WQ0000484_Permit Application_20101129

NSTALL
NC.
Waste Water Treatment
System Improvements
Mountaire Farms of North Carolina
Lumber Bridge, NC
Project #10-315
Mr. Scott Varner
warner ,mountaire. com

PROJECT INDEX
RECEIVE®
JAN 1.3 2011
DENR-FAYETTEALE REGIONAL OFFICE
ACH TRIAL 2
WWW DOCUMENTS 3
SECTION 2.1-WWW INDEX 4
SECTION 2.2-OPERATION NARRATIVE 5
SECTION 2.3-PROCESS BLOCK DIAGRAM 7
SECTION 2.4-OPERATION LOGIC 8
EQUIPMENT SPECIFICATIONS AND CUT SHEETS 50
SECTION 3.3 - GORMAN RUPP PUMPS
SECTION 3.4 - CHEMICAL FEED AND STORAGE
50
64
SPECIFICATIONS 71
SECTION 4.1- SPEC SECTION 1000-GENERAL CONDITIONS
71
SECTION 4.2 - SPEC SECTION 2000 - EARTHWORK
87
SECTION 4.3 - SPEC SECTION 1500-MECHANICAL
99
SECTION 4.4 - SPEC SECTION 16001-BASIC ELECTRICAL METHODS
105
SECTION 4.5 - SPEC SECTION 16523-CONTROL WIRING
126
DRAWINGS
142
SECTION 5.1- P&ID-MP4
147
SECTION 5.2 - STRUCTURAL-
142
SECTION 5.3 - MECHANICAL-MPl-MP6
144
SECTION 5.4 - MECHANICAL SECTIONS - MP2 AND MP3
145
SECTION 5.5 - W W W RSP-6L DAF AND APPURTENANCES
150
SECTION 5.6 - ADVANCED PIPE FLOCCUI.ATOR-APF-61,
151
SECTION 5.7 - ELECTRICAL AND CONTROL PLANS, DIAGRAMS, DETAILS
152

�l
MOUNTAIRE FARMS ACH TRIAL
ACH AND CURRENT PROGRAM
9-30-10
BOD
TKN
NH3
TSS
RAW
5350
214
16.8
5480
DAF
820.
118
17.6
490
ACH
520
96.3
17.2
93.7
COAGULANT W/ ACH AND CURRENT PROGRAM
10-01-10
DAF
490
108
6.9
53.2
ACH
350
95.8
6.8
13.3.
SLUDGE RESULTS 10-01-10
% SOLIDS
DAF 48.2
ACH 27.3
' RECEIVED i DENRI DWQ
AQUIFER PROTECTION SECTION
NOV 3 0.2010
HEXANE EXTRACTION TOTAL SOLIDS
650,000 MG/KG
200,000 MG/KG
ACH VS ALUM JAR TEST 10-26-10
BOD
TKN
NH3
CLARIFIER 1000
130
27.6
ACH 390
55.4
26.8
ALUM 375
52.9
28.0

RECEIVED I DENIR� SE 4 IOP1
A001FER PRO
Nov 3 0 2010
Solutions' f6t Process .arid 1Nastewater Treatment
•
Mountaire Farms
Lumber Bridge, NC
DISSOLVED AIR FLOTATION (DAF) SYSTEM
IN
WWW: 10-205
WWW CONTACT
DATE
RSP-61- Dissolved Air Flotation Systems
Kyle Booth
World Water Works, Inc.
Phone: [phone]
Email: [e-mail]
Address: 4061 NW 3`d St.
Oklahoma City, OK 73107
800-607-PURE
November 29, 2010

Wastewater Treatment
DAF OPERATIONAL NARRATIVE
PROCESS BLOCK DIAGRAM AND MASS BALANCE
DAF OPERATION LOGIC
EQUIPMENT SPECIFICATIONS
DISSOLVED AIR SYSTEM
TOP SLUDGE REMOVAL COMPONENTS
BOTTOM SLUDGE REMOVAL COMPONENT
DAF DRAWING
APF DRAWINGS
SLUDGE HANDLING
DRAWINGS
P&ID
STRUCTURAL10
MECHANICAL & SITE PLAN
MECHANICAL SECTION
ELECTRICAL & CONTROL PLANS, DIAGRAMS, DETAIL

5,oiutions torProcess',and Wastewater Treatment
CONTROL NARRATIVE
OPERATION NARRATIVE
Pro'ect: Mountaire Farms, Lumber Bridge, NC
Equipment: WWW RSP-6L DAF Unit w/ Advanced Pipe Flocculator.
The designs will both utilize a WWW RSP-6L DAF Unit with the addition of an Advanced
Pipe Flocculator (APF) to treat the facility effluent by removing. 90%+ of the Total
Suspended Solids (TSS); Fats, Oils and Greases (FOGs) and 80%+ of the Insoluble
Organic Loading. The proposed designs include the DAF, APF, Controls and Chemical
Feed Systems necessary to achieve the specified goals. The design assumes that
prescreening, flow equalization, pH monitoring/control, all transfer/feed systems and
flow rate monitoring/control already exist or will be provided by others.
The WWW DAF will be capable of treating the flow and loads as they currently exist at
the Lumber Bridge facility. In order to ensure consistent yet flexible operation, the
WVWV DAF will have the capacity to operate as a primary DAF or as a polishing (post
existing DAF(s)) DAF. The variation between the two designs will be based on the
actual solids loading coming to the DAF. If the DAF is used as a polishing DAF, then
the unit will only require one (1) Nikuni pump in operation. If the DAF is used as a
primary DAF System, then the unit will require the operation of two (2) Nikuni Dissolve
Air Pumps in order to provide the proper A:S ratio.
The current chemical program for the existing DAF units makes use of three (3)
polymers. Since these units are operating in the primary configuration, the chemical
program will not change for the WWW DAF operated in the primary configuration.
Based on jar testing, the chemical program being considered for the WWW DAF
operating in the polishing configuration will consist of two (2) polymers and one (1)
coagulate. This program will allow for further reduction in the primary pollutants along
with the additional precipitation of some of the smaller particles.

.+_.,.�__vv..coo=c�u. v.vGa,lCwdtCr�-�dimefli• _
TYPE OF FACILITY: Poultry Processing Plant
TREATMENT GOALS: TSS/FOG/BOD Reduction Main Objective
DESIGN CRITERIA:
The following data has been provided :by the Customer and used to develop the proper
design solution.
Flow Maximum•3.456 MGD (2,400 GPM)
Parameters System Design Influent Projected Effluent
TSS, Primary DAF 2,300 - 2,500 ppm <250 ppm
FOG, Primary DAF 800 ppm <80 ppm
TSS, Final DAF 1,000 ppm <100 ppm
FOG, Final DAF 200 -ppm <20 ppm
Temp. <95 Deg F N/A
pH 6.5to7.5S.U. 5.5to8.0S.U.

PROJECT#: 10-205 PROCESS BLOCK DIAGRAM & MASS BALANCE
CUSTOMER: Mountaire Wastewater Treatment Facility Upgrade
SITE: Lumber Bridge, NC Physical/Chemical Pre -Treatment System - DAF, 3,456,000 GPD
tank 2
X DAFi X
Cbrirarr
F
X I I i DAF2 X
(4,000 gal)
X
(55,000 DAF. gal) 12 I - I i
CompressedAlr mi
XXXX Main equipment (Existing or by others) XXXX Main equipment (byWWW)
G Pumps, Mixers (Existing or by others) X Pumps, Mixers (byWWW)
❑X Blower, Compressors, Aerators (Existing or by.others) ❑X Blower, Compressors, Aerators (by WNW)
1. Flow Scenario f11
REV. 0.1
PREPARED BY: HC
CHECKED BY: DO
NOT FOR CONSRUCIO 1
...........v...................................................... DAF float to dumpst
��DAF42) .--C��► l g X r
....................................... .....................................
OAF skrdge.fo trenc
�> Main stream Compressed air 0 O Pressurized, Forced flow
—� Other stream Citywater ❑X Q Gravity, Non -forced flow
........ Sbdge/Solds Chemicals Atm. Air
Water
Una
1
.._._.__�...:._:_..
2
._._....—:m.._..._..
3
.......___, ._..._.
4
._._._.---
-5
..:..... :,..—
6
7 -
g•
Air
10._.._...
-Remarks
APF InfCent 1
DAF4 Influent
I Nikuni Recirculation
DAF4 effluent
DAF4 floa
..--•------_..------__...,--•--_._.
Co aloof
Fbcculonl 1, 2
.._._.._-8__......_—
C' water
-
Compressed airOperating
hrs
hr/day
24
24
24
24
8
5
hr/day
16
Design Flow
gallday
3,456,000
3,456,000
3,299,698
156,302
-
3,000
scbn (S.ft 1mm)
35
gaVrrn
2,400.0
2,400.0
660.0
2,291.5
325.6
10.0
PS6
80 - 250
Design TSS
mg/l
2,500
2,500
250
50,000
bs/day
72,031.7
72,031.7
6,877.4
65,154.3
Design FOG
mgll
800
800
80
16,000
bslday
23,050.1
23,050.1
2.10.8
20,849.4
Temperature
°F
95
H
6.5 - 7.5
2. owScena o 2
Water
Unit
2
3
4
5
6
7
8
9
Air
10
Remarks
APFInf6ent2
DAF4 at
oao
Fbcalontl,2
Cwater
Compressed
Operatingtvs
hr/day
24
24
24
24
8
5
hrlday
i6
Design Flow
gallday
3,456.000
3,456,000
3.393,479
62,521
3,000
scfm (S.fN/min)
35
gaVmin
2,400.0
2,400.0
560.0
2,356.6•
130.3
10.0
ps
80-250
Design TSS
mgA
1,000
1,0D0
100
50,000
bs/day
28,812.7
28,812.7
2,751.0
26,061.7
Design FOG
mgA
200
200
20
4,000
-
u�m u eoamnx.,ne
bstday
5,762.5
5,762.5
550.2
5 2123
1) Design basis: Numbers In blue -provide by Customer, Numbers In green - assumed by WWW.
2) DAF performance: TSS 90.5% removal FOG 90.5% rermval
ACKNOWLEGEMENT
This general block diagram Is not intended to provide any equipment performance guarantee and is
developed to provide simpitcityof the overall process. Certaln components and details are not shown on this
Client: Customer: ---- Process design and Manufacturer.
NSTALL

Process .and WaMewater'Treatment
OPERATIONAL LOGIC
1. SYSTEM CONTROLS
DAF INSTALLED- RUNNING AS PRIMARY:
Two feed pumps will be installed in the Feed Forward pump house. These pumps
will move water from the current FEB (Flow Equalization Basin) to the new WWW
RSP-6L DAF. These pumps will be controlled by the WVWV control panel. The
operator will enter a start level and stop level on the control panel HMI, once the
level of FEB is greater than the set point, both of the feed pumps will begin. The
pumps will run until the lower level stop set point it reached.
The speed of the pumps will be determined by an operator input of the desired flow
rate. The flow rate input will control a PID loop to send a speed reference signal to
the pump's Variable Frequency Drive (VFD). This control will allow the pump to run
j- at a desired flow rate and automatically change upon changing head pressures in
the FEB.
While running as a Primary unit, a signal will be provided to start the polymer feed
pumps for the 3 existing polymers. The operator will be able to input a desired
chemical ratio,, in parts per million (PPM). This setting.will look at the current flow
rate and maximum feed pump settings and send the desired speed signal to the
VFD. If changes in the flow rate or set points occur, the PLC will compensate the
pump signal.
The DAF effluent will gravity feed to the effluent side of the existing clarifier.
DAF INSTALLED -RUNNING AS SECONDARY:
One Feed pump will be installed at the current clarifier. This pump will move water
from the existing clarifier to the new WWW RSP-6L DAF. This pump will also be will
be controlled by the WWW control panel. The operator will enter a start level and
stop level on the control panel HMI, once the level of clarifier is greater than the set
point, the pump will begin. The pump will run until the lower level stop set point it
reached.
The speed of the pump will be determined by the level of the clarifier. The.level
control will proportionately send a signal to the pump's VFD. The higher the level of
the clarifier, the faster the pump wi)l run. Set points will be on the HMI to'set a
minimum speed and a max speed of the pump.

s
S,ol_utioris foe Process and 1Nastewater frea#meet
While running as a Secondary unit, a signal will be provided to start the chemical
feed pumps for one coagulant pump and two polymer pumps. These pumps will be
controlled by VFD's located in the MM control panel. The operator will be able to
input a desired chemical ratio, in PPM.. This setting will look at the current flow rate•
and maximum- feed pump settings and send the desired speed signal to the VFD, If
changes in the flow rate or set points occur, the PLC will compensate the pump
signal.
The Nikuni Pumps must be operated in a manner to assure protection of the
following:
• Dry Operation
•, • High Pressure
In order to achieve that, the following logic will be applied.
1) The Nikuni pumps will not turn on until the DAF is full of water and discharging
water. A level sensor is located in the DAF effluent, if this level_ is not made, the
pumps will not operate.
2) If the pumps are operational, the 4-20mA Pressure Transmitter will be monitored
for pressure.
a. If the pressure is ,less than 20 psi for more than 60 seconds, the pumps
will be shut -down with an alarm, assuming lack of water flow. The
operator- will be required to hit a reset (or acknowledgement) before
allowing the pumps to come back
b. If the pressure exceeds 100 psi for more than 1 second, the pumps will be
turned off immediately with an alarm, assuming potentially dead -heading
of the pumps.
3) If there is a motor failure, the corresponding pump will be shut -down _and an.
alarm sent.
4) The state of the motors and :the discharge pressure (read from the pressure
transmitter) will be displayed on the HMI screen.
With the WWW DAF unit running as a primary, two Nikuni pumps will be in
operation, if these pumps are in the Automatic mode on the HMI, the pumps will start
and stop with the Primary DAF Feed pumps.

