CF-Fire Station 2-CS 960828 Submittal Transmittal Continuation Letter
Project: COPPELL FIRE '$TATI(~N NO'S 2 & 3 Project No. 4110.00
Forward Original of this Form and Retain Copies
TO'. Phillips Swagcr Associates BY: Boyd Construction DATE: ,~,u.,/~--//~c~/57_~v
TO: Phillips Swager Associates BY: 3~ ~ DATE: ~/~[~
TO: Boyd Construction BY: PSA DATE:
TO: (C.O.C) J. Godwin BY: PSA DATE:
C p C A p ACTION TAKEN (X)
O S O N S S~CONTRACTOR: ~~ ~/~/T/~ R F R R S
N A N D A E U E E E
V R V J E
T S / SPECIFICATION: ~ ~ ~
R U O I N I E
A L R SUBMI~ALNO: ~. ~ / E I S C R
W S E T E
C T E II E M
T A O SUBMI~AL COPIES TO: D & 1) A
O N W A R
R T N S R K
E E S
N S
R TR~SMI~AL COPIES TO: o u
T B
E M
D I
I 2 3 4 5 T
Sepia ~opies Identification Description
-/', /7 / / ~
/ / /'/ /
/ / / / /
/ / / / /
/ / / / / ~.[ ,~,,,, .,~
/ / / /
REMARKS:
Submittal Transmittal Continuation Letter
Project: COPPELL FIRE'STATION NQ'$ 2 & ) Project No. 4110,00 '
Forward Original of this Form and Retain C6pies
....... v ..... ~, ........... ~ / o/=' ~o?~Z& BY: Boyd Construction DATE:
TO: Consultant BY: DATE:
TO: Phillips Swager Associates BY: DATE:
TO: Boyd Construction BY: ~ DATE:
TO: (C.O.C) J. Godwin BY: PSA DATE:
C p C A p ACTION TAKEN (X)
O S O N S SUBCONTRACTOR: ]::-/~(~Z. ~' U 7-/L / 7~/~',~' R F R R S
N A N D A E U E E E
T S / SPECIFICATION: (_9 ~.. ,~O C) V R V J E
R U O I N I E
A L R SUBMITTAL NO: C~ . CD [ E I S C R
C 1' W S E T E
E II E M
T A O SUBMITTAL COPIES TO: D & D A
O N W A R
R T N S R K
E E S
N S
R TRANSMITTAL COPIES TO: O U
T B
E M
D I
I 2 3 4 5 T
Sel)ia/, Copies Identification Description
-/,7 // / / ~.o~-~ ~',,--~ ~,~-,,,_,~,~.s
/ // / /
/ // / /
/ // / /
/ // / /
/ // / /
/ // / /
/ // / /
REMARKS:
x:\411000\shopt ran.wp
FEATURES/BENEFITS AMERICAN FLOW CONTROL
SAMPLE SPECIFICATIONS SERIES 2500 RESILIENT WEDGE VALVE
FEATURES/BENEFITS
The Series 2500 Ductile Iron 250 coating is applied prior to assembly is located above and one is
p.s.I. Resilient Wedge Gate Valve is so that even the bolt holes and located below the thrust collar.
designed for use in potable water, body-to-bonnet flange surfaces These thrust washers assure easy
sewage, fire protection systems as are fully epoxy coated, operation at all times.
well as Irrigation and backflow Triple O-ring Stem Seals No Flat Gaskets
control systems. This valve features triple O-ring The body-to-bonnet and
Ductile Iron Construction stem seals. Two O-rings are located bonnet-to-bonnet cover seals are
The ductile iron body, bonnet above and one O-ring is located pressure energized O-rings. This
and wedge provides strength and below the thrust collar. The lower eliminates the need for excessive
a pressure rating that far exceeds two O-rings provide a permanently bolt loading which is required by
the requirements of AWWA C509. sealed lubrication chamber. The designs that use flat gaskets. The
Strength more than doubles that benefit being that the valve will be O-rings are reusable which
provided by cast lion designs and easy to operate over a long period eliminates down time during any
the pressure rating is 250 p,s.i, All this of time. The upper O-ring assures needed repair.
