HomeMy WebLinkAbout3103 SIMBA WAY; ; FPR2017-0215; Permit1Ui'4*15ZTi%Xd Wit, 141:1611:411
cfaty of
Carlsbad
Print Date: 10/24/2024 Permit No: FPR2017-0215
Job Address: 3103 SIMBA WAY, CARLSBAD, CA Status: Closed - Finaled
Permit Type: FIRE-Construction Residential Work Class: Underground Fire
Parcel #: Track #: Applied: 06/01/2017
Valuation: $0.00 Lot #: Issued: 09/27/2017
Occupancy Group: Project #: DEV2016-0009 Finaled Close Out: 03/07/2019
#f Dwelling Units: Plan #:
Bedrooms: Construction Type: Final Inspection:
Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy
Plan Check #: Salcedo, Felix
Fieri, Dominic
Project Title: BLUE SAGE CONDOS
Description: BLUE SAGE AND ACACIA CONDOS -FIRE UNDERGROUND (LG)
Applicant:
BASILE CONSTRUCTION INC
7952 ARMOUR ST
SAN DIEGO, CA 92111-3718
(858) 586-7800
FEE AMOUNT
FIRE Hourly Services First Hour $159.00
FIRE Hourly Services First Hour $159.00
FIRE Hourly Services First Hour $159.00
FIRE Hourly Services First Hour $159.00
FIRE Plan Resub (3rd&Subsequent Submittal/hr) $132.00
FIRE Reinspection (per inspection) $193.00
FIRE Underground Piping witi 5+ Hyds/Risers
-
$996.00
Total Fees: $1,957.00 Total Payments To Date: $1,957.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov
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2X' FRAMING' AT FIRE CHASE.
201 503 SPETO-14
FIRE CHASE DETAIL
ONE LAYER OF G'YPSUt-i
BOARD.
(2) LAYERS OF TYPE X
G'YP5Ut'4 BOARD AT STUD SAY
(FOR 1 HOUR FIRE RATING'),
ACCESS PANEL - FLASH
SIMILAR TO STANDARD
kNINOYL FLASHING.
SC-ALE: 1-1/2=1-0
EXTERIOR CEMENT PLASTER.
017-0215
Underground Materials Submittal
For "The Preserve -
Blue Sage & Acacia"
PROTECTION
DESIGN AND
CONSULTING
2851 Camino Del Rio South
Suite 210
Son Diego, CA 92108
(phone) 619.255.8964
(fax) 619.255.9547
www.protectiondesign.com
1.0 Underground & References
1.1 Backflow Prevention Assembly
1.2 Water Study
1.3 Fire Flow Calculation
1.4 C-900 PVC Pipe
1.5 Class 350 Ductile Iron Pipe
1.6 Class 250 Ductile Iron Fittings
1.7 MegaLug Series 1100
1.8 MegaLug Series 2000pv
1.9 Iron Body Check Valve
1.10 Iron Body Gate Valve
1.11 Post Indicator
1.12 Wet Barrel Fire Hydrant
All items submitted to establish minimum standard of compliance and are stipulated to be "As
shown or approved equal."
ES-A-C300C300N
Colt' Series IC300,IC300N
Double Check Detector Assemblies
Sizes: 2½" - 10" (65— 250mm)
A
A M E S
FIRE & WATER WORKS
3OOBFG
Features
Extremely Compact Design
70% Lighter than Traditional
Designs
304 (Schedule 40) Stainless Steel
Housing & Sleeve
Groove Fittings Allow Integral
Pipeline Adjustment
Patented Tr-Link Check Provides
Lowest Pressure Loss
Unmatched Ease of Serviceability
Available with Grooved Butterfly
Valve Shutoffs
May be Used for Horizontal,
Vertical or N Pattern Installations
Replaceable Check Disc Rubber
It is illegal to use this product in any plumbing
system providing water for human consumption,
such as drinking or dishwashing, in the United
States. Before installing standard material prod-
uct, consult your local water authority, building
and plumbing codes. -
Job Name
Job Location
Engineer
Approval
The Colt C300, C300N Double Check Detector Assemblies are designed to protect
drinking water supplies from dangerous cross-connections in accordance with
national plumbing codes and water authority requirements for non-potable service
applications such as irrigation, fire line, or industrial processing. The Colt C300,
C300N may be installed under continuous pressure service and may be subjected
to backpressure for non-toxic applications. The Colt C300, C300N is used primarily
on fire line sprinkler systems when it is necessary to monitor unauthorized use of
water. t-or use in non-health hazard applications.
Specifications
The Colt C300, C300N Double Check Detector Assemblies shall consist of two
independent Tr-Link Check modules within a single housing, sleeve access port,
four test cocks and two drip tight shutoff valves. Tr-Link Check shall be removable
and serviceable, without the use of special tools. The housing shall be constructed
of 304 (Schedule 40) stainless steel pipe with groove end connections. Tri-Link
Checks shall have reversible elastomer discs and in operation shall produce
drip tight closure against the reverse flow of liquid caused by backpressure or
backsiphonage. The bypass assembly shall consist of a meter, which registers in
either gallon or cubic measurement, a double check valve assembly and required
test cocks. Assembly shall be a Colt C300, C300N as manufactured by the Ames
Company.
The information contained herein is not intended to replace the full product installation
and safety information available or the experience of a trained product installer. You are
required to thoroughly read all installation instructions and product safety information
hpforp hsninninn thR instlltion of this nrndt mt
Contractor____________
Approval
Contractor's P.O. No.
Representative
Ames Fire & Waterworks product specifications in U.S. customary units and metric are approidmate and are provided for reference only. For precise measurements, please contact Ames Fire & Waterworks
Technical Service. Ames Are & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such
changes and modifications on Ames Fire & Waterworks products previously or subsequently sold.
k onfigurations
Horizontal
Vertical up
"N" pattern horizontal
aterials
Housing & Sleeve: 304 (Schedule 40) Stainless Steel
Elastomers: EPDM, Silicone and Buna 'N'
Tn-Link Checks: Noryl®, Stainless Steel
Check Discs: Reversible Silicone or EPDM
Test Cocks: Bronze Body Nickel Plated
Pins & Fasteners: 300 Series Stainless Steel
Springs: Stainless Steel
Dimensions - Weights
Available Models
Suffix:
OSY - UL/FM outside stem and yoke resilient
seated gate valves
BFG - UL/FM grooved gear operated butterfly valves
with tamper switch
*OSY FxG - Flanged inlet gate connection and grooved
outlet gate connection
*Q5y GxF
- Grooved inlet gate connection and flanged
outlet gate connection
5y GxG - Grooved inlet gate connection and grooved
outlet gate connection
Available with grooved NRS gate valves - consult factory*
Post indicator plate and operating nut available - consult factory*
*Consult factory for dimensions
Pressure - Temperature
Temperature Range: 33°F— 140°F (0.5°C - 60°C)
Maximum Working Pressure: 175psi (12.1 bar)
EE LIM
C30ON
A
C (open)
D
f1l11I DIMENSIONS WEIGHT
in. mm
A
in. mm
C(O5fl
in. mm
0
in. mm
G
in. mm
H
in. mm
I
in mm
J
in. mm
P
in. mm
C300
ft kgs.
C300N
lbs. kgs.
21h 65 3Q3/4 781 163A 416 3½ 89 29'A6 738 21½ 546 151h 393 89/16 223 133A6 335 139 63 147 67
3 80 313/4 806 187A 479 3A6 94 301/4 768 22¼ 565 17% 435 93A6 233 141h 368 159 72 172 78
4 100 333/4 857 22/4 578 4 102 33 838 231h 597 181h 470 9'5A6 252 153A& 386 175 79 198 90
6 150 43½ 1105 30½ 765 5½ 140 44~ 1137 33¼ 845 23A6 589 131A6 332 19 483 309 140 350 159
8 200 49~ 1264 373/4 959 6"A6 170 54½ 1375 40½ 1019 27/16 697 15"A6 399 213As 538 494 224 569 251
10 250 57~ 1467 45~ 1162 83A6 208 66 1676 49½ 1257 826 Y7416 440 2T6W 795 361 965 438
C300BFG, C300NBFG
!A(!1bI DIMENSIONS WEIGHT
in. mm
A
in. mm
C
in. mm
0
in. mm
0
in. mm in.
H
mm
I
in. mm
J
in. mm
P
in. mm
C300BFG
lbs kgs
C300NBFG
lbs. kgs.
2½ 65 271/4 705 8 203 3½ 89 297/a 759 21½ 546 1415,16 379 813A6 223 13 330 70 32 78 35
3 80 281/4 718 85An 211 31A6 94 30A6 779 221/4 565 157A6 392 9/i 233 131h 343 68 31 81 37
4 100 29 737 815,16 227 311,16 94 3115/16 811 231h 597 161/4 412 915/16 252 14 356 75 34 98 44
6 150 361h 927 10 254 5 127 433As 1097 1 331/4 845 1 19"A6 500 1 13'A6 332 1 141h 368 131 59 1 171 78
8 200 423/4 1086 121/, 311 61h 165 511,16 1297 1 401A 1019 1 23316 592 1 15"A6 399 1 18/i 462 275 125 1 351 159
NoryP is a registered trademark of SABIC Innovative Plastics".
Psi
12
10
6
D 0 4
0 IOU /-UU SUU 400 UU rIUU RiO tsougpm
380 760 1140 1520 1900 2280 2660 3040 1pm
7.5 13 fps
psi
24
20
16
12
a3 8
4
0
0
0
4" (100mm)
N
V H
Approvals
Approved by the Foundation for Cross-Connection
Control and Hydraulic Research at The University of
Southern California (FCCCHR-USC)
For additional approval information please contact the factory or
visit our website at www.amesfirewater.com
**
®
j®
US c®us FM
C Approved
1048 864.5 (**BFG & OSY Only)
Horizontal _______Vertical -------N - Pattern
• 21h" (65mm) PSI Service Flow Rated Flow 11. Rated Flow
14
12
10 W4!!FI1 I ;
o 50 100 150 200 250 300 350 gpm
0 190 380 570 760 950 1140 1330 1pm
7.5 15 fps
Capacity
UL/FM Certified Flow Characteristics
Flow characteristics collected using butterfly shutoff valves.
Flow capacity chart identifies valve performance based
upon rated water velocity up to 25fps
Service Flow is typically determined by a rated velocity of
7.5fps based upon schedule 40 pipe.
Rated Row identifies maximum continuous duty perfor-
mance determined by AWWA.
UL Row Rate is 150% of Rated Flow and is not recom-
mended for continuous duty.
AMA Manual M22 [Appendix C] recommends that the
maximum water velocity in services be not more than
lofps.
6" (150mm)
PSI Service Flow Rated Flow *111. Rated Row
12 N
10 H
0 300 600 900 1200 1500 gpm
0 1140 2280 3420 4560 5700 1pm
7.5 12 fps
3" (80mm) PSI Service Flow Rated Row *11. Rated Flow
12
10 ______ = ___ - ____H
0 100 200 300 400 500 gpm
0 380 760 1140 1520 1900 1pm
7.5 15 fps
8" (200mm)
P Service Row Rated Flow U1. Rated Flow
10
SO
'r11TJ __
0 500 1000 1500 2000 2500 gpm
0 1900 3800 5700 7600 9500 1pm
7.5 10 fps
I! 41'H7771
_I..__ _Iu.
Pam
__
go
=MM IMF
I !n! mblmmw I
0 500 1000 1500 2000 2500 3000 3500 gpm
0 1900 3800 5700 7600 9500 11400 13300 1pm
7.5 10 fps
Inquire with governing authorities for local installation
requirements
A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066. Fax: ON 975-8350 • AmesFireWater.com
USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWater.com
Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • ArnesFireWater.ca
Latin America; Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • AmesFireWater.com
ES-A-C300_C300N 1503 0 2015 Ames Fire & Waterworks
&02
PLANNING ENGINEERING SURVEYING
WATER STUDY
FOR:
QUARRY CREEK PLANNING AREA R-II11-2
City of Carlsbad, CA
PREPARED FOR:
CORNERSTONE COMMUNITIES
4365 EXECUTIVE DRIVE, SUITE 600
SAN DIEGO, CA 92121
PREPARED BY:
SB&O, INC.
3990 RUFFIN ROAD, SUITE 120
SAN DIEGO, CA 92123
858-560-1141
SB&O JOB NO. 71820.60
E
ri° uJ (1 \ No.68547 II
,II; Exp. 9/30/17
CM
OF
4w&rT
Aaron Parker, PE 68547
Exp: 9/30/2017
July 18, 2016
Corporate Office: 3990 Ruffin Road, Suite 120 . San Diego, CA. 92123 . Phone (858) 560-1141 . Fax (858) 560-8157
41689 Enterprise Circle North, Suite 126. Temecula, CA. 92590 . Phone (951) 695-8900 • (951) 695-8901
B&02
PLANNING ENGINEERING SURVEYING
TABLE OF CONTENTS
INTRODUCTION .1
DESCRIPTION OF WATER SYSTEMS ...................................................................1
2.1 Existing Condition.................................................................................................1
2.2 Proposed Private Water System ........................................................................... 1
HYDRAULIC ANALYSIS (R-1 AND R-2) ..................................................................2
3.1 EPANET .................................................................................................................2
3.2 Residual Demand Analysis .................................................................................... 2
3.3 Results .................................................................................................................. 2
RECOMMENDATIONS ............................................................................................3
4.1 Pipelines ............................................................................................................... 3
4.2 Pressure Regulation .............................................................................................3
4.3 Meters ........................................ .............................................................................. 3
EXHIBITS
Exhibit A: Vicinity Map
Exhibit B: EPANET Results / Site Map
D:\71922 QC PA R-2\Reports\Water\Don Water Study\20 160718, QCRIR2 WATER STUDYdoca 1
BB&02
PLANNING ENGINEERING SURVEYING
Introduction
The Quarry Creek project is located in the City of Carlsbad (City), but is bordered to the
east by the City of Oceanside. The project is situated west of College Boulevard, east of
Interstate 5 and south of Haymar Drive. The property is divided north and south by the
Buena Vista Creek which runs east-to-west across the middle of the site.
Planning Area 2 (R-2) is located in the northeastern portion of the site, and consists of
278 residential apartment units in two- and three-story buildings. R-2 is bound by the
Buena Vista Creek to the south, El Salto Falls Road to the west and Haymar Drive to
the north.
This report summarizes our analysis of the proposed public water system within R-2 for
sizing of facilities and verifying adequate working pressures. The water meters from the
R-1 project take service from the public main line. R-1 has an internal private 8" system
that loops and connects into the public main line in two locations; therefore, the demand
from R-1 has been taken into account in the analysis of the public main line. This report
is preliminary and may be revised due to changes that occur in the final design stage of
the project.
Description of Water Systems
2.1 Existing Condition
A water system analysis for the Quarry Creek Master Plan was prepared by Dexter
Wilson Engineering, dated March 2012. The Quarry Creek water system is connected
to the 580 pressure zone near the intersection of Tamarack Avenue and Simsbury
Court. A pressure reducing station reduces all the Quarry Creek main lines to the 330
pressure zone.
2.2 Proposed Private Water System
The R-2 area contains private driveways, private sewer, and a public domestic and
reclaimed water system. The internal 8" PVC public water main line is looped through
the site, and connected at two locations to the existing public water main along Haymar
Drive and El Salto Falls Road. The layout of the domestic water system and the Points
of Connection (POCs) are illustrated in Exhibit A. Each building shall receive a single
water service.
D:\71922 QC PA R-2'Reports\Water\Dom Water Study'20160718, QCRtR2 WATER STUDYdocx
BB&02
PLANNING ENGINEERING SURVEYING.
3. Hydraulic Analysis (R-1 and R-2)
3.1 EPANET
EPANET (v2.00.12) is a computer program that performs extended period simulation of
hydraulic and water quality behavior within pressurized pipe networks. EPANET can be
used for many different kinds of applications in distribution systems analyses. A
network consists of pipes, nodes (pipe junctions), pumps, valves, and storage tanks or
reservoirs. EPANET tracks the flow of water in each pipe, the pressure at each node,
and the height of water in each tank throughout the network during the simulation period
comprised of multiple time steps.
3.2 Residual Demand Analysis
In accordance with the City's Design Requirements, Section 3.2.1, the following
demand profiles shall apply to the combined hydraulic analysis of the 64 residential
multi-family units from the R-1 project and the 278 residential multi-family units and
recreation building from the R-2 site.
Average Daily Demand (ADD) = 85,500 gallons per day (gpd) = 59 gallons per minute
(gpm)
Maximum Daily Demand (MDD) = 141,075 gpd = 98 gpm
Peak Hour Demand (PHD) = 247,950 gpd = 172 gpm
Max Day + Fire= 141,075 gpd= 98 gpm + 3,000 gpm= 3,098 gpm
Per City's Design Requirements, Section 2.3, the minimum residual pressure shall meet
the following criteria:
40 PSI at PHD
20 PSI at design fire flow plus MDD
3.3 Results
The results of the PHD analysis are summarized in the table below and Exhibit B.
SIMULATION ALLOWABLE
Max. Velocity (FPS) 0.71 , 8
Hazen-Williams Roughness Coef. "C" 120 -
Max. Residual Pressure (PSI) 93.85 -
Mm. Residual Pressure (PSI) 90.88 40
D:\71922 QC PAR-2\Reporls\Water'Dom Water Study\20160718, QCRIR2 WATER STUDYdocx 2
B&02
PLANNING ENGINEERING SURVEYING
The results of the MDD+Fire analysis are summarized in the table below and Exhibit B.
SIMULATION ALLOWABLE
Max. Velocity (FPS) 12.92 -
Hazen-Williams Roughness Coef. "C" 120 -
Max. Residual Pressure (PSI) 83.70 -
Mm. Residual Pressure (PSI) 80.34 20
4. Recommendations
4.1 Pipelines
The main lines within the project should be constructed with 8" PVC (DR-1 8, HG 330)
pipe or equivalent, and in accordance with the City's Water Design & Construction
Manual.
4.2 Pressure Regulation
This water system does not require any pressure regulators or reducers for the on-site
public water system. The individual buildings will require pressure reducers, to be
determined by the building plumbing engineer.
4.3 Meters
The domestic water system shall be looped and connected at two POCs to the off-site
public main lines. Each Planning Area R-2 building will receive an individual meter.
Planning area R-1 will have a private water system with master meters located at the
public right-of-way or easement. All meters will be sized with the building permits
according to the final fixture unit count.
D:\71922 QC PA R-2\Reports\Vater\Dom Water Study\20160713, QCRIR2 WATER STUDY.docx 3
B&02
PLANNING ENGINEERING SURVEYING
Exhibit A: Vicinity Map
ID A/IRA I
EL CAM/NO COSTA COLLEGEI
COUNTRY CLUB
VISTA WA y
MIMM-2-1 NEW
i' HA YMAR--'
47-
A/A RRON
RD.