Solutions :for Process Arid Wastewater Treatment
With the WWW DAF unit running as secondary, one Nikuni pump will be in
operation, if this pump is in the Automatic mode on the HMI; the pump will start and
stop with the Secondary DAF Feed pump..
The Chain and Flight system is controlled through a VFD and a 5 HP gear motor.
This system will provide removal of the Top Sludge in the system. The following
logic applies to its control.
1)
The drive will have an H/O/A function on the HMI.
a. The Hand position will allow the drive to be energized regardless of the
state of the DAF.
�y
b. The Off position is Off.
c. The Auto position will allow the drive to be
energized anytime any of
the Nikuni pump's are energized.
2)
The VFD will be adjustable at the HMI interface.
3)
There will also be a timer function that is adjustable on the HMI. This will
allow the operator to have the motor be energized between 1 and 10 minutes
and off for 0 and 10 minute intervals. The zero off mode would allow the
motor to be energized the entire time.
4)
A motor failure or VFD failure will provide an alarm to the operator.
5)
Whenever the chain and flight gear motor is energized, the top sludge
solenoid valve sludge pump should be energized. The sludge pump will be
controlled on a VFD based upon the level in the top sludge cone. There is a
4-20mA level control to monitor level.
6)
The top sludge cone should be completely evacuated after the chain and
flight gear motor is de -energized.
When the feed flow is shutdown to the DAF and the chain and flight system is
in Auto, it is recommended that a short clean cycle occurs. In other words,
upon DAF feed water flow, shut-off, the chain and flight is energized for two
(2) minutes. This assures that we get the top sludge somewhat removed
prior to a potential long period of non -operation.

,S,olution_s for Process' --and Wastewaaer, Treatment
BOTTOM CONE14. • .
The RSP-6L DAF contains three (3) bottom cones. Activating these on a timer basis
will allow the bottom sediment to automatically be purged from the bottom of the
DAF. The control logic follows:
,1) The HMI Screen will provide H/O%A function of each valve.
a. The Hand position will energize the specific valve to open.
b. The Off position assures the valve is closed.
c. The Auto position will energize the specific valve and the sludge pump
based upon a timer function.
2) The timer function will be adjustable on the HMI screen and allow an off time
for all valves, individual open times, and time intervals between valves. So
the cycle will be Off, then Valve 1, then Interval Off 1, then Valve 2, then
Interval Off 2, then Valve 3, and then return to Off. The intervals .will have to
be determined in the field based upon open and closing action of the valves.
However, it will likely be open for between.1-180 seconds and the Off time
should be programmable between 15 minute increments to 24 hours.

Currently, sludge handling is occurring at the Mountaire Farms Facility in Lumber Bridge, NC. The facility
-operates three (3) dissolved air flotation (DAF) units. The sludge is collected and transported to on -site
dewatering trailers. Once a trailer has reached capacity and has been adequately dewatered, a local
rendering facility retrieves the trailer and replaces with an empty unit. According to Mountaire Farms
facility operations, the % solid of the sludge is quite high.
In an effort to streamline production and ease operation complexity, the facility has looked to add an
additional DAF unit. The current three (3) units have a combined treatment capacity of 2,250 gallons per
minute (gpm). With the addition of the World Water Works (WWW) DAF unit, the capacity will
effectively be doubled. This addition will allow for several flow scenario possibilities -With a capacity.of
2,400 gpm, the WWW DAF can and will be operated as a primary or secondary treatment unit.
Regardless of the operational position'of the WWW DAF, sludge handling -will occur in the same manner
that is now currently being practiced with the same great level of success.
Sludge Produced
%TS Dry lb s / Day GPD
1° Operation 8.0% 64,852 97,200
2° Operation 5.0% 1 25,941 62,208
Note: The above estimates do not include the additional dewatering that will occur in the dewatering trailers
Flow Maximum 3.456 MGD (2,400 GPM)
Parameters System Design Influent Proiected Effluent
TSS, 1° DAF 2,300 - 2,500 ppm <250 ppm
FOG, V DAF 800 ppm <80 ppm
TSS,.2° DAF 1,000 ppm <100 ppm
FOG, 2° DAF 200 ppm: <20 ppm
Temperature <95 Deg F N/A
pH 6.5 to 7.5 S.U. 5.5 to 8.0 S.U.
Note: DAFs are designed to remove FOGs, TSS and Insoluble Organics only and actual removal
efficiencies will be significantly affected by the pH, Temperature and chemical programs utilized
in the DAF. Jar testing should be performed in order to more accurately project removals across
the DAF unit especially as it relates to TBOD.

Solutions fot Process and; Wastewater Treatment
DAF SPECIFICATIONS
DAF OPERATIONAL SPECIFICATIONS
The www/RESOURCE Dissolved Air Flotation (DAF) system removes suspended solids,
fats, oils and greases, and other insoluble materials. The www/RESOURCE DAF achieves
high rate removal efficiencies at a low operational cost by employing such proprietary
techniques as: Progressive Water Extraction, Cross -Flow, Nikuni Dissolved Air, Lamella
Plate Pack Design, Cone Bottom Sludge Removal and proficient Hydraulic design.
Dissolved Air Flotation (DAF) is the process whereby micro -air -bubbles cause suspended
materials to float to the surface of a vessel to achieve liquid/solids separation. The
wastewater first enters the low shear mixing pipe flocculator where coagulants and
flocculants may be introduced to increase the particle size along with "whitewater."
Whitewater is a mixture of a portion of the DAF effluent, which has been saturated with
atmospheric air via the Nikuni air dissolving technology. The wastewater then enters the
vessel across the length of the system. The velocity of the water is significantly reduced to
maximize separation potential. Inside the vessel, the microbubbles, which have attached to.
` the particle surface affect the particle density, cause the suspended solids to float to the
surface where a chain and flight skim them from the surface into a top cone. The "clean"
liquid is continuously removed at several points inside the vessel and passes over pipe
weirs into an effluent box. From the effluent box, the wastewater gravity feeds out of the
system.
FEATURES
* Polypropylene Frame Construction- Provides superior qualities compared to
stainless steel such as: lighter weight, higher chemical resistance (corrosion
resistance), longer life span, less expensive (materials costs) and lower
maintenance.
* Lamella Plates are used to increase surface area and improve performance.
Progressive Water Extraction — The process of extracting the clean water from the
system as the influent travels through the system. Providing additional time for the
concentrated slurry to separate.
* Dissolved Air — The Nikuni regenerative turbine pump is used for generating 20
micron bubbles at very high saturation efficiencies.
* Cross Flow — The vessel design is such that the influent water is spread across the
length of the vessel to reduce the velocity of the water to optimize separation
efficiencies.
* Cone Bottom Sludge Removal —A safe, low maintenance method. for efficient
removal of any settled particles.
SYSTEM SPECIFICATIONS
�., Model RSP-6L

t
Solutions for Process and, Wastewater Treatment,
Max Flow
2,880,000
Maximum Temp (OF)
pH Tolerance
Air/Solids Ratio
Air/Solids Ratio
Dimensions
Vessel Dimensions
Overall- Dimensions
Platform Dimensions
Standard
Extended (Optional)
DAF Weight
Shipping
Operational
Pipe Diameters
Inlet
Outlet
Sludge
Standard Eauipment
Dissolved Air Pump
Primary DAF
Secondary DAF
Sludge Pump
Solenoid Valves
Solenoid Block
Rake Drive Motor
Rake VFD
Control Valves .
Pipe Flocculator
Materials of Construction
Vessel
Piping
Plates
Platform
Handrail
Grating
Dissolved Air Pump
2,400 GPM (<2,500. ppm TSS)
GPD
170 OF
1 —12 S.U.
0.009 @ 95 OF; 2,400 gpm; 1,000 ppm TSS
0.008 @ 95 OF; 2,406 gpm; 2,400 ppm TSS
Approx. 12' w x 20' 1 x 16'10"h
Approx. 14'8" w x 20'6"1 x 15'10"h
(Dimensions do not include platform)
Approx. 3' w x 12'1 x 16'10"h
Approx. 2' w x 23'1 x 16'10"h
Approx. 20,800 Ibs
Approx. 133,800 Ibs
18" 160 LB ANSI FLANGE
24" 160 LB ANSI FLANGE
6" 150 LB ANSI FLANGE
2 X Nikuni M80SP-1 (40 HP/ea, TEFC)
1 X Nikuni M80SP-1 (40 HP/ea, TEFC)
1 X Boerger PL200 5HP Lobe Style Sludge
Pump w/VFD
SMC VFS2100=5FZ
SMC NVVFS-01T-061-02T
Motovario (5.0 HP, TEFC Inverter Duty)
Allen Bradley Power Flex 4
Fabri C37R304-R3.25 3" Stainless Steel with
3.25" Air Actuator
Basic (Standard)
Polypropylene
Polypropylene and Sch.80 PVC
HDPE
Fiberglass (Classic Green)
Fiberglass (Safety Yellow)
Fibergrate
Stainless Steellnternals/Stainless Steel Body

i�.
4061 NW'3rd:St. *Okl
Rthom,a City, OK 73107 Tel' 405-943-9000:* Fax 06

�1
S.olufi:o:ns.for Process.and,Wastewatet`Treatment,
Desiqn Basis
RSP-6L
Flow:
3.446 MGD (2,400 GPM)
As Primary DAF:
TSS:
2,400-2,500 mg/I Influent; 250 mg/I Effluent
Temp:
< 950F
Solids Loading Rate:
2.40 Ibs/ft2/hr
(Typical Design Range: 0.5 to 20 Ibs/ft/hr)
Hydraulic Loading Rate:
2.13 gal/min/ft2
(Typical Design Avg: 2.1 gal/min/ft2; Range: 0.9 — 6.3
gal/min/ft"2)
Air:Solids Ratio:
0.008 (Design Minimum: 0.008; Range: 0.002 — 0.040)
As Secondary DAF:
TSS:
1,000 mg/1 Influent; 100 mg/I Effluent
Temp:
< 950F
Solids Loading Rate:
0.96 Ibs/ft/hr
(Typical Design Range: 0.5 to 20 Ibs/ft/hr)
Hydraulic Loading Rate:
2.13 gal/min/ft2
(Typical Design Avg: 2.1 gal/min/ft2; Range: 0.9 — 6.3
gal/min/ft2)
Air:Solids Ratio:
0.009 (Design Minimum: 0.008; Range: 0.002 — 0.040)

!,w r
�,�. -o u loans for rocess and Wastewater Treatment
• 111A -
NIKUNI ID # P301
NIKUNI QUANTITY T
Pump Specifications
Model
Flowrate
Liquid/Medium:
Suction Pressure:
Discharge Pressure:
Shaft Seal Type:
Liquid/Medium:
Pump Mounting:
Number of Stages:
Fitting Dimensions
Inlet:
Outlet:
Air Inlet:
Weight
Pump (each):
Pump & Motor:
Materials of Construction
Body.
Shaft:
Impeller:
0-ring:
Seal:
Skid:
Motor
Motor:
Efficiency:
Speed:
Enclosure Type:
Duty:
Utilities Required
Phase/HZ/Volts:
Horsepower:
P302
wo Units Total
M80SP-1
-280 USGPM
Liquid & Gas
"Flooded"
60-70 PSIG
Mechanical Seal
Liquid & Gas
Long coupled
1/Pump
80 mm (3") Flange
65 mm (2.5") Flange
3/8" NPT
-231 pounds
-700 pounds
SCS 14 Stainless Steel
SUS 316 Stainless Steel
SUS 316 Stainless Steel
FPM
Silica Carbide x Carbon
Powder Coated Steel
40 HP Baldor or Equal
Premium Efficiency
1750 rpm
TEFC.
Chemical Duty
3/60/240/480 V
40 HP

0
MOTOR SPECIFICATIONS
4061 NW 3rd St'. ",Oklaf�oma City .,0 T5.107 ": fel 405,.943'-900U'" Fax *405k 94�3 9006

AC Induction Motor Performance Data
Page 1 of 1
MOTORS • DRIVES • GENERATORS
Winding: 12WGX286
AC Induction Motor Performance Data
Record # 3437
Typical performance - not guaranteed values
Type: 1260M Enclosure: TEFC
Nameplate
Data
General Characteristics at 460 V, 60 Hz:
Single Volt Motor
Rated Output (HP)
40
Full Load
118 LB -FT
•
Torque .
Volts
460
Start
Configuration
DOL
Full Load Amps
46
Break Down
357 LB -FT
Torque
R.P.M.
1775
Pull -Up
Torque
167 LB -FT
Hz
60.
Phase
3
Locked -rotor
178 LB -FT
Torque
NEMA Design Code
B
KVA Code
g
Starting
320 Amps
Current
Service Factor
1.15
No-load
Current
16.8 Amps
NEMA Nom. Eff.
94.5
P.F.
86
Line -line R@ es.
0.146 Ohms
25°C
Rating - Duty
40C AMB-CONT
Temp. Rise
510C
@ Rated Load
S.F. Amps
p
Temp. Rise
62o C
@ S.F. Load
T.narl (harartarietire �t A40 X7-1+o 40 LT —
of Rated
Load
25
50
75
100
125
150
S.F.
Power Factor
- 52
73
81
84
86
86
85
Efficiency
90.6.
93.9
94.6
94.6
94.1
93.5
94.3
Speed
1795
1790
1785
1780
1774
1767
1776
[Line Amperes -
20.4
28
37.1
46.9,
58.1'
69.2
53.78
"UIUUF MACULric %-ompany , ror[ amltn, Arkansas
http://eng3.baldor.com/apps/gtemp/22269.htm
43 of 179
2/9/2006

