HomeMy WebLinkAbout2180 RUTHERFORD RD; ; AS080057; Permit11/10/2020 AS080057 Permit Data
City of Carlsbad
Sprinkler Permit
2180 RUTHERFORD
Job Address:
RD
PermitType: SPRINK
Parcel No: 2120702500
Lot #: 0
Reference No.:
Permit No: AS080057
Status: ISSUED
Applied. 4/4/2008
Approved: 4/9/2008
Issued: 4/9/2008
PC #: . Inspector:
Project Title: CALLAWAY GOLF PARKING STRUCTUR FIRE SPRINKLER
PLAN CHECK & INSPECTIONS
Applicant:
WEST COAST FIRE PROTECTION
271 ROYMAR RD
SUITE F
OCEANSIDE, CA
(760)754-8472
Owner:
CALLAWAY GOLF CO
C/O DUCHARME MCMILLEN & ASSOC
INC
20830 N TATUM BLVD #240
PHOENIX AZ
Fees ($) Add'l Fees ($) Total ($) Balance ($)
1,150 . .
0 1,150 0
1/1
WEST COAST FIRE PROTECTION
.4 271 ROYMAR ROAD SUITE F
OCEANSIDE,CA 92054
HYDRAULIC CALCULATIONS FOR
CALLAWY GOLF PARKING STRUCTURE
2180 RUTHERFORD RD
CARLSBAD,CA 92008
DRAWING NUMBER: FP-2 DATE: APR 1, 2008
-DESIGN DATA-
REMOTE AREA NUMBER: A REMOTE AREA LOCATION: PARKING STRUCTURE
OCCUPANCY CLASSIFICATION: ORDINARY GP-1
DENSITY: .15
AREA OF APPLICATION: 1500
COVERAGE PER SPRINKLER: 256
TYPE OF SPRINKLERS CALCULATED: EXTENDED COVERAGE PENDANT
NUMBER OF SPRINKLERS CALCULATED: 8
*IN...RACK SPRINKLER DEMAND: N/A
HOSE-STREAM DEMAND: 250
TOTAL WATER REQUIRED (INCLUDING HOSE): 621.1
FLOW AND PRESSURE (AT BASE OF RISER): 371.1 @ 98.1
TYPE OF SYSTEM: WET PIPE WITH COMBINED STANDPIPE
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS: N/A
WATER SUPPLY
Source: 8" Test Date: 5/9/07 Test By: Schmidt Fire
Location: 2180 rutherford road parking 1t
Static: 113 Residual: 112 Flow: 1545
Source Elevation Relative to Finished Floor Level: -31 -6"
INSTALLING CONTRACTOR
Name: WEST COAST FIRE PROTECTION
Address: 271 ROYMAR RD #F
Phone: 760-754-8492 Certification number: C-16 763542
NAME OF DESIGNER: DAN AMATO
AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPT.
NOTES: FLOW TEST DATA USED IN CALCULATIONS IS REDUCED 10%
Calculations performed by HASS 7.9 under license # 27081246
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
APPR AS SUBMITTED £OPp
CARLSB 0 FIRE DEPARTMENT
hsogo osq-
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 4/1/2008 C:\HASS78\CALLAWYPARKING.SDF
JOB TITLE: Callawy Golf Parking Structure
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 101.7 100.7 1545.0 101.5 621.1 101.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 621.1 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 371.1 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 7.5 K=11.20 12.1 39.0
2 7.5 K=11.20 13.2 40.8
3 7.5 K=11.20 17.4 46.8
4 7.5 K=11.20 27.3 58.5
5 7.5 K=11.20 12.3 39.2
6 7.5 K=11.20 13.4 41.0
7 7.5 K=11.20 17.6 47.0
8 7.5 K=11.20 27.6 58.9
A 7.0 - - - - 43.2 - - -
B 7.0 - - - - 43.6 - - -
C 7.0 - - - - 62.2 - - -
D 7.0 - - - - 81.7 - - -
E 3.5 - - - - 98.1 - - -
F 6.0 - - - - 97.5 - - -
Ui 6.0 - - - - 97.6 - - -
BFI 12.0 - - - - 95.2 - - -
BF2 12.0 - - - - 98.2 - - -
U2 6.0 - - - - 100.9 - - -
tJ3 6.0 - - - - 101.0 - - -
SOURCE 6.0 SOURCE 101.6 371.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
' DATE: 4/1/2008 C:\HASS78\CALLAWYPARKING.SDF
JOB TITLE: Callawy Golf Parking Structure
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -39.0 1.536 PL 16.00 PF 1.1
1 7.5 11.2 12.1 39.0 6.8 120 FTG ---- PE 0.0
2 7.5 11.2 13.2 40.8 0.070 TL 16.00 PV
Pipe: 2 -79.8 1.536 PL 16.00 PF 4.2
2 7.5 11.2 13.2 40.8 13.8 120 FTG ---- PE 0.0
3 7.5 11.2 17.4 46.8 0.263 TL 16.00 PV
Pipe: 3 -126.5 1.536 PL 16.00 PF 9.9
3 7.5 11.2 17.4 46.8 21.9 120 FTG ---- PE 0.0
4 7.5 11.2 27.3 58.5 0.617 TL 16.00 PV
Pipe: 4 -185.1 1.536 PL 3.00 PF 15.6
4 7.5 11.2 27.3 58.5 32.0 120 FTG ET PE 0.2
A 7.0 0.0 43.2 0.0 1.246 TL 12.54 PV
Pipe: 5 -39.2 1.536 PL 16.00 PF 1.1
5 7.5 11.2 12.3 39.2 6.8 120 FTG ---- PE 0.0
6 7.5 11.2 13.4 41.0 0.071 TL 16.00 PV
Pipe: 6 -80.2 1.536 PL 16.00 PF 4.2
6 7.5 11.2 13.4 41.0 13.9 120 FTG ---- PE 0.0
7 7.5 11.2 17.6 47.0 0.265 TL 16.00 PV
Pipe: 7 -127.3 1.536 PL 16.00 PF 10.0
7 7.5 11.2 17.6 47.0 22.0 120 FTG ---- PE 0.0
8 75 11.2 27.6 58.9 0.623 TL 16.00 PV
Pipe: 8 -186.1 1.536 PL 3.00 PF 15.8
8 7.5 11.2 27.6 58.9 32.2 120 FTG ET FE 0.2
B 7.0 0.0 43.6 0.0 1.259 TL 12.54 PV
Pipe: 9 -185.1 3.314 PL 16.00 PF 0.5
A 7.0 0.0 43.2 0.0 6.9 120 FTG ---- PE 0.0
B 7.0 0.0 43.6 0.0 0.029 TL 16.00 PV
Pipe: 10 -371.2 3.314 PL 152.00 PF 18.6
B 7.0 0.0 43.6 0.0 13.8 120 FTG T PE 0.0
C 7.0 0.0 62.2 0.0 0.107 TL 173.84 PV
Pipe: 11 -371.2 3.314 PL 120.50 PF, 19.5
C 7.0 0.0 62.2 0.0 13.8 120 FTG 4ET PE 0.0
D 7.0 0.0 81.7 0.0 0.107 TL 183.10 PV
Pipe: 12 -371.2 3.314 PL 83.00 PF 14.9
D 7.0 0.0 81.7 0.0 13.8 120 FTG 2ETB PE 1.5
E 3.5 0.0 98.1 0.0 0.107 TL 139.78 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 4/1/2008 C:\HASS78\CALLAWYPARKING.SDF
JOB TITLE: Callawy Golf Parking Structure
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 -371.2 6.280 PL 25.00 PF 0.4
E 3.5 0.0 98.1 0.0 3.8 120 FTG 2ET PE -1.1
F 6.0 0.0 97.5 0.0 0.005 TL 93.72 PV
Pipe: 14 -371.2 6.280 PL 15.00 PF 0.1
F 6.0 0.0 97.5 0.0 3.8 140 FTG E PE 0.0
U]. 6.0 0.0 97.6 0.0 0.004 TL 37.00 PV
Pipe: 15 -371.2 6.280 PL 6.00 PF 0.1
Ui 6.0 0.0 97.6 0.0 3.8 140 FTG EG PE -2.6
BF1 12.0 0.0 95.2 0.0 0.004 TL 33.00 PV
Pipe: 16 FIXED PRESSURE LOSS DEVICE
BF2 12.0 0.0 98.2 0.0 3.0 psi, 371.2 gpm
BF1 12.0 0.0 95.2 0.0
Pipe: 17 -371.2 6.280 PL 6.00 PF 0.1
BF2 12.0 0.0 98.2 0.0 3.8 140 FTG EG PE 2.6
U2 6.0 0.0 100.9 0.0 0.004 TL 33.00 PV
Pipe: 18 -371.2 8.044 PL 15.00 PF 0.1
U2 6.0 0.0 100.9 0.0 2.3 150 FTG ET PE 0.0
U3 6.0 0.0 101.0 0.0 0.001 TL 98.21 PV
Pipe: 19 -371.1 8.044 PL 375.00 PF 0.7
U3 6.0 0.0 101.0 0.0 2.3 120 FTG 3ETG PE 0.0
SOURCE 6.0 SRCE 101.6 (N/A) 0.001 TL 471.63 PV
NOTES (HASS):
Calculations were performed by the HASS 7.9 computer program
under license no. 27081246 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
The system has been calculated to provide an average
imbalance at each node of 0.009 gpm and a maximum
imbalance at any node of 0.179 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 32.2 ft/sec at pipe B.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 4/1/2008 C:\HASS78\CALLAWYPARKING.SDF
JOB TITLE: Callawy Golf Parking Structure
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A
Eli Tee LngEll ChkVlv BfyVlv GatViv AimChk
1.536 3.18 6.36 1.59 7.16 4.77 0.80 7.95
3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93
6.280 16.59 35.55 10.66 37.92 11.85 3.55 33.18
8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21
PAGE: D MATERIAL: DIRON HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Eli Tee LngEii ChkViv BfyViv GatVlv NPTee
6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00
NOTES (USER):
D N
DPVlv NPTee
7.95 6.36
18.93 21.84
33.18 35.55
32.21 36.37
WATER SUPPLY ANALYSIS
p
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
120.0
100.0
G
A
U
G
E 80.0
P
R
E
S
S .60.0
U
R
E
40.0
p
S
3.
20.0
mm
—14.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 4/1/2008 C:\HASS78\CALLAWYPARKING.SDF
JOB TITLE: Callawy Golf Parking Structure -
WATER SUPPLY CURVE
108+
*\\\\\\o\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-100.7 psi @ 1545 gpm
99+ Flow Test Point
90+
81+
P 72+
R I
S I
S I
S 63+
U I
R I
E I
54+
( I
P I
S I
I 45+
) I
36+
27+
18+ LEGEND
I
I X = Required Water Supply
'V
I 101.63 psi @ 621.1 gpm
9+
I 0 = Available Water Supply
101.51 psi @ 621.1 gpm
0++-+---+----+-----+------+--------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
tqcci Fire & Building
IlProducts
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
Series EC-1 I & EC- 14 - 11,2 and 140 K-factor
Extended Coverage (Light and Ordinary Hazard)
Upright, Pendent, and Rec Pendent Sprinklers
General
Description
The Series EC-11 and EC-14 Ex-
tended Coverage Upright and Pendent
Sprinklers are decorative glass bulb
sprinklers designed for use in light or
ordinary hazard occupancies. They
are intended for use in automatic
sprinkler systems designed in accord-
ance with standard installation rules
(e.g., NFPA 13) fora maximum cover-
age area of 400 ff2 (37,2 m2), as com-
pared to the maximum coverage area
of 130 ft2 (12,1 m2) for standard cover-
age sprinklers used in ordinary haz-
ard occupancies or 225 ff2 (20,6 m2)
for standard coverage sprinklers used
in light hazard occupancies.
The Series EC-11 and EC-14 Sprin-
klers feature a UL and C-UL Listing
that permits their use with unob-
structed or non-combustible ob-
structed ceiling construction as de-
fined and permitted by NFPA 13, as
well as a specific application listing for
use under concrete tees.
The Series EC-11 and EC-14 Ex-
tended Coverage Sprinklers have
been fire tested to compare their per-
formance to that of standard coverage
spray sprinklers. These tests have
shown that the protection provided is
equal to or more effective than stand-
ard coverage spray sprinklers.
IMPORTANT
Always refer to Technical Data
Sheet TFP 700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and in-
stallation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 8
Corrosion resistant coatings, where
applicable, are utilized to extend the
life of copper alloy sprinklers beyond
that which would otherwise be ob-
tained when exposed to corrosive at-
mospheres. Although corrosion resis-
tant coated sprinklers have passed the
standard corrosion tests of the appli-
cable approval agencies, the testing is
not representative of all possible cor-
rosive atmospheres. Consequently, it
is recommended that the end user be
consulted with respect to the suitability
of these corrosion resistant coatings
for any given corrosive environment.
The effects of ambient temperature,
concentration of chemicals, and
gas/chemical velocity, should be con-
sidered, as a minimum, along with the
corrosive nature of the chemical to
which the sprinklers will be exposed.
WARNINGS
The Series EC-11 and EC-14 Ex-
tended Coverage Sprinklers described
herein must be installed and main-
tained in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
Impair the performance of these de-
vices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
with any questions.
SEPTEMBER, 2004
Model/Sprinkler
Identification
Number
TV5137 - Upright, 11.2K
TY5237 - Pendent, 11.2K
TY6137 - Upright, 14.0K
1Y6237 - Pendent,14.0K
TY5137 is a redesignation for C5137,
G1894, and S2510.
TY5237 is a redesignation for C5237,
G1893, and S2511.
TY6137 is a redesignation for C6137,
G1896, and S2610.
TY6237 is a redesignation for C6237,
G1895, and S2611.
TFP22O
3/4" **
NPT
2-7/16"
(61,9 mm)
UPRIGHT &
PENDENT
J
ESCUTCHEON PLATE
SEATING SURFACE .1-i
CROSS
PENDENT SECTION
rim
1/2" (12,7 mm)
NOMINAL MAKE-IN
UPRIGHT
WRENCH
FLAT
Page 2 of 8
I - Frame
2- Button 3-Sealing Assembly
4-Bulb
5 - Compression Screw
6- Deflector
Temperature rating is
indicated on deflector
Pipe thread
connections per ISO
7/1 can be provided
on special request.
TFP22O
FIGURE 1
SERIES EC-1 1 AND EC-14 EXTENDED COVERAGE SPRINKLERS
11.2 K-FACTOR (TY5137) UPRIGHT AND (TY5237) PENDENT
14.0 K-FACTOR (TY6137) UPRIGHT AND (TY6237) PENDENT
SPRINKLER FINISH (See Note 5)
HAZARD TYPE TEMP. BULB
LIQUID,
NATURAL
BRASS
I CHROME
PLATED
WHITES
POLYESTERI
I I LEAD
COATED
LIGHT
Refer to Table B for
UL and C-UL
Sensitivity Rating
and
Refer to Table C for
FM
Sensitivity Rating
UPRIGHT
K=11.2 (TY5137)
PENDENT
K=11.2 ('57)
K14.0 (TY6237)
135°F157°C Orange
1. 2. 3** 4 155"F/68°C Red
175"F179"C Yellow
1, 2. 4 1. 2, 4 200"F/93°C Green
286"F/141"C Blue
REC. PENDENT
K=11.2 (TY5237)
K=14.0 (TY6237)
With Style 30
Escutcheon
135°F/570C Orange
1,2,3,4
1.2, 4
N/A 1550F/680C Red
1750F/790C Yellow
2000F/93"C Green
2860F/1410C Blue
ORDINARY
Refer to Table B for
UL and C-UL
Sensitivity Rating
and
Refer to Table C for
FM
Sensitivity Rating
UPRIGHT
K=11 1.2 (TY5137)
K=14.0 (TY6137)
and
PENDENT
K11.2 (TY5237)
K=14.0 (TY6237)
1350F/570C Orange
1.2,3,4
1,2,3,4 155°F/68"C Red
175"F/79"C Yellow
1,2,4 2006F/936c Green
2860F/1410C Blue
REC. PENDENT
(=11.2 (TY5237)
K=14.0 (TY6237)
With Style 40
Escutcheon
135"F/57"C Orange
1.2,4 N/A 155°F/68°C Red
175°F/79°C Yellow
200°F/93°C Green
NOTES:
1.1-isted by Underwriters Laboratories, Inc. (UL).
2.1-isted by Underwriters Laboratories, Inc. for use in Canada (C-UL).
Approved by Factory Mutual Research Corporation (FM).
Approved by the City of New York under MEA 177-03-E.
Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as
Corrosion Resistant Sprinklers.
Frame and Deflector only. Listings and approvals apply to color (Special Order).
Pendent Only.