strength and higher pressure rating is that sand, dirt or grit cannot enter The Series 2500 Resilient
provided in a compact, lightweight, the valve to cause damage to the Wedge Gate Valve is furnished in
and easy to handle valve, lower O-rings. This is especially configurations that are listed by
Fusion Bonded Epoxy important for buried and sewage Underwriters Laboratories, Inc. and
The Series 2500 valve is futly epoxy service applications, approved by Factory Mutual
coated both on the interior as well as Thrust Washers Research Corp.
the exterior. The fusion bonded Two thrust washers are used. One
The Series 2500 Ductile Iron Resilient Wedge Gate Valve
has these standard features: t:~
Fusion Bonded Epoxy Coating o 250 p.s.i. Pressure Rating
Complies with ANSI/AWWA C550
· Rubber Encapsulated Wedge
· 250# Raised Face Flanges · Triple O-ring Stem Seals
Available
· Ductile Iron Body, Bonnet and · Smooth (No Pocket) Waterway
Wedge, Operating Nut · 100% Bottle Tight Closure
UL-FM in Allowable
Configurations
SAMPLE SPECS
Valves shall be resilient wedge of ductile iron, Wrench nut shall have collar to assure easy operation of
type, Valve body, bonnet and four flats at stem connection to the valve.
wedge shall be constructed of assure even distribution of operating All internal and external ferrous
ductile iron. The exterior of the input torque to the stem, surfaces of the valve body and
ductile iron wedge shall be encapsu- All body-to-bonnet and bonnet- bonnet shall have a fusion bonded
lated with nitrile rubber, to-cover seals shall be O-rings. Flat epoxy coating, complying with
The wedge shall be symmetrical gaskets shall not be allowed. ANSI/AWWA C550, applied electros-
and seal equally well with flow in Stem shall be sealed by three tatically prior to assembly. 250#
either direction. There shall be no O-rings. The top two O-rings shall be raised face flanges shall be
exposed metal seams, edges or replaceable with valve fully open provided when required.
- screws within the waterway, and while subject to full rated Valves shall be equal to
(~) The stem shall be bronze in full working pressure, O-rings set in a American Flow Control's Series 2500
compliance with Section 4.7 of cartridge shall not be allowed. Ductile Iron Resilient Wedge Gate
AWWA C509, Valve shall have thrust washers Valve,
Wrench nut shall be constructed located above and below thrust
4
FEATURES/BENEFITS AMERICAN FLOW CONTROL
SAMPLE SPECIFICATIONS 5-1/4" PACER FIRE HYDRANT
FEATURES
The Waterous Pacer's sleek and today's system demands. With pected from a high quality fire
stylish design blends perfectly with many cities experiencing increased hydrant. The all bronze seat and
today's modern architecture. The pressure to stretch their dollars it is bronze seat insert assure that the
Pacer is rated for 250 p.s.i, and important to note that the Pacer Pacer hydrant remains easy to
exceeds all of the requirements of hydrant can be maintained by just repair. The Pacer has been manu-
AWWA C-502. Ductile iron construc- one person. The removal of four nuts lectured for almost thirty years while
tion assures strength and durability, and bolts allows access to all still maintaining complete parts
Introduced in 1967, the Pacer fire working parts. The Pacer hydrant is interchangeability.
hydrant provides real solutions to loaded with all of the features ex-
The Pacer hydrant has these standard features:
· Ductile iron nozzle section,
· All bronze drain · 250 p.s.i, pressure rating upper & lower stand pipes
& hydrant base
· Travel stop located in - Double O-ring protected bronze
top of hydrant valve seat · Bronze to bronze seating
· Easy 360° rotation of nozzle · Sealed lubrication chamber · Bronze cross arm
section
BENEFITS
Easy Nozzle Section Rotation All Bronze Drain
The Pacer's exclusive stainless steel No compesition rubber, plastic or
flange lock ring allows 360 degree rata- leather to wear, chip or crack. Virtually
lion of nozzle section by merely loosen- no leaks, nor adjustments are required
lng four bolts and turning nozzle section ever, Bronze sliding drain valve is free to
to the exact position required. This is center itself so it always closes tightly,
done without damage to barrel gas- even if a foreign object gets into the
kets. barrel.