0
Performance Da
ECP411OT-4
Rated Output
40 HP
Hertz
60
NEMA Nom. Eff..
94.5
Volts,
460
Phase
3
Power,'Factor ,,
86
Full Load Amps
46
NEMA Design Code
B
Iservice Factor
1.15
Speed ,'
1775
LR KVA Code "
H
Rating'- Duty'
40C AMB-CONT
T lcal'General Characterstics at erformance -Not uaranteed values
.i .0 Hz, 40 HP
Full Load Torque 118 LB -FT Starting Current
320 Amps
Start Configuration
IDOL
No -Load Current
16.8 Amps
Break Down Torque -
357 LB -FT
Line -line Resistance @ 25° C
0.146 Ohms
Pull -Up Torque
1167 LB -FT
Temperature Rise, C,@.FL (in.deg)
51
Locked-koter Torque
... Characteristics
of Rated Load
178 LB -FT
at 460 V,
25
Temp. Rise @ S.F. Load (in deg)
6D fiz , 4e HP
50 75 100 125
62
150 S.F.
Power Factor -
52
73
81
84
86
86
85
Efficiency .
90.6
93.9
94.6
94.6
94.1
93.5
94.3
Speed (rpm)"
1795
1790
1785
1780
1774
1767
1776
Line Amperes
20.4
28
37.1
46.9
58.1
69.2
53.78
* For certified information, contact your local Baldor office.
44 of 179

QD SRM S Rate-Master"Flowmeters
Polycarbonate, Gas Flow from .1-1800 SCFH, Water Flows to 10 GPM
�E� BACKwIDTN
.iyF, I
SCFH
WATER
--- AIR
Jo
70
A
1%
i` B C K 60
3.Q. k 40
1r2.5 m
f I� - i.��i WATER i E ---
D
I
— —
FULL PEN
H
u DIMENSION N INCHES
((� r
t t r y to I R Model RMA Model RMB Model RMC
1.0 A 49/. 6'b 1511
B 3 6% 121b
d NPT Conn. G NPT Conn. h NPT Conn.
�.5 ; — C 1'b 3"A 81b
I r 5 ( ~ 10-32 Thds. '4-20 Thds. 16-24 Thds.
• E Pbe 114 21b
F ybs 11A 21b
G 14
1/6
I 11b 1 166 21b
(OPEN) (BV or SSV MODELS ONLY)
Model RMC-SSV1O" Model RMB-SSV 5" Model RMA-SSV 2" J 1b 1'/, 2
scale, 15NI high scale, 8%" high scale, 41Yd' high K 4"66 8% 151b
L 1 11h 214
The Rate -Master* flowmeter line of direct reading precision flowmeters incorpo-
rates many unique user features at moderate cost. These low cost flowmeters are
ideal for general use.
Easy to read design — The direct reading scales eliminate troublesome conver-
sions. The scales are brushed aluminum, coated with epoxy and the graduations are
on both sides of the indicating tube. Special integral flow guides stabilize the float
throughout the range to keep it from hunting or wandering in the bore. The float is
highly visible against a white background.
Construction assures accuracy — All Rate -Master" flowmeter bodies are injec-
tion molded of tough, clear, shatter -proof polycarbonate plastic around a precision ta-
pered pin. The result is accurate and repeatable readings. The single piece plastic
body is mounted to a stainless steel back bone into which pipe thread inserts are weld-
ed to absorb piping torque. Precision metering valves of brass or stainless steel (spec-
ify BV or SSV on order) are available as an optional extra and permit precise flow
adjustments. For vacuum applications, Model RMA units are available with top
mounted valves (specify TIIV). The small Series RMA models are accurate within
±4% of full scale reading; Series RMB within ±31%; large Series RMC within d2%.
Installation is simple —The Rate -Master" Flowmeter can be neatly panel mounted
to keep flow tube centers in the same plane as the panel surface or surface mounted
on the panel by means of tapped holes in the backbone. When through -panel mount-
ed, the bezel automatically positions the instrument at the correct depth in the panel
cutout. Surface mounted units can also be held in place by the piping. All mounting
hardware plus installation and operating instructions are included.
Easy -to -Interchange bodies — Within a given Series Rate -Master' flowmeter
bodies can be instantly interchanged. Simply "unplug" the body from backbone and
replace it with another. "0" rings provide a tight seal on inlet and outlet. Piping re-
mains undisturbed. Interchangeability is useful where different scale ranges are
sometimes required at the same location in the laboratory or plant.
Cleaning is easy — To release the plastic flowmeter body from the stainless steel
backbone, just remove four screws. Pipe thread flow connections remain undis-
turbed. Remove the slide cover and the plug ball stop, clean the flow tube with soap
and water and reassemble. It's that simple.
146 VISIT OUR WEBSITES: www.dwyer-inst.com • www.dwyer-inst.co.uk - www.dwyer-inst.com.au
18 of 179

How To Order
Series -Range No. -Valve -Option
Example: RMA-2-SSV
Series RMA with .1-1 SCFH Air Range & Stainless Steel Valve
Model RMA
RMA-X, Standard RMA
RMA-X-BV, RMA with Brass Valve
RMA-X-SSV, RMA with Stainless Steel Valve
RMA-X-TMV, RMA with Top Mounted Valve
Model RMB
RMB-X, Standard RMB
RMB-X-BV, RMB with Brass Valve
RMB-X-SSV, RMB with Stainless Steel Valve
Model RMC
RMC-X, Standard RMC
RMC-X-BV, RMC with Brass Valve
RMC-X-SSV, RMA with Stainless Steel Valve
DWYER P/N RMB-55-SSV
POPULAR RANGES
Model RMA-2" Scale
Model RMB-5" Scale
Model RMC -10" Scale
Range
SCFH Air
Range
No.
Range
SCFH Air
Range
No.
Range
SCFH Air
Range
No.
.05-.5
1
.5-5
49
5-50
101
.1-1
2
1-10
50
10-100
102
.2-2
3
3-20
51
20-200
103
.5-5
4
4-50 -
52
40-400
104
1-10
5
10-100
53
60-600
105
2-20
5-50
6
7
20-200 54
40-400 55
100-1000
120-1200
106
107
10-100
8
50-500
56
200-1800
108
15-150
9
60-600
57
SCFM Air
20-200
10
Gal. Water
per hour
1-10
2-20
4-30
121
122
123
CC Air/min.
5-50 151
1-12 82
10-100
150'
1-20
83
30-240
11
4-40
84
Gal. Water
50-500
12
10-100
85
per hour
100-1000
13
SCFH & LPM Air
2-20
134
1.2-10/0.6-5
3-20/1.5-9.5
4-5012-23
50D
51D
52D
200-2500 14
8-90
135
LPM Air
Gal.Water
per minute
.5-5 26
1-10
21
10-100/5-50
53D
.1-1
141
2-25
22
20-20015-95
54D
.2-2.2
142
GPH & LPM Water
5-50
23
.4-4
143
1-1210.06-0.76
82D
5-70 24
.8-7
144
10-100
25
1-20/0.065-1.25
10-100/0.8-6.2
83D
85D
1.2-10
145
CC Water/min.
5-50 32
10-110
33
20-300
34
Gal.Water/hr
1-11 42
2-24
43
4-34
44
5-50
45
'Accuracy x8%
+Accuracy ±5%
SPECIFICATIONS
Service: Compatible gases and liquids.
Wetted Materials: Body: Polycarbonate
0-ring: Neoprene & Buna-N.
Metal Parts: Stainless Steel (except for optional brass valve).
Float: Stainless steel, black glass, aluminum, K monel, tung-
sten carbide depending on range.
Temperature Limit: 130°F (54'.C).
Pressure Limit: 100 psi (6.9 bar).
Accuracy: RMA: 4%, RMB: A, RMC: 2% of full scale.
Process Connection: RMA: 1/8-, RMB: 1/4-,
RMC: 1/2' female NPT.
Weight: RMA: 4 oz (113.4 g), RMB: 13 oz (368.5 g),
RMC: 39 oz (1105.6 g).
CAUTION
Dwyer' Rate -Masten flowmeters are designed to provide satis-
factory long term service when used with air, water, or other com-
patible media. Refer to factory for information on questionable
gases or liquids. Caustic solutions, anti -freeze (ethylene glycol)
and aromatic solvents should definitely not be used.
OPTIONS & ACCESSORIES
w.. Adjustable pointer flags - Red lined pointer
Flags provide quick visual reference to a required.
Flow level. Of clear plastic, they snap into place
x inside bezel and slide to desired level.
.'•
Top Mounted Metering Valves - Same precision
construction for vacuum applications. RMA mod-
els only.
Specials — Special ranges, scales, mounting
arrangements, etc., are available on special order,
or in OEM quantities.
RMA-X-APF, Adjustable Pointer Flag for RMA Series
RMB-X-BPF, Adjustable Pointer Flag for RMB Series
RMC-X-CPF, Adjustable Pointer Flag for RMC Series
RKA, Regulator Kit for RMA Series
RK-RMB, Regulator Kit for RMB Series
CALL TO ORDER: U.S. Phone'219 879-8000 • U.K. Phone (+44) (0)1494-461707 • Asia Pacific Phone [phone]
19 of 179

Product Datasheet -- HBLDS6
Pagel of 3
Product Datasheet
HBLDS6 -- Switched Enclosure
,A0justabieI,rnountin6'faet M
Stainless steef � ~
} �•.i
ON
cor anon; gas 4, ce
ockable, tiandie: to
a- OFF
me6f bM
Lockout Tagout:
NOnmatalllc
enctasure
,nancotvducting;F
tnt�arri2l Er�mg
autornaticaf
.bands'?1I grounds: 60A Circuit -Lock
disconnect switch.
I
Product Specifications
�ry
Product Type
J�
('Switched Endo' sgros;
Switch Type
Three Pole Unfused
Amperage
60A
Voltage
600V AC
Moisture Resistance
Outdoor: Type 4X, IP66, Indoor:Tvpe 12
V oltage 1130A 60A 100A
120V AC 10 1 BP HP 15 HP
I
210
08V AC 10 — � UP
1208-240V A
http://www.hubbellcatalog.comlwiringlsection-c-datasheet.asp?FAM=Switches&PN=HBL... 2/10/2006

Product Datasheet -- HBLDS6
Page 2 of 3
0
Horsepower
,,onversion Table
Listings II UL Lised, CSA Certified
'Base VALOX
Top VALOX
Toggle VALOX
Conduit Hub Zinc
Gasket/Seal Neoprene
Shaft VALOX
Frame
Galvanized Steel
Dielectric Voltage
Withstand
withstands 3000V AC Min
Max Working
Voltage
600V AC RMS
Current
Interrupting
Certified for Current Interrupting at
Full Rated Current and Voltage
Impact Resistance
IFIn Accordance with UL 746C
Terminal
Identification
In accordance with UL, CSA and
international conventions.
Product
Identification
Identification and Ratings. are Part of
External Label
Mounting
External Fully Adjustable Feet
Flammability
UL94-5VA and VO Classification
Operating
Temperature
Maximum Continuous: 75' C;
Minimum Continuous: -401 C
UV Resistance
All materials are UV stabilized
Catalog Page
Click here for catalog_pa e C20
M Drawings
Click. here for-M.- igg
Hubbellnet
Click here for Hubbellnet
Catalog Section
Click here for_Secton-C
UPC Number
78358543070
Weight in LBs
5.5
http://www.hubbellcatalog.6omlwiringlsection-c-datasheet.asp?FAM=Switches&PN=BBL... 2/10/2006

Product Datasheet -- FIBLDS6
Page 3 of 3
I Dimensional Diagram I
Hubbell Incorporated (Delawai
186 Plains Road
Milford, CT 06460-2420
Ph: (203) 8824800
Fax: [phone]
http://www.hubbellcatalog.comlwiringlsection-c-datasheet.asp?FAM=Switches&PN=HBL... 2/10/2006

4061 NW 3rd St. ";Oklahoma City, OK 73107 " Tel: 405=943=900;6'" Fax.y405'9'k43 90"06

Triple Stage
Hollow Output Bore
Triple Stage
Solid Output Shaft
ffr:lp�le:: Stage
Triple Stage
Shrink Disk Mount
102
48 of 179

l
CB 083 UC FB 1 39.60 T 9054 Pos2 1.500 B3
1 2 3 4 5 6 7 8 9 10 11
1. Style
CB
Helical Bevel Gearmotor Motovario three-phase integral
motor is permanently attached to the reducer. The motor
and the reducer are supplied together.
PB
Helical Bevel Gear Reducer with Input Coupling C-face-
type input flange allows the reducer to accept standard
NEMA and IEC motors with c-face adapters. The motor
shaft is coupled to the reducer using a two-piece coupling..
Motors are supplied separately from the gear reducers. .
Helical Bevel Gear Reducer with Input Shaft Inch -
standard or metric dimensioned input shaft allows for
standard sprocket or pulley attachment, direct motor
coupling or other types of free input.
2. Size
Three Stage Reduction 083
123
143
153
3. Output Style
U Universal
Includes machined housing faces for foot mounting
al mounting flanges.
C Hollow output bore
D. Single extension output shaft, right side (all side
references are viewed from input)
S Single extension output shaft, left side
P Double extension output shaft
L Shrink disk mounting, right side bore
M Shrink disk mounting, left side bore
4. Output Mounting Flange— F , FB,
Helical Bevel units have differ flange choices,
depending on the size of the gear reducer. Output
mounting flanges are optional accessories that bolt
directly on to the reducer housing. Please refer to the
dimensional drawings for details.
5. Output Flange Position
Please refer to page 105 for output flange mounting
position specifications.
6. Reduction Ratio
The reduction ratio determines the output speed of the
` reducer. Ratios will vary depending on the size of the
reducer. For a list of reduction ratios, please refer to
Lam``
pages 106-110 or 112-128.
7. Input Type
T
Three Phase Integral Motor CB units are supplied with
Motovario three-phase motors. Please check motor size
compatibility on pages 106-110.
P
IEC Input Coupling PB units supplied with IEC standard
motor inputs must specify the frame size of the mounted
motor. SmartBoxTM units are only available with the B5
style IEC input flange. Please check input flange
[0
N
NEMA Input Coupling PB units supplied with NEMA
standard c-face motor inputs must specify the frame size
of the mounted motor. Please check input flange
availability on pages 106-110.
UB
Input Shaft Please specify the diameter of the input shaft
in inches or millimeters. Input shaft sizes are specified on
the gear reducer dimension pages, 146-155.
8. Integral Motor Description
Description of Motor Frame Size, Power and Speed
The motor frame size, power and speed must be
specified when ordering a CB style SmartBoxTm. Please
check the gearmotor ratings on pages 130-145 for
gearmotor specifications.
or
Input Coupling Frame Size The motor frame size, either
IEC or NEMA; must be specified when ordering a PB
style SmartBoxTM. Please check with the motor supplier
for the correct frame size.
9. Motor Mounting Position
Integral Motors The motor mounting position is specified
only when ordering the SmartBoxTM CB style units. The
motor mounting position indicates the position of the
terminal box and the wire strain relief connection. The
motor mounting position always relates to the gear
reducer in position B3. Please refer to page.104 for motor
mounting position specifications.
10.Output Shaft Diameter
Specify the diameter of the output shaft in inches or
millimeters. Output shaft sizes are specified on the gear
reducer dimension pages, 146-155.
11. Reducer Mounting Position
The mounting position of the gear reducer or gearmotor
must be specified when ordering for the proper placement
of the sight glass and lubrication amount. Please refer to
page 104 for mounting positions.
103
49 of 179