N/A: Not Available
TABLE A, LABORATORY LISTINGS AND APPROVALS
TFP220 Page 3 of 8
LIGHT HAZARD
135°F 155°F 175°F 200°F 286°F
ORDINARY HAZARD
135°F 155°F 175°F 200°F 286°F
AREA STYLE
14 x 14 Up. or Pend. - - - - - SR SR SR SR
14 x 14 Style 30 Recessed - - - .- - SR SR SR SR
14 x 14 Style 40 Recessed - - - - - SR SR SR SR
16 x 16 Up. or Pend. OR OR* OR 0R OR SR SR SR SR
16 x 16 Style 30 Recessed OR OR* OR* OR* OR* SR SR SR SR
16 x 16 Style 40 Recessed N/A N/A N/A N/A N/A SR' SR SR SR
18 x 18 Up. or Pend. OR* OR OR* OR* OR* SR SR SR SR
18 x 18 Style 30 Recessed OR* OR OR OR* OR* SR SR SR SR
18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR
20 x 20 Up. or Pend. OR* OR* OR* SR SR SR SR SR SR
20 x 20 Style 30 Recessed OR* SR OR' SR* SR* SR SR SR SR
20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR
OR: Quick Response
SR: Standard Response
N/A: Not Applicable
* Does not apply to Upright K = 14.0
TABLE B
SENSITIVITY RATING FOR UL AND C-UL LISTiNG OF SERIES EC-1 I OR EC-14 SPRINKLERS
(SEE TABLED FOR PERMITTED K-FACTOR/AREA COMBINATIONS)
LIGHT HAZARD ORDINARY HAZARD
135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F
AREA STYLE
14x14 Up. orPend. - - - - - SR SR SR SR SR
14 x 14 Style 30 Recessed - - - - - N/A N/A N/A N/A N/A
14 x 14 Style 40 Recessed - - - - - N/A N/A N/A N/A N/A
16 x 16 Up. or Pend. 0R OR* N/A N/A N/A SR SR SR SR SR
16 x 16 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A
11606 16 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
1808 18 Up. or Pend. OR' 0R N/A N/A N/A SR SR SR SR SR
18 x 18 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A
18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
20 x 20 Up. or Pend. OR OR N/A N/A N/A SR SR SR SR SR
20 x 20 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A
20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
OR: Quick Response
SR: Standard Response
N/A: Not Applicable
* Pendent Only
TABLE C
SENSITiVITY RATING FOR FM APPROVAL OF SERIES EC-1 1 OR EC-14 SPRINKLERS
(SEE FM LOSS PREVENTION DATA SHEET 2-8N FOR PERMITTED K-FACTO(AREA COMBINATIONS)
SR
N/A
N/A
SR
N/A
N/A
SR
N/A
N/A
SR
N/A
N/A
Page 4 of 8 TFP220
Finish 2.
Sprinkler: Refer to Table A
Recessed Escutcheon: White Coated,
Chrome Plated, and Brass Plated
Technical
Data
Approvals
UL and C-UL Listed. FM Approved.
(Refer to Table A for complete approval
information including corrosion resis-
tant status. The approvals apply to the
service conditions indicated in the De-
sign Criteria section.)
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
3/4 inch NPT
Discharge Coefficients
K = 11.2 GPM/psi112
(161,3 LPM/bar"2)
K = 14.0 GPM/psi'/2
(201,6 LPMIbar"2)
Temperature Ratings
1350F/570C to 286017/1410C
Physical Characteristics
Frame .............Bronze
Button .............Bronze
Sealing Assembly ..........
Beryllium Nickel w/Tefiont
Bulb ........Glass (3 mm dia.)
Compression Screw .........
.......Bronze
Deflector ............Brass
Patents
U.S.A. Patent Numbers 5,366,022;
5,579,846; 5,584,344; 5,609,211;
5,862,994; and 5,865,256.
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, which then allows the sprin-
kler to activate and flow water.
Design
Criteria
The Series EC-11 and EC-14 Ex-
tended Coverage Sprinklers must only
be installed in accordance with the ap-
plicable UL and C-UL Listing or FM
Approval requirements as indicated
below. Only the Style 30 or 40 Re-
cessed Escutcheon is to be used for
recessed installation, as applicable
(Ref. Table A, B, and C)..
UL and C-UL Listing
Requirements
1. The Series EC-1 1 and EC-14 Sprin-
klers may be used for the coverage
areas shown in Table 0, based on
maintaining the minimum specified
flow rate as a function of coverage
area and hazard group for all of the
sprinklers in the design area.
The Series EC-1 1 and EC-14 Sprin-
klers are permitted to be used with
unobstructed or non-combustible
obstructed ceiling construction as
defined and permitted by NFPA 13.
For example:
Unobstructed, combustible or non--
combustible, ceiling construction
with a deflector to ceiling/roof deck
distance of ito 12 inches (25 to 300
mm).
Obstructed, non-combustible, ceil-
ing construction with a deflector lo-
cation below structural members of
1 t 6 inches (25 to 150 mm) and a
maximum deflector to ceiling/roof
deck distance of 22 inches (550
mm).
The Series EC-il and EC-14 Sprin-
klers having been specifically tested
and listed for non-combustible ob-
structed construction are permitted
to be used within trusses orbar joists
having non-combustible web mem-
bers greater than 1 inch (25.4 mm)
when applying the 4 times obstruc-
tion criteria rule defined under "Ob-
structions to Sprinkler Discharge
Pattern Development".
The minimum allowable spacing be-
tween the Series EC-1 1 and EC-14
Sprinklers, to prevent cold solder-
ing, is 8 feet (2,4 m) for upright sprin-
klers and 9 feet (2,7 m) for pendent
sprinklers.
The Series EC-11 and EC-14 Sprin-
klers are to be installed in accord-
ance with all other requirements of
NFPA 13 for extended coverage up-
right and pendent sprinklers. For ex-
ample: obstructions to sprinkler dis-
charge, obstructions to sprinkler
pattern development, obstructions
to prevent sprinkler discharge from
reaching hazard, clearance to stor-
age, etc.
UL and C-UL Specific Application
Listing Requirements For
Installation Under Concrete Tees
The Series EC-11 and EC-14 Ex-
tended Coverage Upright and Pendent
Sprinklers (TY5137, TY5237, TY6137
& TY6237) have a UL and C-UL Spe-
cific Application Listing for use under
concrete tees when installed as fol-
lows:
The stems of the concrete tee con-
struction must spaced at less than
7.5 feet (2,3 m) on center but more
than 3 feet (0,9 m) on center. The
depth of the concrete tees must not
exceed 30 inches (762 mm). The
maximum permitted concrete tee
length is 32 feet (9,8 m); however,
where the concrete tee length ex-
ceeds 32 feet (9,8 m), non-combus-
tible baffles, equal in height to the
depth of the tees, can be installed so
that the space between the tees
does not exceed 32 feet (9,8 m) in
length.
2. The sprinkler deflectors are to be
located in a horizontal plane at or
above 1 inch (25,4 mm) below the
bottom of the concrete tee stems.
When the sprinkler deflectors are
located higher than a horizontal
plane 1 inch (251,4 mm) beneath the
bottom of the concrete tee stems,
the obstruction to sprinkler dis-
charge criteria requirements of
NFPA 13 for extended coverage up-
right sprinklers applies.
FM Approval
Requirements
The Series EC-11 and EC-14 Ex-
tended Coverage Sprinklers are to be
installed in accordance with the appli-
cable Factory Mutual Loss Prevention
Data Sheet for limited use in buildings
of specific roof construction and for the
protection of certain specific ordinary
hazard (non-storage and/or non-flam-
mable or combustible liquid) occupan-
cies. Information provided in the FM
Loss Prevention Data Sheets relate to,
but are not limited to, hydraulic design,
ceiling slope and obstructions, mini-
mum and maximum allowable spac-
ing, and deflector-to ceiling distance.
These criteria may differ from UL
and/or NFPA criteria, therefore the de-
signer should review and become fa-
miliar with Factory Mutual require-
ments before proceeding with design.
Page 5 of 8 TFP22O
2-7/8" DIA.
1/2±1/8" (73,0 mm) 1/211 (12.7 mm)
(12,7±3,2 mm) 2-1/4" DIA. 1/411 (6,4 mm)
SPRINKLER
FACE OF (57,2 mm)
1/8"
MOUNTING
FITTING I (3,2 mm)
SURFACE MOUNTING
PLATE
CLOSURE
1-3/8" (34,9 mm)
1-1/8" (28,6 mm)
FIGURE 2
SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 30 RECESSED ESCUTCHEON
2-7/8" DIA.
5/8±1/4" (73,0 mm) 3/4" (19,1 mm)
(15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm)
FACE OF (57,2 mm)
SPRINKLER -) 1/8"
FITTING (3,2 mm)
/ MO UNTING OUNTING
SURFACE/ PLATE
CLOSURE —
1-3/8" (34,9 mm)
7/8" (22,2 mm)
FIGURE 3
SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 40 RECESSED ESCUTCHEON
-t
"FITTING SIDE"
TOWARDS SPRINKLER
FITTING
WRENCH
RECESS
(END "A")
FIGURE 4
W-TYPE 3 SPRINKLER
WRENCH
WRENCH
RECESS -
WRENCH
HEX
FIGURE 5
W-TYPE 22 RECESSED
SPRINKLER WRENCH
Page 6 of 8 TFP22O
GROUP I
ORDINARY HAZARD
0.15 GPMJFI2
GPM PSI
30 7.2
39 12.1
49 19.1
60 28.7
30 7.2
39 12.1
49 19.1
60 28.7
39 7.8
49 12.3
60 18.4
39 7.8
49 12.3
60 18.4
GROUP II
ORDINARY HAZARD
0.20 GPMIFT2
GPM PSI
39 12.1
51 20.7
65 33.7
80 51.0
39 12.1
51 20.7
65 33.7
80 51.0
51 13.3
65 21.6
80 32.7
51 13.3
65 21.6
80 32.7
LIGHT HAZARD
0.10 GPM!FT2
DESCRIPTION AREA GPM PSI
TY5137 (K=11.2) UPRIGHT 14x 14
16x16 30 7.2
18x 18 33 8.7
20 x 20 40 12.8
TY5237 (K=11.2) PENDENT 14x 14
16x 16 30 7.2
18x18 33 8.7
20 x 20 40 12.8
TY6137 (K=14.0) UPRIGHT 14x14 N/A N/A
16x 16 N/A N/A
18x18 N/A N/A
20 x 20 N/A N/A
TY6237 (K=14.0) PENDENT 14x14
16x 16 37 7.0
18 x 18 37 7.0
20 x 20 40 8.2
1 ft. = 0.3048 m
1 ft2 = 0.093 m2
1 gpm = 3.785 1pm
1 psi = 0.06895 bar
1 gpm/ft2 = 40.74 mm/mm
TABLED
FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-1 1 AND EC-14 SPRINKLERS
Step 1. The sprinkler must be installed Installation with the deflector parallel to the mount-
ing surface. Pendent sprinklers must
The Series EC-11 and EC-14 Sprin- be installed in the pendent position, klers must be installed in accordance and upright sprinklers must be in-
with the following instructions: stalled in the upright position.
NOTES Step 2. After installing the Style 30 or
Do not install any bulb type sprinkler if 40 mounting plate (or other escutch-
the bulb is cracked or there is a loss of eon, as applicable) over the sprinkler
pipe threads and with pipe thread liquid from the bulb. With the sprinkler
held horizontally, a small air bubble sealant applied to the pipe threads,
should be present. The diameter of the hand tighten the sprinkler into the
air bubble is approximately 1/16 inch sprinkler fitting.
(1,6 mm) for the 135°F/570C to 3/32 Step 3. Wrench tighten upright or pen-
inch (2,4 mm) for the 286 °F/141 °C dent sprinklers using only the W-Type
temperature ratings. 3 (End A) Sprinkler Wrench. Wrench
A leak tight 3/4 inch NPT sprinklerjoint tighten the recessed pendent sprin-
klers using only the W-Type 22 Sprin- should be obtained with a torque of 10
to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- kler Wrench. The wrench recess of the
mum of 30 ft.lbs. (40.7 Nm) of torque applicable sprinkler wrench (Ref. Fig-
is to be used to install sprinklers. ure 4 and 5) is to be applied to the
sprinkler wrench flats (Ref. Figure 1). Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
Do not attempt to compensate for in-
sufficientadjustmentin an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
. I
TFP22O Page 7 of 8
Care and
Maintenance
The Series EC-11 and EC-14 Sprin-
klers must be maintained and serviced
in accordance with the following in-
structions:
NOTE
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shutdown the
affected fire protection systems must
be obtained from. the proper authori-
ties and all personnel who may be
affected by this action must be notified.
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or otherwise
altered after leaving the factory. Modi-
fied sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
Frequent visual inspections are rec-
ommended to be initially performed for
corrosion resistant coated sprinklers,
after the installation has been com-
pleted, to verily the integrity of the cor-
rosion resistant coating. Thereafter,
annual inspections per NFPA 25
should suffice; however, instead of in-
specting from the floor level, a random
sampling of close-up visual inspec-
tions should be made, so as to better
determine the exact sprinkler condi-
tion and the long term integrity of the
corrosion resistant coating, as it may
be affected by the corrosive conditions
present.
The owner is responsible for the in-
spection, testing, and maintenance of
their lire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service in accordance with
local requirements and/or national
codes.
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS OR
IMPLIED. INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR-
POSE.
Page 8 of 8 ' TFP22O
Ordering
Procedure
When placing an order, indicate the full
product name. Please specify the
Sprinkler Identification Number (SIN),
quantity, and temperature rating. Refer
to the Price List for complete listing of
Part Numbers.
Contact your local distributor for avail-
ability.
Sprinkler Assemblies with NPT
Thread Connections:
Specify: (specify SIN), (specify K-Fac-
tor), (specify temperature rating),
(specify Pendent or Upright) Extended
Coverage Sprinkler with (specify fin-
ish), P/N (specify - from Table E. where
applicable).
Recessed Escutcheon:
Specify: Style (specify 30 or 40) Re-
cessed Escutcheon with (specify fin-
ish), P/N (specify).
Style 30 Recessed Escutcheon
Chrome Plated ............PSN 56-705-9-011 White Color Coated ........PSN 56-705-4-011
White (RAL9OIO). ......... PSN 56-705-3-011 Brass Plated ..............PSN 56.705-2-011
Style 40 Recessed Escutcheon
Chrome Plated ............PSN 56-700-9.010 White Color Coated ........PSN 56-700-4-010
White (RAL9OIO). ......... PSN 56-700-3-010
Brass Plated ..............PSN 56-700-2-010
Eastern Hemisphere sales only.
Sprinkler Wrench:
Specify: W-Type 3 Sprinkler Wrench,
P/N 56-895-1-001
Specify: W-Type 22 Recessed Sprin-
kler Wrench, P/N 56-665-7-001
PIN 51 - AAA - B -CCC
AAA = 893 (for TY5237
K11.2 Pendent)
AM = 894 (for TY5137
K11.2 Upright)
AM = 895 (for TY6237
K14.0 Pendent)
AM = 896 (for TY6137
K14.0 Upright)
B = I (for Natural Brass)
B = 3 (for White LRAL90101)
B =4 (for White Polyester)
B =7 (for Lead Coated
B=9(for Chrome Plated)
CCC = 135 (for 1350F/570C)
CCC = 155 (for 1550F/680C)
CCC = 175 (for 175°F179°C)
CCC = 200 (for 200°F/930C)
*Eastern Hemisphere sales only.
TABLE
PART NUMBERS FOR
EC-1 I AND EC-I4 SPRINKLERS
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
;%.I 0" Female
6¼ N.P.T. Both Ends
- I 20%" Wuth2½" N.P.T.6%"S½
LT
Outlets
I
o FIg. 5890
Wr Femals
N.P.T. Both Ends
With 2½" N.P.T.
Outlets
I 5~" 7-19-95 I i
POTTER ROE MEMBER I cam Potter-Roameremer for current Istlnge and approval
'' "Cerritos, CaLfonda I Dimensions maSU*Ct to matndadurera tolerance
Wood Dale, Orwwb
Allento. Qwripla a" for use of superseded or
respon-
FiRE PPOVECrWN EOURE41ENT The praised= Preductill
ROOF FIRE DEPT. OUTLET CONNECTIONS
REGULARLY FURNISHEOr Cast brass body with tamale N.P.T. Inlet and mate N.P.T. outlets. Type and
size of inlet and number of outlets as selected by Figure Number.
VARIATION: 0 —M with mate hose thread, specify thread
TWO-WAY-MALE OUTLETS
dj J :DJ
O Fig. 58T0Was ......Backlnlet GFIg5875Series ............Anglelniet
Inlet Locution
Inlet
an
Outlet
am A B C 0 £ F B Rg. ML
Angle
RINo.
- 5871 - 5875 4 2½ 7 5 5 7 6 5 5
- 5872 - 5877 6 2½ 9 7 71A 10 8 7½ 5
- 5873 - 5878 4 3 8½ 7 5% 9 6½ 41A 514
5874 5879 6 3 91h 8½ 7½ 10¼ 8½ 7½ 5¼
THREE-WAY-MALE OUTLETS
0
wrT EKE?
0 FIg. 5880 Series ...... Back Inlet 0 Fig 5885 SerIes ............Angle Inlet
WdLoodim
Sim
ln9ut
She A B C 0 E F 0 P'FIg. Oak
No. V' Anile
Ri No.
5816 4 2½ 11 9 5¼ 83A. 7½ 5¼ 5
- 5882 - 5817 6 21h 11% 9½ 7¼ 11% 91h 7½ 5
5811 - 5858 4 3 123A 8A 51A 12¼ 8~ 7½ 5
5584 5589 6 3 141A 8~ 7½ 11% 8~ 7½ 5
RI. UlMIUI'lb IN
THREE-WAY-FEMALE OUTLETS
OPTIONAL FINISHES: THREADS:
D—B Polished Brass DN&T.