SITE
LAKE
RD.RD.
pLSBAD ¼
VICINITY liMP
NOT TO SCALE
THOMAS BROTHERS PG. 1107, GRID A-2
2006 EDIT/ON
D:\71922 QC PA R-2\Reports\Water\Dom Water Study\20 160718, QCRIR2 WATER STIJDY.docx
BB&02
PLANNING ENGINEERING SURVEYING
Exhibit B: EPANET Results & Site Map
D:\7I922 QC PA R-2\Reports\Vater\Dom Water Study\20160718 QCRIR2 WATER STUDY.docx
Page 1 7/18/2016 8:14:09 PM
**********************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.0 *
**********************************************************************
Input File: 20151030, PHD.net
Link - Node Table:
Link Start End Length Diameter
ID Node Node ft in
1 2
-----------------------------------------------------------------------
11 301 8
2 Jl J2 210 8
3 J2 J3 486 8
4 J3 J4 108 8
5 J4 J6 398 8
6 Ji J5 443.5 8
7 J5 J6 354.5 8
10 J6 J7 145.2 8
11 J7 1 887.82 8
Node Results:
Node Demand Head Pressure Quality
ID GPM
----------------------------------------------------------------------
ft psi
Jl 14.70 329.89 93.85 0.00
J2 38.80 329.87 92.80 / 0.00
J3 18.10 329.86 90.88 0.00
J5 33.70 329.87 93.49 0.00
J4 12.10 329.86 91.37 0.00
J7 20.10 329.88 92.67 0.00
J6 39.30 329.87 92.96 0.00
1 -66.05 330.00 0.00 0.00 Reservoir
2 -110.75 330.00 0.00 0.00 Reservoir
Link Results:
Link Flow VelocityUnit Headloss Status
ID GPM fps ft/Kft
1 110.75
----------------------------------------------------------------------
0.71 0.36 Open
2 56.23 0.36 0.10 Open
3 17.43 0.11 0.01 Open
4 -0.67 0.00 0.00 Open
5 -12.77 0.08 0.01 Open
6 39.82 0.25 0.05 Open
7 6.12 0.04 0.00 Open
Page
Link Results: (continued)
----------------------------------------------------------------------
Link Flow Velocityunit Headloss Status
ID - GPM fps ft/Kft
----------------------------------------------------------------------
10 -45.95 0.29 0.07 Open
11 -66.05 0.42 0.14 Open
2
Page 1 7/18/2016 8:18:34 PM
**********************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.0 *
**********************************************************************
Input File: 20160718, MDD-1-FIRE.net
Link - Node Table:
Link Start End Length Diameter
ID Node Node ft in
1 2
----------------------------------------------------------------------
11 301 8
2 Ji J2 210 8
3 J2 J3 486 8
4 J3 J4 108 8
5 J4 J6 398 8
6 11 J5 443.5 8
7 J5 J6 354.5 8
10 J6 J7 145.2 8
11 J7 1 887.82 8
Node Results:
Node Demand Head Pressure Quality
ID GPM ft
----------------------------------------------------------------------
psi
Jl 1508.40 306.46 83.70 0.00
J2 22.10 306.15 82.52 0.00
J3 10.30 305.54 80.34 0.00
J5 19.20 305.59 82.97 0.00
J4 6.90 305.41 80.77 0.00
J7 11.50 308.44 83.38 0.00
J6 1522.30 304.99 82.18 0.00
1 -1076.47 330.00 0.00 0.00 Reservoir
2 -2024.23 330.00 0.00 0.00 Reservoir
Link Results:
Link Flow Velocityunit 1-leadloss Status
ID GPM fps ft/Kft
1 2024.23
----------------------------------------------------------------------
12.92 78.20 Open
2 239.37 1.53 1.50 Open
3 217.27 1.39 1.25 Open
4 206.97 1.32 1.15 Open
5 200.07 1.28 1.08 Open
6 276.46 1.76 1.96 Open
7 257.26 1.64 1.71 Open
1
Page 2
Link Results: (continued)
----------------------------------------------------------------------
Link Flow Velocityunit Headloss Status
ID GPM fps ft/Kft
----------------------------------------------------------------------
10 -1064.97 6.80 23.80 Open
11 -1076.47 6.87 24.28 Open
2
PROTECTIO DESIGN & CONSULTING
2851 CAMINO DEL RIO SOUTH #210
SAN DIEGO,CA 92108
HYDRAULIC CALCULATIONS FOR
Cornerstone - Blue Sage & Acacia (The Preserve) E
DRAWING NUMBER: FP-l.l & FP-1.2 DATE: Y 25, 2017 FP 1W9 f D(P. 06/30/2018
DESIGN DATA - FIRE FLOW CALCULATION WE
WATER SUPPLY /
Source: SB&O Test Date: 07/18/2016 Test By: Aaron Parker
Location: Node "Jl" East of El Salto Falls Road
Static: 93.8 psi Residual: 83.7 psi Flow: 3,000 gpm
Source Elevation Relative to Finished Flow Level: 104.0 ft.
NAME OF DESIGNER: Tyler Cronk
AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department
NOTES:
Calculations performed by HASS under license # 50082072
granted by HRS SYSTEMS, INC.
(Notes continue after pipe calculations results.)
(Notes continue after pipe calculations results.)
WATER SUPPLY ANALYSIS
Static: 93.80 psi Resid: 83.70 psi Flow: 3000.0 gpm
100.0
80 .0 G —
A
U
G
E
p 60.0
R
E
S
S
U
R 40.0
E —
rem
-14.7
[I]
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
(2) On Si te nr siirpq a rR hsd nn hose trm cIpdiint. nn t. tbp. snnrnp
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 5/25/2017E PRESERVE)\F'IRE\2017-05-25\HYD. CALCS\17-11 FIRE FLOW.SDF
JOB TITLE: 1711 Blue Sage & Acacia
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 93.8 83.7 3000.0 91.0 1500.0 43.7
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1500.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 1500.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
SRC 104.0 SOURCE 43.7 1500.0
UG 104.0 - - - - 43.7 - - -
UG1 116.0 - - - - 27.2 - - -
UG2 117.0 - - - - 26.3 - - -
UG3 114.0 - - - - 27.9 - - -
UG4 119.0 - - - - 25.1 - -
UGS 117.0 - - - - 26.1 - - -
UG6 121.0 - - - - 23.7 - - -
UG7 118.0 - - - - 25.6 -
UG8 122.0 - - - - 23.1 - - -
UG9 126.0 - - - - 22.4 - - -
UG10 126.0 - - - - 33.3 - - -
BF1 104.0 - - -. - 43.4 - - -
BF2 104.0 - - -- 33.4 -
BF3 126.0 - - - - 33.0 - - -
BF4 126.0 - - - - 23.0 - - -
FH1 122.0 HOSE STREAM 20.0 1500.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 5/25/2017E PRESERVE)\FIRE\2017-05-25\HYD. CALCS\17-11 FIRE FLOW.SDF
JOB TITLE: 17-11 Blue Sage &, Acacia
NFPA2 PIPE DATA
Pipe Tag I K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 799.9 BF1 1.00 150 43.7
SRC 104.0 43.7 700.1 UG10 E12.00 ---- 0.00 0.0
UG 104.0 43.7 1500.0 11.650 1.00 0.002 0.0
Pipe: 2 0.0 0.0 4E144.0 1479.42 150 43.7
UG 104.0 43.7 700.1 BF3 E12.00 2T162.0 314.00 9.5
UG10 126.0 33.3 700.1 11.650 G: 8.0 1793.42 0.001 0.9
Pipe: 3 0.0 0.0 20.00 150 43.7
UG 104.0 43.7 799.9 BF2 E8.000 1:53.0 59.00 0.0
BF1 104.0 43.4 799.9 7.980 G: 6.0 79.00 0.004 0.3
Pipe: 4 0.0 Fixed Pressure Loss Device
BF1 104.0 43.4 799.9 UG1 10.0 psi, 799.9 gpm
BF2 104.0 33.4 799.9
Pipe: 5 0.0 385.7 UG3 207.33 150 33.4
BF2 104.0 33.4 414.3 UG2 E8.000 E:27.0 47.00 5.2
UG1 116.0 27.2 799.9 7.980 L:20.0 254.33 0.004 1.0
Pipe: 6 0.0 0.0 4E108.0 184.00 150 27.2
UG1 116.0 27.2 414.3 UG4 E8.000 T:53.0 167.00 0.4
UG2 117.0 26.3 414.3 7.980 G: 6.0 351.00 0.001 0.4
Pipe: 7 0.0 0.0 120.00 150 27.2
UG1 116.0 27.2 385.7 UG5 E8.000 T:53.0 53.00 -0.9
UG3 114.0 27.9 385.7 7.980 173.00 0.001 0.2
Pipe: 8 0.0 175.7 UG4 4E108.0 264.00 150 27.9
UG3 114.0 27.9 210.0 UG7 E8.000 T:53.0 167.00 1.3
UG5 117.0 26.1 385.7 7.980 G: 6.0 431.00 0.001 0.5
Pipe: 9 0.0 428.8 UG8 184.67 150 26.1
UG5 117.0 26.1 -218.8 UG9 E8.000 4E108.0 114.00 0.4
UG7 118.0 25.6 210.0 7.980 G: 6.0 298.67 0.000 0.1
Pipe: 10 0.0 428.8 UG8 599.08 150 22.4
UG9 126.0 22.4 -210.0 UG5 E8.000 8E216.0 228.00 -3.5
UG7 118.0 25.6 218.8 7.980 2G:12.0 827.08 0.000 0.3
Pipe: 11 0.0 590.0 UG6 4E108.0 124.50 150 26.3
UG2 117.0 26.3 -175.7 UG5 E8.000 T:53.0 167.00 0.9
UG4 119.0 25.1 414.3 7.980 G: 6.0 291.50 0.001 0.3
Pipe: 12 0.0 0.0 147.67 150 25.1
UG4 119.0 25.1 590.0 UG8 E8.000 4E108.0 114.00 0.9
UG6 121.0 23.7 590.0 7.980 G: 6.0 261.67 0.002 0.6
Notes
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 5/25/2017E PRESERVE)\FIRE\2017-05-25\HYD. CALCS\17-11 FIRE FLOW.SDF
JOB TITLE: 17-11 Blue Sage & Acacia
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 1500.0 FHl 32.83 150 23.7
UG6 121.0 23.7 -910.0 UG9 E8.000 ---- 0.00 0.4
UG8 122.0 23.1 590.0 7.980 32.83 0.002 0.1
Pipe: 14 0.0 1500.0 FBi 529.17 150 22.4
UG9 126.0 22.4 -1018.7 UG7 E8.000 4E108.0 114.00 -1.7
UG8 122.0 23.1 481.3 7.980 G: 6.0 643.17 0.002 1.0
Pipe: 15 0.0 590.0 UG6 5E135.0 307.25 150 26.1
UG5 117.0 26.1 -414.3 UG2 E8.000 2T106.0 247.00 0.9
UG4 119.0 25.1 175.7 7.980 G: 6.0 554.25 0.000 0.1
Pipe: 16 0.0 1500.0 FH1 5E135.0 311.17 150 25.6
UG7 118.0 25.6 -1071.2 UG9 E8.000 2T106.0 247.00 1.7
UG8 122.0 23.1 428.8 7.980 G: 6.0 558.17 0.001 0.7
Pipe: 17 0.0 0.0 T:53.0 24.50 150 33.3
UG10 126.0 33.3 700.1 BF4 E8.000 L:20.0 79.00 0.0
BF3 126.0 33.0 700.1 7.980 G: 6.0 103.50 0.003 0.3
Pipe: 18 0.0 Fixed Pressure Loss Device
BF3 126.0 33.0 700.1 UG9 10.0 psi, 700.1 gpm
BF4 126.0 23.0 700.1
Pipe: 19 0.0 481.3 UG8 121.50 150 23.0
BF4 126.0 23.0 218.8 UG7 E8.000 2E:54.0 54.00 0.0
UG9 126.0 22.4 700.1 7.980 175.50 0.003 0.6
Pipe: 20 H.S. 1500.0 Disch 13.58 150 23.1
UG8 122.0 23.1 0.0 E6.000 T:46.0 51.00 0.0
FBi 122.0 20.0 1500.0 6.080 G: 5.0 64.58 0.049 3.1
NOTES (BASS)
Calculations were performed by the BASS 8.6 computer program
in accordance with NFPA13 (2016)
under license no. 50082072 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.006 gpm and a maximum
imbalance at any node of 0.099 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 16.6 ft/sec at pipe 20.
Items listed in bold print on the cover sheet
Notes
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 5/25/2017E PRESERVE)\FIRE\2017-05-25\HYD. CALCS\17-11 FIRE FLOW.SDF
JOB TITLE: 17-11 Blue Sage & Acacia
are automatically transferred from the calculation report.
Available pressure at source node SRC under full flow conditions is
91.00 psi compared to the minimum required pressure of 20.00 psi.
PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: E MATERIAL: PVC150 HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee
6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00
7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00
11.650 36.00 81.00 24.00 87.00 28.00 8.00 81.00
BLUE,BR,UTE TM
MEETS AWWA G900
Building essentials
for a better tomorrow
BLUE BRUTETM
PVC C.I.O.D. Distribution Pipe
DR 25/DR1 8/DR1 4
Pressure Class 165, 235 and 305 psi
Ring-TiteTM Joints 4"- 12"
BLUE BRUTE TM
CONTENTS
01 PRODUCT, DESCRIPTION ........................2
02 SURGE DESIGN ......................5
03 SHORT FORM SPECIFICATION ...................... 6
04 DIMENSIONS AND WEIGHTS ......................8
05 FLOW/FRICTION CHARTS .........................9
DEFLECTION CHART .............................14 06
07 SHORT FORM INSTALLATION GUIDE/WARNING ......15
08 WARRANTY .....................................16
PRODUCT DESCRIPTION
AWWA C900 BLUE BRUTE T11
FOR USE IN DISTRIBUTION, MUNICIPAL WATER SYSTEMS AND OTHER SERVICES
DESCRIPTION
JM Eagle's Blue Brute'" pipe, produced in blue or white,
conforms to the AWWA 0900 specification, with gaskets
meeting ASTM F477 and joints in compliance with ASIM
D3139. Blue Brute'" water pipe has the long-term hydro-
static strength to meet the high safety requirements
commonly needed by municipal water systems. This
pipe conforms to AWWA 0900-07 Pressure Class 165
psi (DR 25), 235 psi (DR 18), 305 psi (DR 14); for sizes
4-12" in diameter.
LONG LAYING LENGTHS
The standard laying length of Blue Brute'" PVC pipe is
20 feet. This means that more ground can be covered
during installation while eliminating the cost of unnec-
essary joints.
LISTING STANDARDS ANSI/NSF STANDARD 61,
UL 1285, FM APPROVAL
See Short Form Specification.
APPLICATIONS
These products are typically used for distribution pipelines
of potable water. However, this pipe may be used for grav-
ity sewer, force main, and water reclamation projects.
PURPLE RECLAIM AND GREEN SEWER
FORCE MAIN
JM Eagle'" also manufactures this pipe in purple, spe-
cifically for reclaimed water .systems and green for
sewer force main applications. This pipe is made to the
same requirements as our stardard products. The only
difference is that the pigment ..ised is purple or green.
These products will not be marked with UL or NSF list-
ing marks. Additionally, the purple pipe will be marked:
"Reclaimed Water... Do Not Drink" and the green pipe
will be marked "Forced Sewer.'
* For lengths of 14 feet, Non-Hydrotested DR 18 Sewer
Pipe is available upon request.
QUALITY CONTROL
Without exception, each length of pipe is hydrostati-
cally tested and subject to i.spection by our quality
control inspectors throughout every step of the manu-
facturing process. JM Eagle's Quality Management
System is ISO 9001:2000 registered.* Copies of the
registration certificates are available on our website at
www.jmeagle.com.
* JM Eagle- is in the process of obtaining the ISO
9001-2000 registration of Qiality Management System
for all locations.
2 BLUE BRUTE
CORROSION RESISTANCE
Blue Brute PVC p pe is unaffected by, electrolytic cr
galvanic corrosion, or any known corrciie soil or water
conditions. You don't have to worry aoJt tubercula:iori,
or the need for costly lining, wrapprrg, coathg, or
cathodic protection.
FLOW CAPACITY
This PVC water pipe has a smooth irterior that sta.s
smooth over 1cng years of service with vtually no loss n
carrying capacity. Its coefficient of flow is C = 150 :Hazen
& Williams) the best available in comr-ioi use water sys-
tems. This capacity often allows savings r1 pumping c.os:s
as well as savhgs on the size of pipe equired.
SAVE IN HAiIDLING COSTS
Blue Brute PVC pipe is designed for irEtalled-ccst sai-
ings. Most sizes can be handled man ja'li, so there s no
need for ccs:ly installation equipmen:. Use the bacKhoe
for excavating and oackfilling only. Dig more trench, lay
pipe faster, and save more in cost per fcc•t installed.
FIELD CUTTING AND BEVELING
Blue Brute' rice can be field cut with a pcwer saw crordi-
nary handsaw. This eliminates the neec to invest in cos:ly
cutting equipnent. The pipe can also. be beveled withaut
the use of any expensive or complicated machinery.
LIGHT WEIGHT
A 20 foot length of 8" DR 18 Blue Brute' water pipe
weighs approximately 184 pounds. Installers prefer it
because it goes into the ground quickly - thus saving on
installation costs.
SERVICE LIFE
Because it is nonmetallic, the pipe does not lose strength
due to either potable water corrosion or external gal-
vanic soil conditions.
INSTALLATION
This product should be installed in accordance with
JIM Eagle Publication JME-0313, "Blue Brute, Big
Blue and Ultra Blue (C900/C905/C909) Installation
Guide" and "Pressure Pipe Tapping Guide."
BLUE BRUTE 3
PRODUCT DESCRIPTION
AWWA 0900 BLUE BRUTE TM
(CONTINUED)
CAST IRON O.D.
Available in 4", 6", 8", 10", and 12" trade sizes, this
pipe can be connected directly into cast/ductile iron
fittings and pipe. Connections to products with other
O.D. regimens can be done using commonly available
adapters or transition gaskets. Dimensions should be
checked for use with butterfly valves.
- ..
RING-TITE"" JOINT
Spigot pipe ends are supplied
from the factory with bevels.
Rieber® sealing ring
provides tight, flexible seal.
RING-TITE°' JOINTS WITH LOCKED-IN GASKETS
JIM Eagle's Ring-Tite" joint can be assembled quickly.
Seated in a deep groove, the flexible elastomeric
Rieber®* gasket provides a tight seal that protects the
line from shock, vibration, earth movement and com-
pensates for expansion and contraction of pipe lengths.
There's no field mixing or application of cement. It's a
simple push-together joint that remains tight under
normal operating conditions.
The factory installed Rieber® gaskets provide a tight,
flexible seal that resists rolling during installation.
Special gasket types are available for use with certain
chemical and petroleum products. Spigot pipe ends
are supplied from the factory with bevels. The bell is
an integral part of the pipe length with the same
strength. Joints meet or exceed ASTM D3139 for joint
tightness, including a 22 in. Hg vacuum for one hour,
under deflection with no leakage.
Note: Other types of gaskets may be provided. JIM Eagle" is in
the process of converting all gasketed products to the Rieber®
ring gasket.
* RieberO is a registered trademark of TI Specialty Polymer
Products Inc.
The bell is an integral part
of the pipe length with
the same strength.
ACCESSORIES
JIM Eagle's Blue Brute"' PVC pipe is compatible with all
the items required for smooth installation of distribu-
tion pipelines.
4 BLUE BRUTE
SURGE DESIGN
It is important to note that for the same conditions of interrupted flow, the surge pressures generated in pipe with
high tensile moduli will be greater than the surges in low moduli (PVC) pipe of similar dimensions.
As the modulus of tensile elasticity for a piping material increases, the resultant pressure surge, or water hammer",
caused by a change in flow velocity also increases. For example, an instantaneous 2 fps (0.6 mps) flow velocity
change in an 8" water main will create rSurge pressures as shown in Table 1 for different pipe materials. For all
system designs, surge pressures should be examined with the pipe material in use.
TABLE 1
PRESSURE SURGES IN 8 IN. WATER MAIN
In Response to 2 fps (0.6 mps) Instantaneous Flow Velocity Change.
Class 50 DI Pipe 100.0 689
Class 150 AC Pipe - 88.7 611
-
165 psi (DR 25) PVC Pipe 294 202 1
Pressure surges in PVC pipe of different dimension ratios in response to a 1 fps (0.3 mps) instantaneous flow velocity
change are shown in Table 2.