C
Hellew ClUtIMEBaru
i
ShrLik Disk Wuitirg
ftig aide Holft M Barg
Helical bevel gear reducers are supplied
E
standard when output
is configured as C, D, P
or L (see page 103)
MEMO anuara Men o
is configured as S or M
(see page 103)
Motovario helical bevel gear reducers
can run in either direction. However, the
standard direction of output rotation can
be reversed. Please specify "Opposite
Standard Rotation" when ordering.
D
single ougaur $uam
Alrtit s da EXIWISIM
15
"If!
Lott S14 EAUM,an
M. P
Shdnt Mk VauMi+g DajLg0 OMLA ShaP.
Left 31de Haflm Born
Direction of Rotation B
105
50 of 179

MO itVARIOr
\InputTypes
CB- PB... 123
IEC
SIl3T
TX84
tsae
ESBII
Ba"
Ri j
lBSi
--- -
.-.. �� -..
— --
axcB„
as
r rl
..
.. .
2l76
f
Milli
8S
'S
m-ull
L416
i
-�
t
£5811'
B3
3"S
31.29
f
f
ES 811:
B3
i
UnT11
tAII
i*Bil
b5
'_' ___ 1
s+r
S�j p,i
R.im
FW
i
4M3
_ . .
- -
Bi 31 i
511
Milli
BS
4 i8
654F11
tS-011
CQBfl
&I
all
EMI
BB39
Nell
sFB11
ES Bil
B3
M I
dZ69.
051n1.._
BS
��
,
tlS=111
_2"Btl
D3{iii
„.
BSN1i
fii
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7ttaY
v
B3311
TMaBit
25811
BS
3S
�iXOd
I BS:SIL
BS{b11
45$1)
iwU11
j
IU.dF
f
BS sir
trail
BEf}li
d:
-
99.i0
BiSti
a''S�}11
ES�B11
B§.
3y
,BSGi
8fi31!
B51311 -�
'sA11
ES•811
,•
(.
11E�60
'
'
Iti$IL
molllaw-
u3B,1
,g&Uil
•
awlawl�{►l,
14044
I awt
B$311
BiY
B&Bii
- -
ion
r
BS�It
B331I
Wall
moil
i
NEMA reducers available with c-face input only.
135: Indicates IEC motor mount is available.
B11: Indicates integral IEC motor is available.
108
51 of 179

r
1110IT", 13-taA,
cif s ,ram MOitVARI�'
Exact OHL Gear Reducer
Maximum Torque Output Speed Ratio Maximum Power Output Shaft Input Shaft Motorized Input Shaft Input
in Ibs RPM i HP lbs, lbs.
13272 220 7.97 51.4 3504 575 PB123 1B123
15927 182 9.62 51.1 3518 578 PB123 IB123
17696 169 10.33 52.8 3440 566 PB123 1B123
17696 140 12.48 -43.8 3794 624 PB123 IB123
18581 126 13.84 41.4 3895 638 PB123 1B123
18581 114 15.38 37.3 4109 664 PB123 1B123
19466 94 18.58 32.3 4409 696 PB123 IB123
22120 85 20.61 33.1 4332 691 PB123 1B123
24775 77 22.78 33.6 4255 688 PB123 1B123 '
24775 68 25.89 29.5 4563 713 PB123 IB123
24775 64 27.51 27.8 4714 724 PB123 1B123
24775 57 30.79 24.8 5002 743 PB123 1B123
24775 56 31.26 24.5 5042 745 PB123 1B123
24775 50 34.68 22.0 5318 760 PB123 IB123
24775 43 40.53 18.9 5752 780 PB123 1B123
26544 39 44.89 18.2 5841 784 PB123 1B123
28314 35 49.80 17.5 5946 789 PB123 1B123
28314 32 54.30 16.1 6214 798 PB123 1B123
28314 29 59.36 14.7 6498 807 PB123 IB123
29199 28 62.59 14.4 6568 809 PB123 IB123
29199 25 69.43 13.0 6742 817 PB123 IB123
30968 24 74.42 12.8 6742 818 PB123 1B123
30968 22 80.04 11.9 6742 824 PB123 1B123
30968 19 89.87 10:6 6742 832 PB123 1B123
30968 18 99.70 9.6 6742 839• PB123 IB123
30968 16 106.65 9.0 6742 843 PB123 IB123
30968 15 119.60 8.0 6742 849 PB123 1B123
30968 13 129.96 7.4 6742 853 PB123 IB123
30968 12 144.43 6.6 6742 858 PR191 IR1,211
30968 10 180.40 5.3 6742 866 PB123 16123
114
52 of 179

Its
eas,
,. �.._. �GearmotoKNII: ;ash M.otor.Sf`eetl s-75.n RPM"
�,
Input
Power
HP
Output
Speed
RPM
Service
Factor
sf
Output
Torque
in lbs.
Exact
Ratio
i
Maximum
Torque
in lbs.
OHL
Output Shaft
lbs.
Gearmotor
Reducer Motor
Gear
Reducer
Reducer
NEMA Gface
5.0
35
1.8
8140
50.24
15042
4944
CB103
112M4
PB103
182/184TC
.
35
3.5
8069
49.80
28314
5946
CB123
112M4
PB123
182/184TC
33
1.8
9591
53.02
15042
4944
CB103
112M4
PB103
182/184TC
32
3.2
8798
54.30
28314
6214
CB123
112M4
PB123
182/184TC
30
1.6
9479
58.50
15042
4944
CB103
112M4
PB103
182/184TC
29
2.9
9617
59.36
28314
6498
CB123
112M4
PB123
182/184TC
28
2.9
10141
62.59
29199
6568
CB123
112M4
PB123
182/184TC
27
1.4
10513
64.89
15042
4944
CB103
112M4
PB103
182/184TC
26
1.4
11111
68.58
15042
4944
CB103
112M4
PB103
182/184TC
25
2.6
.11250
69.43
29199
6742
CB123
112M4
PB123
182/184TC
24
1.3
11789
72.76
15042
4944
CB103
112M4
PB103
1821184TC
24
2.6
12058
74.42
30968
6742
CB123
112M4
PB123
182/184TC,
23
3.5
12495
77.12
.44240
7232
CB143
112M4
PB143
182/184TC
.22
1.2
12788
78.92'
15042
4944
CB103
112M4
PB103
182/184TC
22
2.4
12969
80.04
30968
6742
CB123
112M4
PB123
182/184TC
21
1.2
13555
83.66
15927
4944
CB103
112M4
PB103
182/184TC
20
3.2
13861 .
85.54
44240
7624
CB143
112M4
PB143
-
19
1.1
14956
92.31
15927
4944
CB103
112M4
PB103
182/184TC
19
2.1
14561
89.87
30968
6742
CB123
112M4
PB123
182/184TC
19
2.9
15251
94.13
44240
7998
CB143
112M4 ,
PB143
182/184TC
18
1.9
16154
99.70
30968
6742
CB123
112M4,
PB123
182/184TC
17
2.6
17147
105.83
44240
8472
CB143
112M4
PB143
182/184TC
16
1.8
17281
106.65
30968
6742
CB123
112M4
PB123
182/184TC
16
2.4
18137
111.94
44240
8706
CB143
112M4
PB143
182/184TC
15
1.6
19378
119.60
30968
6742
CB123
112M4
PB123
182/184TC
14
2.2
20191
124.62
44240
9165
CB143
112M4
PB143
182/184TC
14
3.5
20072
123.88
70785
14608
-
-
PB153
182/184TC
13
1.5
21058
129.96
30968
6742
CB123
112M4
PB123
182/184TC
13
2.0
22107
136.44
44240
9566
CB143
112M4
PB143
182/184TC
13
3.3
21755
134.27
70785
14608
-
PB153
182/184TC
12
1.3
23401
144.43
30968
6742
CB123
112M4
PB123
182/184TC
12
2.9
24185
149.26
70785
14608
-
PB153
182/184TC
11 1.2 25961 160.23 30968 6742 CB123 112M4 PB123 182/184TC
11
2.6
26802
165.42
70785
14608
-
PB153
182/184TC
9.7
1.1
29231
180.40
30968
6742
CB123
112M4
PB123
182/184TC
9.3
1.5
30338
187.24
44240
10113
CB143
112M4
PB143
182/184TC
7.5 224
2.3
1898
7.81
4424
2469
CB083
132S4
PBO83
213/215TC
215
3.6
1975
8.13
7078
3067
CB103
132S4
PB103
213/215TC
203
2.5
2096
8.62
5309
2475
CB083
132S4
PB083
213/215TC
195
3.7
2179
8.97
7963
3121
CB103
132S4
,
PB103
213/215TC
167
2.3
2550
10.49
5751
2632
CB083
132S4
PB083
213/215TC
135
53 of 179

MO ARID'
123. 1
U
S
UTTAP
KEY
UH
RH
gH
2375i00°°°
0.001°
2L5
6.G250
3/410
5/8x5/9x34
2.378 •ZOIS
2
O,G230
OOM,�
64mm
18mm
bt2D
19x 11 x loomm
Conn p
04.4mm
lemm
UB
R9
SB
UR TAP
KEY 2
tus -0.wfo
1.80
0.3750
518.11
31Bx3/dx2.12
�OAt6mn
38n+mi0A02�
41mm
I&nm
M12
.... _-
10x9xD0mm
150
54 of 179

MOtVAR107 Cal
t
UT PP
UA
RA
SA
AA
9D
NEMA 140TC
0.875-O.000010u
0.97
0,1875
258
g,69
180TC
7.125 d�
124
0.2500
3.17
9.06
270TC
1.375 •omlo
OXOoo
1.52
0.3125
5.65
9.06
250TC
1.625 Q'0070
-0.0000
1,80
0.3750
5.65
9.06
280TC
1.875 -0.�
210
0.5000
6,89
11.02
IEC 090
s0.mn
24mm028
+o�mm
27.3mm
8mm
61mm.
2ODME5
100
28mm 40wr'm
31.3mm
8mm
76mm
250mm B5
112
28mm'o 007M
•0.07mm
31.3mm
8mm
76mm
25OMM 65
132
�0.06638mm+0(125�
41.3mm
tOmm
101trm 1
300=65
160
42mm iD�5m
45.3tnm
12mm
1480"
350mn BS
180
48mm 0,
51.8mnt
14mm
148mm
350mdn &5
'
Standard Motor
8mke MOtor
X
V
Z
X
V
Z
IEC 0905
090L
100
112
132S
132MIL
10.49
6.81
5.10
13.50
6.81
5.10
11.48
6.81
5.10
14.49
6.81
5.10
12.85
7.52
5.45
16.02
7.52
5.45
13.76
829
6.04
17.44
829
6.04
1559
9.78
7.64
19.09
9.78
7.64
17.46
9.78
7.64
21.14
9.78
7.64
123 II
Torque arm dimensions on page 156.
Shrink disk mounting on page 157.
Dimensions for motor connections
on page 158.
Diameter of motor or motor flange may
protrude below mounting feet of reducer.
Please check motor connection for conflicts.
Shipping Weights on page 245.
151
55 of 179

SMAR'MOV MtVARV
� YhysicalProperties
Paint
Motovario SmartBoxTM products are supplied with the following surface treatments:
• De -burring by mechanical shearing system
• Accurate shot -peening
• Painting
• Washing and passivation
• Die-cast materials are always painted.
O
Paint used on Motovario reducers -meets the following specifications:
• Orange -peel blue -colored epoxy -polyester RAL 5010 :
• Polyester resin based heat -hardening powders, altered with epoxy resins, applied by electrostatic spray
• Heat resistance: 24 hours at 1500C (302°F)
• Corrosion strength: ASTM B 117/97 salt fog from 100 to 500 hours, depending on the surface's preliminary treatment
• Non -toxic and non -irritating according to EEC directives no. 67/548 regarding dangerous substances and no. 88/379
dangerous compounds
• Tests carried out on degreased Unichim white lattens (film thickness: 60 microns) comply with the following specifications:
o Adherence (ISO2409)
o Erichsen drawing (I8O152)
o Inverted shock (DIN53158)
o Cone -shaped mandrel (DIN53151)
o Hardness (ASTM D3363/74)
242
56 of 179

