Report (29) FPS20II--006760
/255v StA/16040 /3y gr/c
RECEIVED
MAY / 0
C
BUI 0 D/�SRD
FIRE PROTECT/ON LL C oN
PO Box 2319
Battle Ground, WA 98604
360/887-1463 Phone
360/887-1166 Fax
riserfireprotection@msn.com
Residential Fire Sprinkler System
Submittal for:
Wilde Residence
12550 SW 134th. Ave
Tigard, OR 97223
• WA CCB RISERFP972DE
OR CCB 158041
METRO 8020
Hydraulic Calculations
for
Project: 12550 SW 134th. Ave.
Tigard, OR 97223
Drawing no.: One
Date: 4/22/2011
Design
Remote area number: One
Remote area location: Corridor/Livingroom
Occupancy classification: light hazard
Density: .05
Area of application: 1024
Coverage per sprinkler: 256
Type of sprinklers calculated: Reliable RFC49 / RA0616
No. of sprinklers calculated: 4
In rack demand: 0
Hose streams: 0 outside + 0 inside
Total water required (including hose streams): 57.86 gpm at 51.06 psi [ 8.92 psi safety margin ]
Total water required at base of system riser: 57.86 gpm at 38.67 psi
Type of system: wet pipe
Volume of dry or preaction system: N/A
Water Supply Information
Date: 4-15-2011
Location: SW Benish & 134th.
Source: City of Tigard
Contractor: Riser Fire Protection P.O. Box 2319 Battle Ground WA 98604
Under contract with: Springer Construction
14845 SW Murry Scholls Dr. Ste.110 PMB 105
Beaverton, OR 97007
Name of designer: William Johnson
Authority having jurisdiction: Tigard F.M.
Notes
T Y
i V
4/22/2011 Page 2
Hydraulic Demand Graph
70
Water Source:
A) 60 psi Static
60 •
B) 70 gpm at 59.97 psi
Source at BOR:
C) 51 .84 psi Static
50 (C) - — D) 57.9 gpm at47.59 psi
E) 70 gpm at 45.8 psi
(D) (E)
P 40 Demand at BOR:
S (i-) F) 57.9 gpm at 38.67 psi
30
20
10
0 III I I I I l i l l I l l I I I I I I l l I l l 1 1 I I I I i I ! m i l l I I I I I I I I I I I I
010 20 30 40 50 60 70
GPM
report created by the"Simple Hydraulic Calculator"version 2.2,0 from www.igneusinc.com
i
4/22/2011 Page 3
Supply Analysis
Static Residual Available Total Required
Node at Pressure Pressure Flow Pressure Demand Pressure
[psi] [psi] [gpm] [psi] [gpm] [psi]
SRC 60.0 54.0 1280.0 59.98 57.86 51.06
Node Analysis
Elev Pressure Discharge
Node Tag [ft] Type [psi] [gpm]
SRC -3.000 source 51.058 -57.863
U1 -3.000 ref 50.583 0.000
BOR 2.000 ref 38.669 0.000
TOR 8.250 ref 28.557 0.000
Al 8.250 ref 13.340 0.000
A2 8.250 ref 9.379 0.000
_ SPRK1 8.250 K=4. 90 11. 648 16.723
•
SPRK2 8.250 K=4.90 8.185 14. 018
SPRK3 8.250 K=4.90 8.305 14. 121
SPRK4 8.250 K=4.90 7.039 13. 000
report created by the"Simple Hydraulic Calculator version 2.2.0 from www.igneusinc.com
i
4/22/2011 Page 4
Pipe Information
negative pipe flow(Q) indicates flow is from node 2 towards node 1
Node 1 Discharge Nom Fittings L[ft] total(Pt)
Elev &Flow i.d. num&length F[ft] C factor elev(Pe)