TABLE 2
DESIGN TABLE FOR PVC PIPE-PRESSURE SURGE VS. DIMENSION RATIO
In Response to 1 fps (0.3 mps) Instantaneous Flow Velocity Change.
1*iuJ:l*iuItei DIMENSION RATIO
14 19.8 137
18 17.4 120 1
25 147 101
BLUE BRUTE 5
SHORT FORM SPECIFICATION
AWWA 0900 BLUE BRUTE TM
SCOPE
This specification designates general requirements for 4" Pipe installation and usage shall be in compliance with
through 12" C.l.O.D.'s pipe produced in blue or white JM Eagle" Publication JME-0313, "Blue Brute"", Big Blue""
unpiasticized polyvinyl chloride (PVC) plastic pressure and Ultra Blue"" 0900/0905/C909 Installation Guide" and
pipe with integral bell and spigot joints for the conveyance Uni-Bell® Publication UNl-PUB-08-07, "Tapping Guide for
of water and other fluids. This pipe shall meet the require- PVC Pressure Pipe."
ments of AWWA Standard 0900, "Polyvinyl Chloride (PVC)
Water Distribution Pipe." QUICK BURST TEST
Randomly selected samples tested in accordance with
MATERIALS AWWA 0900 and UL 1285 shall withstand, without
All pipe shall be made from quality PVC resin, compounded failure, the pressures listed below when applied for
to provide physical and mechanical properties that equal or 60-70 seconds.
exceed cell class 12454 as defined in ASTM D1784.
HYDROSTATIC PROOF TESTING
Each standard length of pipe is tested up to 400 psi for
Pressure Class 165; 600 psi for Pressure Class 235; 800
psi for Pressure Class 305 for a minimum of 5 seconds. 25 100 165 535 The integral bell shall be tested with the pipe. 150 235 755
STANDARD LAYING LENGTHS 14 200 305 985
Standard laying lengths are 20 feet for all sizes. Other
lengths of 14 feet, Non-Hydrotested pipe is available DROP IMPACT TEST
upon request. Pipe shall withstand, without failure using Tup "B" and Flat
Rate Holder "B". at 73°F. a tun imnact enerov of iflfl ft-Ihf
PIPE for all Pressure Class of 4" - 12" trade sizes. There shall
Where specified as such, all pipe shall be suitable for
expansion and contraction at each joint with an elasto-
use as pressure conduit. Provisions must be made for energy is imposed.
be no visible evidence of shattering or splitting when the
meric gasket. The bell shall consist of an integral wall
section with a factory installed, solid cross section
Rieber® or other elastomeric gasket, which meets the
requirements of ASTM F477. The bell section shall be
designed to be at least as hydrostatically strong as the
pipe barrel and meet the requirements of AWWA 0900.
The joint design shall meet the requirements of ASTM
D3139 under both pressure and 22 in. Hg vacuum. Sizes
and dimensions shall be as shown in this specification.
6 BLUE BRUTE
TESTING REQUIREMENTS PER AWWA C900
350 500 650
20 min 20 min 20 mm
40% of OD 40% of OD 40% of OD
between between between
the plates the plates the plates
within 2-5 min within 2-5 min within 2-5 mm
330 470 610
TYPICAL PHYSICAL AND CHEMICAL PROPERTIES
Fiber Hoop Stress at 73°F
Minimum Short Term Bursting Strength (psi)
1,000 Hour Strength (psi) mm
Working Pressure Rating
73°F (% of rating at 73°F)
80°F (% of rating at 73°F)
100°F (% of rating at 73°F)
Chemical Resistance at 73°F
Acids
Salts - Bases
Physical Properties of Compound Std. Test Specimens
Minimum Tensile Strength (psi) at 73°F
Thermal Expansion
(in/100ft1500F Change)
Fire Resistance
Flame Spread
Smoke Development
Coefficient of Flow
Hazen & Williams
Mannings N Value
6400 01599
4200 - -
01598
100%
88%
62%
Excellent
Excellent
7000 0638
2"
Self Extinguishing
10 E162
330 E84
C=150
N=0.009
BLUE BRUTE 7
DIMENSIONS AND WEIGHTS
SUBMITTAL AND DATA SHEET
4.80 4.39 0.192 5.25 5.57 1.9
6.90 6.31 0.276 6.40 8.00 3.9
905 828 0.362 705 1050 67
1' 1110 1016 0.444 820 1288 101
P 13.20 12.08 0.528 8.80 15.31 14.4
4.80 4.23 0.267 5.25 5.87 2.6
690 609 0.383 640 843 53
9.05 7.98 0.503 7.05 11.06 9.2
[I 11.10 9.79 0.617 8.20 13.57 13.9
P 13.20 - 11.65 0.733 8.80 16.13 19.7
4.80 4.07 0.343 5.25 6.17 3.2
690 586 0.493 640 887 67
905 7.68 0.646 705 11.63 11.6
El 1110 942 0.793 820 1427 176
P 13.20 11.20 0.943 8.80 16.97 25.1
Consult JM Eagle TIfor CSA and other listing availability prior to shipment.
Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14.
mark
I.D. : Inside Dameter D9: Bell Outside Diameter
O.D. : Outside Diameter F: Distance between Assembly Mark to the end of spigot.
T. : Wall Thickness
8 BLUE BRUTE
FLOW/FRICTION CHARTS
FLOW/FRICTION LOSS, BLUE BRUTE PVC PIPE
4" C.I.O.D. (AWWA C00) ACTUAL O.D. 4.80 INCH
II II ii
I 0.424
-
0.008 0.456 0.610 0.493 0.012
0.530 0.012 0.570 0.015 0.616 0.018
I 0.636 0.017 0.684 0.021 0.739 0.025
0.742 0.023 0.798 0.028 0.863
-
0.033
0.847 0.029 0.912 0.035 0.986 0.043
0.953 0.037 1.026 0.044 1.109 0.053
S 1.059 0.045 1.140 0.053 1.232 0.064
I 1.271 0.062 1.368 0.075 1.479 0.090
S 1.483 0.083 1.597 0.099 1.725 0.120
1.589 0.094 1.711 0.113 1.849 0.136
I 1.695 - 0.106. 1.825 0.127 1.972 0.154
I 1 07 0.132 2.053 0.158 2.218 0.191
C115 2.119 0.161 2.281 0.192 2.465 0.232
2.648 0.243 2.851 0.291 3.081 0.351
I 3.178 0 341 3.421 0.408 3697 0.492
3.708 0.453 3.991 0.542 4.313 0.655
ZSII 4.237 0.580 4.562 0.694 4.930 0.839
I 5.297 0.877 5.702 1.050 6.162 1.268
C1111 6.356 1.230 6.842 1.471 7.394 1.777
S 7.415 1.636 7.983 1.957 8.627 2.364
II 8475 2.095 , 9.123 2.506 9.859 3.027
I 9.534 2.606 10.264 3.117 11.092 3.765
II 1 0.593 3.167 11.404 3.789
-
12.324 4 576
II 1.712 4.439 13.685 5.311 14.789 6.415
LsII 14.831 Jl- 5.906 15.965 7.066 17.254 8.534
Based on calculation methods and design tables set forth by the Uni-Bell® PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction."
BLUE BRUTE 9
FLOW/FRICTION CHARTS
(CONTINUED)
FLOW/FRICTION LOSS, BLUE BRUTE PVC PIPE
6" C.I.O.D. (AWWA 0900) ACTUAL O.D. 6.90 INCH
L'1il IIIf jT'1l? I ji 1'.'LAJ,1.U' c! .1 '.t.AZã.r' cj - ULi1].!LA1i.Li!4i'
0.513 0.008 0.552 0.009 0.596 0.011
I 0615 0011 0.662 0.013 0.716 0.015
S 0.118 6.014 0.772 0.017 0.835 0.021
0769 0.016 0.827 9.019 0.895 0.023
I 0820 0.018 0.882 0.022 0.954 0.026
I 0 923 0.023 0.993 0.027 1.073 - 0.033
'S 1 025 0.027 1.103 0.033 1.193 0.040
1.282 0.042 1.379 0.050 1.491 0.060
I 1.538 0.058 1.655 0.070 1.789 0.084
1 794 0.078 1.930 0.093 2.087 0.112
2.051 0.099 2.206 0.119 2.385 0.143
S 2.563 0.150 2.758 0.179 2.982 0.217
c1111 3.076 0.210 3.309 0.251 3.578 0.304
I 3 589 0.280 3.861 0.334 4.175 0.404
rs1, 4.101 0.358 4.412 0.428 4.771 0.518
I 4.614 0.446 4.964 0.533 5.367 0.644
II 5.126 0.542 5.516 0.647 5.964 0.783
II 6.l 52 0.759 6.619 0.907 7.156 - 1.097
IS 7.177 1.010 7.722 1.207 8.349 1.460
II 8.202- 202 1.294 8.825 1.546 9.542 1.869
E,IlIs 10.253 1.956 11.031 2.337 11.927 - 2.826
Based on calculation methods and design tables set forth by the Uni-Bell® PVC Pipe Association, Handbook of PVC Pipe Design
and Construction.
FLOW/FRICTION LOSS, BLUE BRUTE PVC PIPE
8' C.I.O.D. (AVWVA 0900) ACTUAL O.D. 9.05 INCH
ft1W1II • t1i•. 1'1i1J
Is (1596 0.007 0.641 0.009 0.693 0.011
0.745 0.011, 0.802 0.013 0.866 0.016
I 0.894 0.016 0.962 0.019 1.040 0.022
II 1.192 0.027 1.283 0.032 1.386 0.038
5 1-.490 0040 1.604 0.048 1.733 0.058
1.788 0.056 1.924 0.067 2.079 0.081
5 2.086 0.075 2.245 0.089 2426 0.108
II 2.384 0.096 2.566 0.115 2.772 0.138
5 2.682 0.119 2.887 0.142 3.119 0.172
4111 2.980 0.145 3.207 0.173 3.466 0.209
II 3.576 0.203 3.849 0.243 4.159 0.293
II 4.172 0.270 4.490 0.323 4.852 0.390
SI 4.768 0.346 5.132 0.413 5.545 0.499
[51511 5.960 0.523 6.415 0.625 6.931 0.754
7.152 0.732 7.698 0.876 8.317 1.057
sI 8.344 0.975 8.981 1.165 9.704 1.407
[sJs 9.536 1.248 10.264 1.492 11.090 1.802
slsl' 11.920 1.887 12.829 2.256 13.862 2.724
Based on calculation methods and design tables set forth by the Uni-Bell® PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction.
BLUE BRUTE 11
FLOW/FRICTION CHARTS
(CONTINUED)
FLOW/FRICTION LOSS, BLUE BRUTE PVC PIPE
10" C.I.O.D. (AWWA 0900) ACTUAL O.D. 11.10 INCH
LCflWjIIt I 1 tL'L? I R1 W1t'J'iI 1iX? JL
0.693 0.908 0.746 0.009 0.807 0.011
0.792 0.010 0.853 0.012 0.922 0.014
I 0.990 0.015 1.066 0.018 1.152 0.021
cI,II 1.189 0.021 1.279 0.025 1.383 0.030
I 1.387 0.028 1.492 0.033 . 1.613 0.040
r111 1.585 0.035 1.706 0.042 1.843 0.051
S 1.783 0.044 1.919 0.053 2.074 0.064
4sJs 1.981 0.054 2.132 0.064 2.304 0.077
I' 2.377 0.075 2.559 0.090 - 2.765 0.109
II 2.773 0.100 2.985 0.120 3.226 0.144
1111 3.169 0.128 3.411 0.153 3.687 0.185 ,
E11111 3.062 0.194. 4.264 0.231 4.609 0.280
1'1111 4.754 0.271 5.117 0.324 5.530 0.392
5.547 0.361 5.970 0.432 6.452 0.521
[faIs 6.339 0.462 6.823 0.553 7.374 0.668
ZtItI. 7.924 0.699 8.528 0.835 9.217' 1.009
DI' 9.905 1.056 10.661 1.263 11:522 1.526
c'IsI' 11 886 1 480 12 793 1 770 r 13 826 2 139
Based on calculation methods and design tables set forth by the Uni-Bell® PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction.
FLOW/FRICTION LOSS, BLUE BRUTE" PVC PIPE
12" C.I.O.D. (AWWA 0900) ACTUAL O.D. 13.20 INCH
________
• 1'ITP -- I JjT
c1.Is 0.840 0.009 0.904 0.011 0.978 0.013
I 0.981 0.012 1.055 0.014 1.141 0.017
II 1.121 0.015 1.206 0.018 1.304 0.022
I 1.261 0.019 1.357 0.023 1.467 0.027
II 1.401 0.023 1.507 0.028 1.629 0.033
II 1:681 0.032 1.809 0.039 1.955 0.047
II 1.961 0.043 2.110 0.051 2.281 - 0.062
II 2.241 0.055 2.412 0.066 2.607 0.080
DIII$ 2802 0083 3.015 0.100 3.259 0.120
P1111 3.362 0.117 3.617 0.140 3911 0.169
3.922 0.155 4.220 0.186 4.563 0.224
[lIS 4.482 -0.199 4.823 0.238 5.214 0.287
'ZIIlII 5,603 0.301 6.029 0.359 6.518 0.434
4'Is 7.004 0.455 7.536 0.543 8.147 0.657
cI.I.Il 8,.405 0.637 9.044 0.761 9.777 0.920
c4iJi 9.805 0.848 10.551 1.013 11.406 1.225
rs1,J. 11.206 1.085 12.058 1.297 13.036 1.568
4'Is 12.607 1.350 13.565 1.613 14.665 1.950
Based on calculation methods and design tables set forth by the Uni-Bell® PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction."
BLUE BRUTE 13
DEFLECTION CHART
Blue Brute Deflection By Depth of Burial:: t
6
5
.2 4
4-. 0 a)
9- a) 0
- DR25
—DR18
- DR14
0 5 10 15 20 25 30 35 40 45 50
Depth of Burial (ft)
Deflections computed using a unit weight of backfill at 120 Ibs/cft and assume no internal pressure or live load.
Pipe embedment used in calculations is Class 1, 2, 3, or 4, as defined in ASTM D2321 with appropriate compaction to
achieve an E'=lOOO psi.
t Based on calculation methods and design tables set forth by the Uni-Belt PVC Pipe Association, Handbook of PVC Pipe Design
and Construction."
14 BLUE BRUTE
SHORT FORM INSTALLATION GUIDE!
WARNING
This information is furnished in order to provide a brief review of the installation requirements for JM Eagle" Blue Brute"
PVC pipe. It is not intended to serve as or replace the function of the FULL VERSION product installation guide available
upon request.
Check to see that the gasket is properly seated in the bell groove, and that the bell and spigot are clean before assembly.
Apply the approved lubricant supplied with the pipe to the spigot end of the pipe, paying particular attention to the bevel.
The coating should be equivalent to a brush coat of enamel paint.
Assemble the joint only to and not over the assembly mark provided on the spigot end.
If undue resistance to insertion of the spigot is encountered, or the assembly mark does not reach the flush position,
disassemble the joint and check the position of the rubber gasket, and remove any debris.
Curvature of the pipe shall be accomplished through longitudinal bending of the pipe barrel in accordance with the fol-
lowing table. Deflection of the joint is not allowed and may cause leakage.
PIPE SIZE (IN) RADIUS (FT)~
4 100
6 150
8 200
10 250
-
12
- 300
6. Prior to backfilling, check to see that the assembly mark is flush with the end of the bell.
All taps performed on JM Eagle's pressure products, shall be in accordance with Uni-Bell® Publication UNI-PUB-08-07,
"Tapping Guide for PVC Pressure Pipe."
WARNING: RUPTURE HAZARD
IMPROPER INSTALLATION OR MISUSE OF TAPPING TOOLS MAY CAUSE PIPES UNDER HIGH PRESSURE TO
RUPTURE AND RESULT IN HIGH VELOCITY AIRBORNE FRAGMENTATION LEADING TO SERIOUS INJURIES
AND/OR DEATH.
BEFORE AND DURING INSTALLATION, ALWAYS:
Consult and follow the FULL VERSION of the product installation guide
Closely follow job specifications
Use protective gear and equipment
BEFORE AND DURING TAPPING, ALWAYS:
Consult and follow Uni-Bell® Publication UNl-PUB-08-07, "Tapping Guide for PVC Pressure Pipe."
Use the correct tapping tools
Bleed air from pipes at high spot before tapping
Use protective gear and equipment
Please contact JM Eagle" Product Assurance at (800) 621-4404 to obtain FULL VERSION of the appropriate installation
guide or for further assistance.
BLUE BRUTE 15
WARRANTY
JM EAGLE" PRODUCTS LIMITED WARRANTY
J-M Manufacturing Co., Inc. (JM Eagle'") warrants that its standard polyvinyl chloride (PVC), polyethylene (PE), conduit/
plumbing/solvent weld and Acrylonitrile-Butadiene-Styrene (ABS) pipe Products ("Products") are manufactured in accor-
dance with applicable industry specifications referenced on the Product and are free from defects in workmanship and
materials. Every claim under this warranty shall be void unless in writing and received by JM Eagle"' within thirty (30) days
of the date the defect was discovered, and within one (1) year of the date of shipment from the JM Eagle's' plant. Claims for
Product appearance defects, such as sun-bleached pipe etc., however, must be made within thirty (30) days of the date of
the shipment from the JM Eagle" plant. This warranty specifically excludes any Products allowed to become sun-bleached
after shipment from the JM Eagle" plant. Proof of purchase with the date thereof must be presented to the satisfaction of
JM Eagle", with any claim made pursuant to this warranty. JM Eagle"' must first be given an opportunity to inspect the al-
leged defective Products in order to determine if it meets applicable industry standards, if the handling and installation have
been satisfactorily performed in accordance with JM Eagle"' recommended practices and if operating conditions are within
standards. Written permission and/or a Return Goods Authorization (RGA) must be obtained along with instructions for
return shipment to JM Eagle" of any Products claimed to be defective.
The limited and exclusive remedy for breach of this Limited Warranty shall be, at JM Eagle's sole discretion, the replace-
ment of the same type, size and like quantity of non-defective Product, or credits, offsets, or combination of thereof, for the
wholesale purchase price of the defective unit.
This Limited Warranty does not apply for any Product failures caused by user's flawed designs or specifications, un-
satisfactory applications, improper installations, use in conjunction with incompatible materials, contact with aggressive
chemical agents, freezing or overheating of liquids in the product and any other misuse causes not listed here. This Limited
Warranty also excludes failure or damage caused by fire stopping materials, tread sealants, plasticized vinyl Products or
damage caused by the fault or negligence of anyone other than JM Eagle", or any other act or event beyond the control of
JM Eagle"'.
JM Eagle's liability shall not, at any time, exceed the actual wholesale purchase price of the Product. The warranties in
this document are the only warranties applicable to the Product and there are no other warranties, expressed or implied.
This Limited Warranty specifically excludes any liability for general damages, consequential or incidental damages, includ-
ing without limitation, costs incurred from removal, reinstallation, or other expenses resulting from any defect. IMPLIED
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE SPECIFICALLY DISCLAIMED
AND JM EAGLE"' SHALL NOT BE LIABLE IN THIS RESPECT NOTWITHSTANDING JM EAGLE'S ACTUAL KNOWLEDGE
THE PRODUCT'S INTENDED USE.
JM Eagle's Products should be used in accordance with standards set forth by local plumbing and building laws, codes,
or regulations and the applicable standards. Failure to adhere to these standards shall void this Limited Warranty. Products
sold by JM Eagle"' that are manufactured by others are warranted only to the extent and limits of the warranty of the manu-
facturer. No statement, conduct or description by JM Eagle'. or its representative, in addition to or beyond this Limited War-
ranty, shall constitute a warranty. This Limited Warranty may only be modified in writing signed by an officer of JM Eagle".