Lubrication
Reducer maintenance should be performed after
approximately 10,000 hours of service, including changing
the reducer's oil. The type of service and the environment
of the application will determine the maintenance period.
Units supplied without oil plugs are lubricated for life and
need no servicing.
All Motovario SmartBoxTm reducers are supplied with
lubricant. The mounting position of the reducers must be
specified when ordering.
Motovario SmartBoxTM maintenance -free reducers: .
o H032 o H043 o H053 o S052
o H033 o H051 o H061 o S053
o H041 o H052 o S062
o H042 o S063
Motovario SmartBoxT"^ reducers, supplied
with lubricant and oil plugs for maintenance:
o H062 o H102 o H123 o B083 o S082
o H063 o H103 o H142 o S083
o H081 o H121 o H143 o B123 o S102
o H082 o H122 o S103
o H083 o B153 o S122
o H101 o S123
Units equipped with oil plugs are shipped with closed
plugs to prevent leaking in shipping. Replace the closed
plug with the breather plug before use. When the reducer
C is supplied without lubricant, it is provided with a label of
M suggested oil types.
Lubrication Quantities (Liters)
Recc
Lubr
SMARMOK"
Juunenueu
ication Types
1=1140
N-
0 M- y40
am -in
MkMMd
01
'Q. '<s
MQ1PdI�0
AOP
BLMIA
BLAM6A
�!
16a
L
1-M"W.-';SOIL':
GMIU k CMIL
160
BPJ Krm
BP+AMM
EPM
EP1m
MOM
MOBLAEAR
MDBLAEAR
M
M
rr'iR iL
AL.PM MOX
ALPHA MAX
2213
IN
BP
GF APM
Gmabi in
NOTE: Contact Motovario for suggested lubrication options for
applications operating in ambient temperatures not listed.
'Supplied by Motovario in all SmartBoxTM products.
arf1;4w.wr141
On
on
M
M
in
IM
In
142
14;f
ie
O�
W
12
U
%T
O.r
L' S
1 A
44
f.4
U
4A
ILO
ZLO
O.14
U
1.2
OA
Oil
R1
1 A
0
M
Ij
U
111.0
SLO
1116BT
12
OA
1.2
O.1
M7
0.7
Its'
1 A
4,1
M
U
u
ILO
ZU
VIM
1.7
OA
as
V
1A
A
M
1U
41
MA
11�6
VM
u
OA
• 1.7
O.S
MT
MT
U
1 A
7.8 1
M
14A
U
Ian
#k0
+ r�
IIIr1
101
IN
141
1A
14
u I
IIIA
11.l1
lu
1U
17i
lfi
1,1
4A
1RD
1U
1i11
4i
72
j70
1U
fto
11E
11M
0
115
1U
11 EWE RL41:■
Illy
Iq
M1@
InInIn
12
It
14
AA
"
U
U
113
115
L2
U
24
U
SA
M
11.5
11.5
Mar
L2
M
La
S'i
17
1.7
SA
U
11Si
113
Ilr
17
17
&2
U
43
4A
U
&A
17.0
17.6
±ir
1:7
M
M
1A
U
as
L0
U
17.1
17.0
243
57 of 179

B Series SmartBOXTM Weights (Ibs)
1 6 1 70 1 123 1 182 1 M I "I_j
IMPM
on
108
in
14s
is
a
0=1
12
116
IM
Ion
09
119
la
261
III
OB
lie
IN
—2WI
in
7 72
2
Is
171
256
410
14D
IN
V1
I 4V
in
V11
417
=6
40
so
70
129
al
IN
ISO
UL
84
in
log
100
06
140
In
992
112
121
174
218
04
152
--a-
—M
sv.
L 1=11111
177
—MI
I M
w I
Br6110i1Me
M
in
in
w
ad
IV
T-
0-3
147
1
EL
97
1w
led
08
181
20a
284
112
142
If$
I= 1
174
973
M
IMll I
PH
=
1 M
Weights are close approximations, rounded to the nearest pound.
Weights do not include additional accessories.
Weights include lubrication.
S Series SmartBoxTM Weights (Ibs)
wnof4 lmfiftw
MUM
-
M::MMUM0
00000
00
EtmilradftwFA&M -
000000
Boom
MKOM
= -T—M
M
im
1n-
111
47
57
—M
IDS
—68
7-7
v?
lln
72
81
Iw
125
20
0
112
--To-o
--FG—
tie
137
IIH
I
log
IM
I91
10 1
217 1
am ON
w
Ila
—M
70
99
148
—M
ice
133
213
84
93
112
107
LN
In-
97
1 IM
. in
11M
112
1 131
1 140
1 15O 1
182
LBO
Ins
215
1 M
245
58 of 179

Y—\
i
L__�
i
Motovario customers can mount the SmartBoxTM B and S series directly on to the drive shaft of their application.
• The drive shaft must be manufactured according to the dimensions shown in the following diagrams. Not following these
dimensions can lead to shaft deformation, inability to service or remove the reducer from the application or cancellation of
the factory warranty.
• The suggested length of the drive shaft from the shoulder to shaft -end is dimension V. The shaft length must be greater
than dimension VA on standard shaft units; greater than or equal to dimension V on shrink disk units. The drive shaft must
be manufactured with a shoulder in order to mount the reducer securely.
• The reducer must be fixed to the application using a torque arm, output flange, mounting feet or by other means of
stabilizing the reducer. If the reducer cannot be fixed, make sure the application allows for movement of the reducer
assembly.
• Check the output rotation of the reducer before mounting to the application.
• Lubricate all metal surfaces that come in contact to avoid seizure and oxidation-.
• Install the locking kit (retaining bolt, stainless steel washer and optional rubberized washer) to secure the drive shaft and
reducer together. Use a rubberized or plastic washer inside the stainless steel washer to seal the hollow output bore from
intrusion by water, dust or other contaminants.
• Do not over -tighten the retaining bolt so as to deform the washer.
• The locking kit will rotate with the drive shaft. Keep away loose items that may become tangled in the locking kit.
Do not immediately apply the maximum load of an application. Start slowly whenever possible.
247
59 of 179

Shrink Disk Shaft Construction
B Shrink Disk Shaft Dimensions
UA
i0B
1P
VA
VB
60r!
40 �w
41 -c,m
217
42
50
Bin
50
51'o DAM
e2
55
Bin
00 -Dim
52
40
B742
70 -to
17
70
Bin
I
1a0 40
-Dim
a
415
77
so
S Shrink Disk Shaft Dimensions
UA
UB
Y'
VA
Uo
Bolo
00aa�o
81
152
07
30i1r
35 40*AN
06 -am
178
37
40
30/0
40
4 -**AN
41 EDAM
917
42
50
stao
50
51946
42
55
9121.
00 ,
ai ,
�
�
to
249
60 of 179

0
IBOTTOM SLUDGE REMOVAL COMPONENT
4061 NW -3rd 8t. Oklahoma City, OK 73107 Tel:, 405-943-9000, F4:"

Engineered Valves Group
Al
I
f C)
-j5'O' NF
2 PL
T
'K' TAP
WAY OF
HOLE
4wJ
Note:
I' Shown with optional DP LL,
061uretmne re-laceable seat.
10
- _ Fq qTe,
-r_ 4-51 -
Revision 1
2- 4- VALVE
IOE MOUNTED.- Y i bKE
CE
�Engfineered, for life
j-
65 of 179

Fabri Valve° C45 Ductile Iron Knife Gate Valve
The basic Fabri Valve C45 features a solid ductile
iron or carbon steel body with an integral cast metal
seat. However, this valve is most often used with the
patented, pop -in style replaceable seats, which are
available in a variety of rubbers, polyurethane,
UHMW-P, TFE, and hard -faced metal. The pop -in
seats feature a much larger cross section and seating
area than conventional knife gate valve seats thus
providing a seating surface far removed from the flow
stream. Replaceable seats offer a unique advantage;
abrasion resistance, long seat life, and the conven-
ience of easy seat replacement.
All Figure C45 knife gate valves with handwheels include a
provision for a locking device.
CAUTION: (Replaceable soft seats)
Review Fabri Valve gasket/mating flange recommendations.
Specifications
Size Range
2" — 24"
Pressure Rating
150 psi (10.3 bar) CWP (cold working pressure)
Temperature Rating
See Materials of Construction (seat section).
Service temperatures above 400°F (204°C) require high tempera-
ture fasteners. Specify service temperature on paperwork.
Flange Drilling
Flat faced ANSI 125/150
Testing
Every Fabri Valve C45 valve is fully tested prior to shipment.
Testing includes a body shell test, a seat test, and a cycling test to
insure proper functioning of moving parts. Additional testing is
also available. Please let us know your requirements.
Standard Shell test:
• Hydro test at 1.5 times the rated CWP (cold working
pressure) — Zero allowable leakage
Standard Seat test:
• Metal Seat: Hydro test at 40 psi (2.8 bar) and at
the rated CWP
• Resilient Seat: Hydro test at 15 psi (1 bar) and rated CWP
Replaceable seat is held in place by the adjacent mating flange.
Shown with energized cored packing. _.
Standard with 6"(DN 150) and larger Figure C45 valves.
-2-
66 of 179

Pressure/Temperature Ratings
The table below is the Maximum Pressure /Temperature Ratings
for the metallic components only. When checking pressure/temper-
ature ratings, check the temperature rating and chemical compati-
bility of the packing material and, if applicable, the resilient seat
material. In a majority of knife gate valve designs, the temperature
limit or the chemical compatibility of the seat and/or packing mate-
rial determines the practical pressure/temperature limitations.
Figure C45
PressurelTemperature Rating
- psi
Temp
Cast Steel
I WCB A-216
Cast DI A536
GR 65-45-12
°F
I °C
150
66
150
150
200
93
150
150
250
121
150
147
300
149
150
143
350
177
150
139
400
204
150
135
450
232
150
131
500
260
150
127
600
316
150
119
700
371
142
800
427
103
900
482
57
1000
538
21
Low Pressure Operation
Metal seated knife gate valves are seat tested at 40 psid (2.8 bar)
in the preferred flow direction. When pressure falls below the'40
psid (2.8 bar) test pressure, less force is pushing the gate into the
seat, which may result in additional seat leakage. When improved
low-pressure shutoff performance is required, optional chest but-
tons should be specified
Available Options
• "D" Ring Seat
• Lever Operator
• Dual Seats
• Poly Replaceable Seats
• UHMW Replaceable Seats
• PTFE Replaceable Seats
• Rubber Replaceable Seats
• Hard Faced Gate Edge
• Hard Gate Material
• Nickel-TFE Coated Gate
• Epoxy Coating
• Thru Drilled Flanges
• Flush Ports
• Chest Buttons:
Not available 2" - 6"
• Cast Ni-Hard Deflection
Cones: Available sizes 3" - 16"
• Fabricated Deflection Cones
• Locking Devices
• E-Z Spin Handwheel
• Live Loaded Packing
• Self -Supporting Yokes
• Bevel Gear
• Chainwheels
• Cylinder Actuators
• Electric Actuators
• Ratchet
• Extended Stems
• Rod Boots
Figure C 45
Shutoff lbrformance
Metal Seat
• Single integral metal seat
2" - 24" 40cc / minute / inch of valve size
• Single hardfaced replaceable metal seat
2" - 24" 80cc / minute / inch of valve size
• Dual hardfaced replaceable metal seats
Consult factory. All sizes.
Resilient Seat
• Single "D"ring, or single replaceable resilient seat
(excluding PTFE)
Zero leakage. All sizes.
• Dual seats
Consult factory. All sizes,
• Single replaceable PTFE seat
Consult factory. All sizes.
Flow Coefficients
The Cv values below represent U.S. gallons per minute
60°F water through a 100% open valve at a pressure drop
of 1 psi. The metric equivalent, Kv, is the flow of water
at 16°C through the valve in cubic meters per hour at a
pressure drop of 1 kg/cm2. To convert Cv to Kv, multiply
the Cv by 0.8569.
Figure C45 Knife Gate Valves
C, Ratings, Port Diameter and Area
Standard Port
With Replaceable Poly or
Replaceable Rubber seat
Valve Size
C
vIn.
Port I.D.
Port Area
°
Port I.D.
Port Area
DN
Inches
Sq.In.
Inches
Sq.In.
2
50
288
2.00
3.1
288
2.00
3.1
3
75
648
3.00
7.1
648
3.00
7.1
4
100
1,152
4.00
12.6
1,152
4.00
12.6
6
150
2,592
6.00
28.3
2,592
6.00
28.3
8
200
4,608
8.00
50.3
4,608
8.00
50.3
10
250
7,208
10.00
78.5
7,208
10.00
78.5
12
300
10,400
12.00
113.1
10,400
12.00
113.1
14
350
12,650
13.25
137.9
10,080
12.00
113.1
16
400
16,750
15.25
182.6
14,200
14.25
159.5
18
450
21,450
17.25
233.7
18,500
16.25
207.4 '
20
500
26,700
19.25
291.0
22,700
18.00
254.5
24 1
6001
38,9001
23.25 1
424.6 133,9001
22.00 1
380.1
-3-
67 of 179