0—C Rough Chrome Plated fl Other__________
0-0 Polished Chrome Plated
1 an
Moll OPM
A I C C 0 6
1½ 2¼ 3½ 6½ 7½ 2½ 2
2½ 3½ 5 9½ 11½ 3½ 2~
POTTER ROEMER . Cerritos, California
Neuman
fl jUnlon,NewJersey
FfrS Piallseflafl PredUCtS I _
HOSE VALVES
ANGLE
FEMALE X MALE DOUBLE FEMALE
REGULARLY FURNISHED: Cast brass valve
with red hand wheel. Female N.P.T. inlet X male hose thread
outlet 300Ib fated
04060 .................................. 1¼°Size 04065...................................2½" SIze
OPTKMUkLFMMDM
0—B Polished Brass —c Rough Chrome Plated 0-0 Polished Chrome Plated
VARIATIONS: Extended stem up to 240. SPECIFY length
¼" petcock SPECIFY location
I I' Me
cisswio.
A I C C 0 E
[ 1½ 21A 3½ 6½ 7½ 2½ 2
I 2½ 3½ 5 9½ 11½ 3½ A6
REGULARLY FURNISHED: Cast brass valve
with red hand wheel. Female N.P.T. inlet and outlet. 300 lb. rated
Fl 04070 .................................. two size
04075 ..................................2½" Size
THREADS
0 N.S.T. Other -
ALL DIMENSIONS IN INCHES 10-_A
ADJUSTABLE PRESSURE
RESTRICTING ANGLE VALVE
FEMALE X MALE
REGULARLY FURNISHED: Cast brass valve
with red hand wheel with pressure restricting feature. Female
N.P.T. inlet X male hose thread outlet. 175 lb. rated. Furnished
with field setting chart.
Fig. 04050 .................................. 1½"Size
04055 .................................. 2½"Size
DOUBLE FEMALE
REGULARLY FURNISHED: Cast brass valve with red hand wheel with pressure restricting feature. Female
N.P.T. Inlet and outlet 175 lb. rated. Furnished with field setting
chart.
Fig. 04090 ..................................1½"Size 04095 .................................. 2½"Size
ALL DIMENSIONS IN INCHES
CAST BRASS CAP WITh CH*IP1. CAST BRASS R.AN WITH SETSCREW
Fig SIze CAP VARIATION: Fig SIze 0.0.
04615 .........1½" 0 With Rocker Lugs OA 0 4711 ......1W ..........3"
04825 .........2½" .....j 04712 ......2½" ..........6¼"
Thmads 0 N.aT. 0 Other_______
DATE OPTIONAL FINISHES: 0—B Polished Brass RGU NUMOEfl
1-25-90. 0—C Rough Chrome Plated 0-0 Polished Chrome Plated IIIIIIIIIIIIIIE.,. I -. EECq Is LZ
9 Tji!E ®®Uj]i
25 28.0 1.8 2.40 91 1,060 1,211 1,228
1%' 1.452 1.46 2.25 61 2,019 2,307 2,226
32 36.9 2.3 3.35 61 917 1,048 1,058
1W 1.687 1.76 2.84 61 2,409 2,753 2,684
40 42.8 2.8 4.23 61 1,094 1,250 1,294
2 2.154 2.35 4.06 37 1,959 2,239 2,173
50 54.7 3.7 6.04 37 890 1,017 1,041
2W 2.581 4.08 6.34 30 2,571 2,939 3,060
65 65.5 6.05 9.45 30 1,168 1,335 1,390
3* 3.200 5.01 8.49 .19 1,999 2,285 2,380
80 81.2 7.43 12.7 19 908 1,038 1,081
* XL only
Xl:/BLT 0
Galvanized and Black Lightwall Threadable Pipe
The original "Galvanized" and "Black" Threadabie Lightwall pipes with exceptional hydraulics and economy.
XL®IBLT®'s proven hydraulic
advantage and lighter weight adds value lIPS Nomiasl I.D. Wt. WI. (N20 Filled) PalWt,Uft (21') WtUft (24') Wit (251) to any system. When you need a proven In; mm In; mm Lbs/Fl; Kg/rn Lbs/fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg sprinkler pipe, specify XL(BLT.
1• 1.104 1.13 1.61 91 2,333 2,667 2,570
XIJBLT pipe are an exceptionally
strong steel sprinkler pipe of the class
generally known as "lightwall
threadable pipe". Its wall thickness is
less than that of Sch-40 or Sch-10, but
the cold forming process undergone in
manufacturing gives XLJBLI pipe
mechanical strength characteristics
equivalent to those required for Sch40.
It is designed for use in wet, dry,
preaction and deluge systems. XIJBUf
can be joined with threaded couplings
(when in accordance with ANSI
B 1.20.1), roll grooved or plain-end
couplings, or welded joints.
XL) BIT products have metallurgical
properties which provide excellent
fabrication characteristics for end prep
finishes, welding and roll grooving. No
special process or equipment are needed
for fabrication and installation.
XL is manufactured with galvanized
coating.
BLT is black lacquer coated.
The internal surface of all black Allied
Tube & Conduit Fire Sprinkler pipe
products up to 4.5000" in diameter is
coated with our new Antibacterial
Formula, "ABF'. In scientific laboratory
test, ABS proved to have superior
resistance to microbial colonization of
pipe walls, thereby delaying or possibly
preventing the onset of
Microbiologically Influenced corrosion
(MIC) when the First Sprinkler System
is first installed.
XIJBEI pipe is manufactured to meet
ASTM A-135, Grade A for fire
sprinkler applications up to 300 psi
working pressure.
@ <~> 9
Listed Approved Listed
It is UL listed for wet, dry, preaction
and deluge systems, and FM approved
for wet sprinkler systems. XUBUI is
ULC listed for wet, dry and preaction
systems. All threaded and welded
fittings are approved in accordance with
NFPA 13.
FM requires 12' maximum hanger
spacing for XIJBLT. C-Factors for XU
BIT are 120 for wet systems, and
C=100 for dry systems. Refer to Hazen-
Williams charts for accurate flow
comparisons.
XLJBLI' pipe offers the maximum
hydraulic advantage of any available
threadable sprinkler pipe. Its inside
diameter is up to 5% larger than Sch-40.
The use of XIJBIT in conjunction with
Dyna-Flow pipe, can dramatically
improve the flow characteristics,
thereby increasing the potential for
"downsizing" system components.
The clean surface quality of XLIBLI is
readily paintable. The lighter weight of
XLJBLF is a distinct advantage for
retro-fit installations and can also
reduce labor costs.
tqco
a vital part of your world
() allied 16100 S. Lathrop • Harvey, IL 60426 Customer Service:
11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882.5543
TUBE & CONDUff 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806
S4 -3
DynawFlow '
High Strength Steel Pipe
The onTginal gb-st,e4gTh 11g$)twall 8pdfl1de1p19e with hydraulics aupenor to Schedule-i 0.
1*/Jul
Dyna-Plowpipeis the 9irgiaF
high-strength ligitwall spunkier pipe.
DyntrFlOW has OUtst 11&liflf hydraulic
capabilities and is recognized as Ibe
most popular alternative to Sthedule-10
pipe. I -ig itwelgl1 easy to cut and easy
to handic for ISIMU*tia). Dyna-Flow
Is a valuable addition to any &e
protection system.
With an inside diameter of up to 11%
larger than Scbndule-40 and up to 7%
larger Iban Schedule-W, Dyna-Plow
pipe hydraulies are Mepdamal. Larger
LD.s enable Dyck-Flow, and related
conuporents, to be down-sized within
the syatuis increasing the potential
for job cost savings. For complete,
)fazen-WlJlianLs charts, refer to
"Dyna-How Hydraulic Data Thbles."
Pmet N WVfl WM P WVW W4
WS 1.0 N29flflsd Uft ' 24' we
* i. 1.191 0.830 1.31. 91 1586 1812 2.888
.25 30.3 1.2 1.95 91 71.9 822 856
12W 1.536 1.059 1.87 62. 1356 1550 1615
.32 39.0 1.6 2.78 61 62.5 703 733
*1W 1.728 1.667 2.71 2135 2440 2542
*40 43.9 2.5 4.03 968 1107 1153
2 2.203 2.104 3.79 37 1634 1868 1946
* 50 56.0 3.1. 6.64 37 741 847 883
*2W 2.703 2.564 5.1.0 30 - 1615 1.846 1923
*65 68.7 9.8 7.59 30 72 837 872
* 3 3.314 3.387 7.18 1.9 1351 2.544 1608
.80 84.2 5.0 10.89 19 613 700 729
a4 4.310 4.473 10.86 1.9 - 1784 2039 21.24
*90 109.5 6.7 16.16 19 809 925 963
r.r.rnr1Iriron,
T.%h?welglg and easy to Install,
resulting in mote efficient use of
your freight and labor dollars.
Piovldes stability needed to
comply with standard banger
spacIng (15 ft O.C.) per NFPA.
Specifications & Approvals
Dyne-Flow/Super Plo pipe is
iii....fØm4 to meet ASTM
A-795 Type E. Grade AaIICI1S1D
compllaie with NPPA-13 aid
NFPA-14. All sizes of Dyne
Flow/Super Flo are UL Listed, FM
Approved and tf Lisie
Coatings & Fabrication
Dyna-Plow produM are coated with
an crunentaliy *ovcd and
specially fwnibtrd modicd-aciyllc or
wder4azedl coadflg. This durable costing
is paintable 7be black costing acts as
anllentvand1sresistantto
weathering and U.V. degradation from
outdoor storage.
Metallurgical prop1les provide eacdilent
fiibiicatiou characteristics for enditcp
finishes, welding and roll grooving. No
special process or equlpn1t are needed
for fabrication and lnstalbtkm.
1aIed .n 4C4It
Dyne-Flow/Super Flo Is UL/LJLC
LAsted for use with roll grooved,
plain-end couplings, and welded
joints for wet, dry, preacilon and
deluge systems. It Is PM Approved
for roll grooved, plain-end, and
welded joints for wet systems.
Refer to appropriate docunnrazIon
lbr up-to-date listing and approval
information. Dyne-Flow/Super Ho
Is now available '1b0t-dIp"2alvazthul
and has been spcciücafly approved
by FM fur dry systems uses.
Available in Standard lengths
for your aonv or can be
ordered in custom lexgths
Won approval.
Fast cutting and welding, as well
as easy roll grooving and and
_un.
-
AviIaIe in Factory roll grooved
form for quicker shop turnaround.
Clean, durable mill coating
provides longer "shelf ffe and
acts as an excellent pdmer for
custom paint applications.
16100 S. LMhmp 11350 Norcom Rd. 2525 N. 27th Ave. ______ Harvey, II. 60426 PhiladelphIa, PA 19254 Phoentir, AZ 55009 14N008826543
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N- Wt PeW VRAM WUM WVU!t
NP5 i.D. itoOFUtod We -- W 24 25'
k V 1-122. 0.830 1.31 91 1586 3312 1886
* 25 30.3 1.2 195 92. 71.9 Am 856
a 14 1-536 1.059 2.87 61 1.356 1551) 1615
*32 39.0 1.6 2.78 01 - 625 703 735
a 1½ 1.728 1.867 2.71 62. 2135 2440 2542
*40 43.9 2.5 4.03 61 958 1207 2.153
a 2' 2.203 2.2.04 3.70 37 1534 1555 2.946
50 56.0 3.1 5.64 37 742. 847 883
*2W 2.703 2.564 5.10 30 1615 1846 IBM
.66 68.7 3.8 7.59 - 30 738 837 872
a 9" 3.324 3.387 7.18 1.9 1351 1544 1608
.80 84.2 5.0 10.69 19 82.3 700 - 729 - 4" 4.311) 4.473 10.86 19 1.784 2038 2128 90 109.5 6.7 16.16 19 809 925 963
w_j U U i
Sptlrider Cordinctor Date;
Engineer Specifca Reierenoe: SyawrnTyw
Installation
Threaded Fittings
C Ductile Iron - 800 Seri;w es
ANSI B16.3
Manufactured by: Central Grooved Piping Products, Inc. a subsidiary of Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania) 9W
Product
Description
Central Ductile Iron threaded fittings
conform to ANSI B16.3 and are
higher in strength and more corrosion
resistant than cast iron fittings. The
additional strength is provided by the
ductile properties making up the
fitting. This is accomplished by
adding magnesium while the iron is
being poured into its final cast shape.
,. -.. This provides an advantage as the
fittings are not as susceptible to
leaks or cracking and they are also
lighter than standard cast iron.
Caution: Installers who have not
used ductile Iron threaded fittings
before should be Instructed that
the fitting is stronger than the pipe
and over-tightening the lifting can
create leaks and cause damage to
pipe threads. In general, there is
about one-half a turn difference
between cast iron and ductile iron
fittings. Apply Teflon tape or high
quality pipe joint compound on the
pipe threads and tighten two to.
three turns beyond hand tight. If
you are using an automatic make-
on machine, please exercise
caution in setting your machine to
the proper parameters prior to
tightening fittings onto the male
pipe threads.
Technical
Data .
Model: 811, 812, 813, 814, 815, 816,
817,818, 820,825, 825B,
827,830,719
Style: Elbows, Tees, Unions, Caps,
Extension Pieces, Bushings,
Couplings and Plugs
Wrench: Standard Pipe Wrench
Thread: N.P.T.
Material: Ductile Iron
Maximum Working Pressure: 300 psi
Weight: See Chart
Approvals
Approvals: U.L., U.L.C., F.M.
(See Central Grooved submittal
sheet for exact Listing/Approval
Information.)
Apply Teflon tape or high quality pipe
joint compound on the pipe threads
and tighten two to three turns beyond
hand tight.
0
No. 214.0
fli*pøI Ii.dI II.. ..d l
Extanalon Plaaa - Ib,lnl g
Size A
WL
PartS (lbs.)
Box
Oty.
'/axl'/a 11/a 72751 .20 300
'hx2 2 72980 .27 250
3/4x 1/a 11/2 72981 .22 250
314x 2 2 73982 .31 1 200
I
Size A I B
-
Part 8 Wrench (lbs.
Wt.Boii]
Oly. Ii X'/a I 86228 11/4 .38 2ö0j Li x 9/4 86229 11/2 .53 110
Reducing Coupling
Model 816
Reducing Coupling - Model 816
p
Size A B C
--
D Part 8
WI.
(lbs.)
Box
Qty.
1 11/ 1h/ 13/ 86284 .97 45 11/4 1/4 1I4 Vhs 11Iis 86285 1.59 25
1 V2 115/i. l'/4 1I4 1/,. 86286 1.89 20 2 21/. 21/4 11/a 11/2 186287 2.93 10
1'/4 X 11/4X I X ill/Is 19/1 1 7/ 86289 1.25 30
V/2 a 1I2 X X 1'/ts 1°/e 1'!. 15f 86322 1.48 24 2x2x1 xl 2 ii4fii. 1 86291 1 2.64 1 10
Hex Bushina - Modal 527
Size A -Part S
WI.
1 (lbs.)
Box
Qty.
1X% 11/1. 72728 .22 280
1 x3/. IV,. 72762 .18 280
11/.x1 1/i. 72763 .31 150
l'/axl 1,/. 72757 .53 100
iVax 11/4 11/4 72764 .35 100
2x1 80
2Xi'/4
1/e 72759t75
1/. 7276169 80
2x 11/a 1/, 7277562 - 80
Hex Bushing Bushing
Model 827
Brass Seat Union - Model 830
Iron Union
Model 830
Size A B PartS
WI.
(lbs.)
Box
R9 7i _
13/a
ft.
1'!. 86207 .47 110
3/4 2 Wi. 86275 .66 80
Brass Seat Ductile I 2/i. 86276 1.08 50 11/4 21/a 1Ii. 86277 1.54 35 11/a 25h 1/,. 86278 2.03 25
2 3'/. 1°/. 88279 3.15 18
Can - Modal 820
Size A PartS
WI.
(lbs.)
Box
Qty.
1/3 % 72776 .15 500
72777 .22 300
1 13ho 72824 .33 180
11/4 VI,. 72756 .54 110
l'/a 1% 72822 .68 80
2 1'h 72823 .96 45
2V3 1I. 72825 1.80 25
Size A Part#
WI.
(lbs.)
Box
City.
1/ 15/i, 86292 .10 500
3/4 11/. 86293 .18 300
1 11/4 86294 .28 200
11/4 VI. 86295 .50
1'/a 1'/,. 86298 .70
2 q4S 1'!. 86297 90
. 1
Cap
Model 820
Ductile iron Plug
Model 719
Extension Place Brass Extension Piece - Model 8255 Model 825 & 8250
[1/ax 1 1 72826 .08 Sao
1/2X 11/4 11/4 72827 .10 490
['taxi Va 1'/a 72828 .13 490
Vax 2 2 22445 .18 250
211A,1_22446 .22 250
]tCI
Straight Coupling
Model 818
Stralaht Counilna - Modal 515
Size A I S Part S Wrench
Wt.
(lbs.)
Box
Qty.
/a VI. /is 72779 1/e Is 360
3/4 16/s °/ 72778 1/. .26 200
1 1/4 3f 72755 111/is .44 1 110
11/4 2 ON 72754 2 .54 1 75
11/2 72753 21I4 .71 1 60
2 2/., 1'/. 72752
21/a 3 /. 72758
2
LIEU
3
fluetlla Iran Pitra - Un.II 710
900 Elbow - Model 811 :
90° Elbow
Model 811
size A B C D Part
WI.