16 BLUE BRUTE
PLANT LOCATIONS
ADEL KINGMAN TULSA
2101 J-M Drive 4620 Olympic Way 4501 West 49th Street
Adel, Georgia 31620 Kingman, Arizona 86401 Tulsa, Oklahoma 74107
BATCHELOR MAGNOLIA VISALIA
2894 Marion Monk Road 2220 Duracrete Drive 8875 Avenue 304
Batchelor, Louisiana 70715 Magnolia, Arkansas 71753 Visalia, California 93291
BUCKHANNON MCNARY WHARTON
Old Drop 33, Mudlick Road 31240 Roxbury Road 10807 US 59 RD
Buckhannon, West Virginia 26201 Umatilla, Oregon 97882 Wharton, Texas 77488
BUTNER MEADVILLE WILTON
2602 West Lyon Station Road . 15661 Delano Road 1314 W. Third Street
Creedmoor, North Carolina 27522 Cochranton, Pennsylvania 16314 Wilton, Iowa 52778
CAMERON PARK PERRIS MEXICO
3500 Robin Lane 23711 Rider Street PLASTICS TECHNOLOGY
Cameron Park, California 95682 Perris, California 92570 DE MEXICO S DE R.L. DE S.A.
Av. Montes Urales No. 8 y 10
COLUMBIA PUEBLO Parque Industrial Opción, Carretera
6500 North Brown Station Road 1742 E. Platteville Boulevard 57 Oro. -S.L.P. Km. 57.8
Columbia, Missouri 65202 Pueblo West, Colorado 81007 C.P. 37980 San José Iturbide,
Guanajuato Mexico
CONROE STOCKTON
101 East Avenue M 1051 Sperry Road
* Our Mexico location is ajoint venture
Conroe, Texas 77301 Stockton, California 95206 between JM Eagle" and Plastics Technology
HEADQUARTERS FONTANA SUNNYSIDE Nine Peach Tree Hill Road 10990 Hemlock Avenue 1820 South First Street Livingston, New Jersey 07039 Fontana, California 92337 Sunnyside, Washington 98944
5200 West Century Boulevard HASTINGS TACOMA Los Angeles, California 90045 146 North Maple Avenue 2330 Port of Tacoma Road
Hastings, Nebraska 68901 Tacoma, Washington 98421
J-M Manufacturing Co., Inc. and PW Eagle, Inc. are doing business as JIM Eagle-.
JMagIe
Building essentials
for a better tomorrow"
Nine Peach Tree Hill Road
Livingston, NJ 07039
T: 973.535:1633
F: 973.533.4185
www.JMEagle.com
5200 West Century Blvd
Los Angeles, CA 90045-
T. 800.621 .4404
F: 800.451.4170
/ -
I 1,
005 EDITION I 1 I 1 1 j:.
L---J I I I I L____
MECHANICAL JOINT FITTINGS
DUCTILE IRON
311-4811
@ I FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS
. -f-
Am
1'
I
Caps and Plugs 25
Dual Purpose Mechanical Joint Sleeves 26
Wye Branches 27
Valve and Hydrant Tees, Valve
and Hydrant Connecting Pieces 30
Combinations of Standard Fittings That
May be Used in Place of Special Fittings 32
Products for Water, Wastewater
and Fire Protection 33
U.S.PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-OW
-I-I-I-.
MECHANICAL.JOINT FITTINGS
sIsL 11111 t'I
Table of Contents
Mechanical Joint Fittings 3
Standard Mechanical Joint Dimensions 4
Plain End Dimensions 5
90° Bends 6
45° Bends 7
22.5° Bends 8
11.25' Bends 9
Tees and Crosses 10
Base Bends 14
Base Tees 15
Base Drilling Details for
Base Bends and Base Tees 16
Reducers 17
Offsets 20
Tapped Tees 21
Solid Sleeves 22
Connecting Pieces 23
Connecting Pieces, One End Flanged 24
MECHANICAL JOINT FITTINGS
2005 EDITION p3
Mechanical Joint Fittings
Mechanical Joint Fittings and accessories are full body fittings as compared to U.S. Pipe's
TRIM TYTE11 Mechanical Joint Compact Fittings, available in 3" through 48" sizes. Wye branches,
dual purpose solid sleeves and hydrant fittings, not covered by C110/A21.10, are made to
U.S. Pipe Standards and meet all applicable wall thickness and strength requirement of
ANSI/AWWA C1 10/A21.10.
Caps, plugs and sleeves are not furnished with cement-mortar linings. For special conditions,
Mechanical Joint Fittings with special coatings and/or linings can be supplied.
Glands, bolts and gaskets are required in sufficient quantities for each socket opening.
The weights of these accessories are not included in the fittings weights shown herein.
Where a fitting in this section will not fill a customer's special laying requirements and a special
fitting may be required, a combination of standard fittings can many times be assembled to
accomplish the same purpose. Combinations of standard fittings that may be used in place of
special fittings can be found on page 32.
For 30 through 48' Ductile Iron Mechanical Joint Fittings that conform to the requirements of
ANSI/AWWA C153/A21.53 Ductile Iron Compact Fittings For Water Service, see U.S. Pipe's
brochure covering TRIM MP Ductile Iron Mechanical Joint Fittings.
U.S. Pipe Mechanical Joint Fittings are approved by Factory Mutual and listed by Underwriters
Laboratories Inc. (extinguisher card EX 2234) in various configurations and pressure ratings
in sizes 4" through 12°. They also conform to the requirements of ANSIINSF 61.
ANSI/AWWA C116/P21.16, Standard for
Protective Fusion-Bonded Epoxy Coating for
the Interior and Exterior Surfaces of
Ductile-Iron and Gray-Iron Fittings for
I Water Supply Service.
Fittings in the 3" through 24" sizes are
furnished with PERMAFUSE® Epoxy coating
on the interior and exterior surfaces in
accordance with ANSI/AWWA C1 16/A21.16.
ANSI/AWWA C104/A.21.4, Cement-Mortar
Lining for Ductile-Iron Pipe and Fittings
for Water.
Larger fittings are cement-mortar lined and
coated with an asphaltic material, inside
and outside, in accordance with ANSI/AWWA
C104/A21.4.
ANSI/AWWA C11O/A21.10, Ductile-Iron
and Gray-Iron Fittings for Water
ANSI/AWWA C111/A21.11, Rubber Gasket
Joints for Ductile-Iron Pressure Pipe
and Fittings.
Mechanical Joint Fittings and accessories
are made to meet all applicable requirements
of ANSI/AWWA C110/A21.10, 3° through 48"
and ANSI/AWWAC111/A21.11.
NOTE: If specifiers and users believe that
corrosive soils will be encountered where our
products are to be installed, please refer to
ANSI/AWWA C1 051A21.5 Polyethylene Encasement
for Ductile Pipe Systems for proper external
protection procedures.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 REVISED 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION p4
Standard Mechanical Joint Dimensions
Pounds j ___
A B i K, K, L M S OR SIZE LENGTH BELL GLAND
BOLTS
GASKET
3 3.96 2.50 6.19 7.69 7.69 .94 .62 .52 4 S/g 3 11 7
4 480 250 750 912 912 100 75 65 4 3-1h 16 10
6 690 250 950 1112 1112 106 88 70 6 3/4 3-1/2 23 16
8 905 250 1175 1337 1337 112 100 75 6 3/4 4 3125
10 1110 250 1400 1569 1562 119 100 80 8 3/4 4 41 30
12 1320 250 1625 1794 1788 125 100 85 8 3/4 4 51 40
14 1530 350 1875 2031 2025 131 125 89 10 3/4 41I2 79 45
16 17.40 350 2100 2256 22.50 1.38 131 97 12 3/4 41h 97 55
18 19.50 3.50 23.25 24.83 24.75 1.44 1.38 1.05 12 3/4 4V2 117 65
20 2160 350 2550 2708 2700 150 144 112 14 3/4 4/2 140 85
24 2580 350 3000 3158 3150 162 156 122 16 3/4 5 185 105
*30 3200 400 3688 3912 3912 181 131 150 20 1 6 315 165
*36 3830 400 4375 4600 4600 200 155 180 24 1 6 445 235
**424450400 5062 _53.1.2 5312 200 200 19528 1 1/4 6 570400
**48 5080 400 5750 6000 6000 200 200 220 32 1114 6 725 475
The bolt holes in the fitting flanges straddle the vertical centerline when the fitting is positioned to change the
fluid flow in a horizontal direction.
*30n and 36" Mechanical Joint glands are furnished Ductile Iron only. The bolts used with these glands are shorter
han the standard 60 length bolts of ANSI/A WNA C110/A21.10. ff30" and 36° glands or plugs with standard
A21.10 flange thicknesses are used, 6" length bolts will be required.
**420 and 48" Mechanical Joint glands are furnished Ductile Iron only.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
H [iii LII LI]
MECHANICAL JOINT FITTINGS
2005 EDITION p5
Plain End Dimensions
8" added laying length All sizes
A -Diameter for 8" minimum length For 14" - 48" 4
A -Diameter for 5-1/2° minimum length For 3" - 12' Bottom of socket - I"
NOTE: Bell contour shown indicates bottom of socket in a standard all bell fitting.
US. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRD-007 Revised 12.05
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MECHANICAL JOINT FITTINGS
2005 EDITION P6
900 Bends
FU and Mi MJ and FE
SIZE PRESSURE RATING DIMENSIONS WEIGHT
Inches
-
psi
-
Inches Pounds -
T A S R MJ&MJ MJ&PE
3 350 .48 5.5 13.5 4.0 35 35
4 350 .52 6.5 14.5 4.5 55 50
6 350 55 80 160 60 85 80
8 350 60 90 170 70 125 120
10 350 .68 11.0 19.0 9.0 190 190
12 350 75 120 200 100 255 255
14 350 66 140 220 115 340 325
16 350 .70 15.0 23.0 12.5 430 410
18 350 75 165 245 140 545 520
20 350 80 180 260 155 680 650
24 350 89 220 300 185 1025 985
30 250 1.03 25.0 33.0 21.5 1690 1585
36 250 115 280 360 245 2475 2310
42 250 128 310 390 275 3410 3200
48 - 250 1.42 34.0 42.0 30.5 4595 4330
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BR0007 Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION
450 Bends
MJ and MJ rvu and PE
SIZE PRESSURE RATING DIMENSIONS WEIGHT
Inches psi Inches Pounds
I A S R M) M) MJ&PE
3 350 .48 3.0 11.0 3.62 30 30.
4 350 .52 4.0 12.0 4.81 50 45
B 350
-
55 50 130 725 75 70
8 350 .60 5.5 13.5 8.44 110 105
10 350 .68 6.5 14.5 10.88 _155 155
12 350 .75 7.5 15.5 13.25 215 215
14 350 __66 75 155 1206 270 255
16 350 .70 8.0 16.0 13.25 340 320
18 350 75 85 165 1450 420 395
20 350 80 95 175 1688 530 500
24 350 89 _110 190 1812 755 715
30 250 1.03 15.0 23.0 27.75 1380 1275 -----------
36 250 __115 _180 260 3500 2095 1930
42 250 1.28 21.0 29.0 42.25 2955 2745
48 250 1.42 24.0 32.0 49.50 4080 3815
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS 81111.007 . Revised 12.05
Li LI LI LII
MECHANICAL JOINT FITTINGS
2005 EDITION P8
22.50 Bends
Mi and Mi Mi and PE
SIZE PRESSURE RATING DIMENSIONS WEIGHT
Inches psi Inches Pounds
I A S R MJ&MJ MJ&PE
3 350 .48 3.0 11.0 7.56 30 30
-
4 350 52 40 120 1006 50 45
6 350 55 50 130 1506 75 70
8 350 60 55 135 1162 110 105
10 350 .68 6.5 14.5 22.62 160 160
12 350 75 75 155 2762 220 220
14 350 66 75 155 2512 275 260
16 350 70 80 160 2762 345 325
18 350 .75 8.5 16.5 30.19 430 405
20 350 80 95 175 3519 535 505
24 350 .89 11.0 19.0 37.69 765 725
30 250 103 150 230 5781 1400 1295
36 250 115 180 260 _____ 7288 2135 1970
42 250 1.28 21.0 29.0 88.00 3020 2810
48 250 1.42 24.0 32.0 103.06 4170 3905
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
[Ii Lii LI LI
MECHANICAL JOINT FITTINGS
2005 EDITION
11.250 Bends
Mi and Mi MJ and PE
SIZE PRESSURE RATING DIMENSIONS WEIGHT
Inches psi Inches Pounds
I A S R MJ&MJ MJ&PE
3 350 48 30 110 1525 30 30
4 350 52 40 120 2031 50 45
6 350 55 50 130 3050 75 70
8 350 60 55 135 3550 110 105
10 350 68 65 145 4569 160 160
12 350 75 75 155 5581 220 220
14 350 66 75 155 5075 275 260
16 350 .70 8.0 16.0 55.81 345 325
18 350 .75 8.5 16.5 60.94 430 405
20 350 80 95 175 7106 540 510
24 350 89 110 190 7612 170 730
30 250 103 150 230 11675 1410 1305
36 250 115 180 260 14725 2145 1980
42 250 128 210 290 17769 3035 2825
48 250 142 240 320 20812 j 4190 3925
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
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MECHANICAL JOINT FITTINGS
2005 EDITION P 10
Tees and Crosses CROSSES
TEES
[fl H 1014
All IM All Mi
SIZE PRESSURE DIMENSIONS WEIGHT
Inches RATING Inches Pounds
RUN BRANCH T T H I TEES CROSSES
AI.LMI ALL MI
3 - 3 350
-
_48 48 55 55 55
-
70
4 3 350 52 48 65 65 75 90
4 4 350 .52 .52 6.5 6.5 80 105
6 3 350 .55 .48 8.0 8.0 110 125
6 4 350 55 52 80 80 115 140
6 6 350 55 55 80 80 125 160
8 4 350 60 52 90 90 165 185
8 6 350 60 55 90 90 175 205
8 8 350 60 60 90 90 185 235
10 4 350 68 52 11.0 11.0 235 260
10 6 350 68 55 110 110 250 285
10 8 350 68 60 110 110 260 310
10 10 350 80 80 110 110 310 380
12 4 350 75 52 120 120 _315 _340
12 6 350 75 55 120 120 325 360
-
12 8 350 75 60 120 120 340 385
12 10350 87 80 120 120 390 460
12 12 350 .87 .87 12.0 12.0 410 495
NOTE: Flanged outlets can be furnished on a variety of Mechanical Joint Tees.
For dimensions of Mechanical Joints see page 4.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-001 Revised 12.05
LILJLILJ
MECHANICAL JOINT FITTINGS
2005 EDITION P11
Tees and Crosses (cont.)
SIZE PRESSURE DIMENSIONS WEIGHT
Inches RATING Inches Pounds
RUN BRANCH I T H j TEES CROSSES
ALL M) ALL MI
14 6 350 .66 .55 14.0 14.0 435 475
14 8 350 66 60 140 140 450 500
14 10 350 66 68 140 140 465 540
14 12 350 .66 .75 14.0 14.0
---------------
495 585
14 14 350 66 66 140 140 520 635
16 6 350 70 55 150 150 540 575
16 8 350 70 60 150 150 550 605
16 10 350 .70 .68 15.0 15.0 570 645
16 12
-
350 70 75 150 150 590 685
16 14 350 .70 .66 15.0 15.0 620. 735
16 16 350 .70 .70 15.0 15.0 650 790
18 6 350 75 55 130 155 590 625
188350 _75
--------------
60 13.0 15.5 605 655
18 10 350 75 68 130 155 620 685
1812350 _75 _75 130155 640 _725
18 14 350 .75 .66 16.5 16.5 755 870
18 16 350 75 70 165 165 785 930
18 18 350 .75 .75 16.5 16.5 820 995
20 6 350 .80 . .55 14.0 17.0 125 760
20 8 350 80 60 140 170 735 790
2010 _350 _80 _68 140 _17_0 755 -820
20 12 350 80 75 140 170 775 860
20 14 350 80 66 140 170 795 905
20 16 350 80 70 180 180 945 1085
20 18 350 80 75 180 180 985 1155
20 20 350 80 80 180 180 1020 1230
NOTE: Flanged outlets can be furnished on a variety of Mechanical Joint Tees
For dimensions of Mechanical Joints see page 4.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BR0007 . Revised 12.05
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MECHANICAL JOINT FITTINGS
2005 EDITION P12
Tees and Crosses (cont.)
SIZE PRESSURE DIMENSIONS WEIGHT
Inches RATING Inches Pounds
RUN BRANCH )SI T1 H J TEES CROSSES
ALLMJ ALL MI
24 6 350 .89 .55 15.0 19.0 985 1025
24 8 350 89 60 150 190 1000 1045
24 10 350 89 68 150 190 1020 1085
24 12 350 89 75 150 190 1030 1110
24 14 350 89 66 150 190 1055 1155
24 16 350 89 70 150 190 1075 1200
24 18 350 89 75 220 220 1400 1590
24 20 350 89 80 220 220 1450 1675
24 24 350 89 89 220 220 1535 1835
30 6 250 1.03 .55 18.0 23.0 1730 1770
30 8 250 1.03 .60 18.0 23.0 1745 1795
30 10 250 103 68 180 230 1760 1830
30 12 250 103 75 180 230 1780 1865
30 14 250 1.03 .66 18.0 23.0 1800 1905
30 16 250 1.03 .70 18.0 23.0 1820 1950
30 18 250 103 75 180 230 1845 2000
30 20 250 103 80 180 230 1875 2060
30 24 250 1.03 .89 25.0 25.0 2400 2675
30 30 250 1.03 1.03 25.0 25.0 2595 3075
36 8 250 115 60 200 260 2520 2565
36 10 250 115 68 20_0 260 2535 2600
36 12 250 115 75 200 260 2550 2630
36 14 250 115 66 200
-
260 2570 2665 -
36 16 250 115 70 200 260 2585 2705
36 18 250 115 75 200 260 2610 2750
36 20 250 115 80 200 260 2635 2805
36 24 250 __115 89 200 260 2690 2910
36 30 250 1.15. 103 280 280 3545 3965
36 36 250 115 115 280 280 3745 4370
NOTE: Flanged outlets can be furnished on a variety of Mechanical Joint Tees.
For dimensions of Mechanical Joints see page 4.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
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MECHANICAL JOINT FITTINGS
2005 EDITION P 13
Tees and Crosses (cont.)
SIZE PRESSURE DIMENSIONS - - WEIGHT
Inches RATING Inches Pounds
RUN BRANCH PSI T T H j TEES CROSSES
ALLMJ ALL MI
42 12 250 1.28 .75 23.0 30.0 3555 3640
42 14 250 128 66 230 300 3575 3675
42 16 250 128 70 230 300 3595 3715
42 18 250 128 75 230 300 3615 3755
42 20 250 1.28 80 230 300 3640 3810
42 24 250 1.28 .89 23.0 30.0 3690 3910
42 30 250 128 1.03---31.0- 310 4650 5040
42 36 150 128 115 310 310 4880 5425
42 36 250 1.78 1.58 31.0 31.0 6075 6655
42 42 150 1.28 1.28 31.0 31.0 5085 5840
42 42 250 1.78 - 1.78 31.0 31.0 6320 7145
48 12 250 142 75 260 340 4870 4955
48 14 250 142 66 260 340 4885 4985
48 16 250 1.42 .70 26.0 34.0 4905 5025
48 18 250 142 75 260 340 4925 5065
48
-----
20 250
------------------------*-------------------------------------------------4----------------------------------------------------------------
1.42 .80 26.0 34.0 4950 5115
48 24 250 1.42 .89 26.0 34.0
--------------
4995 5210
48 30 250 1.42 - 1.03 26.0 34.0 - 5140 5495
48 36 250 1.42 1.15 34.0 34.0 6280 6790
48 42 150 142 128 340 340 6510 7150
48 42 250 196 178 340 340 8130 8815
48 48 150 142 142 340 340 6765 7655
48 48 250 1.96 - 1.96 34.0 34.0 8420 9380
NOTE: Flanged outlets can be furnished on a variety of Mechanical Joint Tees.