Fabri Valve° C45 Ductile Iron Knife Gate Valve _
Dimensions
Valve Size
TABLE 1 DIMENSION Inches (Min) C45 with HANDWHEEL OR CYLINDER
Welght'
nches
DN
A
C
D
H
J
K
L
M
N
P
S
W
Z
lb
k
2
50
HW
2.1/2 CY
3-1/4 CYL
HW
2.1/2 CYL
3-1/4 CY
2.1/2 CY
3-1/4 CYL
1/2
(12)
2
5/8-11NC
4
4-3/4
(121)
4
(102)
17/8
(48)
9/16
(14)
21
10
13-11/16
(348)
18-318
(467)
16.7/8
(429)
8
(203)
3
(76)
4
(102)
3/8-18
1/4-18
1 2
(51)
6
(152)
3
80
HW
2.1/2 CYL
3-1/4 CYL
HW
2-1/2 CYL
3.1/4 CY
2.1/2 CY
3-1/4 CYLI
1/2
(12)
2
518-11NC
4
6
(152)
4
(102)
2
(51)
518
(16)
26
12
16-7/16
(418)
20-7/8
(530)
19-3/8
(492)
8
(203)
3
(76)
4
1 (102)
3/8-18
1/4-18
3
(76)
7-1/2
(191)
4
1001
HW
3.1/4 CYLI
4 CYL
HW
3.1/4 CYLI
4 CYL
3-1/4 CYL
4 CYL
1 1/2
1 2
518-11NC
8
7-1/2
4
2
ria
1 Al
1a
19-3/16
22-1/8
1 22-7/8
8
4
1 4-1/2
1 1/4-18
3/8-18
4
9
6
150
HW
4 CYL
6 CYL
6 CYL
4 CYL
6 CYL
9/16
(14)
2
3/4.10NC
8
91/2
(241)
73/8
(187)
2.1/4
(57)
3/4
(19)
52
24
25.5/16'
(643)
28.7/8
(733)
29-1/4
(743)
L(2541
6-1/2
(165)
3/8-18
318-18
6
(152)
11
(279)
o
zuu
I Ile-Wd
(829)
35-UV15
(910)
36-5/16
(922)
1 12
(305)
6-1/2
(165)
8-5/8
(219)
318.18
3/8-18
8
, (203)
13-1/2
(343)
5/8
(16)
2
3/4-10NC
8
11-3/4
(298)
7-3/8
(187)
2-3/4
(70)
1
(25)
105
48
10
250
HW
8 CYL
1 10 CYL
HW
8 CYL
1 10 CYL
8 CYL
1 10 CYL
5/8
(16)
4
7/8-9NC
12
14.1/4
(362)
7.3/8
187)
2-3/4
(70)
1
(25)
145
66
37-3/4
(959)
41-7/16
(1053)
42-3/16
(1072)
16
(406)
8-5/8
(219)
10-7/8
(276)
3/8.18
1/2-14
10
(254)
16
(406)
12
300
HW
8 CYL
10 CYL
HW
8 CYL
10 CYL
8 CYL
10 CYL
5/8
(16)
4
7/8.9NC
12
17
(432)
7-1/2
(191)
3
(76)
1
(25)
205
93
44.9/16
(1132)
48
(1219)
48-3/4
(1238)
16
(406)
8-5/8
(219)
10.7/8
(276)
3/818
1/2-14
12
(305)
19
(483)
14
310
HW
12 CYL
14 CYL
HW
12 CYL
14 CYL
12 CYL
14 CYL
21132
(17)
4
1-8NC
12
18-3/4
(476)
7.3/4
(197)
3
(76)
1
(25)
235
107.
49-1/4
(1251)
54-1/16
(1373)
55-3/16
(1402)
20
(508)
12-3/4
(324)
14-3/4
(375)
1/2-14
3/4-14
13-1/4
(337)
21
(533)
16
400
HW
12 CYL
14 CYL
HW
12 CYL
14 CYL
12 CYL
14 CYL
25/32
(20)
6
1-8NC
16
21-1/4
(540)
11-1/4
(286)
3.1/2
(89)
1-1l4
(32)
390
145
56-1/2
(1435)
61.1/16
(1551)
62-3/16
(1580)
20
(508)
12.3/4
(324)
14.3/4
(375)
1/2.14
3/4-14
15.1/4
(387)
23-1/2
(597)
18HW
450
HW
12 CYL
14 CYL
HW
12 CYL
14 CYL
12 CYL
14 CYL
3/4
(19)
6
1-1/8-7NC
16
22-3/4
(578)
11-1/4
(286)
3-1/2
(89)
1-3/8
(35)
515
177
63-5116
(1608)
66.1/2
(1689)
67-5/8
(1718)
20
(508)
12-3/4
(324)
14-3/4
(375)
112-14
314-14
17-1/4
(438)
25
(635)
d20
500
14 CYL
16 CYL
HW
14 CYL
16 CYL
14 CYL
16 CYL
1-118
(29)
8
1-1/8-7NC
20
25
(635
14
(356)
4-112
(114)
1-1/2
(38)
690
234
68.5/8
(1743)
72-15/16
(1853)
73-7116
(1865)
20
(508)
14-3/4
(375)
17 1
(432)
3/4.14
3/4-14
19.1/4
(4B9)
27-1/2
(699)
24
600
HW
16 CYL
18 CYL
HW
16 CYL
18 CYL
16 CYL
18 CYL
1-1/16
(27)
8
1-114-7NC
20
29.1/2
(749)
14-118
(359)
4112
(114)
1.112
(38)
923
313
7913/16
(2027)
84.11116
(2151)
86-5/8
(2200)
20
(508)
17
(432)
19
(483)
3/4.14
314-14
23.1/4
(591)
32
(813)
' Valve and Handwheel
-4-
68 of 179

Refer to TABLE 1 for dimensions
' D' NPT PORTS I with Handwheel
2 - PLACES
' K' TAP [
IN WAY OF
'L' HOLES
with Cylinder
'C' HANDWHEEL DIA.
I.--
ZE
'N' NUMBER OF HOLES
EQUALLY SPACED AND
STRADDLING CENTERLINE
ON A 'P' DIA, BOLT CIRCLE
'Z' THREAD DEPTH
0
H
i
-, r i
, S, \ / r
J I_
i
2"- 4' VALVE
SIDE MOUNTED YOKE
c
'W' FACE TO FACE
-5-
69 of 179

Fabri Valve° C45 Ductile Iron Knife Gate Valve
Materials of Construction
Part
Materials
Body and Chest
Ductile iron
Flanges
Ductile iron
Seat
Rating
Integral metal, D-ring, or replaceable
With integral seat 500°F (260°C)
With RW seat 140°F (601C)
With RP seat 1800F (82°C)
With RH seat 550OF (288°C) standard, 6501F
(343°C) with special packing.
With RT seat 4007 (204°C)
Gate
304 stainless steel finished to 32 RMS
Yoke
Carbon steel
Yoke Bolting
Plated steel
.-Packing
Ac lic/PTFE/silicone'
Packing Follower
Ductile iron w/ lated steel bolting
Stem
304 stainless steel
Stem Nut
Acid resistant bronze
Lubrication Fitting
Plated steel
Handwheel
Cast iron
Handwheel
Retaining Nut
Malleable iron
Tab Washer
Stainless steel
' Energized cored packing is standard with 6" (DN150) and larger C45 valves
Dimensions
Valve Size
TABLE 2 DIMENSION Inches (mm) C45 with BEVEL GEAR
Inches
ON
A
B
C
D
E
H
J
I K
L
M
N
P
S
I W
Z
6
150
25.5/16
19-11116
12
12-3/8
6-1/2
6
11
9/16
2
3l4 10NC
8
9-1/2
7 318
2 1/4
3/4
(643)
(500)
(305)
(314)
(165)
(152)
(279)
(14)
(241)
(187)
(57)
(19)
8
200
32-15/16
24-5/8
12
12-3/8
6-1/2
8
13-1/2
5/8
2
3l410NC
8
11-3/4
7-3/8
2-3/4
1
(837)
(625)
(305)
(314)
(165)
(203)
(343)
(16)
(298)
(187)
(70)
(25)
10
250
38-1/16
27-5/16
12
12-3/8
6-1/2
10
16
5/8
4
7/8-9NC
12
14-1/4
7-3/8
2-3/4
1
(967)
(694)
(305)
(314)
(165)
(254)
(406)
(16)
(362)
(187)
(70)
(25)
12
300
44-9/16
31-13/16
12
12-3/8
6-1/2
12
19
5/8
4
7/8 9NC
12
17
7-1/2
3
1
(1132)
(808)
(305)
(314)
(165)
(305)
(483)
(16)
(432)
(191)
(76)
(25)
14
350
49-13/16
34-3/4
12
12-3/8
6.1/2
13-1/4
21
21/32
4
18NC
12
18-3/4
7-3/4
3
1
(1265)
(883)
(305)
(314)
(165)
(337)
(533)
(17)
(476)
(197)
(76)
(25)
16
400
(6437)
1(3
1(387)
6
1 8NC
16
11.1
1(32)
(026)
(305)
6)6
(165)
(597)
(20)
(540)
(286)
(89)
18
450
63-5/16
43-13/16
12
12-1/16
6-1/2
17-1/4
25
3/4
6
1-1/8-7NC
16
22-3/4
11-1/4
3-112
1-3/8
(1608)
(1113)
(305)
(306)
(165)
(438)
(635)
(19)
(578)
(286)
(89)
(35)
20
500
68-5/8
47-15/16
12
12-1/16
6-1/2
19-1/4
27-1/2
1-1/8
8
1 1l8 7NC
20
25
14
4-1/2
1-1/2
(1543)
(1218)
(305)
(306)
(165)
(489)
(699)
(29)
(635)
(356)
(114)
(38)
24
600
79-7/8
55-3/16
12
12-1/16
6-1/2
23-1/4
32
1-1/16
8
11/4-7NC
20
29-1/2
14-1/8
4-1/2
1-1/2
(2029)
(1402)
(305)
(306)
(165)
(591)
(813)
(27)
(749)
(359)
(114)
(81)
6" -14" valves have a bevel gear ratio of 3:1
16" - 24" valves have a bevel gear ratio of 4:1
-6-
70 of 179

:1
J- J
F
Refer to TABLE 2 for dimensions
1 ili
<
W
J
W
EL -j
0 W
>
W
M
u-
0
It
W
z
EL
M _j
oe
W
0
F- z
Lu W
u
ED
LC W >
E3
—i
W >
a
F-1 LL
-J M I LIJ LIJ
cz
W
W
z
Z " ;K' TAP DEPTH
LU _j
U cle IN WAY OF CHE
W 'L' HOLES
z
W
'M' THREAD SI
'N' NUMBER OF
�JFAA EQUALLY SPACEI
STRADDLING CEI
n ON A 'P"OIA
CIRCLE 'Z' THREAD DEPTH
with Cylinder with Handwheel
-7-
kCr- Tn r-Arr-
L4
71 of 179

r�3
1w
f
Series A Air Cylinders
Up to 250 PSI Air Pressure
Bore Sizes 11/2" through 20"
Pre -Lubricated
Series J Hydraulic Cylinders
Up to 2500 PSI Pressure
Bore Sizes 11/2" through 20"
72 of 179

PRIMARY FEED PUMPS
MACHINERY COMPANY
SERVING.lNDUSTRYSINQE 1978
RECENEDIDENRIDWQ
, QUIFER PROTECTION SECTION
NOV 3 0 2010.
P: 910-799-8800
F: 910-799-8801
4514A NorthChase Pkwy NE
Wilmington NC 28405
Company: Mountaire Date: 11/29/2010
Attn: Halley Ondona Submittal Number: 8-24--10-MAF-OFFALT8-00
Phone: [phone] Sales Engineer: Jeremy Reese
Fax: [phone] Submitter Jeremy Reese
e-Mail: [e-mail] a -Mail: ireese(a�tericarva.com
r`mmn1T1ntic nG cFravirG
Pumpage: Plant. Waste Water
Flow (gpm): 1500
TDH (ft): 60
S.G.: 1
Temperature (°F): 90
NPSHa (ft): 13
Solids: 3" max
Viscosity (SSU): 1
Type: Self Priming Trash Pump Pump Speed (RPM): 1150
Make: Gorman Rupp Motor Speed (RPM): 1800
Model: Super T8 Motor Power (HP): 40
Letter Code: T8A71 S-B/F -special Motor Phase: 3
Size: 8"x8" Motor Frequency (Hz): 60
Construction: Std Iron Fitted Motor Voltage: 460
Connections: 8" Flanged Motor Frame Size: 324T
Mounting: Special Horizontal Space Saver Vee Belt Motor Enclosure: Severe Dut
EQUIPMENT SPECIFICATIONS
} To view a PDF of the equipment including drawings and curves, please double click the icon:
j T8A71 Special Base Drwg Gauge Opt ARV Curve
PRICING AND AVAILABILITY
XRI
Shipping: Best way-PPA. Unless otherwise specified
Quantity: 2 Freight on Board: Shipping Point
Payment Terms: Net 30
Lead Time: 10-12 Weeks Note:
Shipping Weight (lbs.): 4200 (approximately) Lead time is subject to change based on,
shop work load.
Optional Adders: Gauge Kit 48213-093-WSST
Air Release Priming Valve
Shop install Air Release Valve and gauge kit
Substitute T8A71S-B/F Hard iron Pump
Add Self Cleaning Wear Plate
Comments:
T8A71 Pump has Hard iron internals, It 4x harder than std Iron thus much more abrasion resisl