Sealed Lubrication Chamber Top Travel Stop Nut
O-rings seal the operating threads Helps prevent stem buckling and
tram moisture and retain lubricant which damage to bronze components.
greatly reduces routine maintenance.
SAMPLE SPECS
Fire hydrants shall meet or exceed The seat diameter shall be 5-1/4". Hydrant operating threads to be
AWWA C502, latest revision. Rated Hydrant must be designed so that re- factory lubricated and be O-ring
working pressure shall be 250 p.s.i., test moval of all working parts can be ac- sealed from water, moisture and
pressure shall be 500 p.s,i, and complished without excavating. The foreign matter.
hydrants shall Include the following bronze seat to be threaded into mating Hydrant must have a traffic flange
specific design criteria: threads of bronze for easy field repair, design allowing for quick and
The nozzle section, upper and lower The draining system of the hydrant economical repair of damage
stand pipes and hydrant base shall be will be bronze and be positively resulting from a vehicle's impact.
ductile iron. activated by the main operating rod, Hydrants shall be Waterous Pacer
The main valve closure shall be Hydrant to be furnished with a sliding (Model number WB-67-250).
of the compression type, opening bronze drain valve. Sliding drain
against the pressure and closing with valves made of rubber, plastic or
the pressure. Nozzle section to be leather will not be a~lowed,
designed for easy 360 degree rata- Hydrant must have an internal travel
lion by the loosening of no more than stop nut located in the top housing
four bolts, hydrant.
Short Form
Specification ..,
Scope Drop Impact Test Joint Tightness
This specification designates Pipe (6" long section) shall Two sections of pipe shall
general requirements for be subjected to impact from be assembled in accordance
unplasticized polyvinyl a free falling tup (20-lb. Tup with the manufacturer's
chloride (PVC) Plastic Grav- A.) in accordance with recommendation. Joint shall
ity Sewer Pipe with integral ASTM Method of Test be tested in accordance with
wall bell and spigot joints for D2444. No shattering or ASTM D3212, "Joints for
the conveyance of domestic splitting (denting is not a Drain and Sewer Plastic
sewage, failure) shall be evident Pipe Using Flexible
when the following energy is Elastomeric Seals."
Materials impacted:
Pipe and fittings shall meet Flattening
the requirements of ASTM Nominal Size There shall be no evidence
Specification D3034 for Inches Ft.-Lbs. of splitting, cracking, or
4"-15" SDR 35 and F679 for 4 150 breaking when the pipe is
18"-27". The pipe shall be 6 210 tested as follows:
colored green for in-ground 8 210
identification as sewer pipe. 10 220 Flatten specimen of pipe, six
12 220 inches long between parallel
Pipe plates in a suitable press
15 220
Pipe shall be suitable for 18 220 until the distance between
use as a gravity sewer con- 21 220 the plates is forty percent of
duit. Provisions must be 24 220 the outside diameter of the
made for contraction and 27 220 pipe. The rate of loading
expansion at each joint with shall be uniform and such
a rubber ring. The bell shall that the compression is
consist of an integral wall completed within two to five
section with a solid cross- Fittings minutes.
section rubber ring, factory All fittings and accessories
assembled, securely locked shall be as manufactured
in place to prevent displace- and furnished by the pipe
ment during assembly. Sizes supplier or approved equal
and dimensions shall be as and have bell and/or spigot
shown in this specification, configurations compatible
Standard laying lengths with that of the pipe.
shall be 20 ft. and 12.5 ft.
+ I inch. At manufacturer's Temperature for Testing
option, random lengths of Pipe shall be designed to
not more than 15% of total pass all tests at 73OF
footage of each size may be (+3°F)·
shipped in lieu of standard
lengths. Pipe Stiffness
Minimum "Pipe Stiffness"
(F//~y) at 5% deflection
shall be 46 psi for all sizes
when tested in accordance
with ASTM Method of Test
D2412, "External Loading
Properties of Plastic Pipe by
Parallel-Plate Loading."