For dimensions of Mechanical Joints see page 4.. -
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BROOO7 Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION P14
Base Bends
R4J
14 MI MJ IIi I and __ MJ PE I and
SIZE PRESSURE RATING DIMENSIONS WEIGHT
Inches psi Inches Pounds
R S DIAMETER I U Mi & Ml MI & PE BASE ONLY
3 350 4.88 5.00 .56 .50 45 45 10
-
4 350 550 600 62 50 65 60 10
6 350 700 700 69 62 105 100 20
8 350 838 900 94 88 165 160 40
10 350 975 900 94 88 235 235 45
12 350 11.25 11.00 1.00 1.00 320 320 65
14 - 350 12.50 ------------- 11.00 1.00 1.00. 410 395 70
16 350 13.75 11.00 1.00 1.00 505 485 75
18 350 15.00 13.50 1.12 1.12. 660 635 115
20 350 16.00 13.50 1.12 1.12. 800 770 120
24 350 18.50 13.50 . 1.12 1.12 1155 1115 130
30 250 2300 1600 119 115 1880 1775 190
36 . 250 . 26.00 19.00 . 1.25 - . 1.15 2725 2560 250
42 250 30.00 . 23.50 1.44 1.28 3820 3610 410
48 250 34.00 - 25.00 1.56 1.42 5110 4845 515
Dimension "R" is a finished dimension; unfinished bases will be 118" longer.
For base drilling see page 16.
For other dimensions see table of Mechanical Joint 900 bends on page 6.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
LU
CD
Co
MECHANICAL JOINT FITTINGS
2005 EDITION P15
Base Tees
SIZE PRESSURE RATING DIMENSIONS WEIGHT
Inches psi ................................................... Inches Pounds
R S DIAMETER T U Mi & Ml BASE ONLY
3 350 4.88 5.00 .56 .50 60 5
4 350 550 600 62 50 90 10
6 350 7.00
----------- . 7.00 .69 .62
____
140 15
8 350 838 900 94 88 215 30
10 350 9.75 9.00 .94 .88 340 30
12 350 1125 1100 100 100 455 45
14 350 1250 1100 100 100 570 50
16 350 1375 1100 1.010 100 700 50
18 350 1500 1350 112 112 895 75
20 350 1600 1350 112 112 1095 75
24 350 1850 1350 112 112 1615 80
30 250 2300 1600 119 115
-
2715 120
36 250 _2600 _1900 125 115 3905 160
42 250 _3000 _2350 1.44 _128 6590 270
48 250 3400 2500 156 142 8755 335
Dimension "1?" is finished dimension; unfinished bases will be 1I8 longer.
For base drilling see page 16.
For other dimensions see table of Mechanical Joint lees and Crosses starting on page 10
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS SRD007 Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION P16 WE
Base Drilling Details for Base Bends and Base Tees
SIZE DIMENSIONS BC FITTING Inches
Inches ------------------------
BOLT CIRCLE BOLT HOLE NUMBER
/
--•- ..rn_... I
14 9.50 7/8.....
16 9.50
-
7/8 4
18 11.75 7/8 4
20 11.75 7/8 4
24 1175 hR 4
30 14.25 1 4
36 17.00 1 4
42 21.25 1-1/8 4
48 21.75 1-1/4 4
54 200 .'-'a
60 2950 13/8 4
64 36.00 1-3/8 4
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO007 Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION P 17
Reducers
Ml and MJ
I Large
End Mi
Small
End Mi
SIZE Inches PRESSURE : THICKNESS Inches Ml AND Ml SMALL END Mi LARGE END Mi
- RATING
LARGE SMALL psi T 1, 1 WEIGHT I WEIGHT L WEIGHT
Inches Pounds Inches Pounds Inches Pounds
4 3 350 .52 .48 7 40 15 35 15 40
.......................................................-.i--.--.—.:--..—......,,..........."...-.................------ ........-. ------------------
6 3 3 350 .55 .489 55. 1750 17 55
6 4 350 55 52 9 60 17 60 17 60
8 4 350 60 52 11 80 19 80 19 80
8 6 350 .60 .55 11 95 19 90 19 90
----.-- -. ---k— ...-..-----...------...-. ................................--....--.-..- ....................-. .- .........- ........
10 4 350 .68 .52 12 105 . 20 100 . 20 100
10 6 350 .68 .55 12
.--.-.-...-.
115 20
....-. ........-.-...
115 20 115
10 8 350 .68 .60 12 135 20 130 20 130
12 4 350 .75 .52 14 135 22 130 22 130
12 6 350 75 55 14 150 22 150 22 145
12 8 350 75 60 14 165 22 165 22 165
12 10 350 . .75 .68 14 190 22 190 22 185
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
Eccentric reducers with the same dimensions and weights given for concentric reducers are available
when specified on the purchase order
U.a PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 . Revised 12.05
uJ
cc
CD 00
MECHANICAL JOINT FITTINGS
2005 EDITION P 18
Reducers (cont.)
SIZE Inches PRESSURE THICKNESS Inches MJ AND MI
RATING SMALL END MI LARGE END Mi
- -
LARGE SMALL psi T T1 - I WEIGHT I WEIGHT I WEIGHT
Inches Pounds Inches Pounds Inches Pounds
14 8 350 .-.-------------------.---..---------,---.--.--------.--.-.-------------.------..-.----.--.---,*.................------.----------------....-..,.
.66 .55 16 190
.. ............. -..--.---------------------------
24 175 24 185
14 8 350 .66 .60 16 210 24 - 190 24 205
14 10 350 66 68 16 230 24 215 24 230
14 12 350 66 75 16 255 24 240 24 255
16 6 350 .70 .55 18 230 . 26 210 26 - 230
16 8 350 70 60 18 250 26 230 26 250
16 10 350 70 68 18 280 26 255 26 275
16 12 350 70 75 18 305 26 285 26 305
16 14 - 350 70 66 18 335 26 310 26 - 315
18 8 _350 _75 60 19 295 27 __27027295
18 10 350 75 68 19 325 27 300 27 320
18 _12 350 _75 _75 19350 _27 __32527350
18 14 350 75 66 19 380 27 355 27 365
18 16 350 75 70 19 415 27 _39021395
20 10 350 80 68 20 375 28 245 28 375
20 12 350 _80 _75 20 40528 __375 28405
20 14 350 .80 .66 20 430 28 400 28 415
20 16 350 _80 70 20 470 _28 _435 ___28445
20 18 350 .80 .75 20 510 28 475 28 485
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
Eccentric reducers with the same dimensions and weights given for concentric reducers are
available when specified on the purchase order
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-01Y7 Revised 12.05
Ej
MECHANICAL JOINT FITTINGS
2005 EDITION P 19
Reducers (cont.)
SIZE Inches PRESSURE THICKNESS Inches
RATING Mi AND FM SMALL END Ml LARGE END Ml
LARGE SMALL psi T T L WEIGHT I WEIGHT I WEIGHT
Inches Pounds Inches Pounds Inches Pounds
24 12 350 .89 .75 24 550 32 510 32 550
24 14 350 89 66 24 575 32 535 32 560
24 16 350 .89 .70 24 615 32 575 32 595
24 18 350 .89 .75 24 660 32 620 32 635
24 20 350 .89 .80 24 705 32 665 32 675
............-.------.----.-.,.....-..-...-..
30 18 250 . 1.03 .75 30 990 38 885 38 965
30 20 250 1.03 .80 30 1050 38 945 38 1020
30 24 250 103 89 30 1165 38 1060 38 1125
36 20 250 115 80 36 1450 44 1285 44 1420
36 24 250 115 89 36 1580 44 1410 44 1535
36 30 250 1.15 1.03 36 1855 44 1690 441750
42 20 250 __128 __8042 _1915 501705 _501880
42 24
-
250 12889 42 2060 50 1855 50 2020
42 30 250 1.28 1.03 42 2370 502165502265
42 36 250 1.281.15 42 2695 50 2485 50 2530
48 30 250 1.42 1.03 48 3005 56 2740 56 2900
48 36 250 1.42 115 48 3370 56 3100 56 3205
48 42 250 1.42 1.28 48 3750 56 3480 56 3540
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
Eccentric reducers with the same dimensions and weights given for concentric reducers are
available when specified on the purchase order.
U.S.PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 . Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION P20
Offsets
ivu arm r
PRESSURE DIMENSIONS Mi & PE
SIZE RATING Inches
Inches PSI 0 1 1 WEIGHT
Inches Inches
4 350 6 .52 27 70
4 350 12 .52 30 80
6 350 6 .55 28 105
6 350 12 .55 34 130
6 350 18 55 41
8 350 6 60 29 155
8 350 12 .60 36 195
8 350 - 18 60 43 240
10 350 6 .68 30 220
10 350 12 68 38 280
10
-
350 18 .68 46 340
--
12 350 6 .75 34 320
12 350 12 75 43 420
12 350 18 75 56 520
14 350 6 .66 35 365
14 350 12 .66 46 465
14 350 18 66 57 570
16 350 6 70 35 440
16 350 1 12 70 48 580
16 350 18 .70 58 690
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
LI LI LI LI
MECHANICAL JOINT FITTINGS
2005 EDITION P21
Tapped Tees
SIZE PRESSURE RATING DIMENSIONS MAXIMUM TAP WEIGHT
Inches psi Inches IN BOSS Pounds
T L
3 350 .48 8 2-1/2 35
4 350 .52 8 2-1/2 45
6 350 .55 8 2-1/2 70
8 350 .60 8 2-1/2 95
10 350 .68 - 8 2-1/2 130
12 350 .75 8 2-1/2 165
Two bosses can be used to make a tapped cross.
For dimensions of Mechanical Joints see page 4.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BR0007 Revised 12.05
H Li Li Li
MECHANICAL JOINT FITTINGS
2005 EDITION P22
Solid Sleeves
1 LiorLi
PRESSURE
SOLID
SIZE RATING I Li WEIGHT I, WEIGHT
Inches psi Inches Inches Pounds Inches Pounds
3 350 .48 7.5 25 12 30
4 350 .52 7.5 35 12 45
6 350 .55 7.5 45 12 65
8 350 60 75 65 12 85
10 350 68 75 85 12 115
12 350 75 75 110 12 145
14 350 .82 9.5 165 15 225
16 350 89 95 200 15 275
18 350 96 95 240 15 330
20 350 103 95 275 15 380
24 350 1.16 9.5 360 15 505
30 250 137 150 745 24 1085
36 250 158 150 1,030 24 1495
42 250 178 150 1330 24 1940
48 250 196 150 1645 24 2405
For Dual Purpose Mechanicalfoint Solid Sleeves see page 26.
For dimensions of Mechanical Joints see page 4.
We do not manufacture Split Sleeves. Our local sales office can obtain dimensions and prices for Split Sleeves produced by other manufacturers.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BR0007 Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION P23
Connecting Pieces
16°
Mi and Ml Mi and Bell* Ml and PE
PRESSURE WEIGHT
SIZE RATING T Pounds
Inches psi Inches Ij & ru Mi& BELL - MI & PE
3
-
350 .48 35 40 35
4 350 .52 45 55 45
6 350 .55 70 80 65
8 350 60 95 115 95
10
--
350 68 130 150 125
12 350 .75 165 190 165
14 350 .66 220 230 205
16 350 .70 270 290 250 .... .. ... .................
18 350 .75 . 325
.. ,,..........-......... ......
340
.........._. ............. ...._..............
300
20 350 80 390 405 360
24 350 89 515 530
- 475
30 250 103 840 820 730
36 250 115 1170 1170 1005
42 250 128 1500 1515 1295
48 250 1.42 1910 1930 1640
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
MI and PE connecting pieces may be furnished from centrifugally cast pipe. Please contact your U.S. Pipe Representative
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS 8R0007 . Revised 12.05
LU 0
cc
CD Co
EJEJEJEI
MECHANICAL JOINT FITTINGS
2005 EDITION P24
Connecting Pieces, One End Flanged
8" for 3-24" size
10" for 30-36 size
12" for 4248" size
Mi and Flange Flange and PE
PRESSURE WEIGHT
SIZE RATING 1 Pounds
Inches psi Inches -
Mi & FLANGE FLANGE & PE
3 250 48 30 30
4 250 52 40 40
6 250 .55 60 55
8 250 60 85 85
*
10 250 68 115 115
12 250 75 155 155
14 250 .66 195 180
16 250 70 240 220
18 250 75 280 255
20 250 80 340 305
24 250 89 455 415
30 250 1.03 760 600
36 250 115 1070 830
42 250 1.28 1505 1115
48 250 142 1885 1390
For dimensions of Mechanical Joints see page 4.
For dimensions of plain ends see page 5.
For dimensions of flanges see page 4 in the Flanged Fittings brochure.
Mi and Flange and PE connecting pieces may be furnished from centrifugally cast pipe.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO007 Revised 12.05
LU
cc;
CD
Co
EJEJEILI
MECHANICAL JOINT FITTINGS
2005 EDITION P25
Caps and Plugs
CAP PLUGS
T —_
3-24 30°-48°
1 CAPS PLUGS
SIZE PRESSURE RATING T WEIGHT DIMENSIONS WEIGHT
Inches psi Inches Pounds Inches - Pounds
H I Ti
3 350 .48 12 .50 00 12
4 350 .52 20 .60 20
6 350 .55 30 .65 35
8 350 .60 . 45 .70 50
10 350 68 60 75 •• 65 -
12 350 75 80 75 00 85 14 250 82 115 82 09 115
16 250 89 155 89 ' 145
18 250 .96 215 .96 00 185
20 250 1.03 250 1.03 . 225
24 250 116 370 116 . 335
30 250 1.37 680 1.37 660
36 250 158 1005 158 975
42 250 250 1.78 1.78 1535 ... 1.78 . 1355
48 250 1.96, 1950 00 1.96 1810
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
IEEE
MECHANICAL JOINT FITTINGS
2005 EDITION I P26
Dual Purpose Mechanical Joint Sleeves
The joining of cast iron pipe of the same nominal size but
with different outside diameters can be accomplished
with the use of a dual purpose mechanical joint sleeve.
The dual sleeve is made in sizes 4" through 12". It is a
modified mechanical joint solid sleeve with the gasket,
gasket seat and gland so designed that a joint can be
made with either "AB" or "CD" diameter pipe. The sleeve
employs an identical gasket on each end, which can
adapt itself to either "AB" or "CD" diameter pipe, either
pit cast or centrifugal pipe.
The glands and the gaskets are not the same as the
glands and gaskets used with a standard mechanical
joint. However, the tee-head bolts are the same as those
used with a standardized mechanical joint.
Dual purpose sleeves are furnished complete with gaskets,
glands, nuts and bolts.
I
TOTAL WEIGHT WEIGHT
THICKNESS OVERALL WITH WITHOUT
SIZE T LENGTH ACCESSORIES ACCESSORIES
Inches Inches Inches Pounds Pounds
4 .52 12 84 48
-
6 55 12 114 68
8 60 12 143 87
10 63 12 193 113
12 .68 12 254 144
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO007 Revised 12.05
H: MECHANICAL JOINT FITTINGS
2005 EDITION P27
Wye Branches
SIZE PRESSURE DIMENSIONS WEIGHT
Inches RATING Inches Pounds
psi
WALL THICKNESS
RUN BRANCH RUN BRANCH A B C
3 3 350 48 48 10 3 10 60
4 3 350 52 48 12 3 12 85
4 4 350 52 52 12 3 12 95
6 3 350 55 48 145 35 145 125 - -
B 4 350 55 52 145 35 145 135
6 6 350 55 55 145 35 i45 150
8 4 350 60 52 175 45 175 190
8 6 350 .60 .55 17.5 4.5 17.5 205
88 350 .60_.60 17.5 4.5 17.5 225
10 4 350 68 52 205 5 205 270
10
-
6 350 __68 55 205 5 __205 285
10 8 350 68 60 205 5 205 305
10 10 350 80 80 205 5 205 375
12 4 350 75 52 245 55 245 375
12 6 350 75 55 245 55 245 390
12 8 350
-----..-----.-.----- ----.--
75
. ------ :...-.-.--.---.... 60 245 ------------------- -----.... 55 ........ ...-,.----.-.----.--.------.4-- --- ----- 245
---- ------------------.-
415
12 10 350 87 80 245 55 245 500
12 12 350 87 87 245 55 245 535
14 6 350 82 55 27 6 27 540
14 8 350 82 60 27 6 27 565
14 10 350
-
82 68 27 6 27 595
14 12 350 .82 .75 27 - 6 27 630
14 14 350 82 82 27 6 27 690
For dimensions of Mechanical Joints seepage 4. -
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-OO1 . Revised 12.05
w
CL:
E
cc;
CD
Co
EJEILILI
MECHANICAL JOINT FITTINGS
2005 EDITION P28
Wye Branches (cont)
SIZE PRESSURE DIMENSIONS WEIGHT
Inches RATING Inches Pounds
psi
WALL THICKNESS
RUN BRANCH RUN BRANCH A B C
16 6 350 89 55 30 65 30 700
16 8 350 89 60 30 65 30 720
16 10 350 89 68 30 65 30 755
16 12 350 89 15 30 65 30 790
16 14 350 89 82 30 65 30 850
16 16 350 89 89 30 65 30 905
18 6 350 96 55 32 7 32 865
18 8 350 96 60 32 7 32 890
18 10 350 96 68 32 7 32 925
18 12 350 96 75 32 7 32 960
18 14 350 96 82 32 7 32 1015
18 16 350 96 89 32 7 32 1010
-
18 18 350 96 96 32 7 1 32 1135
20 8 350 1.03 - .60 35 8 35 1115
20 10 350 103 68 35 8 35 1150
20
-
12 350
-__ 1.03 75 35 ___ 8 _ 35 1190
20 - 14 350 1.03 .82 35 8 35 - 1250 -
20 16 350 1.03 .89 35 8 35 1300
20 18 350 103 96 35 8 35 1365
20 20 350 1.03 1.03 35 8 35 - 1435
For dimensions of Mechanical Joints see page 4.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-001 Revised 12.05
LU
Cc
CD
Co
MECHANICAL JOINT FITTINGS
2005 EDITION P29
Wye Branches (cont.)