Lbs.
Box
(My.
314X ,Ia 18/,. 13/16 5/ I. 86342 .33 160
1 x 1/2 11/4 1% she "lie 86210 .44 110
1 x 3/4 1% 17/is "/ie 'Ia 86211 .53 90
1I4 X Vs 1/,. 11I2 /a 15/, 86212 .64 75
11/4 x 3/4 17/1@1 1% 3/4 1'/. 86213 75 60
11/4 X 1 i°/. 1"!,. 'I. 1 66214 .77 55
1'!. X 3/4 1'/a 1I4 3/ 1 she 86221 .95 45
1112 1 1'!. 1W1. 'I. 1'I. 86215 .99 40
1 'Ia X 11/4 118/,. 1,/. 1'!. 13/to 86216 1.14 35
2 X 3/4 13/. V5/ie Is 13!. 86217 1.39 30
2 )cl 13/4 21/t. 2 13/,. 186218 11.581 25
2 x 11/2 2 23/t. 11/4 17/16 186220 11.671 20
23/ax 2 2/. 2/. 11/4 1'/. 86262 13.011 157
900 Reducing Elbow - Model 812
900 Reducing
Elbow
Model 812
45° Elbow - Model 813
t
A
45° Elbow
Model 813
Size A B PartS
WI.
(lbs.)
Box
Qty.
1/ /. 86780. .22 250
3/4 1 /ie 86781 .33 150
1 13/. Wi. 86280 .48 90
11/4 1/i. 3/. 86281 .73. 50
13/a 17/i. "Ii. 86282 .93 35
2 1"/te 13/,, 86283 1.55 18
2'/a 1 1'3/,, 1 86782 2.70 12 -
Tam - Modal 514
+ L
Ductile Iron Tee
Model 814
Size A B PartS
WI.
(lbs.)
Box
Qty.
1/ 1'/e she 86340 .33 150
3/4 1/io 5/4 86341 .50 90
1 13/a "/. 86230 .85 60
1'/4 1'/. 1'!,. 88231 1.30 35
It/. 113/t, 13/,. 86232 1.63 24
2; 21/ i'/s 86233..2.63- 12
21ia 2"/,. Ishi 86234 4.55 8
--
Ductile Iron Ton - Reduelna - Model 515
Size ABCD E F PartS
WI.
Lbs.
Box
Qty.
3/4X 3/X'/a 1/,, 1/ae 11/4 /e '/. h1/, 86235 .46 95
'i.X 3/4X 1 17/ie 1!,. i'/, 7/, 7/ 11/,• 86755 .68 65
I x'/.xl 1'/a 1/, 1'/a 13/,, 18/, '3/i. 86236 .70 55
1 X 3/.x /a 11/4 I 1/,. 1/, ofto I Na '3/i. 86756 .63 80
I x 3/4X 3/ 1/. 13/i. 1l,. "It, 3/4 7/ 86757 .68 65
I x /. x 1 13/a 17/i, 11/2 13/, 7/, 13/ 86237 .77 55
1 x 1 x t/ 11/4 11/ 1/, she ON Wià 86238 .66 65
1 x I x 8/4 1/. 1/6 1'/,. "/, "I,. 'I. 86239 .73 60
1 X 1 X 13/4 "ii. i"! 1°!,. 1 1 7/ 86240 .97 45
1 x x 1'/a I 13/,e 11 / 1/e 11!. 1'/, 7/ 86241 1.141 35
1'/4 X 1 X 3/a '/Ii 13/4 19/, °/. she 1 86242 .81 50
11/4 X 1 X 3/4 1/,e 1% 16/, 3/4 "It. 1 'h. 86243 .90 50
V/4 xi X 10/,. 1'/2 1 h1/,, /, '/,. 1 86244 1.03 45
1/4 x 1 x 11/4 1/4 i"/a 1/. i'/a. 1 i'/i. 88245 11.10 40
1'/4 xi X 1V i'/. 1'/, 1W,. 13/,. 1'!. 13/i, 28246 1.43 30
11/. x 13/4 x 1/a 13/. 1/. is!,. 11/1, . '/i, 1 86247 .87 45
1/4 x 11/. X 3/4 17/10 17/e 1% 3/4 3/ 1'/. 86248 .96 45
1'!. x 11/4 x 1 19/i, 19/i. 1 "It. 'I. 'I. 1 86249 1.10 40
11/4 x 11/4 x l'/a 1'/, 17!, 1W 1'/. 1"At 1'/t. 86250 1.50 30
i'/l X 11/4 x2 23/, 23/6 2 17/,, 17!. V/6 86251 2.00 24
lVa x 1 x Ia 17/,, 15/a. 111/,. 11/i. 5/, 1'!. 86252 .97 40
11/a X 1 X 3/4 1 'Ia 13I. 1l4 3/4 f/, 1/,, 86253 1 1.14 40
1V xl xl i°/, 1'/a iWi. 7/ "it, 1'/a 86254 1.14 30
11/2 x x 1'/a 15/,, 1'/ 1'/,. 1/,. 1'/s 13/te 86255 1.52 30
11/a X V/4x '/2 1/i. 1/,e III/is "Ii. 3/, 1'/. 86257 1.03 40
1'/a X 13/4 X 2/4 1'/a 17/e 12/4 3/4 3/4 86258 1.10 40
1'/ x 1'/. X 1/, 19/18113h.1 7, 7/e 13/, 86259 1.31 30
11/6 x 13/. x 2 2/,. 2'/, 2 1'/,, 1/,. 1i4 86260 1.94 20
1,/a X i'/a X 3/a 1'/i. 1,/i, 1'/,, "lie "li. 1'/, 86261 1.14 35.
11/a X 13/aX 9/4 V/a 11/a 1/4 3/ /e 1'/,, 86262 1.23 35
1'/2 X 1'/aX I 1°/. 1°!. 1'/,, 'I. 'I, 1'/, 86263 1.38 30
1/a X1'/iXl'/, 1"/, 17/. 11/i, 1'!,, j3/,, 86264 1.50 30
I 3/a X V/ax 2 23/to 2/,. 2 17/i. 1'/i. 11/4 86265 2.00 20
2 x 1 x 2 21/4 2 21/. 1'/a 15hol i'/a 86266 12.181 15
2x 1'/x2 21/ 2'/. 23/4 11/a 17/. 13/a 86267 12.311 15
2 x 1'/,x 'Ia 11/3 17I. 1'!, 3/4 u1/, ls/,, 86268 11-501 30
2 x 11/2 x 3/ 1/, 11/2 115/,, 7/6 3/ 1/, 86269 11.61 25
2 X 1'/s X I 1/4 1/. 2 1 7/6 1°/i. 86270 1.65 20
2 X I Ih x 1'/a 21/i. 1'°/, 23/,. 15/i, 13/,. 1'/,, 86272 2.03 20
2 x V/ax 2 21/, 2/,, 23/. 1/a f7/,e 1'/a 86273 2.37 15
2 X 2 X 'Ia 11/2 11/2 1'/. 3/4 3/ 15A. 86222 1.50 30
2 x 2 x 3/4 1°!,. 1°/, 110/1. 7/, 3/6 1/. 86223 1.67 20
2*2 x t 13/. 13/ 2 1 1 16/,. 86224 1.91 20
2 X 2 x 1114 11/e 1'/, 2'!. 1'/, VI, 1'/,e 86225 2.05 20
2 X 2 X 11/. 2 2 Vie 11/4 11/4 1'/a 86226 2.11 15
2 X 2 X 21/6 2°f, 23/. 23/. 1/4 17/, 1'/t, 86227 3.67 10
2'/a x 2 X 3/4 1/. 1°/s 2°/i, /, le 13!4 86274 2.22 15
2
10.03-lA
No. 001 No. 003 No. 002 No. 006
9V Elbow 4V Elbow Straight Tee. Cp_______
SIZE Aprx. Aprx. Aprx. Thickness Apnt.
Nominal C to E Weight C to E Weight C to E Weight UT" Weight
Inches inches Each Inches Each Inches Each inches Each
Actual mm mm LbsJkg mm LbsJkg mm LbsJkg mm LbsJkg
11/4 - - - - - - 0.82 0.3 42.2 - - - - - - 21 0.1
1½ - - - - - - 0.82 0.4 48.3 - - - - -. - 21 0.2
2 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 60.3 70 0,8 51 0.8 70 1,1 22 0,3
2½ 3.00 3.1 2.25 2.2 3.00 .36 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5
76.1 mm 3.00 1 76
3.30
1 1.5
2.25
51
2.4
1.1
-
-
-
-
-
-
-
-
3 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2
88.9 86 1.8 64 1 1.4 86 2,4 22 0.5
4 400 6.7 3.00 5.6 4.00 8.7 1.00 2.4 114.3 102 3.0 76 2.5 102 3.9 25 1.1
5 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1
141.3 124 5.7 83 3.8 124 t 7.1 25 1.9
6 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 168.3 140 1 8.3 89 5.3 140 10.3 1 25 1 2.1
8 6.81 25.5 4.25 20.4 6.94
1
38.7 1.13 12.7
219.1 173 1 11,6 1 108 9.3 176 17,6 29 1 5.8
DIMENSIONS
.'C to E1
I
No. 001
C !- to El
IWO
to
No. 002
No. 003
10
No. 006
\j(ctaulic
An 09001 certIfied company
FireLock"
Fittings
PRODUCT DESCRIPTION
Patented .® See Victaubc
publication 10.01
ftir details.
FireLock products com-
prise a unique system spe-
cifically designed for fire
protection services. Fire-
Lock full-flow elbows and
tees are a CAD-developed,
hydrodynamic design that
has a shorter center-to-end
dimension than standard
fittings. A noticeable bulge
allows the water to make a
smoother turn to maintain
similar flow characteristics
as standard full flow fit-
tings.
FireLock fittings are
designed for use exclu-
sively with Style 005 Fire-
Lock couplings. Use of
other couplings or flange
adapters may result in bolt
pad interference.
Victaulic FireLock fittings
pressure ratings conforM to
the ratings of Victaulic Fire-
Lock Style 005 couplings.
Victaulic World Headquarters. P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 1-800-PICK VIC. FAX: 610/250-8817 • wwv.victauIic.com
1539 Rev.0 3101 0 Registered Trademark of Victaulic 0 Copyright 1999 Victaulic Printed in U.S.A.
'
FLOW DATA Frictional Resistance
Equivalent Feetlmeters of Straight Pipe ______________ SIZE Straight Tee Nominal
Inches 90° Elbow 450 Elbow No. 002
Branch Run Actual mm No. 001 No. 003
2 3.5 1.8 8.5 3.5 60.3 1.1 0.5 2.6 1.1
21h 4.3 2.2 10.8 4.3 73.0 1.3 0.1 3,3 1.3
76,1 mm 4.5 2.3 11.0 4.5 1.4 0.7 3,4 1,4
3 5.0 2.6 13.0 5.0 88.9 1.5 0,8 4.0 1.5
4 6.8 3.4 16.0 6.8 114.3 2.1 1.0 4.9 2.1
5 8.5 4.2 21.0 8.5 141.3 2.6 1,3 6.4 2,6
6 10.0 5.0 25.0 10.0 168.3 3.0 1.5 7.6 3,0
8 13.0 5.0 33.0 13.0 219.1 4,0 1,5 10.1 4.0
I ne now oats iisteo Is ossea upon me pressure amp or bcneatue 41) pipe.
MATERIAL SPECIFICATIONS
Fitting: Ductile iron conform-
ing to ASTM A-395, grade 65-
45-15, and ASTM A-536. grade
65-45-12.
Fitting Coating: Orange
enamel
U Optional: Hot dipped
galvanized
This product shall be manufactured by Victaulic Company. AU products shall be install d in accordance with current Victaulic instaliationlassembly Instructions.
Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations.
10.03 -2
Anvil Star Interior Page 1 of 1
Fire Products OMsion
A Division of Anvil' International. Inc. Locate Part No.- (800) 301-2701
Ji gJlaic €iliftxl
Figure: 7000
FPDF Submittal Sheet] Page 1 of 2; Go to Page: f1L(I
Figure 7000* Lightweight Flexible Coupling
The Figure 7000 Ughtweiglti Cäupflng is designed for applications where
system flenibUity is desired.
The Figure 7000 Lightweight Coupling Isopproximoroy 30% tighter In
weight than the Figure 7001 Coupling. Working pressure ratings shown
are for reference ardy and are based on schedule 40 pipe. For the latest
UL/ULC Listed and FM approved pressure ratings versus pipe schedule see
www.cuwllstor.com or contact your local AnvilStar Representative.
The Figure 7000 Lightweight Coupling with a DI.SEAL° C Style, Grade
r Type AH gasket (coupling is easily identified by purple nuts) is intended
for use in Ike protection systems when installed in accordance willi NFPA
Standard 13 'SprTnliter Systems?
o
'Wbcn ordering, evic to product as FPi'ooa
Gaskets: Materials (Specify when ordering)
Flush gap gaskel available
PropertieS as designated In accordance with ASIN 0-2000
U ORI-SEAL äC Style Grade E°, Type W Gasket (Violet c
40F to 1502F (Service Temperature Range)*10'C to GB
Recommended for wet and dry(oil lice air) pipe the proti
Mar systems. For dry pipe systems and freezer appllcatio
XtremP Lubricant Is required.
Cl Grotto 'E" EPOM (Green color coda) NSF-61 Cerliiled
40F to 2301 (Service Temperature Range)(-40°C toil
Recommended for water service, diluted acids, alkalies a
vll•Iiee air and many chemical sendres.
NOT FOR USE IN PETROLEUM APPLICATIONS.
O Grade 'T" Nitrite (Orange color code)
.2001' to 18011' (Service Temperature Ranije)(290C 1o82
Recommended for patrollum applications, air with cli ve
vegatabie and mIneral oils.
NOT FOR USE IN HOT WATER OR HOT AIR
O Other
Gasket Type: (Specify)
Stanord c Style
O Ruth Gap (IW-8')
Housing:
Ductile Iron conforming toASIM A-536, Grade 654512,
ANSI Bolts and Heavy Hex Nuts:
Heal healed, oval nesk liacli head bolts contormfflg to ASTM A.183 Grade
2 with a minimum tensile strength ci 110,000 psi and heavy box nuts of
carbon steel conforming to ASTM A•562. Boils and nuts are provided zinc
electroplated as standard.
Metric Bolts and Heavy Hex Nuts:
Heal treated, zinc electroplated oval-neck track head bolts made of carbon
steal with mchthcl properties per ISO 893.1. Class 8.8. HeicMIS and
bolts are zinc electroplated followed by a yellow chromate dip.
Stainless Steel Bolts and Nuts
Stainless steel bolts and nuts are also available. Contact a AnvilSiar Rep-
rasenlative for more Information.
Coatings:
Q Rust Inhibiting taad•hcc paint Color ORANGE (standard)
O Fret Dipped Zinc Gahianized (optional)
O Other (Specify): (IE: RAL3000 or RAI.9000)
For Other Coating isquirements contact a AeMiStar ilepresenlative.
Lubrication: (Spedhy)
D Standard 6wvlolc
Gruvlok Xtttma
Recommended for dry pipe systems dnd freezer appUcalions
U Other (Specify);
http :/lwww. anvil star. com/products/index.php?group=1&FIG=7000&NM=Lightweight Flex... 2/1/2006
AnvilStar Interior Page 1 of 1
Products & Submi
Fife Products DMson
A Divklom.of.Aavh' Internatienal. Inc. (800) 301-2701 Locate Part No.-
Figure: 7400
FPDF Submittal Sheet] Page 2 of 2; Go to Page: (jj [2]
Figure 7400* RigidliteP Coupling
IAwoI
for draf pIp. lygms and hee.t appllcatcat
luIn.ndon DI 0i. Is - GwM
)bcmoTw lubricanili rc.imcndod.
IIginUl Pip. &ias. m. MU. Rugs d eeu,u,io mi*mstwas COUPLING BUTSU SPECIfiED
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114 1900 330 851 O-W 214 44 13$ 2 31xEs 30 45
170 17 JV 14 - Man 37 SO 60
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§ - For 30Ifle00l Ball TUniim blamwian see Tecitn5cI No SectiO4.
.Mdilfonal stewhale. see Studs Cataog or coniactan M00$ar flexamatim
http://www.anvilstar.coin/products/index.php?Group=&FIG=740O&NMRigidIite® Coupli... 2/1/2006
Grooved Fillings
Tyco Fire Products - www.tyco-grooved.com EENTRAL
451 North CannonAvenue, Lansdale, Pennsylvania 19446 - USA
Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362.5385 Grooved Piping Products Technical Services: Tel: (800) 381-9312/Fax: (800) 791-5500
IDGeneral
Description
QO See'"
Protection
Submittal Sheet for
pressure rating and Listing
and Approval information
Grooved fittings provide an
economical and efficient method of
changing direction, adding an outlet,
reducing, or capping grooved piping
systems. Grooved fittings are
available in durable ductile iron or
fabricated steel as indicated.
Technical
Data
Approvaim UL, FM, and ULC
NoW. See Fire Protection Submittal
Sheet for exact Listing/Approval
information.