10
Short form
specification '-'
Scope Pipe stiffness
This specification designates general The pipe stiffness using F//~y for PVC
requirements for unplasticized poiyvinyl class water pipe is contained in the table
chloride (PVC) plastic class water pipe below:
with integral bell containing a locked-in Class DR F//~y (psi)
ring and spigot joints for the conveyance
100 25 129
of water and other fluids. 150 18 435
200 14 914
Materials
Pipe shall meet the requirements of
AWVVA C900, "Polyvinyl Chloride (PVC) Quick burst test
Pressure Pipe". All Class 100 pipe shall Randomly selected samples tested in
meet the requirements of DR 25, Class accordance with ASTM D 1599 shall
150 pipe shall meet the requirements of withstand, without failure, pressures
DR 18 and Class 200 the requirements listed below when applied in 60-70
of DR 14. seconds.
Minimum burst
Pipe Class pressure at 73°F (psi)
All pipe shall be suitable for use as
100 535
pressure conduit. Provisions must be 150 755
made for expansion and contraction at
200 985
Accessories each joint with an elastomeric ring.
Blue Brute is backed up by all the items it The bell shall consist of an integral wall
takes for smooth installation of water section with a factory installed, solid Drop impact test
pipe. Direct taps can be made with cross section elastomeric ring which Pipe shall withstand, without failure at
tapping tools. (See detailed instructions meets the requirements of ASTM F-477. 73°F, an impact of a falling missile, Tup
on tapping in the "Blue Brute Installation The bell section shall be designed to C, at the following levels. (Per ASTM D
Guide", TR-704A.) be at least as hydrostatically strong as 2444).
the pipe wall and meet the requirements Pipe Impact
of AWWA C900. Sizes and dimensions size (in.) (ff./lbs.)
shall be as shown in this specification. 4 100
6 100
Physical requirements 8 100
Standard laying lengths 10 120
Standard laying lengths shall be 20 feet 12 120
(_+ 1") for all sizes. At least 85% of the
total footage of pipe of any class and
size shall be furnished in standard There shall be no visible evidence of
lengths. The remaining 15% can be shattering or splitting when the energy is
furnished in random lengths. Random imposed.
lengths shall not be less than 10 feet
long. Each standard and random length
of pipe shall be tested to four times the
class pressure of the pipe for a minimum
of 5 seconds. The integral bell shall be
Cast iron O.D. tested with the pipe.
Available in 4", 6", 8", 10" and 12" sizes,
this pipe can be connected directly into
cast and ductile iron fittings without
adaptors or complicated procedures.
MECHANICAL JOINT SSB-DUCTILE IRON Subsidiary of,
CLASS 350 FITTINGS Trier Corporation
Sample Specificatlon
through 16" Mechanical Joint Ductile Iron
Fittings shall be produced in strict accordance
with all applicable terms and provisions of
ANSI/AWWA C153/A21.53 and ANS'/
AWWA C111/A21.11 18" thru 24"
diameters shall be manufacturer's standards
O,?S
ductile iron pipe. lhe working pressure rotin§
shall b~ 350 PS1. 0.3~ ~n. -1-'~-. B-
Joint Dimensions in Inches
Bolt
Size ADia. B CDla. DDia. FDia. J Dia. K~Dla. K~Dia. L M S T XDia. Size No.