SIZE PRESSURE DIMENSIONS WEIGHT
Inches RATING Inches Pounds
---- - psi
-
WALL ThICKNESS
RUN BRANCH RUN BRANCH A B C
24 8 350 1.16 .60 40.5 9 40.5 1625
24 10 350 1.16 .68 40.5 9 40.5 1660
24 12 350 116 75 405 9 405 1100
24 14 350 1.16 .82 40.5 9 40.5 1760
24 16 350 1.16 .89 40.5 9 40.5 1815
24 18 350 116 96 405 9 405 1880
24 20 350 116 103 405 9 405 1950
24 24 350 116 116 405 9 405 2115
30 12 250 -137 75 49 10 49 2850
30 1. 250 1.37 .82 49 10 49 2915
30 16 250 1.37 .89 49 10 49 2975
30 18: 250 1.37 .96 49 10 49 3040
30 20 250 1.37 1.03 49 10 49 3115
30 24 250 1.37 1.16 49 _10 49 3280
30 _30 250 131 137 49 10 49 3670
36 12 250 158 15 60 195 60 4895
36 14 250 158 82 _60 195 60 4970
36 16 250 158 89 60 195 __60 5040
36 18_250 158 96 60 195 _60 5120
36 20 250 158 103 60 195 60 5205
36 24_250
-
158 116 _60 195 60 5390
36 30 250 1.58 1.37 60 19.5 60 5805
36 36 250 158 158 60 195 60 6335
For dimensions of Mechanical Joints see page 4.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
MECHANICAL JOINT FITTINGS
E:
2005 EDITION P30
Valve and Hydrant Tees
Valve and Hydrant Connecting Pieces
Method No. 1
Valve and hydrant tee wIDl Connecting piece with integral cast
rotatable Mi gland on Mi gland on one end - Dl rotatable plain end branch Mi gland on other end
I.1 "hh huu 'uh' J hhhh1Iii 1
1•
Water main
13°, 24°,3°, 48 and 60° lengths
available for 6° size 13° length
10.75° - 6° x 6° Tees available for 8° size
11.75°-8°x6°Tees
13.75° - 10°x6° Tees
LI Th° - 19° IZ° T. Method No.2 17.75° - 16°x6 Tees
11.50° - 8° x 8° Tees Connecting piece 13.50° - 10° x 8° Tees with integral cast 14.50° - 12° x 8° Tees ç Ml gland on one end -
I Dl rotatable Ml gland
on other end
Standard low alloy I Ml bolts - all joints Standard Mi gaskets
Inh n
Iii
13°, 24°, 36°, 48° and 60° lengths
available for 6° size 13° length
Standard Ml tee available for 8° size
Fire hydrant;
Fire hydrant
For other dimensions see table of Mechanical Joint tees and crosses.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
MECHANICAL JOINT FITTINGS
2005 EDITION P31
Valve and Hydrant Tees
Valve and Hydrant Connecting Pieces (cont)
Valve and Hydrant Tees
Mechanical joint valve and hydrant tees and connecting pieces are used for anchoring
mechanical joint valves and hydrants to the pipe main. Hydrant fittings also provide conven- SIZE WEIGHT
• lent anchoring in other installations where valves or caps are used at termination points. These Inches Pounds
hydrant fittings are made with attached glands; therefore after bolting to the adjoining fittings 6 x 6 110
the joints are effectively restrained from separation Joint connections are made with standard 8; 6 160 mechanical joint bolts and gaskets. There is no need for tie rods or external blocking. Glands -
are rotatable on tee branches and on one end of connecting pieces to facilitate vertical setting 0 x. 6 235
of valves and hydrants in sloping terrain. 12 x 6 310
Use of the valve and hydrant tee permits installation of the valve and testing of the main prior -
16 x 6 525
to installation of the hydrant. With the valve anchored to the main, replacement of damaged 8 x 8 210
fire hydrants can be more easily accomplished 10 x8 286
Rotatable glands are made of Ductile Iron. 12 X 8 370
All valve and hydrant tees and connecting pieces are Ductile Iron, with a pressure rating
of 350 psi. Valve and Hydrant Connecting Pieces
SIZE LENGTH WEIGHT
Inches Inches Pounds
6 13 55
6 24 90
6 36 125
6 48 160
6 60 195
8 13 130
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
IIuuI •Lii .
i__Ill Il-n I'll
INI!I!It1
4°
6° 6°
4-
6'x 6 x 4° x 4°
Bell, Spigot, Bell and Bell Cross (B - S - B - B)
-ID
4'
6° x 4° Flange Reducing Base 900 Bend
Base Opposite 6 Flange
LU CL
cc; Co
00
P-1 P El LII
MECHANICAL JOINT FITTINGS
2005 EDITION P32
Combinations of Standard Fillings That
May be Used in Place of Special Fillings
The illustrations in the "SPECIAL" Special Combination
columns on this page indicate typical
fittings that are often required with a
combination of bell, spigot, and flange -
outlets. The laying dimensions of these
fittings are not covered by any standard
and they are therefore usually named
"SPECIAL", inasmuch as they are made
to order to suit specific conditions in
piping installations. rh rfl To the right of each "SPECIAL" fitting is
shown a combination of Standard fittings
that can be used to obtain the same
outlet effects as the Specials. The laying
dimensions may not be interchangeable
since the dimensions of the Standard
fittings are fixed whereas the Specials
can be made to any desired length.
The use of Standard fittings wherever 6 16'
possible is always recommended as the 6' 6'
most economical; such fittings can usually Bell, Spigot and Bell Tee (B - S - B)
be shipped out of stock. In sending
inquiries for fittings of dimensions
deviating from the Standard, state
specifically the type of outlets wanted,
reading, size, etc., as shown on this 6 4' page, and give exact dimension from
the center line to outlet. 6'x 40
Bell and Spigot Reducer (B - S)
Large End Bell
6.
6. 6°
Bell and Spigot, 900 Bend (B - S)
Special Combination
16'
6° x 6 x 4°
Bell, Spigot, Bell and Y-Branch (B - S - B)
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS BRO-007 Revised 12.05
LJLIILJLI
MECHANICAL JOINT FITTINGS
2005 EDITION P33
Products for Water, Wastewater and Fire Protection
Ductile Iron Pipe SIZE RANGE
TYTON JOINTS Pipe 4°-64° Ductile Iron
Mechanical Joint Pipe 4°-12° Ductile Iron
TR FLEX Pipe 4°-64° Ductile Iron
Flanged Pipe 3°-64° Ductile Iron
LISIFLEX0 Beltless Flexible Joint Pipe - 4"-48' Ductile Iron
for Subaqueous Installations
Restrained Joints
TR FLEX Pipe 4"-64" Ductile Iron
Mi FIELD LOK° Gaskets 4°-24°
FIELD LOK 35(r Gaskets 4°-24°
HELD LOKO Gasket 30°&36°
TR FLEX GRIPPERS Rings 4°-36° Ductile Iron
FR TELE FLEX Assemblies 4°-24° Ductile Iron
HP LOK"° Restrained Joint 30-42°
Ductile Iron Fittings
1YTON Fittings 14°-64° Ductile Iron
TRIM TYTON Fittings 4°-12° Ductile Iron
ER FLEX Fittings and TR FLEX6 Telescoping Sleeves 4°-64° Ductile Iron Mechanical Joint Fittings 3"-48" Ductile Iron
TRIM TYTE6 Ml Fittings 3°-48° Ductile Iron_______
Flanged Fittings 3°-64° Ductile Iron
XTRA FLEX Couplings 4°-24° Ductile Iron
Miscellaneous Products
PROTECTO 401 Lined Ductile Iron Pipe for 4°-64° Ductile Iron
Domestic Sewage and Industrial Wastes Our products are manufactured in conformance
FLANGE-TYW' Gaskets 4°-64° with National Standards so that our customers
Saddle Outlets may be assured of getting the performance and
longevity they expect. Use of accessories or
Welded Outlets Various Ductile Iron other appurtenances that do not comply with
Polyethylene Encasement 4°-64° recognized standards may jeopardize the
performance and longevity of the project.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT FITTINGS SRO-007
.......% Mpg
REGIONAL SALES OFFICES
EASTERN REGIONAL OFFICE
(609) 387-6120 (Phone)
(609) 387-6050 (Fax)
WESTERN REGIONAL OFFICE
(815) 125-7168 (Phone)
(815) 725-7165 (Fax)
PACIFIC COAST REGIONAL OFFICE
(510) 441-5800 (Phone)
(510) 441-5885 (Fax)
SOUTHERN REGIONAL OFFICE
(205) 254-7229 (Phone)
(205) 254-7009 (Fax)
INTERNATIONAL SALES OFFICE
(205) 254-7230 (Phone)
(205) 254-7274 (Fax)
All U.S. Pipe brochures and/or products are
subject to change without further notice.
P.O. Box 10406 Molm Birmingham, AL 35202
866DIP.PIPE (866.347.7473) == JUHT
PIPE. PIPE
E1 ET
1
I 2009E0ITI0N I H
4-12" 14
MECHANICAL JOINT PIPE
DUCTILE IRON
FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS
MECHANICAL JOINT PIPE
E~ 1 2009 EDITION P2
Table of Contents
Mechanical Joint Pipe 3
Assembly of Mechanical Joint Pipe 4
Technical Information 5
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT PIPE BRO-005 REVISED 05.09
LIJEELI
MECHANICAL JOINT PIPE
2009 EDITION P3
Mechanical Joint Pipe
Mechanical joint pipe is atime-tested Ductile Iron product with joint dimensions conforming to the ft
standardized dimensions in AWWA Clii. Mechanical joint pipe is UL Listed and FM Approved.
ANSI/AWWA C151/A21.51, Standard for
The mechanical joint is based on the stuffing box principle and consists of a bell with a flange Ductile Iron Pipe, Centrifugally Cast for
cast integrally with it; a cast or ductile iron gland; a rubber gasket and the necessary bolts and Water.
nuts. Its design permits considerable deflection as well as longitudinal expansion and contraction
in the line Ductile Iron mechanical joint pipe are centrifu-
gally cast in metal molds in sizes 4" through
Gaskets, Glands and Bolts for 12" in accordance with applicable requirements
Mechanical joint Pipe and Fittings ofANSl/AWrNAC151/A21.51.
All gaskets furnished for mechanical joints are made to accurate dimensions under rigid controls ANSLIAWWA C1 1/A21.1 1, Standard
and inspection. Plain tipped rubber gaskets are normally furnished; however, gaskets for special for Rubber-Gasket Joints for Ductile
applications can be furnished upon request. Iron Pressure Pipe and Fittings.
Glands are made of special high quality gray or ductile iron under rigid metallurgical controls Accessories conform to applicable
and inspections, requirements of ANSIIAWrNA C1U/A21.11.
Alloy bolts normally furnished for the mechanical joint are low alloy, high strength steel bolts L ....
having a minimum yield strength of 45,000 psi. In this use these bolts are cathodic to the pipe,
which minimizes any corrosive tendencies. Other types of bolts and bolts for unusual requirements
are furnished to meet purchasers' specifications.
Gaskets, glands and bolts are furnished in sufficient quantities to provide for each socket
opening on pipe and fittings.
NOTE: U.S. Pipe neither manufactures nor
recommends the use of mechanical joint retainer
glands. As an accommodation to our customers and
consulting engineers we do provide retainer glands
for use where specified. Any warranties for those
glands sold by U.S. Pipe shall be those warranties
given by the particular manufacturer of the gland
involved. U.S. PIPE MAKES NO WARRANTIES, EXPRESS
OR IMPLIED CONCERNING THOSE GLANDS, AND U.S.
PIPE WILL ASSUME NO LIABILITY FOR THEIR USE. We
continue to offer other restrained joint products, TR
FLEX0 Pipe and Fittings, and the FIELD LOK 3500
Gasket for use with TYTONJOINT' Pipe and Fittings.
If specifiers and users believe that corrosive soils
will be encountered where our products are to be
installed, please refer to ANSI/AWWA C105/A21.5
Polyethylene Encasement for Ductile Iron Pipe Systems
for proper protection procedures.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT PIPE BRO-005 REVISED 05.09
MECHANICA I JOINT PIPE
2009 EDITION P4
Assembly of Mechanical Joint Pipe
These photographs show each of the five progressive steps in assembling mechanical joint pipe.
Figure 1.
Brush socket, plain end and gasket with soapy water, then slip gland and gasket over plain end.
The small side of the gasket and the lip side of the gland face the socket.
Figure 2.
Insert plain end into socket. Push gasket into position with fingers, making sure it is evenly seated. 2.
Figure 3.
Slide gland into position, insert bolts and tighten nuts by hand.
Figure 4.
With ordinary ratchet wrench, tighten bolts alternatively (bottom then top, and so on, all around)
to a torque range of 75-90 ft-lb.
Figure 5.
The completed mechanical joint.
NOTE: Installation of mechanical joint pipe should be made following the instructions
inANSl/AI'W/A C600andANSl/AIAM(A C11I/1121.11.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT PIPE BRO-005 REVISED 05.09
3.
MECHANICAL JOINT PIPE
2009 EDITION p5 Rio
Technical Information
M
4
KJ A
DIMENSIONS
Inches
Table 1. 4-12 Mechanical Joint Pipe
BOLTS GLAND
BOLTS MAX
SIZE A B J Ki 1(1 1 M S QUANTITY SIZE LENGTH BELL GASKET DEFLECTION
Inches Inches Pounds Pounds Degrees
4 4.80 2.50 7.50 9.06 9.12 .91 .75 .41 4 3/4 3-1/2 13 10 80
6 690 250 950 1106 1112 94 88 43 6 3/4 31/2 18 16 70
8 9.05 2.50 11.75 13.31 13.37 .98 1.00 .45 6 3/4 4 24 25 50
10 11.10 2.50 14.00 15.62 15.62 .98 1.00 .47 8 3/4 4 31 30 50
12 13.20 2.50 16.25 17.88 17.88 .98 1.00 .49 8 3/4 4 37 40 50
NOTE: Ductile Iron glands are furnished with 4"-12" mechanical joint pipe.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT PIPE BROOO5 REVISED 05.09
Lai
MECHANICAL JOINT PIPE
CD 2009 EDITION PS
Technical Information (cont.)
Table 2. Nominal thicknesses, dimensions and weights of 4-12" mechanical
joint pipe conforming to ANSI/AW1NA C151/A21.51.
1 -
WEIGHTStMJ PIPE
THICKNESS OUTSIDE WEIGHT BARREL AVERAGE WEIGHT
SIZE CLASS THICKNESS DIAMETER PER FOOT PER LENGTH* PER FOOT**
Inches Inches Inches Pounds Pounds Pounds
4 53 0.32 4.80 13.8 260 14.5
6 53 0.34 6.90 21.4 405 22.4
8 53 0.36 9.05 - 30.1 565 31.4
10 53 0.38 11.10 39.2 735 40.9
12 53 0.40 13.20 49.2 925 51.3
4 54 0.35 4.80 15.0 285 15.7
6 54 0.37 6.90 23.2 435 24.2
8 54 0.39 9.05 32.5 610 33.8
10 54 0.41 11.10 42.1 790 43.8
12 54 0.43 13.20 52.8 990 54.8
4 55 0.38 4.80 16.1 305 16.9
6 55 0.40 6.90 25.0 470 26.0
8 55 0.42 9.05 34.8 650 36.2
10 55 0.44 11.10 • 45.1 845 46.8
12 55 046 13.20 56.3 1050 58.4
4 56 041 480 173 325 180
6 56 0.43 6.90 26.7 500 27.7
8 56 0.45 9.05 37.2 695 38.6 ,
10 56 0.47 11.10 48.0 895 49.8
12 56 0.49 13.20 59.9 1115 61.9
Tolerances of 00 of Spigot End: 4"-12":E.06"
t4"-12"- Nominal 18' laying lengths.
*Including bell calculated weight of pipe rounded off to nearest 5 lbs.
'Including bell average weight of pipe per foot, based on calculated weight of pipe before rounding
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT PIPE BRO-005 REVISED 05.09
MECHANICAL JOINT PIPE
2009 EDITION P7 NEI
Products for Water, Wastewater and Fire Protection
Ductile Iron Pipe SIZE RANGE
r,'TON JOINT® Pipe C-64" Ductile lion
Mechanical Joint Pipe 4-12" Ductile Iron_________________
TR FLEX® Pipe 4-64" Ductile Iron
Flanged Pipe 3-64" Ductile Iron
USIFLEX® Boltless Flexible Joint Pipe - 4-48" Ductile Iron
for Subaqueous Installations
Restrained Joints
TR FLEX® Pipe 4-64" Ductile Iron
Mi FIELD LOK® Gaskets 4-24"
FIELD LOK 350® Gaskets 4-24"
FIELD LOK® Gasket 30" & 36"
TR FLEX GRIPPER® Rings 4-36' Ductile Iron
TR TELE FLEX® Assemblies 4-24" Ductile Iron
HP LOK" Restrained Joint 3042"
Ductile Iron Fittings
TYTON® Fittings 14-64 Ductile Iron
TRIM TYTON® Fittings 4-12" Ductile Iron
TR FLEX" Fittings and TR FLEX® Telescoping Sleeves 4"-64" Ductile Iron
Mechanical Joint Fittings 3-48" Ductile Iron
TRIM TYTE® Ml Fittings - 3748" Ductile Iron
Flanged Fittings 3-64" Ductile Iron
XTRA FLEX® Couplings C-24" Ductile Iron
Miscellaneous Products
PROTECTO 401' Lined Ductile Iron Pipe for 4"-64" Ductile Iron
Domestic Sewage and Industrial Wastes
FLANGE-TYTE® Gaskets 4-64" Our products are manufactured in conformance
with National Standards so that our customers Polymeric Linings For all pipe sizes may be assured of getting the performance and
Saddle Outlets Various Ductile Iron longevity they expect. Use of accessories or
Welded Outlets Various Ductile Iron other appurtenances that do not comply with
recognized standards may jeopardize the Polyethylene Encasement 4"64' 1 performance and longevity of the project.
U.S. PIPE AND FOUNDRY CO. MECHANICAL JOINT PIPE BRO-005 REVISED 05.09
REGIONAL SALES OFFICES
EASTERN REGIONAL OFFICE
(609) 387-6120 (Phone)
(609) 387-6050 (Fax)
WESTERN REGIONAL OFFICE
(815) 725-7168 (Phone)
(815) 725-7165 (Fax)
PACIFIC COAST REGIONAL OFFICE
(510) 441-5800 (Phone)
(510) 441-5885 (Fax)
SOUTHERN REGIONAL OFFICE
(205) 254-7229 (Phone)
(205) 254-7009 (Fax)
INTERNATIONAL SALES OFFICE
(205) 254-7230 (Phone)
(205) 254-7274 (Fax)
All U.S. Pipe brochures and/or products are
subject to change without further notice.
P.O. Box 10406 k:..
Birmingham, AL 35202 MORE
866.DIP.PIPE (866.347.7473) TIE"
FAX 205.254.7165 JUST
www.uspipe.com PIPE.
MEGALUGO
Series 1100
Mechanical Joint Restraint for Ductile Iron Pipe
IRON INC
Your Connection to the Future TM
3 1103 6.1 30 350
1 4 1104 7.7 30 350
6 1106 11.9 30 350
1 8 1108 14.8 30 350 1
10 1110 23.9 3 0 350
1 12 1112 31.2 3 0 350 1
14 1114 48.5 2 0 350
1 16 1116 56.4 2 0 350
18 1118 63.1 1½° 250
[ 20 1120? 72.3 1½0 2501
24 1124 133.1 11/20 250
30 1130 194.6 10 250
36 1136 234.0 1° 250
L 42 1142 5360 1° 250 J
48 1148 653.0 10 250
adein U.S. Patent Nos.
4092036, 4627774, 4779900, 4896903, 5544922
The USA
Features and Applications:
Sizes 3 inch through 48 inch
Constructed of ASTM A536 Ductile Iron
Torque Limiting Twist-Off Nuts
MEGA-BOND®
Restraint Coating System
For more information on MEGA-BOND,
refer to www.ebaa.com
The Mechanical Joint Follower Gland is
incorporated into the restraint
Heavy Duty thick wall design
Support Products Available:
Split repair style available 3 inch
through 48 inch.
EBAA Series IIOOSD
Solid restraint harness available for
push-on pipe bells.
EBAA Series 1700
Split restraint harness available for
existing push-on bells.
EBAA Series IIOOHD
All MEGALUG and related restraint
products can be furnished as packaged
accessories complete with appropriate
restraint, gasket, lubrication, and bolt-
ing hardware
For use on water or wastewater pipe-
lines subject to hydrostatic pressure
and tested in accordance with either
AWWA C600 or ASTM D2774
MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984
Since 1984, engineers and contractors designing and installing
ter and wastewater pipelines and systems have come to rely
the EBAA Series 1100 MEGALUG Mechanical Joint Restraint
the "Product of Preference" for effectively and economically
straining ductile iron pipe connections above or below ground.