Maximum Woilcing Pressure:
500 and 300 Series: 300 psi
200 Series: see chart on page 3
See specific data sheet for rating of
coupling being used.
Manufacture Source:
Domestic or as noted.
Mctedal:
Cast: Figures: 201,210, 219,260,
501,510, 5I0DE, and 519
Ductile iron, conforming to
ASTM A-536 Grade 65-45-12
Fabricated Steel: Figures: 301,
302, 303, 312,313, 321,
327, 341 and 350 Carbon Steel,
(Sizes 11/4" -6" are Schedule 40);
(Sizes 8" - 12" are Schedule 30),
confoming to ASTM A-53 Grade B
Preludes CoaftugE
Non-lead orange paint
Hot dipped galvanized conforming
to ASTM A-153
fl Ordering
Procedure
lkds.tsg WIhm When placing an
order, indicate the full product name. Please
specify the quantity, figure number and size.
Availability and Sordw Grooved Piping
Products, valves, accessories and other
products are available throughout the U.S.,
Canada, and internationally, though a
network of distribution centers. You may
write directly or call 215-362-0700 for the
distributor nearest you. [] Care and
Maintenance
The owner is responsible for the
inspection, testing, and maintenance of
their fire protection system and devices in
accordance with the applicable standards
of the National Fire Protection Association
(e.g., NFPA 25), in addition to the
standards of any authority having
jurisdiction. The installing contractor or
product manufacturer should be contacted
relative to any questions. Any impairment
must be immediately corrected.
It is recommended that automatic
sprinkler systems be inspected, tested,
and maintained by a qualified
Inspection Service.
Limited.
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years against
defects in material and workmanship
when paid for and properly installed and
maintained under normal use and
service. This warranty will expire ten
(10) years from date of shipment by
Tyco Fire Products. No warranty is
given for products or components
manufactured by companies not.
affiliated by ownership with Tyco Fire
Products or for products and
components which have been subject
to misuse, improper installation,
corrosion, or which have not beeh.
installed, maintained, modified or
repaired in accordance with applicable
Standards of the National Fire
Protection Association (NFPA), and/or
the standards of any other Authorities
Having Jurisdiction. Materials found by
Tyco Fire Products to be defective
shall be either repaired or replaced, at
Tyco Fire Products' sole option. Tyco
Fire Products neither assumes, nor
authorizes any person to assume for
it, any other obligation in connection
with the sale of products or parts of
products. Tyco Fire Products shall not
be responsible for sprinkler system
design errors or inaccurate or
Incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN
CONTRACT, TORT, STRICT
LIABILITY OR UNDER ANY OTHER
LEGAL THEORY, FOR INCIDENTAL,
INDIRECT, SPECIAL OR
CONSEQUENTIAL DAMAGES,
INCLUDING BUT NOT LIMITED TO
LABOR CHARGES, REGARDLESS
OF WHETHER TYCO FIRE
PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS'
LIABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
M4OEIN LIEU OFANYAND ALL
OTHER WARRANTIES EXPRESS OR
IMPLIED. INCLUDING WARRANTIES
OFMERCHANTABILITYAND FITNESS
FORA PART1CUL4R PURPOSE.
No. 18-1.0
-
Figure
Nominal
::
Rated Pressure (psi)
(j) ® <€>
201
210
219
11144 500 500 500
76.1mm 300 - 300
4 500 400 500
5 500 500 500
165.1mpr 300 - 300
6 400 400 400
8-12 450 450 450
1114 .4 500 500 500
76.1mm 300 -
5-6 400 400
165.1mm 300
g3OO
260
-
8-10 450 450
12 250 250
Friction Resistance 200 Series Fittings
(Expressord as Straight Pipe)_ Elbows Tee
Size ..iQ_. _.:_ Branch
Feet Feet Feet Feet Inches
mm Meters Metres Meters Meters
134 1.9 1.5 4.8 1.9
42.2 0.6 0.3 1.5 0.6
rr
48.3 1 0.7 0.4 1.8 0.7
-- -- -Th-
60.3 1.0 0.5 2.5 1.0
..1W T T• T 3.9
73.0 1.2 0.6 3.0 12
- T :r 10.3 4.1
°" 1.2 0.6 3.1 12
T TT -zr
88.9 1.5 0.7 3.7
-
1.5
- 6.-r ,r -16.3
114.3 2.0 1.0 5.0 2.0
-r , - r 82
141.3 2.5 1.3 6.3 2.5
__=2&_8
'°" 2.9 1.4 7.2 2.9
6 9.9 5.0 24.8 9.9
168.3 1 3.0 1.5 7.6 3.0
T iTr tr -r 13.1
219.1 4.0 2.0 10.0 4.0
10 16.5 8.3 41.3 16.5
273.0 5.0 2.5 12.6 5.0 w
1
r 19.
323.4 8.1 3.0 15.1 6.1
Figures 201, 2109 219 and 260
200 $OTIO$ r__ttut -1
fli Sires: 1'l"_ 12°
91 II
Mailmunt Wodctng Pleasure:
See chart and specific data sheet for
rating of coupling being used.
CL
ME
EE
Approvals: UL, FM, and ULC L Note: See Fire Protection Submittal Sheet
for exact Listing/Approval information. Figure 201 Figure 219
Manufacture Source: Domestic or as noted.
Figure 210 Figure 260
Figure 201 Figure 210 Figura219 Figure 2609
450 Elbow 900 Elbow The End Cap
Nominal C to Appx. WI. C to Appx. WI. C toE Appx. WI. E to E Appx. M.
Size Inches Lbs. inches Lbs. Inches Lbs. Inches Lbs.
Inches mm to, mm Kg. mm Kg. mm Kg.
1.75° 0.9 2.7V 1.0 2.75° 1.4 TW 0.4 1/. 44.5 0.4 69.9 0.5 69.9 0.8 22.4 0.2
1.750 1.1 1 TW 1.2 2.750 1.8 58d 0.6
44.5 0.5 89.9 0.5 69.9 0.8 22.4 0.3
2.00° 1.8 TF 2.0 3.25° 2.7 11F 0.9
50.8 0.8 82.8 0.9 82.6 1.2 22.4 0.4
2.25° 2.2 3.75d 3.0 3.75° 5.8 0.8ad 0.9
2"2 57.2 1.0 95.3 1.4 95.3 2.8 22.4 1 0.4
TF 2.2 TF 3.0 3.756 5.8 IiF 1.1 76.1mm 57.2 1.0 95.3 1.4 95.3 2.8 23.9 0.5
2.50° 3.5 4.250 4.5 4.25° 7.0 0.88° ii
______ 63.5 1.8 106.0 2.0 108.0 3.2 22.4 0.5
5.2 &001 8.5 5.00° 11.8 1.00° 2.6
78.2 2.4 127.0 3.9 127.0 5.4 25.4 12
8.5 5.50V 13.5 5.50° 17.0 1.000 .o
82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3
3.50° 12.0 6.504 18.5 6.50° 26.0 1.001 7.5 165.1mm 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4
12.0 18.5 6.50° 26.0 1.001 7.5 6 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4
4.25° 23.0 7.75° 36.5 7.75° 45.0 1.19° 12.8
108.0 10.4 196.9 16.6 198.9 20.4 302 5.8
ZYF 31.0 T 0 9.00W°° 72.1 °TP 20.0 10 120.7 14.1 228.6 2 228.6 32.7 31.8 9.1
40.0 10.009° 0
!30.4
10.00°°° 92.5 1.25° . 36.0 12 135.4 18.1 254.0 254.0 42.0 31.8 18.3
d - These fittings are available in demeslic ductile Iron.
-These sizes can also be ordered In the Figure 110 which Is cast ductile ton purchased from a foreign supplier.
f -These sizes can also be ordered In the Figure 111 whIch Is cast ductile Iron purchased from a foreign supplier.
These sizes can also be ordered In the Figure 120 which Is cast ductile ton purchased form a foreign supplier.
Sizes 1W Cm iT Figure 260 End Cape are available with Wand 1" tap plug.
21 t__. - Dimensions -
Net ..2.0_.. Takeout Center to End
Size Outlet A B C 0 WI.
Inches NPT Inches Inches Inches Inches Lbs. Inches
- mm mm mm mm
Tr 1.7 1.89 0.77 ½ 31.8 44.5 48.0 0.3
1.900 1.89
48.3 31.8 445 48.0 0.3
1.37 2.00 2.02 0.88
34.8 50.8 51.3 0.4
1.25 1.75
N
1.89
31.8 4±L 48.0 0.4
2.375 1.25 1.75 1.89 0.92
26Lt3 44.5 4Q 0.4
1.37 2.00 2.02 1.06
34.8 50.8 51.3 0.5
-1.47 1.97 1.89 1.28 ½ 37.3 50.0 48.0 0.6
2.875 - 1.47 1.97 1.89 1.28 2½ t4 73.0 37.3 .A2L 48.0 _96
-1.37 2.00 2.02 1.50
- BSP threaded outletS are available upon request.
1 ....... .. ..... 3LI
[I-
ADACAP® Patented
Sizes: Ills", 2° and 2W'
Maximum Wo*Iug Pressure: 300 psi:
Approvals: UL, FM, and ULC
Note: See Fire Protection Submittal Sheet
for exact Listing/Approval information.
Manufacture Source: Domestic
.3.
Figures 501, 5109 519 and 51 ODE
500Serles:
Sizes: 1'Ie-80
Maxinuim Working Pressure: 300 psi:
IV
See specific data sheet for rating of
coupling being used. CtoE
Approvals: UL, FM, and ULC
Note: See Fire Protection Submittal Sheet
for exact Listing/Approval information.
Manufacture Source: Domestic
L
Figure 501 Figure 510 Figure 519
Friction Resistance 500 Series Fittings
(Exoressed as Equivalr' Straight Pipe)
Elbows I Too
Size 900 F Branch Run
Inches Feet Feet Feet Feet
mm Meters Meters Metets Meters
Ix 1.9
42.2 0.6 0.3 1.5 0.6
1.4 2.3 1.2 58 2.3
48.3 0.7 0.4 1.8 0.7 r i- -ir .o 32
60.3 1.0 0.5 2.5 1.0
2'h 3.9 2.0 9.8 3.9
73.0 1.2 0.6 3.0 1.2
3 4.9 2.4 12.2 4.9
88.9 1.5 0.7 3.7 1.5
4 6.5 3.3 16.3 6.5
114.3 2.0 1.0 5.0 2.0
- zr w
168.3 3.0 1.5 7.6 3.0 -g_ i- -g- -r
219.1 4.0 2.0 10.0 4.0
Figure 501 Figure 510 Figure 519
45° Elbow 900 Elbow Tee______
Nominal C to E AppL WI. C toT Appx. WI. C to E Appx. WI.
Size Inches Lbs. Inches Lbs. Inches Lbs.
Inches mm Kg mm CO. mm Kg.
1.75 0.8 2.75 1.0 2.75 1.4 1/4 44.5 0.4 89.9 0.5 69.9 0.8
1.0 2.75 1.4 2.75 1.8 1% 445 0.5 68.9 0.6 69.9 0.8
2.00 1.3 3.25 1.8 3.25 26 2 50.8 0.6 82.6 0.8 82.6 1.2 r 1.9 2.7 3.75 3.9 2'12 572 0.9 95.3 12 95.3 1.8
2.50 2.6 4.25 3.7 4.25 5.4
63.5 12 108 1.7 108.0 2.4
Tö 5.0 5.00 7.0 5.00 10.1
762 2.3 127 32 127.0 4.6
3.50 8.6 63111 13.4 6.5 18.8 6 88.9
1
3.9 165.1 6.1 165.1 as
4.25 17.2 7.75 26.3 7.75 36.3 8 108.0
1
7.8 198.9 11.9 198.9 16.5
j4
E
ct's
Figure SIODE
Figure 350
Figure 5100E
900 Drain Elbow
Nominal A B Appx. WI.
Size Inches Inches Inches Lbs.
Inches mm mm mm Kg.
3.75 2.00 2.75 2.7 2'h 95.3 50.8 69.9 12 i 3.7
108.0 59.4 69.9 1.7
5.00 2.85 2.75 7.0
127.0 72.4 69.9 32
Tö 13.0
139.7 85.9 69.9 5.9
6.50 3.92 2.75 13.4 6 165.1 99.6 69.9 6.1
7.75 4.95 2.75 26.3 8 196.9 125.7 69.9 11.9
300 SerIes: SIzsr.1'I°-12°
Mailmum Wetting Pressure: 300 psi:
See specific data sheet for rating of
coupling being used.
Approvals: UL, FM, and ULC
Note: See Fire Protection Submittal Sheet
for exact Listing/Approval information.
Manufacture Some: Domestic
Figure 350 Figure 350 11!?. 6° 8.-jr
ME HEtOE-
M%
_____ Figure 350 Concentric Reducer - Grooves Groove
Nominal E toE Appx. Wt. Nominal EtoE Appx. Wt. Nominal EtoE Appx. WI. Nominal E toE Appx. Wt.
Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Size inches Lbs.
Inches mm Kg. Inches mm Kg. inches mm Kg. Inches mm Kg.
2.50 1.0 T5 23 tW 6.0 5.00 10.8 21l 63.5 0.5 4x2' 782 1.0 6x2½ 101.6 2.7 8x6' 127.0 4.9
2.50 1.3 2.3 T 6.0 6.00 21.9 2'lz X 1'b 83.5 0.6 4 x 2'!? 78.2 1.0 6 x 3' 101.6 2.7 -
lOx 4 152.4 10.0
2.50 1.2 2.6 4.00 5.9 6.00 21.6 21I it 2' 83.5 0.5 4 x 3 3.00 1 78.2 12 6x4' 101.6 2.7 10x5 152.4 9.8
2.50 1.3 T 4.6 "Z 5.8 6.00 21.1 x 1114 63.5 0.8 x VIa 88.9 2.1 6X5, 101.6 2.6 loss, 152.4 9.6 -yr 1.3 4.6 T 122 6.00 19.5 351 '/2 63.5 0.8 52 88.9 2.1 8 x 2 127.0 5.5 lOx 8' 152.4 8.9
°Tö 1.3 T 4.5 i 12.1 7.00 28.0 3 x 2' 0.6 5 x 2'I 88.9 2.0 8x 2'!a 127.0 5.5 12 x 177.8 12.7
2.50 1.5 4.4 T 12.0 7.00 30.0 3 x 2'!? 63.5 0.7 553 88.9 2.0 8x3 127.0 5.5 12x6 177.8 13.6
3.00 2.2 1 .5 5.00 11.9 7.00 28.0 4 xl 78.2 1.0 x ' 88.9 2.0 8X ' 127.0 5.4 12x8* 177.8 1 12.7
T 2.3 Z5 6.0 11.3 7.00 33.0 4x1'Ia 1. i.o 6x2' j_ 2.7 8x5 _iL9_ 5.1 12x10' 177.8 1 15.0
- Ttese stzes can also be ordered lit the Figure 150 Grooved concentric Reducer which beast duets lion purchased from a foreign supplier.
-2-
Figures 301, Figure 312 Figure 313 Figure 327 Figure 341
302, and 303 221I2H Elbow llI.H Elbow cross 150 Lbs.
Adap_ter Nipples - Flange Adapter
Nominal E to Appx. Wt. C to Appx. Wt. C to Appx. Wt. C'T Appx. Wt. E to E Appx. Wt.
Size Inches Lbs. Inches Lbs. Inches Lbs. Inche Lbs. Inches Lbs.
Inches mm Kg. mm Kg. mm Kg. mm Kg. mm Kg.
1/4 4.00 0.8 1.75 0.4 1.38 0.4 2.75 1 2.0 4.00 2.8
101.6 0.4 44.5 0.2 35.1 02 69.9 0.9 101.6 1.3
1 h 4.00 0.9 1.75 0.5 1.38 0.5 2.75 2.2 4.00 3.2
101.6 0.4 44.5 0.2 35.1 02 69.9 2.0 101.6 1.5
2 4.00 1.2 1.88 0.6 1.38 0.6 3.25 2.7 4.00 5.2
101.6 0.5 47.8 0.3 35.1 0.3 82.6 1.2 101.6 2.4
2/2 4.00 1.9 2.00 0.7 1.50 1.1 3.75 5.0 4.00 8.0
101.6 0.9 50.8 0.3 38.1 0.5 95.3 2.3 101.6 3.6
4.00 2.5 2.25 1.4 1.50 1.2 4.25 7.1 4.00 10.2
101.6 1.1 572 0.6 38.1 0.5 108.0 32 101.6 4.6
6.00 5.5 2.63 2.4 1.75 2.2 5.00 11.9 6.00 17.2
152.4 2.5 66.8 1.1 44.5 1 1.0 127.0 5.4 152.4 7.8
6.00 7.4 2.88 4.1 2.00 3.3 5.50 17.1 6.00 21.4
152.4 3.4 732 1.9 50.8 1.5 139.7 7.8 152.4 9.7
6 6.00 9.5 3.13 5.6 2.00 4.6 6.50 27.5 6.00 26.0
152.4 4.3 79.5 2.5 50.8 2.1 165.1 12.5 152.4 11.6
8 6.00 14.2 3.88 11.1 2.00 8.7 7.75 47.0 6.00 38.4
152.4 6.4 98.6 5.0 50.8 3.9 196.9 21.3 152.4 17.4
0 8.00 27.0 4.38 14.0 2.13 9.1 9.00 68.0 8.00 65.0
2032 122 11.3 6.4 54.1 4.1 228.6 30.8 2032 29.5
8.00 33.0 4.88 22.0 2.25 16.7 10.00 107.0 8.00 91.0 12 2032 15.0 124.0 10.0 572 7.6 254.0 48.5 2032 41.3
f -
Figure
301
1.E -
Figure
302 -..-•-•-•-• .- --
lot
Figure
Ll 303
C OE
Figure
312
Ct ,. OE
Figure 327
EIDE
Figure 341
-CtoE
WE
Figure 321
Figure 321 Reducing Tee
Nominal C to E Appx. M. Nominal CtoE Appx. WE Nominal CtoE Appx. WI.