Node 2 [ft] K-factor [gpm] [in] [ft] T[ft] psi/ft frict(Pf) Notes
SRO __ a 57.863 2 1C=1.164 15.000 Pt= 51.058 71s1= CK"
Q= 57.863 1.959 1.164 0=150 Pe= 0.000
Ui -3 �ii�+ 16.164 0.029 Pf= 0.474
Ul -3.000 q= 0.000 2 4E-25.929 61.500 Pt= 50.583 Ka_="PVC"
Q= 57.863 2.003 25.929 C=150 Pe= 2.165 Pdev=7.45 psi
DOR 2.000 87.429 0.026 Pf= 2.303
DOR 2.000 q= 0.000 1 4TN=4.000 6.250 Pt 38.669 Na_--"C '2J"
0= 57.863 1.101 1E=5.000 9.000 C=150 Pe= 2.706
TON 8.250 15.250 0.486 Pf= 7.406
TOR 8.250 q= 0.000 1 1T=5.000 22.333 Pt= 28.557 Mat="CPVC"
Q= 57.863 1.101 4TN=4.000 9.000 0=150 Pe= 0.000
Al 8.250 31.333 0.486 Pf= 15.216
Al 8.250 q= 0.000 1 3TN=3.000 12.333 Pt= 13.340 Mat="CPVC"
Q= 41.140 1.101 3.000 0=150 Pe= 0.000
A2 8.250 15.333 0.258 Pf= 3.962
Al 8.250 q= 0.000 0.75 1T=3.000 7.250 Pt= 13.340 Mat="CPVC"
Q= 16.723 0.874 1TN=1.000 4.000 0=150 Pe= 0.000
SPRKI 8.250 11.250 0.15 Pf= 1.692
A2 8.250 q= 0.000 0.75 1T=3.000 8.000 Pt= 9.379 Mat="CPVC"
Q= 14.018 0.874 3.000 0=150 Pe= 0.000
SPRK2 8.250 11.000 0.109 21= 1.194
A2 8.250 q= 0.000 0.75 2.917 Pt 9.379 Mat="CPVC"
Q= 27.121 0.874 0.000 C=150 Pe= 0.000
SPNK3 8.250 2.917 0.368 Pf= 1.073
SPRK3 8.250 4.0 q= 14.121. 0.75 2TN=2.000 11.417 Pt= 8.305 Mat="^.PVC"
0= 13.000 0.874 2.000 0=150 Pe= 0.000
SPRK4 8.250 13.417 0.094 Pf= 1.267
Material Codes
Pipe Material Fiftinas
CK - Copper Tube Type K E - Standard 90 degree elbow
PVC - PVC C900 Press-,ire Class 150 G - Gate Valve
CPVC - CPVC SDR 13.5 ASTM F442 E [CPVC] - ASTM CPVC 90 degree elbow
T [CPVCJ - ASTM CPVC Tee - Flow turn 90 degrees
TN [CPVC] - ASTM CPVC Tee - Straight thru path
report created by the"Simple Hydraulic Calculator version 2.2.0 from www.igneusinc.com
Hydraulic Calculations
for
•
Project: 12550 SW 134th. Ave.
Tigard, OR 97223
Drawing no.: One
Date: 4/22/2011
Design
Remote area number: Two
Remote area location: Bedroom #2
Occupancy classification: light hazard
Density: .05
Area of application: 400
Coverage per sprinkler: 400
Type of sprinklers calculated: Reliable RFC49/RA0616
No. of sprinklers calculated: 1
In rack demand: 0
Hose streams: 0 outside + 0 inside
Total water required (including hose streams): 20.0 gpm at 37-46 psi [22.54 psi safety margin
Total water required at base of system riser: 20.0 gpm at 27.91 psi
Type of system: wet pipe
Volume of dry or preaction system: N/A
• Water Supply Information
Date: 4-15-2011
Location: SW Benish & 134th.
Source: City of Tigard
Contractor: Riser Fire Protection P.O. Box 2319 Battle Ground WA 98604
Under contract with: Springer Construction
14845 SW Murry Scholls Dr. Ste.110 PMB 105
Beaverton, OR 97007
Name of designer: William Johnson
Authority having jurisdiction: Tigard F.M.