3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .59 .62 .38 .34 % %x3 4
4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .41 .35 % SAx3~/~ 4
6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .37 % %x3Y~ 6
8 9.05 2.50 10.17 10.27 9.15 !1.75 13.31 13.37 .66 1.00 .45 .39 % %x3'/z 6
10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .41 % %x3Y2 8
12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 !.00 .49 .43 % %x3% 8
14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .51 % %x4 10
16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 !.31 .57 .52 % %x4 12
18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .59 % %x4 12
20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .60 % %x4 14
24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .62 % %x4'/~ 16
BENDS
90° Bends (1/4) 45° Bends(I/8) 22~/~° Bends (1/16) 11~/~° 1/32)
5-600 5-605 5-609 5-611
Size Dimensions Weights Dimensions Weights Dimensions Weights Dimensions Weights
· T A R A R A R A R
3 .34 4.5 4 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15
4 .35 5.0 4.5 26 2.49 4.81 22 !.82 6.66 21 1.55 10.7 20
6 .37 6.5 6 48 3.50 7.25 38 2.59 10.5 37 1.81 13.26 33
8 .39 7.5 7 68 4.00 8.44 59 2.85 ! 1.8 51 2.06 15.8 48
10 .41 9.5 9 107 5.01 10.88 81 3.35 14.35 67 2.32 18.36 61
12 .43 10.5 10 141 5.98 13.25 111 3.86 16.9 80 2.56 20.9 79
14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 131
16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.5 179 2.62 21.5 159
18 .59 15.5 14.0 410 7.5 14.5 289 7.5 30.19 292 7.5 60.94 292
20 .60 17.0 15.5 505 8.0 16.88 348 8.5 35.19 364 8.5 71.07 377
24 .62 20.0 18.5 695 9.0 18.12 475 9.0 37.69 460 9.0 76.12 457
18" thru 24" not included in AWWA C 153 as of August, 1992
9-10-92 Tyler Pipe/Utilities Division · P.O. Box 2027 · Tyler, Texas 75710 · (903) 882-5511 · FAX (903) 882-7043 5-19
SERVICE SADDLES AND TAPPING SLEEVES
CATALOG SECTION AA
BRASS SADDLES """~
Style S70 and S71
Saddles for Standard PVC Pipe Style 101 B Style 202B
Single Strap Saddle Double Strap Saddles
Style S90 and S91
Saddles for C900 PVC Pipe
Style 101 BS Style 202BS
Single Band Saddles with Double Band Saddles with
stainless steel bands & stainless steel bands &
bolts for C900 PVC pipe bolts for C900 PVC pipe
lEON SERVICE SADDLES
Style F101 Style FS101 Style FC101
(with Standard Strap) (with Stainless Steel (Epoxy Coated with
Band and Bolts) Stainless Steel Band
and Bolts)
Style F202 Style FS202 Style FC202
Double Strap Saddles - Double band Saddles Double band Saddles
(with standard straps) (with Stainless Steel (Epoxy Coated, with Stainless
Band and Bolts) Steel Band and Bolts)
4
CORPORATION STOPS AND BALLCORPSTM
CATALOG SECTION A
Ford Meter Box offers the largest variety of service line connections including male & female iron pipe
thread, flare copper, compression couplings for copper, iron, polyethylene, polybutylene, PVC and lead.
All Ford brass products are made to the AWWA standard of 85-5-5-5 brass.
CORPORATION STOPS
Key Valve Corp ~ ~ Ball Valve Corp
BallCorpTM
INSERT STIFFENERS FOR PLASTIC PIPE OR TUBING
QUARTER BENDS, EIGHTH BENDS, AND STRAIGHT COUPLINGS
REPLACEMENT PIECES, BRASS CORP STOP PLUGS AND
BRASS BUSHINGS FOR CORPORATION STOPS
SERVICE INSULATORS
Threaded nylon bushing assembled between two flare coPper adapters,
Fem~l~ Flare Copper Male Flare Copper
3
BOYD CONSTRUCTION
GENERAL CONTRACTOR~
~I~ROVAL OF THESE DRAWINGS OR DATA DOES NOIr
RELIEVE THE SUPPLIER FROM COMPLIANCE WITH
PLANS AND SPECIFICATIONS OR FROM
RESPONSIBILITY FOR QUANTITIES, ERRORS. OR
D~PARTURES FROM THE INTENT OF THE ORtGIf4AL
CONTRACT DOCUMENTS. SHOP DRAWINGS ARE NOT
API~ROVED FOR STRUCTURAL CALCULATIONS NOR
~TRUCTURAL INTEGRITY.
SUBMITTAL DATA HAS BEEN REVIEWED FOR
COMPUANCE WITH CONTRACT DOCUMENTS AND I~:
/t~i~PRODUCT DATA [] SHOP DRAWING [::] SAMPLE
~ FOR ARCHITECTS APPROVAL
, AS NOTED FOR ARCHITECTS AI~PROvAL
..... R~$UISMiI'