Size Inches Lbs. Size Inches Lbs. Size Inches Lbs.
Inches mm Kg. Inches mm Kg. inches mm Kg.
1'/ix11/ixl'/i 3.25 2.0 5x5x2 14.5 8x8x6 7.75 37.0
82.6 0.9 139.7 6.6 196.9 16.8
2 x 2 x i'w 3.25 2.7 5 x 5 x 21/2 5.50 14.8 lOx 10x2 9.00 57.1
82.6 12 139.7 6.7 228.6 25.9
2'x2'/zxl'I4 h 3.75 4.2 5x5x3 T 15.2 10x10x3 T 57.4
95.3 1.9 139.7 6.9 228.6 28.0
21Ii x 21/2 S 11I2 3.75 4.2 5x5x4 iö• 15.8 l0xlox4 i:- 57.6
95.3 1.9 139.7 72 228.6 26.1
2'Iax2'hx2 3.75 4.3 6x6x2 26.5 loxlox5 i: 57.8
95.3 2.0 165.1 11.9 228.6 26.2
3 x 3 x 1 V2 4.25 5.3 6x6x2'Ii Ti 26.5 10x10x6 58.0
108.0 2.4 165.1 12.0 228.6 26.3
3x3x2 4.25 5.5 6x6x3 T 26.5 10x10x8 9.00 58.4
108.0 2.5 165.1 12.0 228.6 28.5
3X3x2'/z 4.25 5.8 6x6x4 T5 26.6 12x12x3 TT 80.2
108.0 2.6 165.1 12.1 254.0 36.4
4 x 4 xl 'Ia 5.00 9.8 6x6x5 T5 27.0 12x12x4 i• 80.5
127.0 4.4 165.1 122 254.0 36.5
4x4X1'/z 5.00 9.9 8x8x2 7Yr 36.2 12x12x5 i 80.7
127.0 4.5 196.9 16.4 254.0 38.6
4x4x2 5.00 10.1 8x8x3 7 36.5 12x12x6 95 80.9
__ 127.0 4.6 196.9 16.6 254.0 36.7
4x4x2'W 5.00 1 0.3 8x8x4 T 36.6 112x 12x6 iô 91.4
127.0 4.7 196.9 16.6 254.0 41.5
4 54 5 3* 5.00 10.5 36.8 12x12x10 - 91.8
127.0 4.8 8x8x5
198.9 16.7 254.0 41.6
Printed U.S.A. 3-02
Figure 301, 3029 3039 3129 3139 327 and 327
Cto -E
r - Figure
MOE 313 Figure 321
UHHH 5ljHu n HP ,m UJUWW Hi U riuru ii wHIcH m can uumim Hun purcnu num H iUIUJ5Ii iUppIm..
General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that
pressure ratings and performance data is not exceeded. Always read and understand the Installation Instructions (111-1000).
Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining
the system. Material and gasket selection should be verified to be compatible for the specific application.
tqco/F/ow Control/ Tjco Fire
Products -4-
L
' RED HEAD'
ANCHORING SYSTEMS Submittal Information
multi-Seto
SPECIFIED FOR ANCHORAGE
INTO CONCRETE
fJ
Drop-In, shell-type anchors feature
an internally threaded, all-steel shell
with expansion cone insert and flush
embedment lip. Anchors are manufactured from plated carbon steel,
18-8 stainless steel and 316 stainless steel.
Anchors should be installed with carbide tipped hammer drill bits made
in accordance to ANSI B212.15-1994 specifications.
Anchors should be tested to ASTM E488 criteria and listed by ICC (formerly
ICBO). Anchors should also be listed by the following agencies as required
by the local building code: UI., FM, City of Los Angeles, California State Fire
Marshal and Cal Trans.
APPROVALS/LISTINGS
Meets or exceeds US. Government GSA Specification A-A-55614 Type 1
(ronnedyGSk FF-S-325 Group VIII)
Underwriters Laboratories
Factory Mutual
ICC Evaluation Service, Inc. - tEfl-1372 (fomieilylCBO)
City of Los Angeles- #RR2748
California State Fire Marshal
Cal Trans
INSTALLATION STEPS
Tot itho, flush wlfhsurllice.
OrlU hole the same diameter as outside diameter
of anchor being used toany depth exceeding
minimum embedment Clean hole.
Diiveanchorflush with surlce of concrete.
3• Expand anchor with setting tool provided.
Anchor is properly expanded when shoulder
..'o .9. ofsetting tool is flush with top ofanchor.
Tosdoothorbelowsu,face
OSlO hale deeper than anchor length. Thread
bait Into anchor. Hammer anchor Into hole
until bolt head lsatdesired depth. Remove
bolt and set anchor with settingtool.
M M-
Ultimate Shear and Tension Values (Lbs/kN) in Concrete*
BOLT
01*.
In. (MM)
ANCHOR
01*.
In. (MM)
MIN. EMBEDMENT
DEPTh
1i.Ôuii)
ANCHOR
TYPE
TENSION LOt (iN) ________________ SHEAR Lbs. (801)
ft = 2000 PSI
(13.SMPa)
f% = 4000 PSI
27.6MPa)
fc=6000 PSI
41.4MPa)
ft >2000 PSI
(13.8MPa)
1/4 (6.4) 3/8 93) 1 (25.4)
RM,RL
or CL-Carbon
01
SRM-18.8S.S.01
55PJ8-31653.
1,680 (73) 2,360 (103) 2,980 (133) 1,080 (4.8)
3/8 (93) 1/2 (12.7) 1-5/8 (41.3) 2.980 (13.3) 3,800 (16.9) 6,240 (27.8) 3.160 (14.1)
1/2 (12.7) 5/8 (15.9) 2 (50.8) 3,300 (14.7) 5,840 (26.0) 8,300 (36.9) 4,580 (20.4)
5/8 (15.9) 7/8 (22.2) 2-1/2 (63.5) 5.500 (245) 8,640 (38.4) 11,020 (49.0) 7,440 (33.1)
3/4 (19.1) 1 (25.4) 3-3/16 (81.01 8,280 (36.8) 9.480 (422) 12,260 (54.5) 10,480 (46.6)
*wua8rooaoobduço4to1 sOtyfadw.tIfeby4Aw f0iadi
mRaret/Red .
1-800-899-7890 44 11105
RED HEAD
ANCRORINS SYSTEMS Submittal Information
i7 flJJ Ultimdte Shear and Tension Values (Lbs/kN) in
a Thi?!II Lightweight Concrete*
BOLT
01*.
In. (mm)
ANCHOR
01*.
In.(mm)
MINIMUM
EMBEDMENT
DEPTH
In. (MM)
*1010k
TYPE
LIGHTWEIGHT CONCRETE
ft = 3000 PSI (20.7 MPa) _________________ _______________
LOWER FLUTE 01 STEEL DECK WITH
LIGHTWEIGHT CONCRETE FILL
ft = 3000 PSI (20.7 MPa)
TENSION
Lk. ON)
SHEAR
Lbs.(EN)
TENSION
Lbs,(EN)
SHEAR
Lbs.MR)
3/8 (9.5) 1/2 (12.7) 1-5/8 (39.7) RM.RLor
CL-Carbon or
SRM-18-85.S.or
SSRM-3165.S.
3,860 (17.2) 4,420 (19.6) 3,340 (14.9) 4,420 (19.6)
112 (12.7) 5/8 (15.9) 2 (50.8) 4,080 (18.1) 5,640 (25.1) 3.200 (142) 4,940 (22.0)
5/8 (15.9) 7/8 (22.2) 2-1/2 (63.5) 6,280 (27.9) 10,440 (46.4) 5,960 (26.5) 5.840 (26.0)
3/4 (19.1) 1 (25.4) 3-3/16 (81.0) 11,000 (48.9) 1 15,780 (702) 8,180 (36.4) 9,120 (40.6)
. levebnsa4lc1 yfaduJMde4Fz*wrbIeIoidvabei
11 Recommended Spacing and Edge Distance Requirements"'
BOLT *1040k
1)4*. 04*.
In. (mm) In. Inuit)
EMBEDMENT
DEPTH
11L (0m)
ANOIDI
TYPE
EDGEDISTAIICE
REQUIREDTO
OBTAIN MAX.
WORKNIGLOAD
In. (mm)
MIN. EDGEDISTANCE
ATWHICHLOADFKTOR
APPLIED =80 FORTENSIOII
=7010*5180k
In. (mit)
SPACING
REQUMEDTO
OBTAIN MAX.
WORKINGLOAD
ln.(mm)
MIN. ALLOWABLE SPACING BEIWEEN
ANCHORS LOAD FACTORAPPLIED
=40 FOR TENSION =55 FOR SHEAR
In. (MM)
1/4 (6.4) 3/8 (9.5) 1 (25.4) RM. BLot
CL-Carbon
or
SRM-18-8S.5.or
SSRM-316S.5.
1-3/4 (443) 7/8 (22.2) 3-112 (88.9) 1-3/4 (44.5)
3/8 (9.5) 1/2 (12.7) 1-5/8 (41.3) 2-7/8 (73.0) 1-7/16 (36.5) 5-11/16 (144.5) 2-7/8 (73.0)
1/2 (12.7) 5/8 (15.9) 2 (50.8) 3-1/2 (88.9) 1-3/4 (44.5) 7 (177.8) 3-1/2 (88.9)
5/8 (15.9) 7/8 (222) 2-1/2 (635) 4-3/8 (111.1) 2-3/16 (55.6) 8-3/4 (2223) 4-3/8 (111.1)
3/4 (19.1) 1 (25.4) 3-3/16 (81.0) 5-5/8 (142.9) 2-13/16 (71.4) 11-3/16 (284.2) 5-5/8 (142.9)
Sagmdedi A tamisdtjbsdMdi OJ5v*.n.m&eamdsi)t?mnaet Lbeatbtnpobsouiaybemedftmi gmedbtancni.
Ultimate Shear and Tension Values (Lbs/kN) for RK-38
(3/4" Embedment) *
SIZE
In.(mm)
ANCHOR
DII.
EMBEDMENT
Ia.(mm)
4000PSI (27.6 Pa) CONCRETE HOLLOW CORE
TENSiON
Lbs. (MI)Ll
54101
Lbs. (EN)
TENSION
Lbs. (EN) Z
SHEAR
Lbs. (EN)
3/8 (9.5) 1/2 (12.7) 3/4 (19.1) 1 1,987 (8.8) 1 2,903 (12.9) 1,908 (85) 2,525 (11.2)
okwaWevâjenebamndmma4tnl mM RvNeb,4b4awbsdvâm
Anchoring Overhead In 3000 PSI
Lightweight Concrete On Metal Deck 'da
man DRILLHOLE I EMBEDMENT 3000P51(2O.7MPa)CONCRETE
DIAMETER I In. (no) ULTIMATE TENSION LOAD I ALLOWABLE WORKING LOAD
In(ma) I I Lbs. (EN) Lbs. (EN)
RX-38Diop-In 1/2 (12.7) 3/4 (19.1) Upper Flute j 1.410 (63) 353 (1.6)
Lower flute 1,206 (5.4) 301 (13)
Avàaebamma41mBMdet4brAowebadv
Combined Shear and Tension Loading-for Multi-Set Anchors
llowab(e loads for auors s octad mblo.d shut a.d a. sate di .4 .fo qeipiallo.:
(FsJP0P0+(%N0Ps1 -
Ps=Appied tusise load Vs=Appffadshearlsad Pt =Abkteadsslsad Vt mAloea$e Sim bad
miRanset/Red He
1-800-899-7890 45 11/05
Fig. 200 - "Trimline" Adjustable Band Hanger
Size Range - 1/2" thru 8" pipe
Material - Carbon Steel, Mu. Galvanized to G90
specifications
Function - For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features -
(1/2" thru 2") Flared edges ease installation for
all pipe types and protect CPVC plastic pipe from
abrasion. Captured design keeps adjusting nut
from separating with hanger. Hanger is easily
installed around pipe.
(21/2" thru 8" Spring tension on nut holds it
securely in hanger before installation. Adjusting
nut is easily removed.
Approvals - Underwriters' Laboratories listed (1/2"
thru 8") in the USA (UL) and Canada (cUL) for steel
and CPVCplastic pipe and Factory Mutual Engineering
Approved (3/4" thru 8"). Conforms to Federal
Specifications WW-H-171E, Type 10 and Manufacturers
Standardization Society SP-69, Type 10.
Maximum Temperature - 650°F
Finish - Mu. Galvanized. For Stainless Steel materi-
als, order TOLCO Fig. 200WON.
Order By - Figure number and pipe size
Dimensions • Weights
Pipe Rod Size Max. Rec. Approx.
Size Inch Metric A B Load Lbs. Length
1/2 3/8 8mm or 10mm 31/ 2% 400 11
3/4 3/8 8mm or 10mm 3'/ 21/2 400 11
1 3/8 8mm or 10mm 3% 2% 400 12
174 3/8 8mm or 10mm 33/4 2% 400 13 11/2 3/8 8mm or 10mm 37/i 21/ 400 14
2 3/8 8mm or 10mm 41/2 3 400 15
21/2 3/8 10mm 55/s 41/8 600 27
3 3/8 10mm 57/s 4 600 29
31/ 3/8 10mm 73/i 51/4 600 34
4 3/8 10mm 7/ 5 1000 35
5 1/2 . 12mm 91/8 61/4 1250 66
6 1/2 12mm 101/ 6/4 1250 73
8 1/2 12mm 131/ 8/4 1250 136
Office!Manufacturing Facility' 1315 Sampson Ave. • Corona, CA 92879 • Ph: 951.137.5599 • Fox: 951.137.0330
Customer Service • 800.786.5266
wwwlolca corn
rR.. (U
I
Fig. 70 - Steel Rod Coupling
Fig. 7011 - Steel Reducing Rod Coupling
Fig. 70S - Short Pattern Steel Rod Coupling
Fig. 71 - Steel Window Rod Coupling
Size Range - 1/4" thru 11/211 rod
Material - Carbon Steel
Function - Used for coupling two threaded rods together of
equal or reduced rod sizes, with or without inspection hole.
Finish - Electro-Galvanized
Note - Available in HDG finish or Stainless Steel materials.
Fig. 70
Dimensions • Weights
Rod Max Rec. Approx.
Size Length Load Lbs. Wt.I1 00
1/4 7/8 240 2
5/16 1/4 300 13
3/8 1/4 610 11
1/2 j3/4 1130 11
5/8 21/a 1810 16
3/4 2'/4 2710 27
7/8 21/ 3770 57
23/4 4960 70
11/" - 1 h/2 - Consult factory for specifications
Fig. 70R
Dimensions • Weights
Rod Max Rec. Approx.
Size Length Lbs. Wt.11 00
3/8x1/4 1 240 4
1/2x3/8 1'I4 610 7
5/8 x 1/2 1'/a 1130 14
3/4x5/8 1I2 1810 21
7/8x3/4 1'/4 2710 40
Fig. 70SIFig. 71
Dimensions • Weights
Rod Max Rec. Approx.
Size Length Load Lbs. Wt./1 00
3/8 V/a 610 4
1/2 1 V4 1130 6
For rod sizes 5/8" to 1" - consult factory
OEFICVMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • P11: 951.137.5599 • FAX: 951.731.0330
CUSTOMER SERVICE • 800.786.5266
Mivtalcacwn
Dimensions • Weights
Rod Max. Rec. Load Lbs.
Size For Service Temps
650°F 750°F
3/8 610 540
1/2 1130 1010
5/8 1810 1610
3/4 2710 2420
7/8 3770 3360
Fig. 98 - Rod Stiffener Component of State of
California OSHPD Approved
Seismic Restraints System scs
Size Range - Secures 3/8" thru 7/8" hanger rod
Material - Carbon Steel
Function - Secures channel to hanger rod for vertical seismic bracing.
Approvals - Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL). Included in our Seismic Restraints Catalog approved by
the State of California Office of Statewide Health Planning and
Develooment (OSHPD). For additional load, spacing and placement
information relating to OSHPD projects. please refer to the TOLCO
Seismic Restraint Systems Guidelines
Finish - Electro Galvanized
Note - Available in HDG finish or Stainless Steel materials.
Order By - Figure number I!
Fig. 99- All Thread Rod Cut to Length
Size Range - Secures 3/8" thru 7/8" rod in
1" increments
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain
Note - Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By - Figure number, rod diameter, rod
length and finish
Fig. 100 - All Thread Rod Full Lengths
Size Range - Secures 3/8" thru 7/8" rod in
10' lengths
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain
Note - Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By - Figure number, rod diameter
and finish
Dimensions • Weights
Max Rec. Load Lbs.