Notes
4/22/2011 Page 2
Hydraulic Demand Graph
70
- Water Source:
A) 60 psi Static
60 ■ B) 70 gpm at 59.97 psi
Source at BOR:
C) 51.84 psi Static
50 _(C) - D) 20 gpm at 50.44 psi
(D) E) 70 gpm at 37.71 psi
40 r Demand at BOR:
P - F) 20 gpm at 27.91 psi
S (E)
30
(F)
20
10
0 III 11 1 I 1 l l 1 t l 1 l l I l l t l I I I I I I I I 1 1 1 1 1 I I I I I I I I I t t I 1 1 1 t 1 I
010 20 30 40 50 60 70
GPM
report created by the"Simple Hydraulic Calculator version 2.2.0 from www.igneusinc.com
4/22/2011 Page 3
Supply Analysis
Static Residual Available Total Required
Node at Pressure Pressure Flow Pressure Demand Pressure
[psi] [psi] [gpm] [psi] [gpm] [psi]
SRC 60.0 54.0 1280.0 60.0 20.0 37 . 46
Node Analysis
Elev Pressure Discharge
Node Tag [ft] Type [psi] [gpm]
SRC -3.000 source 37.462 -20. 000
U1 -3.000 ref 37.395 0. 000
BOR 2 . 000 ref 27.908 0. 000
TOR 8 .250 ref 24.164 0.000
Al 8 .250 ref 22.032 0. 000
A2 8.250 ref 20.989 0.000
SPRKS 8.250 K=4 . 90 16. 660 20. 000
report created by the"Simple Hydraulic Calculator"version 2.2.0 from www.igneusinc.com
2
r
4/22/2011 Page 4
r
Pipe Information
negative pipe flow(Q) indicates flow is from node 2 towards node 1
Node 1 Discharge Nom Fittings L[ft] total(Pt)
Elev &Flow i.d. num&length F[ft] C factor elev(Pe)
Node 2 [ft] K-factor [gpm] [in] [ft] T[ft] psi/ft frict(Pf) Notes
SRC q= -20.000 2 12=1.164 15.000 Pt= 37.46 ?oat
(3= 20.000 1.959 1.164 3=150 Pe= 0.000
61 16.164 0.004 Pf= 0.066
Ui -3.000 q= 0.000 2 4E=25.929 61.500 Ft= 37.395 Ma'_="-VC"
• 20.000 2.003 25.929 C=150 Pe= 2.165 Pdev=7.0 psi
BOR 2.000 87.429 0.004 Pf= 0.323
BOR 2.000 q= 0.000 1 4TN=4.000 6.250 Pt= 27.908 Mat="Ci'VC-"
20.000 1.101 1E=5.000 9.000 3=150 Pe= 2.706
TOR 8.250 15.250 0.068 Pf= 1.038
TOR j.2bU q= 0.000 1 1T=5.000 22.333 Pt= 24.164 Mat="CPVC"
Q= 20.000 1.101 4TN=4.000 9.000 0=150 Pe= 0.000
Al 8.250 31.333 0.068 Pf= 2.132
Al 8.250 q= 0.000 1 3TN=3.000 12.333 Pt= 22.032 Mat "CPVC"
Q- 20.000 1.101 3.000 C-150 Pe= 0.000
A2 8.250 15.333 0.068 Pf= 1.043
A2 8.250 q= 0.000 0.75 3TN--3.000 17.667 Pt= 20.989 Mat="CPVC"
Q= 20.000 0.874 3.000 0=150 Pe= 0.000
FORKS 8.250 20.667 0.209 Pf= 4.329
Material Codes
Pipe Material Fittings
CK - Copper Tube Type K E - Standard 90 degree elbow
PVC - PVC C900 Pressure Class 150 0 - Gate Valve
CPVC - CPVC SDR 13.5 ASTM F442 E [CPVC] - ASTM CPVC 90 degree elbow
T [CPVC] - ASTM CPVC Tee - Flow turn 90 degrees
TN [CPVC] - ASTM CPVC Tee - Straight thru path
report created by the"Simple Hydraulic Calculator"version 2.2.0 from www.igneusinc.com
Hydraulic Calculations
•
for
Project: 12550 SW 134th. Ave.
Tigard, OR 97223
Drawing no.: One
Date: 4/22/2011
Design
Remote area number: Three
Remote area location: Deck adjacent to Bedroom #1
Occupancy classification: light hazard
Density: .05
Area of application: 196
Coverage per sprinkler: 196
Type of sprinklers calculated: Tyco LFII HSW/TY2335
No. of sprinklers calculated: 1
In rack demand: 0
Hose streams: 0 outside + 0 inside
Total water required (including hose streams): 15.0 gpm at 29.5 psi [ 30.5 psi safety margin
Total water required at base of system riser: 15.0 gpm at 20.36 psi
Type of system: wet pipe
Volume of dry or preaction system: N/A
Water Supply Information
Date: 4-15-2011
Location: SW Benish & 134th.