MEGALUG Mechanical Joint Restraints replace external re-
raints such as cumbersome concrete thrust blocks and corrod-
le metal tie rods creating a quicker, safer and more economical
Btallation.
Major testing laboratories agree as the 3" through 24" sizes
are Underwriters Laboratories (UL) listed, and the 3" through 12"
sizes are Factory Mutual (FM) approved.
For use on all classes of ductile iron pipe (PC350 through
PC150 and CL56 through CL50), for practically any application
including valves, hydrants and pipe, the MEGALUG Mechanical
Joint Restraint effectively and safely performs w'tnout damage to
the pipe or cement linings.
THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN
The wedge style MEGALUG design reacts
the amount of force acting on the joint.
hen each wedge is set, the wedge teeth
netrate the pipe's outer surface, and
e wedge does not move on the pipe.
ere is very little change in this interface
Ail the wedge movement begins inside
e pocket of the main casting. Once the
dge starts moving, the formation of the
ittress begins.
This "dam" of material (the wedge
pression) is cold formed as the wedging
tion continues. If the force cf pressure
ting on the joint is released, the wedge
oves back to near its original position.
is engages the reserve-controlled move-
ent or RCM". The wedge is then ready
another round.
fter the wedge has moved :0 the back
W 0 (— Max pressure
- 0
LL
Movement
caLses
I I
wedges to
increase Max movement
grip
Rated pressure
L.0 Wedge movement
begins
I Normal operating
- J I pressure
C,) LU
it 4RCM
MOVEMENT
of the pocket at the maximum pressure or
load, the wedge buttress are in shear. The
maximum movement is about 0.3 inch
through the thirty-six inch size and 0.4
inch for forty-two and forty-eight inch.
The RCM is available even with severe
cyclic loads. This has been tested to very
high-pressure differentias and the wedge
impressions look the same as if a single
test had been performed.
Typically, the depth of pipe wall pen-
etration, or wedge impression at around
25,000 pounds of force per wedge (200
PSI on a six inch and 150 PSI on a twelve
inch) is 0.03". Finally, at roughly twice that
force the penetration is around 0.05" At
these high pressures, there is no affect on
the design thickness of ductile iron pipe
made according to AWW? C150. The lack
of damage to the cement lining clearly
indicates that the thrust load is primarily
longitudinal.
This ability to move in the pocket allows
for angular flexibility as well as longitudi-
nal flexibility.
THE ORIGINAL PATENTED
GRIPPING WEDGES
Since 1964 EBAA Iron has respond- much as allowed
ed aggressively to the needs of the by the mechanical
water industry for better solutions joint during installa-
to joint restraint problems - thus the tion, it can also deflect
development of the family of self after assembly:
actuating MEGALUG wedge action Sizes of 12" and below are
restraints. capable of up to 3 degrees
of deflection after installation .
TOOLS (depending on the preset deflec-
MEGALUGS install using an ordinary tion.)
wrench (box, ratchet, or air-driven), The 14" and 16" sizes are capable
because the torque-limiting, twist- of 2 degrees deflection.
off nuts automatically shear during The 18" through 24" sizes are capable of
tightening when the proper torque 1.5 degrees deflection.
is reached. The same 11/4 wrench The 30" through 48" sizes are capable of 1
1 used to tighten the 1-bolts on the degree deflection.
4" through 24" sizes can be used
to tighten and shear the twist off STEEL PIPE
nuts in all sizes. If removal becomes -
The 1100 Series MEGALUG can be used to restrain
necessary, a 5/8 hex head remains 3" - 8" SCH 40 or 80 steel pipe when joining to me-
so the screws can be loosened, chanical appurtenances. It can also be used on steel
and retightened with a torque-in- pipe in all sizes if the pipe's outside diameter is the
dicating wrench. During removal, same as the ductile iron pipe and its thickness is equal
the wedges are held in place by to or greater than PC350 ductile iron pipe in sizes of 16
retainer clips. / inch and below and PC250 ductile iron pipe 18 inches
/ and above.
DEFLECTION /
The MEGALUG gripping ! CAST IRON PIPE
wedges provide resiliency Grey iron pipe diameters are often larger than duc-
to your pipeline design. In tile iron pipe diameters. The Series 1100 MEGA-
addition to deflecting as V
LUG restraint may be used with grey iron pipe
having standardized cast iron O.D. per AWWA
C150 and C151, and with pit cat Classes
"A" and "B" without modification. Use of the
Series 1100 with pit cast grey iron Classes
V "D" will require over sizing the
MEGALUG. More information on this is
explained in detail in "Connections Bul-
V
letin Dl-1".
MEGALUG
Takes the Load V
On April II, 1997 EBAA Iron performed a remark-
able force demonstration of their series 1100 MEGALUG Joint
Restraint. With the use of EBAA's Series 1100 MEGALUG using a standard
mechanical joint installation oi 12 inch Ductile Iron Pipe, and a 80 Ton mo-
tor crane, EBAA Iron lifted a Di Caterpillar Track Type Tractor weighing in at
50,350 lbs. Along with this, the Series 1100 MEGALUG has been tested to over
700 PSI. Concl uding that EBAA's MEGALUGS can take the load.
Mechanical Joint Kestraint sample specitications
(The text of the specifications below can be copied pasted from www.ebaa.com/download/1100Spec.D0C)
Restraint devices for mechanical Joint fittings and appurtenances conforming to either ANSI/AWWA Clii/
A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following:
Design
Restraint devices for nominal pipe sizes
3 inch through 48 inch shall consist of
multiple gripping wedges incorporated into
a follower gland meeting the applicable re-
quirements of ANSI/AWWA CIIO/A21.10.
The devices shall have a working pressure
rating of 350 psi for 3-16 inch and 250 psi
for 18-48 inch. Ratings are for water pres-
sure and must include a minimum safety
factor of 2 to I in all sizes.
Material
Gland body, wedges and wedge actuating
components shall be cast from grade 65-
15-12 ductile iron material in accordance
with ASTM A536.
For applications requiring restraint 30
inch and greater, an alternate grade of /
iron meeting the material requirements of
ASTM A536 is acceptable, providing the
device meets all end product performance
requirements.
Ductile iron gripping wedges shall be heat
treated within a range of 370 to 470 BHN.
Three (3) test bars shall be incrementally
poured per production shift as per Under-
writer's Laboratory (U.L.)Specifications
and ASTM A536. Testing for tensile, yield
and elongation shall be done in accor-
dance with ASTM E8.
Chemical and nodularity tests shall be
performed as recommended by the Ductile
Iron Society, on a per ladle basis.
Traceability
An identification number consisting of
year, day, plant and shift (YYDDD)(plant
designation)(Shift number), shall be cast
into each gland body.
All physical and chemical test results shall
be recorded such that they can be ac-
cessed via the identification number on
the casting. These Material Traceability
Records (MTR's) are to be made avail-
able, in hard copy, to the purchaser that
requests such documentation and submits
his gland body identification number.
Production pieces that are too small to ac-
commodate individual numbering, such as
fasteners and wedges, shall be controlled
in segregate inventory until
such time as all quality control tests are
passed. These component parts may then
be released to a general inventory for final
assembly and packaging.
All components shall be manufactured
and assembled in the United States. The
purchaser shall, with reasonable notice,
have the right to plant visitation at his/her
expense.
Installation
Mechanical joint restraint shall require
conventional tools and installation proce-
dures per AWWA C600, while retaining full
mechanical joint deflection during assem-
bly as well as allowing joint deflection after
assembly.
Proper actuation of the gripping wedges
shall be ensured with torque limiting twis
off nuts.
Approvals
Restraint devices shall be Listed by Uncle
writers Laboratories (3" through 24" inch
size) and Approved by Factory Mutual (3"
through 12" inch size).
Mechanical joint restraint for ductile Iron:
pipe shall be Megalug Series 1100 pro-
duced by EBM Iron Inc. or approved eqw
MEGA-BON DO Restraint Coating System
All wedge assemblies and related parts
shall be processed through a phosphate
wash, rinse and drying operation prior
to coating application. The coating shall
consist of a minimum of two coats of liqu
thermoset epoxy coating with heat cure t
follow each coat.
All casting bodies shall be surface pre-
treated with a phosphate wash, rinse anc
sealer before drying. The coating shall be
electrostatically applied and heat cured.
The coating shall be a polyester based
powder to provide corrosion, impact and
UV resistance.
The coating system shall be MEGA-BOND
by EBAA Iron, Inc. or approved equal.
Requests for approved equal must submi
coating material and process details for
review prior to bid.
11
. -
Support Products
for more information concerning these products please consult the catalog or www.ebaa.com
ries IIOOSD 11111
MEGALUG Restraint
Existing Mechanical Joints Series 1700
MEGALUG Restraint Harness
For Push-On Bell Joints
eries IIOOSDB
Split MEGALUG Restraint
For Mid-Span Applications Series IIOOHD
Split MEGALUG Restraint
Harness for Existing Push-On Bells
0.75
K2
J 0.125 -it.- I
z 0
w
Series 1100 Submittal Reference Drawing
SECTION A-A SECTION B-B
3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350
T 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.6 3501
6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.8 350
[ 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 14.9 3501
10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350
12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350]
14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350
1 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 350 1
18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.6 250
E20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 71.0 2501
24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 128.7 250
1 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 190.7 2501
36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 226.5 250
L142 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 518.9 2501
48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 608.3 250
The Series 1100 MEGALUG joint re-
straint is designed for use on ductile
iron pipe conforming to ANSI/AWWA
C151/A21.51 (all thickness classes)
when restraining mechanical joint
pipe fittings.
just prior to slipping the gasket onto
the plain end for joint assembly.
Place the gland on the plain end
with lip extension toward the plain
end, followed by the gasket.
4* Push the gland toward the socket
and center it around the pipe with
the gland lip against the gasket.
Insert bolts and hand tighten nuts.
Make deflection after joint assembly
but before tightening bolts.
* Clean the socket and the plain end.
Lubrication and additional cleaning
should be provided by brushing both
the gasket and the plain end with
soapy water or an approved pipe.
lubrication meeting the requirement
of ANSI/AWWA CIII/A21.11,
NOTE: In cold weather it is preferable to warm
the gasket to facilitate assembly of the joint.
3* Insert the pipe into the socket and
press the gasket firmly and evenly
into the gasket recess. Keep the
joint straight during assembly.
* Tighten the bolts to the normal
range of torque as indicated [3 inch
45-60 ft-lbs., 4-24 inch 75-90 ft-
lbs., 30-36 inch 100-120 ft-lbs., and
42-48 inch 120-150 ft-lbs.] While at
all times maintaining approximately 6.
the same distance between the
gland and the face of the flange at
all points around the socket. This
can be accomplished by partially
tightening the bottom bolt first, then
top bolt, next the bolts at either
side, finally the remaining bolts.
Repeat the process until all bolts
are within the appropriate range of
torque.
In large sizes (30-48 inch), five or
more repetitions may be required.
The use of a torque-indicating
wrench will facilitate this procedure.
Tighten the torque limiting twist-
off nuts in a clockwise direction
(direction indicated by arrow on
top of nut) until all wedges are in
firm contact with the pipe surface.
Continue tightening in an alternat-
ing manner until all of the nuts have
been twisted off.
EBAA IRON Sales, Inc.
P.O. Box 857, Eastland, IX 76448
Tel: (254) 6291731
Fax: (254) 629•8931
(800) 433•1716 within US and Canada
contact@ebaa.com
7. If removal is necessary, utilize the 5/
inch hex heads provided. If reas-
sembly is required, assemble the
joint in the same manner as above,
by tightening the wedge bolts to 90
ft-lbs. If the series 1100 restraint
is removed from the pipe, be sure
that all the collar bolts and wedges
are in place before the restraint is
reassembled.
* These steps are requirements of
AWWA. AWWA Standard C600
For More Information
For more information about MEGALUG restraints call
EBAA today and request
"EBAA connections Bulletin DI-1" concerning use of
the MEGALUG restraint on grey iron pipe, or "EBAA
Connections Bulletin Dl-2" covering the background
and operation of the MEGALUG system of restraint.
"Restraint Length calculation" Software is available
for Pc/windows applications. Support documenta-
tion about the software can be found in "EBAA Con-
nections Bulletin PD-1 through PD-5".
W%W! Ann nnm
Series 2000PV
Mechanical Joint Restraint for PVC Pipe IROMI~I'
K-E
Your Connection to the Future1M
Features and Applications:
For restraining plain end PVC pipe
at mechanical joint fittings and
appurtenances
Sizes 3 inch through 36 inch
Sizes 42 inch through 48 inch
accommodated by Series 2200
MEGA-BOND® Restraint Coating Systeni
For more information on MEGA-BOND,
refer to www.ebaa.com
Constructed of ASTM A536 Ductile Iron
The mechanical joint follower gland is
incorporated into the restraint
Heavy duty thick wall design
3 2003PV
S
7.0
4 2004PV
6 20C6PV 12.1.
8 20C8PV 163
10 20I0PV 26.0
12 1 2012PV 31.4
14 2C14PV 47.6
16 2016PV E2
18 2018PV 61.3
20 2C20PV 70.9
24 2024PV 92.9
30 2030PV
36 2036PV 16L3
42 2242* 650
48 2248* 711.1
Support Products Available:
Split mechanical Joint style available
for 3 inch through 12 inch
EBAA Series 2000SV
Solid restraint ring harness available
for C905 PVC pipe bells
EBAA Series 2800
Split restraint ring harness available
for C900 and C905 PVC pipe bells
and PVC fittings
EBAA Series 1500, 1600 and 2500
All 2000PV and related restraint
products can be furnished as packaged
accessories complete with appropriate
restraint, gasket, lubrication and boltin
hardware
U.S. Patent No. For use on water or wastewater pipelines
4627775 4596903 5071175 subject to hydrostatic pressure and tested
in accordance with either AWWA C600 or
ASTM D2774.
0412- 1.5-P - Copyright 2007 0 EBAA Iron, Inc. All Rights Reserve-
eries 2000PV:
lechanical Joint Restraint Gland for use With AWWA C900 or IPS Outside Diameter PVC Pipe
ie 2000PV MEGALUG Mechanical Joint Restraint Tested to and meets the requirements of ASTM F
the fastest and most economical method of
straining PVC pipe to mechanical joints. Now the
ed for costly concrete thrust blocks and corrodible
eel tie rods is eliminated. It can be used in straight
ignment or at the preset deflection recommended
r mechanical joints.
ie 2000PV was the first PVC joint restraint to be
sted to UNI-B-13, Underwriters Laboratories, and
ctory Mutual.
1674-96 'Standard' Test Method for joint restraint
products use with PVC pipe through 24 inch size.
UL Listed in the four through twelve inch sizes for
joining UL Listed ductile iron fittings to UL Listed,
Class 150 PVC pressure pipe. The maximum allowable
joint deflection is five degrees.
Factory Mutual approved for use on DR18 PVC pipe in
four through twelve inch sizes.
<0> U L :t
AWWA
APPROVED
ie 2000PV MEGALUG Concept
3M Iron started manufacturing joint restraint
oducts for PVC pipe in the early 1980s. The testing
early prototypes of various configurations of
straints on large diameter PVC pipe indicated that a
straint device must be capable of consistently and
liably gripping the pipe. If not, the restraint can slip
ider pressure, resulting in a sudden impact, and
use the pipe to burst. Armed with this background
iowledge and an appreciation for the capabilities of
IC pipe, EBM purposefully deviated from what many
the industry once considered to be the 'only' way to
D/(' ninn Thk Id fr rf fhc (Znriac
2000PV MEGALUG Mechanical Joint Restraint for PVC
pipe.
The design of the 2000PV incorporates the gripping
mechanism into the design of the mechanical
joint gland and utilizes a simple two part assembly
process. The first step involves assembling the
joint the same as any standard mechanical joint.
The assembly procedure we recommend is that
established in AWWA C600. The second is the
actuation of the restraint.
Three Testing Methods
The design philosophy behind
the 2000PV joint restraint is that
the pipe with the restraint should
be capable of being tested to the
same minimum requirements
of the pipe alone. In doing so,
the restraint is shown to have
no detrimental effect on the
pipe and will have the same
pressure rating and safety factor
as the pipe on which it is used.
To that end the 2000PV has
been subjected to hundreds of
static and cyclic pressure tests
to demonstrate the performance
and reliability of the restraint.
One of the primary tests of PVC is
its quick burst strength. For pipe
meeting the requirements of AWWA
C900, AWWA 0905 and ASTM
2241, the minimum quick burst
requirement for the hoop stress is
6,400 PSI. For DRI8, pipe pressure
is 755 PSI.
The second test is sustained
pressure test at a hoop stress of
4,200 PSI. For DRI8 pipe, that
pressure is 500 PSI.
I Third, a conservative cyclic pressure
surge design for the pipe exists in
the form of Vinson Equation.
The 2000PV restraint has been
/ \ tested to over one million cycles to
/ \ the peak pressures predicted by the
/ \ Vinson Equation for that number of
I. \ cycles.
ll
Series 2000PV
Takes the Load
On April 11, 1997 EBM Iron performed a remarkable force demonstration
of their Series 2000PV joint restraint With the use of EBAA's Series 2000PV
using standard mechanical joint installatiOn on 12 inch PVC pipe, and a 80 Ton
Motor Crane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in at
50,350 lbs. Along with this, the Series 2000PV has been tested to over 700 PSI.
Concluding that EBAA's Series-2000PV MEGALUG can takethe load.
lechanical Joint Restraint for AWWA PVC Pipe Sample Specification
(The text of the specification below can be downloaded as a Microsoft® Word Doc from our website www.ebaa.com)
straint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA CIII/A21.11 or ANSI/AWWA
L53/A2153, shall conform to the follow:
sign be accessed via the identification through 24 inch, shall meet or exceed
straint devices for nominal pipe sizes number on the casting. These Material the requirements of ASTM F1674 of the
inch through 36 inch shall consist of Traceability Records (MTR's) are to latest revision.
ultiple gripping wedges incorporated be made available, in hard copy, to Mechanical joint restraint shall be Series
to a follower gland meeting the the purchaser that requests such 2000PV produced by EBAA Iron Inc. or
)plicable requirements of ANSI/AWWA documentation and submits his gland approved equal.
L10/A21.10. body identification number.
e devices shall have a working Production pieces that are too small to
essure rating equal to that found in the accommodate individual numbering,
ost current product brochure. Ratings such as fasteners and wedges, shall be
e for water pressure and must include controlled in segregate inventory until
minimum safety factor of 2:1 in all such time as all quality control tests are
tes.
aterial
and body, wedges and wedge actuating
mponents shall be cast from grade 65-
5-12 ductile iron material in accordance
th ASTM A536.
ictile iron gripping wedges shall be
at treated within a range of 370 to 470
-IN.
ree (3) test bars shall be incrementally
iured per production shift as per
iderwriter's Laboratory (U.L.)
)ecifications and ASTM A536. Testing
tensile, yield and elongation shall be
me in accordance with ASTM E8.
lemical and nodularity tests shall be
rformed as recommended by the
jctile Iron Society, on a per ladle basis.
aceability
i identification number consisting of
ar, day, plant and shift (YYDDD) (plant
signation) (Shift number), shall be cast
to each gland body.
I physical and chemical test results
all be recorded such that they can
passed. These component parts may
then be released to a general inventory
for final assembly and packaging.
All components shall be manufactured
and assembled in the United States. The
purchaser shall, with reasonable notice,
have the right to plant visitation at his/
her expense.
Installation
Mechanical joint restraint shall require
conventional tools and installation
procedures per AWWA C600, while
retaining full mechanical joint deflection
during assembly.
Proper actuation of the gripping wedges
shall be ensured with torque limiting twist
off nuts.
Approvals
Mechanical Joint Restraints shall be
Listed by Underwriters Laboratories in
the 4 inch through 12 inch sizes.