Rod For Service Temps Approx.
Size 650°F 750°F Wt'./lOO
1/4 240 215 12
3/8 610 540 29
1/2 1130 1010 53
5/8 1810 1610 84
3/4 2710 2420 123
7/8 3770 3360 169
1 4960 4420 222
1'I4 8000 7140 360
11/2 11630 10370 510
OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92819 • P11: 951.137.5599 • FAX: 951.731.0330
I CUSTOMER SERVICE • 800.186.5266
wwtoIcacom
Fig. 65 and Fig. 66
Reversible C-Type Beam Clamps 3/4" and 11/411 Throat Openings
Component of State of
California OSHPD Approved
Seismic Restraints System
Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod
Material - Carbon Steel with hardened cup point set screw and
jam nut I
Function.— Recommended for hanging from steel beam where flange
thickness does not exceed 3/411 (Fig. 65) or 11/411 (Fig. 66).
Features - All steel construction eliminates structural deficiencies
associated with casting type beam clamps. May be used on top or bot-
tom flange of the beam. (Beveled lip allows hanging from top flange
where clearance is limited.) May be installed with set screw in up or
down position. Offset design permits unlimited rod adjustment by
allowing the rod to be threaded completely through the clamp. Open
design permits inspection of thread engagement.
Approvals - Underwriters' Laboratories Listed in the USA (UL) and
Canada (cUL). Factory Mutual Engineering approved. Conforms to
Federal Specification WW-H-171E, Type 23 and Manufacturers
Standardization Society SP-69, Type 19. Exceeds requirements of the
National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will
support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe.
Included in our Seismic Restraints Catalog approved by the State of
California Office of Statewide Health Planning and Development
(OSHPD). For additional load, spacing and placement relating to
OSHPD projects, please refer to the TOLCO Seismic Restraint
Systems Guidelines.
Finish — Plain
Note - Available in Electro.Galvanized and HDG finish.
Order By - Figure number, rod size and finish
Fig. 65 Patent #4,570,885
Fig. 65
Dimensions • Weights
Rod Size Max. Rec. Approx. A B C D E F Load US.* Wt.I100
3/8 l3/6 3/4 1 7/16 1 610 28
1/2 1V2 3/4 1 9/16 11/4 1130 55
5/8 11/2 3/4 1 9/16 11/4 1130 55
* Max. loads for clamp with set screw in up or down position.
Fig. 66
Dimensions • Weights
Rod Size Max. Rec. Approx. A B C 0 E F Load Lbs.* Wt./100
3/8 1 1V4 1 7/16 1 610 28
1/2 1I2 1/4 1 9/16 11/4 1130 55
5/8 11/2 11/4 1 9/16 11/4 1130 55
* Max. toads for clamp with setscrew in up or down position.
OFFICEIMANUFACTURING FACILITY • 1315 SAMPSON AVE. • CORONA. CA 92819 • Pit: 951.131.5599 • FAX: 951.131.0330
CUSTOMER SERVICE • 800.1865266
www.tolco.com
Fig. 69. Beam Clamp Retaining Strap
Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.*
Function - To offer more secure fastening of various types
of beam clamps to beam where danger of movement might be
expected. NFPA 13 requires the use of retaining straps with
all beam clamps installed in earthquake areas. Satisfies
requirements of NFPA 13 (1999) 6-4.7.1.
Important Note - Good installation practice of a retaining
strap requires that the strap be held tightly and securely to all
component parts of the assembly. Therefore a locking mecha-
nism of some kind such as a hex nut or the beveled locking
slot on the TOLCOTm Fig. 69R will provide a more secure
reliable installation.
Approvals - Underwriters' Laboratories listed in the
USA (UL) and Canada (cUL). Approved for use with any
listed beam clamp. Included in our Seismic Restraints
Catalog aDoroved by the State of California Office of
Statewide Health Planning and Develooment (OSHPD). For
additional load, spacing and placement information relating to
OSHPD orojects, please refer to the TOLCO Seismic
Restraint Systems Guidelines.
Finish —Pre-Galvanized
Order By - Figure number, type, length "B" and rod size
being used with beam clamp
Note - Minimum return on Strap: 1".
Dimensions • Weights
Type Rod Size A Hole Size B
1 3/8 7116 Specify
1/2 9/16 Specify
2 518 11/16 Specify
3/4 13/16 Specify
3 3/8 -7/8 Specify Specify
* Longer lengths are available, consult factory.
Component of State of
California OSHPD Approved
Seismic Restraints System ses
OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • P11: 951.131.5599 • FAX: 951.137.0330
CUSTOMER SERVICE • 800.1865266
www.toIco4'm
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
086
SWAY BRACE ADAPTER
WIDE FLANGE / I-BEAM
SIZE RANGE - 1/2" Rod.
MATERIAL - Carbon Steel.
LISTINGS -
c¼!9us EX2625,EX 2551
Listed only for use with other AFCON bracing products.
OSHPD pending.
PATENT - No. 6,334,285
FUNCTION - Sway brace adapter used to attach an AFC'ON sway brace assembly
to a wide flange or 1-Beam steel structural member. To provide a point of
connection when drilling is not allowed or impractical. Also can be used to attach
to a steel web joist with a formed top cord. (See Drawing)
INSTALLATION - Per NFPA- 13. Per drawing, insert 1/2" x 1" attachment bolt
into 086 bracket. Install 1/2" threaded studs thru both brackets and engage on steel
flange. Assemble nuts on studs and tighten. Install nuts finger tight, then
additionally tighten '/2 turn or torque to 40ff. Lbs. Attach AFcOV sway brace
assembly on 1/2" bolt.
On steel web joist with formed top cord install within 6" of the panel points.
* 1/2" threaded studs and fasteners furnished by customer.
FEATURES
* UL load ratings at 300 thru 90° horizontal:
Perpendicular to beam - 2015#
Parallel to beam - 1265#
* Universal, any flange width having thickness of 1/4" thru 1 1/4".
* Studs capture head of bolt, providing hold back.
Alternative to center loading beam clamp.
* UL listed hanger attachment for 8" pipe.
ORDERING - Part # and finish.
6/05
Component of State of
'.df....d.. fl*Ljflfl
am
SHOWN WITH FIG. 980
BRACE FITTING TO
PIPE BRACE
(ACROSS BEAM)
SHOWN WITH FIG. 980
BRACE FITTING TO
PIPE BRACE
(ALONG BEAM)
Fig. 800 - Adjustable Sway Brace Attachment to Steel Sts
Size Range - 4" thru 18" beam width
Material - Carbon Steel
Function - Seismic brace attachment to steel.
Features - This product's design incorporates a concentric attach-
ment point which is critical to the performance of structural seismic
connections. NFPA 13 indicates the importance of concentric loading
of connections and fasteners. Permits secure connection to steel
where drilling and/or welding of brace connection could present struc-
tural issues. Comes completely assembled ready for installation. The
Fig. 800 must be used with one of the TOLCOTM Fig. 900 series brace
fittings (ordered separately).
Installation Instructions - Tighten set bolts against flange until bolt
head breaks off. Tighten hex head bolts into clamp body until lock
washers are fully flat.
Application Note - Allows bracing in either lateral or longitudinal
direction.
Approvals - Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL). Included in our Seismic Restraints Catalog approved
by the State of California Office of Statewide Health Planning and
Development (OSHPD). For additional load, spacing and placement
information relating to OSHPD projects, please refer to the TOLCO
Seismic Restraint Systems Guidelines.
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish.
Order By - Figure number, type number and size number.
Important Structural Note:
TOLCO Steel Fig. 65/66 components were used during structural test-
ing and are required to achieve the listed results. Malleable iron com-
ponents must never be substituted because of their serious potential for
fracture and failure.
Dimensions • Weights
*Max. Design LoadslLbs.
Flange Thickness Along Across
Size Max. (In.) Beam Beam
3/4 1265 2015
2 1 V 1265 2015
Dimensions • Weights
*Max. Design LoadslLbs.
Fits Beam Along Across
Size Range (In.) Beam Beam
1 4-6 1265 2015
2 6-8 1265 2015
3 8-10 1265 2015
4 10-12 1265 2015
5 12-14 1265 2015
6 14-16 1265 2015
7 16-18 1265 2015
Office/Manufacturing Facility. 1375 Sampson Ave. • Corona, CA 92819 • Ph: 951.131.5599 • Fax: 951.137.0330
Customer Service • 800.186.5266
w#dw1olcraa7m
Fig. 4A - Pipe Clamp for Sway Bracing
Size Range— 4" thru 8" pipe. For sizes smaller than 4" use TOLCOTm Fig. 4.
Material - Carbon Steel
Function - For bracing pipe against sway and seismic disturbance.
Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada
(cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the
State of California Office of Statewide Health Planning and Development
(OSHPD). For additional load, spacing and placement information relating to
OSHPD projects, please refer to the TOLCO Seismic Restraint Systems
Guidelines.
Installation Instructions - Install Fig. 4A Pipe Clamp on pipe to be braced.
Attach Sway-Brace Fitting to 1/2" Clamp bolt (Sway-Brace Fitting to be on out-
side ears of clamp). Tighten securely. (mm. torque requirement - 50 ft. lbs.)
Sway Brace Assemblies are intended to be installed in accordance with NFPA
13 and the Manufacturers Installation Instructions.
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish or Stainless Steel
materials.
Order By - Figure number, pipe size and finish
SCS
Component of State of
California OSHPD Approved
Seismic Restraints System
Fig. 4A - Longitudinal Brace Fig. 4A - Brace
Dimensions *Weights
Pipe Max. Horizontal Approx.
Sizes A B C D Bolt Size Design Load Wt./1100
4 81/ 9/16 33/s 3"I 1/2 2015 221
5 9/4 9/16 37/a 4 /8 1/2 2015 253
6 11'/a 5/8 5 514 1/2 2015 513
8 13'/4 3/4 6"/is 61/ 1/2 2015 601
FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • P11: 951.737.5599 • FAX: 951.131.0330
CUSTOMER SERVICE • 800.7865266
www2oIcon
Fig. 1000 - "Fast Clamp" Sway Brace Attachment
Size Range - Pipe size to be braced: 1" thru 6" Schedule 10
thru 40•* Pipe size used for bracing: 1" and 11/4" Schedule 40
IPS.
* Additionally (UL) approved for use to brace Schedule 7
sprinkler pipe up to 4" (maximum horizontal design load
655 lbs.) Torque requirement 6— 8 ft. lbs.
Material - Carbon Steel
Function - For bracing pipe against sway and seismic
disturbance. The pipe attachment component of a sway brace
system: Fig. 1000 is used in conjunction with a TOLCOTm Fig.
900 Series Fitting and joined together with bracing pipe per
NFPA 13* or TOLCO OSHPD Approved Seismic Manual,
forming a complete sway brace assembly.
Features - Can be used to brace Schedules 7 thru 40 IPS.
Field adjustable, making critical pre-engineering of bracing pipe
unnecessary. Unique design requires no threading of bracing
pipe. Can be used as 4-way riser brace. Can be used as
longitudinal brace with Fig. 907. All steel construction eliminates
structural deficiencies associated with casting type sway brace
fittings. Comes assembled and individually packaged with
illustrated installation instructions - sizes are clearly marked.
Steel leaf spring insert provided to assure installer and inspector
necessary minimum torque has been achieved.
Application Note - Position Fast Clamp and tighten two hex.
nuts until leaf spring flattens. A minimum of 1" pipe extension
beyond the Fig. 1000 is recommended.
Approvals - Underwriters Laboratories Listed in the USA (UL)
and Canada (cUL). Included in our Seismic Restraints Catalog
approved by the State of California Office of Statewide Health
Planning and Development (OSHPD).
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish or
Stainless Steel materials.
Order By - Order first by pipe size to be braced, followed by
pipe size used for bracing, figure number and finish.
Important Note -The Fig. 1000 is precision manufactured to
perform its function as a critical component of a complete
bracing assembly. To ensure performance. the UL Listing
requires that the Fig. 1000 must be used only with other,
TOLCO bracing oroducts.
Component of State of
California OSHPD Approved
Seismic Restraints System
Maximum Design Load
1" thru 4" pipe size - 2015 lbs.
6" size - 1265 lbs.
Main OlficelManufacluring Facility. 1375 Sampson Ave. • Corona. CA 92079 • Ph: 909.737.5599 • Fax: 909.737.0330
Customer Service • 800.186.5266
siwwtoIcarm
Longitudinal Brace
Fig. 4L
Longitudinal "In-Line" Sway Brace Attachment
Size Range - 2 through 8" IPS.
Material - Carbon Steel
Function - For bracing pipe against sway and seismic disturbance.
Approvals - Underwriter's Laboratories Listed in the USA (UL) and
Canada (cUL) 2 1h" through 8".
Installation Instructions - Install Fig. 4L on the pipe to be braced.
Tighten bolts on ears of clamp securely. Insert brace pipe in swivel
jaw and tighten set screw until head breaks off. Sway brace assemblies
are intended to be installed in accordance with NFPA 13 and the
manufacturer's installation instructions.
Finish — Plain
Note - Available in electro-galvanized and HDG finish.
Order By - Figure number, pipe size and finish.
Important Note - The Fig. 4L is precision manufactured to perform its func-
tion as a critical component of a complete bracing assembly. To ensure per-
formance, the UL listing requires that the Fig. 41 must be used only
with other TOLCO bracing products.
Dimensions • Weights
Bolt Max. Rec. Approx. Sizes A C 0 Size Load Lbs. Wt.liOO
2'I2 2'Ia 2I4 1/2 2015 253
3 7 2'/4 Vie 1/2 2015 268
4 81I 3% 3"I,e 1/2 2015 348
5 93/ 31/ 4% 1/2 2015 380
6 111/2 5 51Ia 1/2 2015 640
8 13'/4 6"/ 6'/a 1/2 2015 728
4-Way Riser Brace Transverse Brace
(Plan view)
OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • P11: 951.737.5599 • FAX: 951.731.0330
I CUSTOMER SERVICE • 800.786.5266
rnvw Wfta aim
Component of State of
Fig. 909 - No-Thread Swivel Sway Brace Attachment
Size Range - 1" bracing pipe. For brace pipe sizes larger than 1",
use TOLCO Fig. 980.
Material - Carbon Steel, hardened cone point engaging screw
Function -The structural component of a sway and seismic bracing
system.
Features - This product's design incorporates a concentric
attachment opening which is critical to the performance of structural
seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates
clearly that fastener table load values are based only on concentric
loading. No threading of the bracing pipe is required. Open design
allows for easy inspection of pipe engagement. All steel construction
eliminates deficiencies associated with malleable type attachments.
Fastener can be mounted to all surface angles.
Application Note -The Fig. 909 is used in conjunction with the
TOLCO Fig. 1000, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined
together with bracing pipe. Sway brace assemblies are intended to be
installed in accordance with NFPA 13 (or TOLCO State of California
OSHPD Approved Seismic Restraint Manual) and the manufacturer's
installation instructions. The required type, number and size of
fasteners used for the structure attachment fitting shall be in accor-
dance with NFPA1 3 and/or OSHPD.
Installation - Extend bracing pipe through opening. Tighten cone
point engaging screw until head bottoms out or minimum torque
23 ft.-lbs.
Approvals - Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL). Included in our Seismic Restraints Catalog aporoved
by the State of California Office of Statewide Health Planning and
Development (OSHPD). For additional load, spacing and olacement
information relating to OSHPD Drojects, please refer to the TOLCO
Seismic Restraint Systems Guidelines.
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish.
Order By - Figure number, pipe size and finish.
Important Note - The Fig. 909 is precision manufactured to perform
its function as a critical component of a complete bracing assembly.
Sway brace assemblies are intended to be installed in accordance with
NFPA1 3 and the manufacturer's installation instructions. To ensure
performance, the UL Listing requires that the Fig. 909 must be
used only with other TOLCO bracing products.
NATIONAL AND INTERNATIONAL PATENT APPLICATION IN
PROCESS.
Dimensions • Weights
Max. Design. Max. Design Load Approx.
Pipe Size A B H* Load Lbs. Lbs. w!Washer wt./100
1 6 1/B 17/32 2015 2765 91
* Available with hole sizes to accommodate up to 3/4' fastener. Consult Factory.
OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • P11: 951.137.5599' FAX: 951.137.0330
0 CUSTOMER SERVICE • 800.786.5266
twwlolco.com
I,
Fig. 980 - Universal Swivel Sway Brace Attachment
Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural
steel up to 1/4" thick.
Material - Carbon Steel
Function - Multi-functional attachment to structure or braced pipe.fitting.
Features - This product's design incorporates a concentric attach-
ment opening which is critical to the performance of structural seismic
connections. NFPA 13 (1999 Edition) Table 6-4.5.9
indicates clearly that fastener table load values are based only
on concentric loading. Fits multiple sizes of bracing pipe,
strut or structural steel. Mounts to any surface angle. Break
off bolt head assures verification of proper installation.
Application Note - Install per NFPA 13 and/or TOLCO State
of California (OSHPD) Approved Seismic Restraint Manual.
Installation - Place bracing component into jaw fully and tighten bolt until
head breaks off.
SCS
Component of State of
California OSHPD Approved
Seismic Restraints System
Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL).
Included in our Seismic Restraints Catalog approved by the State of California Office of
Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat-
ing to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.