Source: City of Tigard
Contractor: Riser Fire Protection P.O. Box 2319 Battle Ground WA 98604
Under contract with: Springer Construction
14845 SW Murry Scholls Dr. Ste.110 PMB 105
Beaverton, OR 97007
Name of designer: William Johnson
Authority having jurisdiction: Tigard F.M.
Notes
•
4/22/2011 Page 2
Hydraulic Demand Graph
70
Water Source:
A) 60 psi Static
60 ■ * B) 70 gpm at 59.97 psi
Source at BOR:
C) 51 .84 psi Static
50 (C;�D) D) 15 gpm at 50.85 psi
E) 70 gpm at 34.89 psi
40 — Demand at BOR:
P - F) 15 gpm at 20.36 psi
S -
30 (E)
- (F)
10
0 Li I I i I i l i l i l l I I I I I I 1 1 1 1 1 I I I I I I I I 1 I I mill I mill I I I
010 20 30 40 50 60 70
GPM
report created by the"Simple Hydraulic Calculator version 2.2.0 from www.igneusinc.com
4/22/2011 Page 3
Supply Analysis
Static Residual Available Total Required
Node at Pressure Pressure Flow Pressure Demand Pressure
[psi] [psi] [gpm] [psi] [gpm] [psi]
SRC 60.0 54. 0 1280. 0 60.0 15.0 29.5
Node Analysis
Elev Pressure Discharge
Node Tag [ft] Type [psi] [gpm]
SRC -3.000 source 29.499 -15. 000
151 -3.000 ref 29.460 0. 000
BOR 2. 000 ref 20.356 0. 000
TOR 8.250 ref 17.040 0. 000
Al 8.250 ref 15.788 0. 000
A2 8 .250 ref 15.015 0. 000
SPRK6 8 .250 K=4.40 11.622 15.000
report created by the"Simple Hydraulic Calculator'version 2.2.0 from www.igneusinc.com
4/22/2011 Page 4
Pipe Information
negative pipe flow(Q) indicates flow is from node 2 towards node 1
•
Node 1 Discharge Nom Fittings L[ft] total(Pt)
Elev &Flow i.d. num&length F[ft] C factor elev(Pe)
Node 2 (ft] K-factor [gpm] [in] [ft] T[ft] psi/ft frict(Pf) Notes
SRC _ a 15.006 2 1G=1 . 24 15.000 Pt- 29.4 Fa. "CK
Q= 15.000 1.959 1..164 0=150 Pe= 0.000
01 -3.Pi.''. 16.164 0.002 Pf= 0.039
Ul 3.000 ca= 0.000 2 4E=20.900 64.500 Pt- 29.460 Mat="PVC"
15.000 2.003 25.929 C=150 Pe= 2.165 Pdev=6.75 psi
FOR 2.000 87.429 0.002 Pf= 0.190
2.000 q= 0.000 1 4TN=4.000 6.250 Pt= 20.356 Mat="CPVC"
Q= 15.000 1.101 1E=5.000 9.000 C 150 Pe= 2.706
_5 . 8.250 15.250 0.04 Pf= 0.609
TOR 8.250 q= 0.000 1 1T=5.000 22.333 Pt-- 17.040 Mat="CPVC"
Q= 15.000 1.101 4TN=4.000 9.000 0=150 Pe- 0.000
Al 8.250 31.333 0.04 Pf= 1.252
Al 8.250 q= 0.000 1 2TN-2.000 12.333 Pt= 15.758 Mat="CPVC"
Q= 15.000 1.101 1T=5.000 7.000 0=150 Pe= 0.000
A2 8.250 19.333 0.04 Pf= 0.773
A2 8.250 q= 0.000 0.75 1T=3.000 23.583 Pt= 15.015 Mat="CPVC"
15.000 0.874 1TN=1.000 4.000 0=150 Pe= 0.000
SPRK6 8.250 27.583 0.123 Pf= 3.393
Material Codes
Pipe Material Fittings
CK - Copper Tube Type K E - Standard 90 degree elbow
PVC - PVC C900 Pressure Class 150 G - Gate Valve
CPVC - CPVC SDR 13.5 ASTM F442 E [CPVC] - ASTM CPVC 90 degree elbow
T [CPVC] - ASTM CPVC Tee - Flow turn 90 degrees
TN [CPVC] - ASTM CPVC Tee - Straight thru path
report created by the"Simple Hydraulic Calculator"version 2.2.0 from www.igneusinc.com
p.
