in connection with the sale of
designed to accept both 3/4 & 1 Inch products or parts of products. TFBP
NPT threaded sprinklers. As neces- shall not be responsible for sprinkler
sary, insert a screwdriver blade from system design errors or inaccurate or
the front top of the shelf and under the incomplete information supplied by
near bottom part of the knockout an- Buyer or Buyer's representatives.
nular ring. Press the screwdriver han- In no event shall TFBP be liable, in
dle down to remove the knockout ring. contract, tort, strict liability or under
any other legal theory, for incidental,
Care and indirect,special or consequential dam-
ages, including but not limited to labor
Maintenance charges, regardless of whether TFBP
was informed about the possibility of
The Sprinkler Cabinet, wrench, and such damages, and in no event shall
stock of spare sprinklers should be in- TFBP's liability exceed an amount
spected at least quarterly. The follow- equal to the sales price.
ing items should be checked: The foregoing warranty is made in lieu
•The Sprinkler Cabinet should be of any and all other warranties, ex-
readily accessible, and not exposed press or implied, including warranties
to a corrosive atmosphere or tem- of inerchantability and fitness for a
peratures in excess of 100°F(38°C). particular purpose.
•The stock of spare sprinklers should This limited warranty sets forth the ex-
include an adequate number of each clusive remedy for claims based on
type and temperature rating. failure of or defect in products, materi-
als or components, whether the claim
•The stock of sprinklers must be in is made in contract, tort, strict liability
good condition. or any other legal theory.
•A sprinkler wrench of the appropriate This warranty will apply to the full ex-
type must be included in the Sprin- tent permitted by law. The invalidity,
kler Cabinet. in whole or part, of any portion of this
warranty will not affect the remainder.
TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale Pennsylvania 19446
1� � �`'�
- � - - - � +,1
, � � � � ''�,
;� � ,
�
��
�
,
i
� I '
� � no c �� t. �
� o
,
,
nver �
� ,
_ - _ -
�
_ _
fires rin ler mh� llc . com
p
;-
A FIR ����KLER
DESIGN COMPANY