Note —The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a
sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters'
Laboratories and the National Fire Protection Association (NFPA)
Finish - Plain
Note - Available in Electro-Galvanized finish.
Order By - Figure number and finish.
Important Note -The Fig. 980 is precision manufactured to perform its function as a critical component of a com-
plete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 980 must be used only
with other TOLCO bracing products.
NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS.
Dimensions • Weights
Max. Design Approx. A B H* Load Lbs. Wt.!100
51/4 11/8 17/32 2765 132
Available with hole sizes to accommodate up to 3/4' fastener. Consult factory.
OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. 'CORONA. CA 92879 • P11: 951.131.5599 • FAX: 951.131.0330
CUSTOMER SERVICE • 800.186.5266
,w.toIcaD3m
Dimensions - Weights
A B C Wt.
Size (dosed)
In (mm) in (mm) in (mm) in (mm) 1s (Icg)
'/? 1.08 2.10 3.09 .69
(27) (53) (78.5) (.31)
3/4"1.24 2.41 3.30 .94
____ (31.5) (61) (63.8) (.43)
1° 1.49 2.75 3.80 1.76
(38) (70) (96.5) (.8)
1W 1.75 1 2.90 4.40 2.50
(44.5) (74) (112) (1.1)
1W 1.97 3.25 4.65 3.26
(50) (82.6) (118) (1.5)
20 2.20 3.68 5.90 5.32
(58) (93.5) (150) NOR
W
Angle Valves
Soft Seat
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product
Description
The Central Model F16 Bronze
Angle Valves are designed for
general service as shut-off, throttling,
or drain valves.
The Central Model F16 Bronze
Angle Valves provide positive shut-off
under normal operating conditions.
They are recommended for water
service only.
C) The Central Model F16 Bronze
Angle Valves are of cast bronze
construction strictly In accordance
With ASTM B-62 specifications 85-5-
5-5 for superior corrosion resistance.
The hand wheel Is manufactured
from cast Iron materials to meet or
exceed the requirements of
Underwriters Laboratories, Inc.,
Factory Mutual, The American Water
Works Association C-509 and ASTM
A-126, Class B Standards.
The Central Model F16 Bronze
Angle Valves are rated with cold
water at 200 psi (13.8 bar), non-
shock for cold water service, and are
tested twice, air under water for
consistent quality.
The Central Model F16 Bronze
Angle Valves have a soft rubber seat
for tight shut-off under all operating
conditions. (Mtg. Source: Non-
Domestic)
Bronze
Angle
Valves
N2T4O
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product
Description
The Central Model Fl 73-Way
Bronze Globe Valves are designed
for general service as shut-off,
throttling, or drain valves.
The Central Model F1 3-Way
Bronze Globe Valves provide positive
shut-off under normal operating
conditions. They are recommended
for water service only.
Q The Central Model F17 3-Way
Bronze Globe Valves are of cast
bronze construction in strict
accordance with ASTM B-62
specifications 85-5-5-5 for superior
corrosion resistance. The hand
wheel is manufactured from cast iron
materials to meet or exceed the
requirements of Underwriters
Laboratories, Inc., Factory Mutual,
The American Water Works
Association C-509 and ASTM A-126,
Class B Standards.
The Central Model F17 3-Way
Bronze Globe Valves are rated with
cold water at 200 pal, non-shock for
cold water service, and are tested
twice, air under water for consistent
quality.
The Central Model F17 3-Way
Bronze Globe Valves have a soft
rubber seat for tight shut-off under all
operating conditions. (Mfg. Source:
Non-Domestic)
Bill of Materials
Item Description Material Specification
1 Body Bronze ASTM B-62
2 Hand Wheel Cast Iron ASTM A-1 26-B
3 Hand Wheel Nut Steel Commercial
4 Packing Non-Asbestos Commercial
5 Packing Gland Brass ASTM B-16
6 Packing Nut Brass ASTM B-16
7 Stem Brass ASTM B-16
.1 . 3-Way Globe
Valves
fl Inch
3-Way
Bronze
Globe*
Valves
No. 27.3.0 c..ti'a, Spih* No. 4.7.0
Dimensions . Weights
A B C
Wt.
Lbs.
2.05" 2.60" 2.09" .66 FWA
236" 270" 224" 83
268" 350" 246" 150
308" 285"
3.46"
213
4.30" 322" 3.06
2" 4.00" 5.10" 3.43" 4.88
Ef
' Globe Valves
Soft Seat
Central Sprinkler Company - www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - USA
Customer Service/Sales: Tel. (215) 362.0700! Fax: (215) 362.5385
Technical Services: Tel: (800) 381-9312/ Faic (800) 791-5500
Al
PmiIiipI
C
U U
Descdpflon
The Central Model F15 Soft Seat
Bronze Globe Valves are designed
for general sefvice as shut-off,
throttling, or drain valves.
The Central Model F15 Soft Seat
Bronze Globe Valves provide
positive shut-off under normal
operating conditions. They are
recommended for water service
only.
The Central Model F15 Soft Seat
Bronze Globe Valves are of cast
bronze construction strictly in
accordance with ASTM B-62
specifications 85-5-5-5 for superior
corrosion resistance. The hand
wheel Is manufactured from cast
iron materials to meet or exceed
the requirements of Underwriters
Laboratories, Inc., Factory Mutual,
The American Water Works
Association 0-509 and ASTM A-
126, Class B Standards.
The Central Model F15 Soft Seat
Bronze Globe Valves are rated
with cold water at 200 pal, non-
shock for cold water service, and
are tested twice, air under water
for consistent quality.
The Central Model F15 Soft Seat
Bronze Globe Valves have a soft
rubber seat for tight shut-off under
all operating conditions.
(Mfg. Source: Non-Domestic)
Bronze
Globe
Valves
No.. 27.1/
The blank spaces on this sign may
be utilized to provide message
flexibility. Simply add combinations of
sign Type B and Type C as desired.
Sign - Type B
AUXILIARY DRAIN
J
Sign - Type C
FRONT
BACK
Sign - Type E
fl-
Ordering
Information
When placing an order, Indicate
the full product name. Please
specify the quantity and type.
Hardware for hanging Is not
supplied with the Sign. it must be
ordered separately.
Availability and Service:
Central sprinklers, accessories,
and other products are available
throughout the U.S. and Canada,
and internationally through a
network of Central Sprinkler
distribution centers. You may
write directly to Central Sprinkler
Company, or call (215) 362-0700
for the distributor nearest you.
Guarantee: Central Sprinkler
Company will repair and/or
replace any products found to be
defective in material or
workmanship within a period of
one year from date of shipment.
Please refer to the current Price
Ust for further details of the
warranty.
Conversion table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
Conversions are approximate.
Sign -Type A
CEN9HAL
C)
01995 Central SprInder Company
Printed In U.S.A.
Central Sprinkler Company
451 N. Cannon Avenue, Lansdalö, PA 19446
Phone (215) 362-0700
FAX (215) 382-5385 Slgns.1
[
r
(e),POTTER BELLS
PBA..!D.DC
UL Listed, FM Approved
SizesAvàilable: 6" (150mm), 8" (200mm) andlO" (250mm)
Voltages Available: 24VAC
120VAC
12VDC (10.2 to 15.6) Polarized
24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or outdoor use (See Note 1)
40O to 150°F (-40° to 66°C).
(Outdoor use requires weatherproof
backbox.)
Termination: 4 No. 18 AWG stranded wires
6" BELL SHOWN Finish: Red powder coating
Optional: Model BBK-1 weatherproof backbox
These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con-
sumption and high decibel ratings. The unit mounts on a standard 4 (101 mm) square electrical box for indoor use or on a
model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001.
ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION:
S
INCHES VOLTAGE
()614W MODEL NO. STOCK NO. CURRENT TYPICAL dB
AT 10 Ft
(3m)50
MINIMUM dB
AT 10 FT.
(3m)(1)
6(150) 12VDC P8D126 1706012 .12A 85 76
6(200) 12110C P80128 1708012 .12A 90 76
10 CM) 12VDC P801210 1110012 .12A 92 78
8(150) 24V00 P80246 1106024 .OSA 87 78
8(200) 24V00 P80248 1708024 .06A 91 19
10 CM) 24VDC P802410 1110024 .09A 94 79
6 (150) 24VAC P8*246 1806024 .17A 91 76
8(200) 24VAC P8*248 1808024 MA 94 16
10(250) 24VAC P6*2410 1810024 .17A 94 76
6(150) 120VAC P8*1206 1808120 .05A 92 82
8(200) 120V*C PBA1208 1808120 .05* 99 82
10 (M) 120VAO P8*12010 1810120 .05* Be 85
Notes:
Minimum dB ratings are calculated from integrated Sound pressure .measu rements made at Underwriters Laboratories
as specified irUL Standard 464. UL temperature range is -300 to 150°F (-340 to 660C).
Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative
of output levels In an actual installation.
Potter Electric Signal Company 62081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800.325-3936/Canada 905882.1833www.pottersignaLcom
0000 PRiNTED IN USA MKT. #8850001 - REV P PAGE 1 OF 2 MFG. #5400776-3199
DWC. #776-1 _42 11/14
DWG. 0776-2
311
(108)
3 3/8 S.
(13 6) (127)
a'
I
POTTER
r
BELLS
DIMENSIONS
INCHES (mm)
FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX
BOX HAS ONE THREADED 1/2' CONDUIT ENTRANCE
0
FIG. 3 WIRING (REAR VIEW)
D.C. BELLS (OBSERVE POLARITY) A.C. BELLS
RED (OUT) WHITE (IN) WHITE (OUT)
FROM CONTROL PANEl.
RED (IN)
TO NEXT BELl. FROM CONTROL PANEL
SLACK (OUT)
OR END-OF-UNE OR OR
PRECEDING BELL RESISTOR PRECEDING BELL
BLACK (IN) ______________ BLACK (OUT) BLACK (IN)
h
CAUTIONI
WHEN ELECTRICAl. SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN.
NOTES.
OBSERVE POLARITY TO RING D.C. BELLS.
RED WIRES POSITIVE (+)
BLACK WIRES NEGATIVE C-)
CAUTION!
WHEN ELECTRICAl. SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN.
NOTES:
WHEN USING A.C. BEU.S, TERMINATE EACH EXTRA WIRE SEPARATELY
AFTER LAST BELL
END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS.
DWG. 11778-3
INSTALLATION
The bell should be mounted a minimum of 8 ft. (2.4m) from the floor or as close to the ceiling as possible.
Remove the gong.
Connect wiring (seeFig. 3).
Mount bell mechaism to backbox (bell mechanism must be mounted with the striker pointing down).
Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong).
Test all bells for proper operation and observe that they can be heard Where required (bells must be heard in all
areas as designated by the authority having jurisdiction).
PRINTED IN USA MICT. mescool - REV P PAGE 2 OF 2
MFG. #5400776 -3199
C
-
. I V
VSR-F
U (D.POTTER VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
C)
0
U.S. Pat. No. 3921989
Canadian Pat. No. 1009680
Other Patents Pending
Potter Electric, Rd., 1990
GENERAL INFORMAllON
The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for
use on steel pipe; schedules 10 through 40, sizes 2" thru 8".
LPC approved sizes are 20 thru 80 (50mm thru 200mm).
The unit may also be used as a sectional waterfiow detector -on large systems.
The unit contains two single pole, double throw, snap action
switches and an adjustable, instantly recycling pneumatic
retard. The switches are actuated when a flow of 10 gallons
per minute or more occurs downstream of the device. The.•
flow condition must exist for a period of time necessary to
overcome the selected retard period.
ENCLOSURE: The unit is enclosed in a general purpose,
die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A
field installable cover tamper switch is available as an option
which may be used to indicate unauthorized removal of the
cover. See bulletin no. 5400775 for installation instructions of
this switch.
UL, ULC and CSFM Listed, FM and LPC Approved, NYMEA
Accepted, CE Marked
Service Pressure: Up to 450 PSI
Minimum Flow Rate for Alarm: 10 GPM
Maximum Surge: 18 FPS
Contact Ratings: Two sets of SPDT (Form C)
15.0 Amps at 125/250VAC
2.0 Amps at30VDC Resistive
Conduit Entrances: Two knockouts provided for 1/2° conduit
Environmental Specifications:
Suitable for indoor or outdoor use with factory installed
gasket and die-cast housing.
NEMA 4/11354 Rated Enclosure - use with appropriate
conduit fitting.
Temperature Range: 40°F/1 20°F, 4.560/490C
Non-corrosive sleeve factory installed in saddle.
Caution: This device is not intended for applications in explosive
environments.
SizesAvailable: Steel Pipe schedules 10thru40, sizes 2thru 8" BS 1387 pipe 50mm thru 200mm
Note: For copper or plastic pipe use Model VSR-CF.
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-1 3R
National Fire Alarm Code NFPA-72
Optional: Cover Tamper Switch Kit, Stock No. 0090018
INSTALLATION: See Fig2
These devices may be mounted on horizontal or vertical pipe.
On horizontal pipe they should be installed on the top side of
the pipe where they will be accessible. The units should not
be installed within 6" of a fitting which changes the direction of
the waterfiow or withiri 24" of a valve or drain.
Drain the system and drill a hole in the pipe using a circular
saw in a slow speed drill. The 2" (50mm) and 2 1/2° (65mm)
devices require a hole with a diameter of 1 1/4° + 1/80 - 1/16"
(33mm ±2mm). All other sizes require a hole with a diameter
Of 2° ±1/8" (50mm ±2mm).
Clean the inside pipe of all growth or other material for a
distance equal to the pipe diameter on either side of the hole.
Roll the vane so that it may be inserted into the hole; do not
bend or crease it. Insert the vane so that the arrow on the
saddle points in the direction of the waterflow. Install the
saddlö strap and tighten nuts alternately to an eventual 50 ft-lbs. of torque (see Fig. 2). The vane must not rub the inside of
the pipe or bind in any way.
Specifications subject to change without notice.
Potter Electric Signal Company" 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-3253936/Canada 905-882-1833 • www.potterslgnal.com
PRINTED IN USA MKT. #8800001 . REV R PAGE 1 OF 2 MRS. #5400761 - 10/99
FIG. 3 TYPICAL ELECTRICAL CONNECTIONS
NOTES:
The Model VSR-F has two
__________________ switches, one can be 2 SETS OF NORMALLY OPEN CONTACTS EOI.R FROM used to operate a central
QDSE ON ALARM FIRE PANEL PANEL station, proprietary or re-
I I ________ mote signaling unit, while
NO NO the other contact is used
to operate a local audible
NO IC NO I IC I or visual annunciator.
A condition of LPC Ap-
proval of this product is
_____________ ____________
POSflWEDC!o
that the electrical entry
ThE NC AND NO MANKIN
ON ThE SWITDI ARE FOR OR HOT AC BELl. must be sealedto exclude
AN ALARM cONDmON. NEGATIVE DC _______________________ moisture.
ThE CONTACTS ARE REVERSED WHEN mE DEVICE IS IN OR NEUTRAL AC an isi-a For supervised circuits .ThE NORMAL CONDITION. see "Switch Terminal
Connections" drawing
and caution note (Fig. 1).
FIG. 4
To remove knockouts: Place
screwdriver at edge of knock-
outs, not in the center.
C
(D.POTTER VSR-F
VANE TYPE WATERFLOW ,,—
SWITCH WITH RETARD )
FIG.1
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
9-
9- C. 923-a
CAUTION:
An uninsulated section of a
single conductor should not
be looped around the termi-
nal and serve as two sepa-
rate connections. The wire
must be severed, thereby
providing supervision of the
connection in the event that
the wire becomes dislodged
from under the terminal.
FIG. 2
RETARD ADJUSTMENT:
.10 CHANGE TIME TURN KNOB
FOR DESIRED TIME DELAY. US
AMOUNT OF RETARD NECESSA
FALSE ALARMS. A V SETI1NC
ADEQUATE FOR THIS. FACTOT
TO INSTALL DRULAHOLEAS INDICATED
PIPE SIZE HOI.E SIZE
2'1o2 112" 11/4' +118"-1I16'
(50mm to 65mm) (33mm *2mm)
311oB' 2"±1/8"
(80mm to 200mm) (50mm *2mm)
DWG. #761-30
DO NOT LEAVE COVER OFF FOR
EXTENDED PERIOD OF TIME
TIGHTEN NUTS
ALTERNATELY TO AN
EVENTUAL SOFT.-LBS
OF TORQUE
MOUNT ON PIPE SO
ARROW ON SADDLE
POINTS IN DIRECTION
OF WATERFLOW
ROLL PADDLE IN
OPPOSITE DIRECTION
OF WATERFLOW
APPROX. RETARD SETTINGS (IN SECS.)
[0
0
A
10-25
1
208
7
-55
0
50-70
£
60-90
TESTING
The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in
accordance with applicable NFPA Codes and Standards anWor, the authority having jurisdiction (manufacturer recommends
quarterly or more frequently).
ally located at the end of the most remote branch line, should always be used for
If provided, the Inspector's test valve, that is usu the operation of the flow detection device on the system, application of the test purposes. If there are no provisions for testing
VSR-F Is not recommended or advisable.
A minimum flow of 10 gpm is required to activate this device.
IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be
tested In accordance with the testing instructions.
MKT. #8800001-REV R PAGE 2OF2
PRINTED IN USA MFG. #5400761 -10/99