HYDRANT FLOW REQUEST FORM
PROJECT: 64=7 04c ��iq . S
ADDRESS: izSTo Sej Ur-
-CROSS STREET: Scj ! C•
HYDRANT LOCATION: o-r Ski gem s S-' Izu
STATIC: f_
RESIDUAL:
GPM:
,r
DATED: �-
HYDRANT LOCATION: .Sw / * i i ,'
STATIC: 17 .}
RESIDUAL:
GPM:
DATED: ` ' '
•
•
Water Availability Curve
60
50-
40-
30_
20._
400 800 4200 1800 2000 2400 2800 3200 3800 4000
Static m SO 3si. Flow(GPM)
p el System demand=20.00 psi with 3569.0 gpm flowing,
PA Residual=54 psi at a flow of 1280 gpm. Pressure available=20.00 psi when 3589.0 gpm Is flowlr
Demand Is below curve by 0.00 psi (0.00%),
AUTOMATIC SPRINKLERS( " i "
FIRE PROTECTIONROD
ict aull �'i� �_.
V34, K11 .2
Models V3411 and V3412
Extended Coverage/Light Hazard (ECLH)
Pendent and Recessed Pendent
Standard and Quick Response
PRODUCT DESCRIPTION
These Model V34 ECLH many angles,reducing temperature of the sprin-
sprinklers are designed assembly effort.This sprin- kler, the bulb shatters. As a
r with a larger orifice size to kler is available in various result,the waterway is
v3411 provide added coverage at temperature ratings (see cleared of all sealing parts
V341z normal light hazard operat- chart on page 2) and fin- and water is discharged
t ing pressures.The design ishes to meet many design towards the deflector. The
incorporates state-of-the- requirements. deflector is designed to dis-
f art heat responsive,frangi Sprinkler Operation tribute the water in a pat-
UL ® ble glass bulb design (stan- The operating mechanism tern that is most effective
it. tFa dard or quick response) for in controlling the fire.
is a frangible glass bulb
Sae Victaufc prompt, precise operation. which contains a heat Coverage
Pendent publication 10.01
far details. The die cast frame is more responsive liquid. During a Extended spray coverage is
streamlined and attractive fire, the ambient tempera- up to 400 square feet(37,2
than traditional sand cast turn rises causing the liquid sq.m)per NFPA 13.
frames.It is cast with a in the bulb to expand.
r.r hex-shaped wrench boss to When the ambient temper-
--` allow easy tightening from attire reaches the rated
V3411
zi V3412
m -
07
Recessed
Pendent
TECHNICAL SPECIFICATIONS
Models:V3411,V3412 MATERIAL ACCESSORIES
11--10 Style:Extended Coverage/ SPECIFICATIONS Installation Wrench:
Light Hazard-Pendent. Pendent Deflector: ❑ Open End:V34
H, Recessed Pendent. Bronze per UNS C51000 ❑ Recessed:V39
Nominal Orifice Size: Bulb:Glass with glycerin solu- Sprinkler Finishes:
moll 5/a" (16 mm) tion. U Plain brass
Bulb Nominal Diameter:
All 7 K-Factor:11.2 Imp.(16,2 S.L^) J Chrome plated
❑ Standard:5,0 mm **
Nominal Thread Size: ❑ White painted
I�1 \;J �� 3/t"NPT(20 mm) ❑ Quick Response:3,0 mm ii Custom painted"*
�i Load Screw:Bronze per UNS
1 Max.Working Pressure: Loads For escutcheons,cabinets and
175 psi(1200 kPa) other accessories refer to sepa-
Factory Hydrostatic Test: Pip Cap:Bronze per UNS rate sheet.
100%@ 500 psi(3950 kPa) C65100
Spring:Be tliuln nickel
Min.Operating Pressure: ry NOTE: weather resisters recessed
\ 5 psi(34 kPa) Seal:Teflon-tape escutcheons available upon request.
Temperature Rating:See Frame:Die cast brass 65-30 ,, For K-Facto when pressure is roea-
Exaggerated for clarity chart on page 2. Lodgement Spring:Stainless cured in Bar,multiply S.I.units by 1o.0
steel per UNS S30200
'Teflon is a registered Vademark of
Dupont Co.