Mechanical Joint Restraints shall be
Factory Mutual Approved in the 4 inch
through 12 inch sizes.
Mechanical Joint Restraints, 4 inch
MEGA-BOND® Restraint Coating System
All wedge assemblies and related parts
shall be processed through a phosphate
wash, rinse and drying operation prior
to coating application. The coating shall
consist of a minimum of two coats of
liquid thermoset epoxy coating with heat
cure to follow each coat.
All casting bodies shall be surface
pretreated with a phosphate wash, rinse
and sealer before drying. The coating
shall be electrostatically applied and heat
cured. The coating shall be a polyester
based powder to provide corrosion,
impact and UV resistance.
The coating system shall be MEGA-
BOND by EBM Iron, Inc. or approved
equal. Requests for approved equal must
submit coating material and process
details for review prior to bid.
For more information regarding MEGA-
BOND, refer to the MEGA-BOND brochure
or visit www.ebaa.com.
Support Products
for more information concerning these products, please Consult the catalog or www.ebaa.com
Series 2200
MEGALUG® Restraint for 0905 PVC
'Pipe at Mechanical Joint Fittings
Sizes 42 and 48 inch
Series 2500..
MEGALUG® Restraint for C900
and 0905 PVC Pipe at PVC Fittings
Sizes 4 inch through 48
Series 2800
-_
1MEGALUG® Restraint Harness
for 0905 PVC Pipe
A Sizes 14 inch through 48
Sizes 4 through 12 accommodated by either
Series 1500 or 1600
Series 2000SV
Split MEGALUG® Restraint for existing
C900 PVC Pipe at Ductile Iron Fittings
Sizes ,4 inch through 12
Series 2000PV Submittal Reference Drawing
MHb
SPACER
Z 0 I X I K2 j -71
I
0.125--
Ti
z
SECTION A-A SECTION B-B
3 2003PV 4.84 1.55 3.60 0.50 9.8 8.6 3/4 6.19 7.69 4 4 7.0
1 4 2004PV 15 92 1.68 4.90 0.50 10.5
6 2006PV 8.02 1.68 7.00 0.50 13.0 12.1 7/3 9.50 11.13 6 6 12.1
8 2008PV 9.15 062145 136 7/a 1175 13.38 6 6 16.3
10 2010PV 12.22 2.10 11.20 0.62 17.0 16.0 /s 14.00 15.63 8 8 26.0
12 2012PV j[14 32 2.10 13300.75 190181 /8 1625 17888 8 31
14 2014PV 16.40 2.25 15.49 0.88 21.7 20.9 /8 18.75 20.38 10 10 47.6
1 16 2016PV f850 225 1758 088 238 230 /8 2100 2263 12 12 52
18 2018PV 20.60 2.25 19.68 1.13 25.9 25.1 7/s 23.25 24.88 12 12 61.8
[ 20 2020PV ]22.7O 2.25 21.79 1.25 28.0. 27.2 7/s 25.50 27.13 14 14
24 2024PV 26.90 2.75 25.99 1.42 32.3 31.5 /8 30.00 31.63 16 16 92.9
1 30 2030PV 3329 270 3222 150 385 377 Wa 3688 3912 20 20 1285
36 2036PV 39.59 2.70 38.52 1.50 44.8 44.0 1k/s 43.75 46.00 24 24 161.3
42 2242 Submittal information for pipe sizes 42 inch and greater can be found in the Series 2200 Brochure. I
48 2248 Submittal information for pipe sizes 42 inch and greater can be found in the Series 2200 Brochure.
Nominal Series Ratings for Ordinary Ratings for Peak Pressures used in Sewage Force Mains C905 PVC Pipe Water Works w/Transient surges only and other installations designed for Cyclic Surges of 1-Mill. Cycles
Pipe Size Number DR14 DR18 DR25 SDR17 SDR21 SDR26 DR14 DR18 0R25 SDR17 SDR2I SDR26 DR18 CR25 CR32.5 CR41
3 2003PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - -
4 2004PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - -
1 6 2006PV 305 235 165 250200 160244 188 132 200 160120 -
8 2008PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - -
1 10 2010PV 305 235 165 250 200 160 244 188 132 200 160 120
12 2012PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - -
1 14 2014PV
- -
235 165 125 80
16 2016PV - - - - - - - - - - - - 235 165 125 100
18 2018PV - - - - - - - - - - 200 165 - -
20 2020PV
- 200 165
1 24 2024PV - - - - - - - - - - - - ' 165 165 125 100
30 2030PV
- - -
165 125 100"
36 2036PV - - - - - - - - - - - - - 125 125 100"
Spacer Instructions
Ductile Iron or C900 PVC Pipe Sizes ASTM 2241 PVC Pipe Sizes (IPS O.D.)
For installation on
For installation on
ASTM 2241 C900 PVC pipe,
Leave sized pipe, remove Remove
4~p
install per scrws.
use
as received and Spacer
t:fkiinstructions.,
:i:all r :ce r&A
El
Identify the pipe. The 2000PV is for use with
PVC and HDPE pipe. The 4 inch through 12
inch size may be used on C900, and IPS PVC
pipe as well as C906 HDPE pipe. Check to see
if the spacers under the screws are in place.
If the pipe is C900 or is ductile iron O.D., pro-
ceed with spacers in place. If the ipe is IPS
O.D., remove the spacers. Since 3 inch and 14
inch through 24 inch restraints are only used
with one pipe diamete-, no spacers are used.
2. Clean the socket and the plain end. Lubr-
* cation and additional cleaning shoud be
provided by brushing both the gasket and plain
end with soapy water or an approved pipe
lubricate meeting the requirements of ANSI'
AWWA C111/Al2.11 just prior to slipping The
gasket onto the plain end for joint asserrbly.
Place the gland on the plain end with the lip
extension toward the plain end; fc.11cw bytre
gasket with the narrow edge of the gasket
toward the plain end [The gasket provided nay be
the EBAA-SeaITM Improved Mechanical Jo,ntGs-cet
for C900 PVC Pipe. This gasket is bi-directiona. having
no front or back. For ASTM 2241 PVC Pipe Siz€s.(IPS
0.0.) a Transition Gasket must be used. The use of a
pipe wall stiffening insert is required on High Eensity
Polyethylene pipe.].
3 Insert the pipe into the socket and press the
* gasket firmly and evenly into the gasket recess.
Keep the joint straight during asse obly.
4 Push the gland toward the socket and center
* it around the pipe with the gland lip against
the gasket. Insert bolts and l-and-tghten
nuts. Make deflection after c:int assembly but
before tightening bolts.
NOTE: In cold weather it is preferable to warm :re
Tighten the bolts to the normal range of bolt
torque [45-60 ft-lbs for 3 inch, 7E-90 ft-lbs for
4 inch through 24 inch, 100-120 ft-lbs for 30
inch and 36 inch, and 120-150 ft-lbs for 42
inch and 48 inch.] while at all times maintain-
ing approximately the same distance between
the gland and the face of the flange at all
points around the socket. This can be accom-
plished by partially tig-iteniig he bottom bolt
first, then the top bolt: nextthe bolts at either
side, finally the remaining bolts. Repeat the
process until all bolts are within the appropri-
ate range of torque. In large sizes (30-48 inch),
five or more repetitions may be required. The
use of a torque-indicating wrencit, will facilitate
thp nrr,nprli Ire
6. Tighten the torque limiting twist-off nuts in
a clockwise direction (direction indicated DV
arrow on top of nut) until all wedges are in
firm contact with the pipe surface. Ccnti iue
tightening in an alternating manner until all of
the nuts have been twisted off.
*These steps are requirements of AWWA C600.
7 If removal is necessary, utilize the % inch hex
heads provided. If reassemly is required, as-
semble the joint in the same manner as above;
tighten the screws to 60 to 30 ft-Its. If the
Series 2000PV restraint is removed from the
pipe, be sure that all of the screws, spacers (if
required), and wedges are in place before the
restraint is reassembled.
EIAA IRON Sales, Inc.
P.C. Box 851, EasUand, IX 16448
' Tel: (254)629.1731
Fa (254) 6298931
1800 433116 within US and Canada
lonbct@ebaa.com FL
Members of...
Z
ff7A jlj~) n
F-908-W
Fig x Fig
115 PSI WWP Iron Body Check Valves
Fire Protection Valve • Bolted Bonnet • Horizontal Swing • Renewable Seat and Disc .
Drilled and Tapped for Ball Drip Outlet
115 PSI/12.1 Bar Non-Shock Cold Water
CONFORMS TO MSS SP-71 •
UL/ULC LISTED* • FM APPROVED .
APPROVED BY THE NEW YORK CITY B.S.A. 143-69-SA
MATERIAL LIST
PART SPECIFICATION
Pipe Plug Cast Iron or Steel
Bonnet Cast Iron ASTM A126 Class B
Bonnet Gasket Non Asbestos
Bonnet Bolt and Nut Steel ASTM A307
Hinge Plug Cast Bronze B584 Alloy C84400 (not shown)
Hinge Pin Brass ASTM B16
Disc Hanger Nut Cast Bronze B584 Alloy C84400
Disc Stud Bolt Brass ASTM B16 Alloy C36000
Disc Cage Cast Iron ASTM A126 Class B
or Malleable Iron ASTM A 47 (not shown)
Disc Plate Cast Bronze B584 Alloy C84400
Disc Hanger Cast Bronze B584 Alloy C84400
Disc Nut Brass ASTM 816 Alloy C36000
Seat Ring Cast Bronze B584 Alloy C84400
Disc Rubber (W)
Body Cast Iron ASTM A126 Class B
NOTE: Sizes 2'/z 3.5. & 10 are manufactured, listed and approved by Kennedy Valve
and distributed by NIBCO.
Material list applies to sizes 4", 6", 8", 12" only.
All sizes are drilled and tapped V4" at Boss "C" for ball drip.
F-908-W
Flanged
DIMENSIONS-WEIGHTS-QUANTITIES
Dimensions
Size A B C D Weight
In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kg.
21/2 65 10.00 254 6.44 164 7.00 178 .69 17 53 24
3 80 10.25 260 6.63 168 7.50 191 .75 19 62 28
4 100 13.00 330 8.00 203 9.00 229 .94 24 103 47
5 125 15.00 381 9.19 233 10.00 254 1.00 25 145 66 Ball Drip 6 150 16.25 413 10.31 262 11.00 279 1.00 25 174 79
8 200 19.50 495 11.50 292 13.50 343 1.13 29 290 132 An automatic ball drip is available for NIBCO
Underwriter's check valves. The ball drip is
10 250 22.00 559 13.31 338 16.00 406 1.19 30 490 223 installed at boss location °C°on the check
12 300 27.50 699 15.56 395 19.00 483 1.25 32 683 310 valve of the fire department Connection. It
will close against pressure, but will open NIBCO Iron Body check valves may be installed in both horizontal and vertical lines with when pressure is off allowing water to drain
upward flow. from the fire department connection.
Compliance with the Canadian Requirements per ULC Subject 312 and the Standard for Check Valves, UL 312. 3/4" Bali Drip # RG 22100
90° Street Elbow #T046221 PP
C@ US LISTED
APPROVED
NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516'4740 • USA • PH: 1.800.234.0227
TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455
A-
M-609
MJxMJ
F-609
Fig x Hg
115 PSI WWP Iron Body Gate Valves
Fire Protection Post Indicator Valve • Bolted Bonnet • Indicator Post Pattern
Non-Rising Stem • Solid Wedge
175 PSI/12.1 Bar Non-Shock Cold Water
UL/ULC LISTED* • FM APPROVED
MATERIAL LIST
PART SPECIFICATION
Nut Steel ASTM A307
Square Oper. Nut Cast Iron ASTM A126 Class B
Stem Brass ASIM B16 Alloy C36000
Ind. Post Flange Nut Steel ASTM A307
Ind. Post Flange Cast Iron ASTM A126 Class B
Ind. Post Flange Bolt Steel ASTM A307
0-Ring Seal Buna-N Rubber
Bonnet Cast Iron ASTM A126 Class,B
Ind. Post Flange Gasket Non Asbestos
Body Bolt Steel ASTM A307
Body Gasket Non Asbestos
Body Nut Steel ASIM A307
13, Body Cast Iron ASTM A126 Class B
Wedge Bushing Cast Bronze B584 Alloy C84400
Wedge Cast Iron ASTM A126 Class B
Wedge Face Ring Cast Bronze B584 Alloy C84400
Seat Ring Cast Bronze 8584 Alloy C84400
Sizes 8', 10, and 12" only
NOTES: Flanged valve is consistent with ANSI B16.1 Class 125.
Post Flange has a 12 OD and 10.5' bolt circle.
Compliance with the Standard for Gate Valves for Fire Protection Service, UL 262, and the Canadian
Requirements, ULC/ORD-C262.
DIMENSIONS -WEIGHTS-QUANTITIES
F-609 Dimensions
Size A B C D E Weight
In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kg.
4 100 9.00 229 14.13 359 9.00 229 .94 24 3.66 93 105 48
6 150 10.50 267 18.56 471 11.00 279 1.00 25 3.44 87 170 77
8 200 11.50 292 22.13 562 13.50 343 1.13 29 4.00 102 277 125
10 250 13.00 330 25.75 654 16.00 406 1.19 30 3.88 98 399 181
12 300 14.00 356 29.50 749 19.00 483 1.25 32 4.94 125 623 283
Size
In. mm.
A
In. mm.
B
In. mm.
M-609 Dimensions
C D
In. mm. In. mm.
E
In. mm.
Weight
Lbs. Kg.
4 100 9.25 235 14.13 359 9.00 229 1.00 25 3.66 93 100 45
6 150 10.75 273 18.56 471 11.09 282 1.03 26 2.25 57 153 69
8 200 11.50 292 22.13 562 13.31 338 1.09 28 4.00 102 250 113
10 250 13.00 330 25.75 654 15.63 397 1.13 29 3.88 98 390 176
12 300 14.00 356 29.50 749 18.00 457 1.25 32 4.94 002 556 253
FREEZING WEATHER PRECAUTION: Subsequent to testing a piping system, gate valve should
be in an open position to allow complete drainage.
C &LISTED
NOTE: Number of turns required to open 4", 9; 6', 13½; 8", 171/z 10", 30¼; 12", 38¼ turns. Tolerance±½ turn on all sizes.
APPROVED NOTE: Available to ISO Flange dimensions. Specify F-609-1. See page 51.
NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH. 1.800.234.0227
TECH SERVICES PH: 1.888.446.4226 • FAX 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455
NI P-i AJ
Upright Post Holes .75 drill
on 101/f bolt circle.
Diameter drilled on
center."
Indicator Posts
Fire Protection • Upright Posts.For use with non-rising stem indicator post style gate valves
UL LISTED • FM APPROVED
MATERIAL LIST
PART SPECIFICATION
Locking Wrench Cast Iron ASTM Al 26 Class B
Operating Nut Bronze ASTM A584 Alloy 83600
Retainer Ring Nitrile
Upper Body Cast Iron ASTM A126 Class B
Window Lexan-UV Stabilized
"Open" Target Cast Aluminum
Shut Target
Pipe Plug 1/2 NPT
Cast Aluminum
Steel - Zinc Plated
Eye Bolt Steel
Operating Rod H.R. Steel ANSI M1020
Target Carrier Nut Bronze ASTM 8854 Alloy 83600
Target Carrier Plate Steel
Target Retainer Clamp Stainless Steel Type 302
Hex Nut Steel - Zinc Plated
Pan Head Screw Steel - Zinc Plated
Hex Head Screw Steel - Zinc Plated
Spacer Sleeve Ductile Iron
Body - Outer Ductile Iron
Body - Inner Ductile Iron
Hex Head Screw Steel - Zinc Plated
Operator Rod Coupling Cast Iron ASTM A126 Class B cm
Cotter Pin Brass
Hex Head Screw Steel - Zinc Plated
Base Flange
Hex Head Screw
Cast Iron ASTM A126 Class B
Steel - Zinc Plated
Hex Nut Steel - Zinc Plated
NIBCO Fig. No. NIP-1AJ
Mated to NIBCO IBBM Gate Valves
Bury Depth Dimensions from bottom of trench (Inches - Rounded)*
Mm. Bury Depth Max. Bury Depth
Valve
Size" NIP-1AJ NIP-1AJE NIP-1AJEE NIP-1AJ NIP-1AJE NIP-1AJEE
411 33' 51" 59..52" 70" 88'
6" 40" 58" 76" 59" 77" 95'
8" 43' 61" 79" 62" 80' 98'
10" 48' 66' 84" 67" 85' 103'
12' 52" 70' 88" 1 71' 89' 107"
Note: Add 18" Bury Depth for NIP-1AJE
Add 36" Bury Depth for NIP-1AJEE
Special lengths available in 6" increments. P.O.A. beyond NIP-1AJEE
Mounting hardware included
Indicator Post Gate Valve Dimensions
4" 6" 8" 10 12'
Valve Size In. mm. In. mm. In. mm. In. mm. In. mm
Dimension from
centerline of F/M609 IIBBMI 14.1 358 18.6 472 22.1 561 25.8 655 29.5 749
valve to top of F/M609RW the operating nut 13.5 342 17.0 432 20.5 520 23.8 605 27.0 686
Turns to open F/M609 IlBBMI
(t5 turn) F/M609RW
9 13.5 17.5 30.25 38.25
1 12.8 1 15 17.6 21.2 1 25.1 ®LISTED
.zz1S
APPROVED
NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY 511 • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 1 TECH SERVICES PH: 1.888.446.4228 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.534.295.3455
FIRE H .HA YJ)NT -BRONZE J3775 PL JONES 3- NOZZLE T, 4" X 4" X 2-1" 6" OR 8" FLANGE INLET BOLT PAPPERN
075 THRU-6 HOLES
EQUALLY SPACED ON A
09.375 B.C.
SECTION A-A
A A
L--------------------------J
MANUFACTURED IN COMPLIANCE WITH AMERICAN
WATER WORKS ASSOCIATION, WET-BARREL FIRE
HYDRANT STANDARD, AWWA C-503
PARTS LIST: PRHI)IICT FFATIIPF:
ID PART NAME MATERIAL FEATURE DESCRIPTION
1 HYDRANT HEAD ASTM B584 ALLOY C89833 OR C87600 1 INDIVIDUAL STEM OPERATION
2 HOSE CAPS PLASTIC or BRONZE 2 LIMITED NUMBER OF INTERNAL PARTS
3 HYDRANT STEM SILICON BRONZE ASTM C87600 3 - PRODUCT RATED UP TO 200 PSI; HYDROSTATICALLY TESTED AT 400 PSI
4 STEM LOCKNUT ASTM B584 ALLOY C89833 4 - AVAILABLE IN A VARIETY OF BOLT HOLE PATTERNS
5 BEVELED HYDRANT DISC BIJNA-N 5 - LOW ZINC SILICON BRONZE STEMS
6 HYDRANT DISC LOCKNUT ASTM B584 ALLOY C89833 6 HEAVY DUTY DISC HOLDER
7 STEM INSERT ASTM B584 ALLOY C89833 7 O-RING CONSTRUCTION IN STEM INSERT
6 PENT NUT SILICON BRONZE ASTM C87600 8 PENT NUTS SIZES AVAILABLE; 1-1/B', 1-1/2', 1-3/4'
9 PENT NUT RETAINER COPPER ALLOY UNS C83600 9 PLASTIC CAPS AVAILABLE
10 HYDRANT DISC HOLDER BRASS ASTM B584 ALLOY C89836 10 10 YEAR LIMITED WARRANTY
11 HYDRANT SPOOL ASTM B584 ALLOY C89833 OR C87600 II VARIOUS OUTSIDE FINISHES AVAILABLE
12 ____________________________________ 12 NOZZLE THREADS CONFORM TO NFPA 1963, NH/NST
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