"DL Listed for corrosion resistance in all
configurations.
VICTAULIC®IS AN ISO 9001 CERTIFIED COMPANY
Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific
Phone:1-800-PICK-VIC(1-800-742-5842) Phone:905-884.7444 Phone:32-9-381-1500 Phone:610-559-3300 Phone:65-6235-3035
Fax:610-250-8817 Fax:905-884-9774 Fax:32-9-380-4438 Fax.610-559-3608 Fax:65-6235-0535
amaitpickvic@victaulic.com e-mail:viccanada@vivaulic.com e-maii:viceuro@victaulic.be e-mail:vital @victaulic.com e-mail:vicap@victaulic.com
2552 Seat 7104 11 Reye.wred trademark of Victaulic C Copy grit 2004 Victaulic Plated in U.S.A.
•
®V27, 6 UL FM LPCB �IIPo 0
` SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS
Standard Spray; Upright, Pendent and Recessed Pendent
MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE
MODELS/S.I.N. V2704 AND V2708 QUICK RESPONSE
These Model V27 standard spray sprinklers are designed to produce a
hemispherical spray pattern for standard commercial applications.They are
available with either standard or quick response bulbs.The design incorporates )
state-of-the-art,heat responsive,frangible glass bulb design(standard or quick
RECESSED
response)for prompt, precise operation. (V2703 AND (V2707 AND PENDENT
The die cast frame is more streamlined and attractive than traditional sand cast u27041 V27081 Iv2707 AND
va7os>
frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many
angles,reducing assembly effort.This sprinkler is available in various temperature
ratings(see chart on page 2)and finishes to meet many design requirements.
The recessed pendent should be utilized with a Model V27 recessed escutcheon
which provides up to 34"/19 mm of adjustments.
SPRINKLER OPERATION The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a
fire,the ambient temperature rises causing the liquid in the bulb to expand.When the ambient tem-
perature reaches the rated temperature of the sprinkler,the bulb shatters.As a result,the waterway
is cleared of all sealing parts and water is discharged towards the deflector.The deflector is designed
to distribute the water in a pattern that is most effective in controlling the fire.
COVERAGE For coverage area and sprinkler placement, refer to NFPA 13 standards.
TECHNICAL SPECIFICATIONS Models/S.I.N.:V2703,V2704,V2707,V2708
Style: Pendent, Upright or Recessed Pendent ACCESSORIES
® Nominal Orifice Size: lh"/13mm Installation Wrench:
K-Factor: 5.61mp./8.1 S.I.^
•
Nominal Thread Size: 'h" NPT/15mm Open End:V27
•
Max.Working Pressure: Recessed:V27-2
11 175psi/1200kPa FM Global Finishes:
250 psi/1725 kPa UL Plain brass
•
�IJ Factory Hydrostatic Test: • Chrome plated
100% 500psil3450kPa • White painted'*
•
.; Min.Operating Pressure:7psi/48kPa Black painted"
�Jr • Custom painted*'
Temperature Rating:See charts on page 2&3.
�\ • Proprietary nickel Teflon"i� coating"
MATERIAL SPECIFICATIONS
• For 155, 200,and 286°F Standard
Response Only,wax coated"
J, �� � Upright Deflector: Bronze per UNS C22000
` Pendent Deflector: Bronze per UNS C51000 For cabinets and other accessories refer to
uBulb:Glass with glycerin solution. separate sheet.
Bulb Nominal Diameter: NOTE:Weather resistant recessed escutcheons
• Standard:5.0mm available upon request.
• Quick Response:3.0mm
Load Screw: Bronze per UNS C65100 A For K-Factor when pressure is measured in
Pip Cap: Bronze per UNS C65100 Bar, multiply S.I. units by 10.0.
Spring: Beryllium nickel * Teflon is a registered trademark of Dupont Co.
Exaggerated for clarity Seal:Teflon*tape **UL Listed for corrosion resistance in all
Frame:Die cast brass 65-30 configurations.
Lodgement Spring: Stainless steel per UNS
S30200
JOB/OWNER CONTRACTOR ENGINEER
System No. Submitted By Spec Sect Para
Location Date Approved
Date
www.victaulic.com �Cta U l i C°
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 011 2012 VICTAUI IC COMPANY ALL RIGHTS RESERVED.
REV