PRIMARY FEED.PUMPS
�J
Specification Data I G-R Hard Iron Fitted Basic Pump Sec. 55
CDSw Self Priming Centrifugal Pump
s Model T8A71S-13
TURFS -
VARIOUS PATENTS APPLY Size 8" X 8"
Size: 8" (203 mm) ASA Flanged Suction x 8" (203 mm) NPT
Female Discharge.
Casing: Gray Iron 30.
Maximum Operating Pressure 83 psi (572 kPa).*
Semi -Open Type, Two Vane Impeller: G-R Hard Iron.
Handles 3" (76,2 mm) Diameter Spherical Solids.
Impeller Shaft: Alloy Steel 4150.
Shaft Sleeve: Alloy Steel 4130.
Replaceable Wear Plate: G-R Hard Iron.
Removable Adjustable Cover Plate: Gray Iron 30;
94 lbs. (43 kg).
Flap Valve: Neoprene `"/Nylon and Steel Reinforcing.
Seal Plate: G-R Hard Iron..
Bearing Housing: Gray Iron 30.
Radial and Thrust Bearings: Open Double Row Ball.
Bearing and Seal Cavity Lubrication: SAE 30 Non -Detergent
Oil.
Flanges: 125# Gray Iron 30.
Gaskets: Buna-N, Compressed Synthetic Fibers, PTFE,
Cork, and Rubber.
O-Rings: Buna-N.
Hardware: Standard Plated Steel.
Brass Pressure Relief Valve.
Bearing and Seal Cavity Oil Level Sight Gauges.
Optional Equipment: Metal Bellows Seal. Automatic Air
Release Valve. 120V/240V Casing Heater. High Pump
Temperature Shutdown Kit. Self -Cleaning Wear Plate.
Gray Iron 30 Spool Flanges:
8" ASA Discharge (Specify Model T8A71 S-B /F).
200 mm DIN 2527 (PN 16) Suction and Discharge
(Specify Model T8A71S-B /FM).
*Consult Factory for Applications Exceeding Maximum
Pressure and/or Temperature Indicated.
�. gg
ems'
FLANGE,j j\� \SEALPLATE
.Ij� SIBALL-
BEARINGS
COVER
• ATE Wn��
WEAR
PLATE
GO.. ItMAN
PUMPS
IMPELLER
SHAFT
LIP SEALS
SEAL ASSEMBLY
PAGE 2340
JUL®
Shown with Optional Discharge Spool.
Flange (Available in ASA or DIN Standard
Sizes).
SEAL SPECIFICATIONS
Cartridge Type, Mechanical, Oil -Lubricated,
Double Floating, Self -Aligning. Silicon.
Carbide Rotating and Stationary Faces.
Stainless Steel 316 Stationary Seat.
Fluorocarbon Elastomers (DuPont Viton° or
Equivalent). Stainless Steel 18-8 Cage and
Spring. Maximum Temperature of Liquid
.Pumped, 160°F (71°C).*
SEAL DETAIL
THE GORMAN-RUPP COMPANY • MANSFIELD, OHIO
GORMAN-RUPP OF CANADA LIMITED • ST. THOMAS, ONTARIO, CANADA
www.grpumps.com
Specifications Subject to Change Without Notice
Printed in USA
Copyright by the Gorman -Rupp Company 2008

Specification Data
SECTION 10, PAGE 1500
E
E
APPROXIMATE NET WEIGHT 20 LBS. [9,0 KG,]
DIMENSIONS and WEIGHTS SHIPPING WEIGHTS: 25 LBS. [11,3 KG.]
EXPORT CRATE: 0.5 CU. FT. [0,01 CU. M.]
''HEORY OF OPERATION
kir from the pump casing passes through the valve the wet well
)r sump during the priming cycle (Figure 1).
FIGURE 1
When the pump is fully primed, pressure resulting from flow
against the valve diaphragm compresses the spring and closes
the valve. The valve will remain closed, reducing the by-pass of
liquid to 1 to 5 gallons per minute until completion of the pumping
cycle (Figure 2).
FIGURE 2
Nhen the pump shuts down, the spring returns the diaphragm
o its original position. Any solids that may have accumulated in
he diaphragm chamber settle to the bottom and are flushed out
luring the next pumping cycle (Figure 3).
FIGURE 3
NOTE: Always provide a dedicated bleed line of at least 1 diameter for each valve. Do not manifold bleed lines
in a multiple pump installation.
COVER
INSTALL AIR RELEASE VALVE
IN HORIZONTAL POTLI
90" LONG
DISCHA=G
ELBOW
SUPPO
BRAC
BLEED LINE
1"/[25,4] MINIMUM
MUM
DIA. (CUSTOMER
FINISHED)
EXTEND 6, [152 MM)
BELOW LOWEST
LIQUID LEVEL
WET WELL
OR SUMP
TYPICAL INSTALLATION
DISCHARGE PIPE
DISCHARGE
VALVE
9CHECK
7PUMPDISCHARGE
SELF -PRIMING
CENTRIFUGAL
PUMP
INLET 1" NPT—
DIMENSIONS:
INCHES
[MILLIMETERS]
GJJJ THE GORMAN-RUPP COMPANY • MANSFIELD, OHIO
GOORRMAN W GORMAN-RUPP OF CANADA LIMITED • ST. THOMAS, ONTARIO, CANADA
PUMPSSpecifications Subject to Change Without Notice Printed in U.S.A.
0 Copyright The Gorman -Rupp Company 2009

U)
d
0
W
w
LL
i
Q
NOTES:
• ALL DIMENSIONS IN INCHES
• TOLERANCE: ty" UNLESS NOTED OTHERWISE
• NOT TO BE USED FOR CONSTRUCTION PURPOSES UNLESS CERTIFIED
TES CAR VA
MACHINERY COMPANY
RGE
OFFSET VERTICAL "V" BELT DRIVE PACKAGE
CTP
8/24/10
T8 A-B
PRELIMINARY

Arw,
Company: Mountaire Feed Forward Pumps
Name: Halley
te: 11/11/2010 PRIMARY FEED PUMPS GORMAN-RUPP
C/ PUMPS
Pump:
Search Criteria:
Size: T8A-B-3
Flow: 1200 US gpm
Head: 60 ft
Type: T-SERIES
Speed: 1120 rpm
Synch speed: Adjustable
Dia: 14.75 in
Fluid:
Curve: T8A-B-3
Impeller:
Water
Temperature: 60 °F
Specific Speeds:
Ns: —
Density: 62.25 Ib/ft3
Viscosity: 1.105 cP
Vapor pressure: 0.2563 psi a
Atm pressure: 14.7 psi a
Nss: --
NPSHa: --
Dimensions:
Suction: 8 in
Discharge: 8 in
Motor.
Pump Limits:
Consult Gorman -Rupp Industrial Catalog to select a motor for this pump.
Temperature: --
Power: —
Pressure: --
Eye area: --
Sphere size: 3 in
— Data Point —
Flow: 1200 US gpm
Head: 61.1 ft
Eff: 60%
Power: 30,7 hp
NPSW: 4.58 ft
I!: -Design Curve--
- 'hutoff head: 86.6 ft
fttoff dP: 37.4 psi
Min flow: —
BEP: 65% @ 1648 US gpm
NOL power:
35.2 hp @ 2183 US gpm
— Max Curve —
Max power:
63.5 hp @ 2663 US gpm
120
100
80
a
60
40
20
0
20
�
� I
10
=
f
y
a
z
0
250 500
75
750 1000
1250 1500 1750 2000 2250 2500 2760
t
50
•
—I
i
d
25
0
2000
IL.
250 500
750 1000
1250 1500 1750 2250 2500 2750
US gpm
Pertormance Evaluation:
•
Flow Speed
Head
Efficiency
Power NPSHr
US gpm rpm
ft
%
hp ft
_ 1440 1120
55.7
63
32 6.43
1200 1120
61.1
60
30.7 4.58
960 1120
66.3
55
29 3.15
720 1120
71.2
48
27.1 2.43
480 1120
76.4
35
26.2 2.29
GRASP 10
Selected from catalog: Gorman -Rupp Industrial Pumps.60 Vets: 4.04

MARY FEED PUMPS
Specification Data PAGE 1500
SeC' 10 SEPTEMBER 2009
CDS
AUTOMATIC AIR .RELEASE VALVES
GeV
GORMNI-Rupp GRP33-07 Models
PUMPS Size 1 " x 1 " N PT
AUTOMATIC AIR RELEASE VALVES
Gorman -Rupp Automatic Air Release Valves are designed
to release air from a self -priming pump during the priming
cycle. After the pump primes and begins to deliver liquid,
the valve closes to restrict by-pass flow. When the .pump
stops, the valve automatically opens and is ready for the
next priming cycle.
VALVE BODY O-RING LIP sent_ KIWI '
INSPECTION
DIAPHRAGM
PLUNGER ROD SPRING
***
Static Discharge
Head Meters
Materials of Construction
Spring Color/
Compression
Valve
Valve
P/N(1,2-5,2)
4-17
18-49
50 Up
Valve
Elasto-
Plunger
Insp.
�
Internal
External
10 Ibs.
25 lbs.
,
60 lbs.
(5,4-14,9)
(15,2 Up)
Body
mers
Rod
Cover
Hdwr
Hdwr
(4,5 kg)
(11,3 kg)
(36,2 kg)
GRP33-07
X
C.I.30
Buna-N
SST304
C.I.30
SST 304
Plated Sti.
Plain
GRP33-07A
X
C.1.30
Buna-N
SST304
C.1.30
SST304
PlatedStl.
Red
GRP33-07B
X
C.I.30
Buna-N
SST304
C.1.30
SST304
PlatedStl.
Black
GRP33-07C
X
SST316
Buna-N
'SST316
SST316
SST316
SST316
Plain
GRP33-07D
X
SST316
Buna-N
SST316
SST316
SST316
SST316
Red
GRP33-07E
X
SST316
Buna-N
SST316
SST316
SST316'
SST316
Black
GRP33-07G
X
SST316
EPDM
SST316
SST 316
SST316
SST 316
Black
GRP33-07H
X
SST316
EPDM
SST316
SST316
SST316
SST316
Plain
GRP33-07J
X
C.I.30
*Fluoro
SST304
C.1.60
SST304
Plated Sti.
Black
GRP33-07K
X
C.1.30
**TFE
SST304
C.1.30
SST304
Plated SO.
Plain
GRP33-07L
X
SST316
*Fluoro
SST316
_SST316
SST316
SST316
Black
GRP33-07M
X
C.1.so
*Fluoro
SST304
C.1.30
SST304
Plated Sit.
Red
GRP33-07N
X
SST316
*Fluoro
SST316
SST316
SST316
SST316
Plain
GRP33-07P
X
C.I.30
*Fluoro
SST 304
C.I.30
SST 304
Plated Sti.
Plain
GRP33-67R
X
SST316
EPDM •
SST 316
SST 316
SST 316
SST 316
Red
GRP33-07S
X
SST316
**TFE'
SST316
SST316
SST316
SST316
Plain
L. uU VIIC vILU11 VI F—LIUIVCUGIIL.
** 3M Corporation Aflas® or Equivalent.
*** Consult Factory for Material/Discharge Head -Combinations Not Listed.
Optional: Spring Removal Tool P/N 48781-003
THE GORMAN-RUPP COMPANY • MANSFIELD,'OHIO
GOAMAN Rpl1PP GORMAN-RUPP OF CANADA LIMITED 0 ST. THOMAS, ONTARIO, CANADA
P www.grpumps.com
Specifications Subject to Change,Without Notice Printed in U.SA
© Copyright The Gorman -Rupp Company 2009

PRIMARY FEED PUMPS
(� TE CAI�TA
MACHINERY COMPANY
SERVING INDUS7RYSINCE 7976'
--� The. gauge kit assembly is designed to provide accurate: gauge readings„of then pump
suction and discharge pressure. The gauge, 'k►t is provided" with two gauges mounted;
on a resilient back panel, and include, (2) IN.' stainless stool: pipe nipple, -and 7/4-1 if
.valve mounted on pump; hoses and quick connect fittings to allow operator to record
gauge readings and remove hose from ball valve to prevent clogging. Each gauge is
4 I/2" 316 stainless steel wetted parts, and dual range, feet of water and PSI.
Gauge Assemblies
Gauge Combinations
Tencarva Part #
Combination -34 +34'; 0-140760 PSI
48213-093-WSST
Combination -34 +34'; 0-370'/160 PSI
48213-094-WSST
Combination -34 +34'; 0-70'/30 PSI
48213-095-WSST
Combination -34 +34'; 0-2307100 PSI
48213-100-WSST
0-70'/30 PSI; 0-140'/60PSI
48213-097-WSST
0-140'/60PSI; 0-230'/100 PSI
48213-098-WSST
0-140' /60PS1: 0-370' / 160PSI .
48213-099-WSST
Gauge assemblies are normally shipped loose and installed in field by
contractor/owner. Additional combinations are available.
Tencarva _Machinery Company
1115 Pleasant'Ridge Road
Greensboro, NC 27409
Pn-800-849-5764; Fax [phone]'

JJECEIVED I DES P, �WQ
;AQUIFER PROTTP0, SECTION
SECONDARY FEED PUMP NOV 3 0 2010
P: 910.799.8800
.�ri CA� VA F: 910.799.8801
[ G'' 4514A N Chase Pkwy NE
MACHINERY COMPANY Wilmington NC 28405
SERVING [NpgSTRYSINCE,1978
Company: Mountaire Date: 11/29/2010
Attn: Halley Ondona Quote Number:
Phone: Sales Engineer: jeremy reese
Fax: Quoter: JSR
e-Mail: halley.ondonaCbmountaire.com a -Mail: ireeseatencarva.com
CnNnITIMA nF CFRVif_F -
Pumpage: Waste Water Temperature (OF): 80
Flow (gpm): 2400 NPSHa (ft): 14
TDH (ft): 52 Solids: 2" max
S.G.: 1 Viscosity (SSU): 4.5
Type: Self Priming Trash Pump
Make: Gorman Rupp
Model: Super T
Letter Code: T10A60S-BF
Size: 10"
Construction:-Hardned Iron Internals
Connections: 10"
Mounting: Vertical Vee Base
Pump Speed (RPM): '1080
Motor Speed (RPM): 1800
Motor Power (HP): 30
Motor Phase: 3
Motor Frequency (Hz): 60
Motor Voltage: 460
Motor Frame Size: 286T
Motor Enclosure: Marathon XRI Severe C
EQUIPMENT SPECIFICATIONS
i To view a PDF of the equi ment including drawings and curves, please double click the icon:
-
AVAILABILITY'
Shipping: Best way-PPA. Unless otherwise specified.
Quantity: 2 Freight on Board: Shipping Point
Payment Terms: Net 30
Lead Time: 10-12 weeks Note:
Shipping Weight (Ibs.): 6000 ea . (approximately) Lead time is subject.to change based on
shop work load.
Optional Adders:
Gauge Kit 48213-093-WSST
Air Release Priming Valve
Shop install Air Release Valve
Comments:

Company: Mountaire
Name: Halley
Date: 10/27/2010
tion:. Mountaire
NEENERM11MR-11111.9 FIN
O
Clarifier to DAF
SECONDARY FEED PUMP GORMAN-RUPP
Size: T10A B-4
Type: T-SERIES
Speed: 910 rpm
Synch speed: Adjustable
Dia: 14.75 in
Curve: T10A-6-4
Impeller:
Specific Speeds:
Ns: —
Nss: --
Dimensions:
Suction: 10 in
Discharge: 10 in
Pum _Limits:
Temperature: --
Power: —
Pressure: —
Eye area: —
Sphere size: 3 in
Data Point --
Flow. 20.9 US gpm
Head: —
Eff: — %
Power: —
NPSHr: —
C"-- Design Curve ---
Shutoff head: 61.4 ft
Shutoff dP: 26.6 psi
now:
79% @ 1912 US gpm
NOL power:
24.3 hp @ 2447 US gpm
Curve —
Max power:
100 hp @ 3415 US gpm
115(
12;
0
PUMPS
FSearch Criteria:
Flow: 2400 US gpm
Head: 30.3 ft
Near miss: 5 % of Head
(Fluid:
Water
Temperature: 80 °F
Density: 62.33 Ib/ft3
Vapor pressure: 0.5072 psi a
Viscosity. 0.8565 cP
Atm pressure: 14.7 psi a
NPSHa: 34.1 ft
i motor:
Consult Gorman -Rupp Industrial Catalog to select a motor for this pump
30 ;------ ._----- .,._......_.___....—
20
i
I
__-------- _--------- —. _._�-. —
_ _—___
I ---
- - - ----__.__
i
-
10!_-------
I
j
l
500 1000 1500 2000 2500 annn unn
2880
910
18.8
58
2400
910
30.3
76
1920
910
38.7
79
1440
910
44.7
76
960
910
48.8
60
GRASP 10
23.3
14.4
24.2
10.6
23.7
7.91
21.4
5.71
19.6
4.13
Selected from catalog: Gorman -Rupp Industrial Pumps.60 Vers: 4.04

Description:
The gauge kit as
suction and disc
on a resilient bac
valve mounted c
gauge readings
4'/2" 316 stainless
SECONDARY FEED PUMP
TE CARU
MACHINERY COMPANY
SERVING INDUSTRYSINCE 79218
Gauge. Kit Assembly
embly is designed to provide accurate. -gauge readings..of thd° pump
large pressure. The gaugekit is -provided with two,daudes mounted.
k panel, and include, (2) '/,"''stainlesssteel -pipe nipple; _and'/0,' baI'
n pump; hoses and quick connect fittings to allow operator to record
Jnd remove hose from ball valve to prevent clogging. Each gauge is
steel wetted parts, and dual range, feet of water and PSI.
Gauge- Assemblies
Gauge
Combinations
Tencarva Part #
Combination -34 +34'; 0-140'/60 PSI
48213-093-WSST
Combination -34 +34';-0-370'/160 PSI
48213-094-WSST
Combination -34 +34'; 0-70'/30 PSI
48213-095-WSST
Combination -34 +34'; 0-230'/100 PSI
48213-100-WSST
0-70'/30I
PSI; 0-140'/60PS1
48213-097-WSST
0-140'/6bPSl;
0-230'/100 PSI
48213-098-WSST
0-140' /6bPSl:
0-370' / 160PSI
48213-099-WSST
Gauge assemblie are normally shipped loose and installed in field by
contractor/owne Additional combinations are available.
Tencarva Machinery Company
1115 Pleasant Ridge: Road
Greensboro, NC 27409
Pn-800-849-5764; Fax [phone]

SECONDARY FEED PUMP
C.)
Specification Data I Sec. 10
C'D S
AUTOMATIC AIR RELEASE VALVES
Glen GGBIYIANRUPP GRP33-07 Models
PUMPS Size 1 " x 1 " N PT
AUTOMATIC AIR RELEASE VALVES -
Gorman -Rupp Automatic Air Release Valves are designed
to release air from a self -priming pump during the priming
cycle. After the pump primes and begins to deliver liquid,
the valve closes to restrict by-pass flow. When the pump
stops, the valve automatically opens and is ready for the
next priming cycle.
VALVE BODY
,TION
DIAPHRAGM
PLUNGER ROD SPRING
PAGE 1500
SEPTEMBER 2009
**
Static Discharge
Head Meters
Materials of Construction
Spring Color/
Compression
Valve
P/N
18-49
50 Up
Valve.
Elasto-
Plunger
Insp.
Internal
External
10 lbs.
25 lbs.
80 lbs.
(14-17
,2-5,2)
(5,4-14,9)
(15,2 Up)
Body
mers
Rod
Cover
Hdwr
Hdwr
(4,5 kg)
(11,3 kg)
(36,2 kg)
GRP33-07
X
C.1.30
Buna-N
SST304
C.1.30
SST304
PlatedSti.
Plain
GRP33-07A
X
C.1.30
Buna-N
SST304
C.1.30
SST304
PlatedSti.
Red
GRP33-07B
X
C.I.30
Buna-N
SST 304
C.1.30
SST304
Plated Stl.
Black
GRP33-07C
X
SST316
Buna-N
SST316
SST316
SST316
SST316
Plain
GRP33-07D
X
SST316
Buna-N
SST316
SST316
SST316
SST316
Red
GRP33-07F
X
SST316
Buna-N
SST316
SST316
SST316
SST316
Black
GRP33-07G
X
SST 316
EPDM
SST316
SST 316
SST316
SST316
Black
GRP33-07H
X
SST316
EPDM
SST316
SST316
SST 316
SST316
Plain
GRP33-07J
X
C.1.30
*Fluoro
SST304
C.1.30
SST304
PlatedSti.
Black
GRP33-07K
X
C.1.30
**TFE
SST304
C.1.30
SST304
Plated Stl.
Plain
GRP33-07L
X
SST316
*Fluoro
SST 316
SST 316
SST316
SST316
Black
GRP33-07M
X
C.1.30
*Fluoro
SST304
C.1.30
SST304
PlatedSti.
Red
GRP33-07N
X
SST316
*Fluoro
SST316
SST316
SST316
SST316
Plain
GRP33-07P
X
C.1.30
*Fluoro
SST304
C.1.30
SST304
PlatedSti.
Plain
6RP33-07R
X
SST316
EPDM
SST316
SST316
SST316
SST316
Red
GRP33-07S
X
SST 316 1
**TFE
SST 316 1
SST 316 1
SST 316 1
SST316
Plain
w -111 V W11 vi "4wva1c11L.
** 3M Corporation Aflaso or Equivalent.
*** Consult Factory for Material/Discharge Head Combinations Not Listed.
Optional: Spring Removal Tool P/N 48781-003
Goll THE GORMAN-RUPP COMPANY • MANSFIELD, OHIO
GUNMAN Rl1PP GORMAN-RUPP OF CANADA LIMITED • ST. THOMAS, ONTARIO, CANADA
PUMPP www.grpumps.com
S Specifications Subject to Change Without Notice Printed in U.SA
© Copyright The Gorman -Rupp Company 2009

SECONDARY FEED PUMP
Specification Data
j SECTION 10, PAGE 1500
E
APPROXIMATE NET WEIGHT: 20 LBS. [9,0 KG.]
DIMENSIONS and WEIGHTS SHIPPING WEIGHTS: 25 LBS. [11,3 KG.]
EXPORT CRATE: 0.5 CU. FT. [0,01 CU. M.]
THEORY OF OPERATION
kir from the pump casing passes through the valve the wet well
tr sump during the priming"cycle (Figure 1).
FIGURE 1
When the pump is fully primed, pressure resulting from flow
against the valve diaphragm compresses the spring and closes
the valve. The valve will remain closed, reducing the by-pass of
liquid to 1 to 5 gallons per minute until completion of the pumping
cycle' (Figure 2).
FIGURE 2
h/hen the pump shuts down, the spring returns the diaphragm .
o its original position. Any solids that may have accumulated in
he diaphragm chamber settle to the bottom and are flushed out
luring the next pumping cycle (Figure 3).
FIGURE 3
NOTE: Always provide a dedicated bleed line of at least 1" diameter for each valve. Do not manifold bleed lines
in a multiple pump installation.
CLEAN -OUT
COVER
TYPICAL INSTALLATION
DISCHARGE PIPE
INSTALL AIR RELEASE VALVDISCHARGE
IN HORIZONTAL POSITIONCHECK
90' LONGVALVE
DISCHARGEPUMP
DISCHARGE
ELBOWFNF
SELF-PRIMING
CENTRIFUGAL
BLEED LINE �'PUMP
1"/[25,4] MINIMUMDIA.
(CUSTOMERFINISHED)
EXTEND 6" [152 MM]
BELOW LOWEST
LIQUID LEVEL SUCTION
11
WET WELL
OR SUMP
DIMENSIONS:
INCHES
[MILLIMETERS]
!_ "0 THE GORMAN-RUPP COMPANY • MANSFIELD, OHIO
G0� � GORMAN-RUPP OF CANADA LIMITED a ST. THOMAS, ONTARIO, CANADA
PUMPSSpecifications Subject to Change Without Notice Printed in U.S.A.
© Copyright The Gorman -Rupp Company 2009

:l'
2"
FL
e
VIi,y 1Uy % U i
plcs. 90' typ.
lug
-yp.
18" PE threaded nonwoy V 1
cover w/15" access
15.00 15.00
( ref) 11 .00
L_ °
0'.25
50.40 106,47
91.47
------------------------- ►'—�
11.50
12. 11
r�n
V 1
12.00 -�- --�
90.00
o
®
�v
C=
a�
BASE FITTINGS TO BE LEFT INSTALLED AT TIME OF SHIPMENT PER Sii PROCEDURE
2,500 GALLON FLAT BOTTOM TANK
R 2.00
(all dimensions in inches)
PART # TANK: 5090--L
PFF#. nnnn nR/)7/m

180'
Tiedown support/lifting
lug (B) plcs. 90' typ.
15.50 90,
225'
10' Conical Top
270'
12.00
25.00
Fit
IF
101, PC ___. _.
* BASE FITTINGS TO BE LEFT INSTALLED AT TIME OF SHIPMENT PER SII PROCEDURE
e Consu`lt Snyder's Guidelines for Use and Installation prior to delivery.
Available on-line at www.snydernet.con
FJ, 000 1 OALL_ON FLAT BOTTOM TANK
tb.5- x b.b") @
0' & 90'
(all dimensions in inches)
"PART # TANK: 743000ON--L,
REF#: 0000 01/06/04

6MOYNO
Always the Right SOlutionTM
Section:
MOYNO°500 PUMPS
Page:1 of 4
Date: March 30, 1996
SPECIFICATION DATA
MOYNO0 500 PUMPS
300 SERIES
331, 332, 333, 344, 356 AND 367 MODELS
DIMENSIONS
SUCTION 1" NPT DISCHARGE 3/a NPT
2?re
1'/a
MODELS: 1'•'.16
=08, 33208 13732 D.IA. 31
33308, 34408
6,e32
w• +.v1v DISCHARGE
PA L —
ALL MODELS
AS LISTED
BELOW F
�--F
"H" HOI
PACKING GLAND
MODELS ONLY
PACKING GLAND
MODELS ONLY
MODELS
33101,33201
33301, 33104
33204,33304
34401, 34404
CP
125/8
A
3'/s
Al
43/4
D
23/4
E
1
F
113/1s
F1
615/16
H
13/32
K
31/32
L
511/16
M
61/16
N
016
R
—
U
6/8
X
23/B
I Y
SUCT
NPT
1'4
3/4
*34411
35601,35604
36704
*Packing Gland Model
13 /1s
17 /2
19 /8
2015/16
3 /a
6 /2
6 /2
5 /4
4 /a
7 /16
7 /1s
8
2 /a
4 /3z
4 /32
4 /2
1 /e
1 /a
1 /a
2
—
2
2 /2
2 /16
7 /1s
1019/„
1079/„
13
/32
/32
/3z
/16
22'18
7
7 /s
9 /3z
7 Ar
6 /1s
8 /6
8 /s
11 /16
1 /s
2 /e
2 /3z,
/a
l3z
/1s
/s
la
la
2 /1s
3/335611,*35613
3 /3z36701,
1 /a
la
DISCH
NPT
3/4
/a -
1 /4
1 /a
2
All dimensions are in inches. Specifications subject
to change without notice.

2
331, 332, 333 and 344 MODELS
PERFORMANCE (water at 700F)
331 MODELS
II
VU
t�0rseptiw�r - , y t3'�sC, V- `' - 7 • _._�►.t?S
Itz
to_
1 __ `—a ..`� 7
0 a00 Sao ara R00 tg.0p
20,000 0.000 op x+Dp 'f0O0 .,pa aao
100
HEAVY MEDIUM LIGHT
MATERIALS OF CONSTRUCTION
332 MODELS
Mini uirt , ti3rt�itig "a'jque
_ �.
TIT
is='_.� t
j�L�3pt tty�j}aR—`�.M. -7 r y
0 400 660 �.� 1200 1800
20.00010.0a0 0 2000 1000 Sao 300 .xio
HF AVV 11GHi
aana-rcr
NOTE: For fluids with viscosity over 200 CP (1000 SSLI), pump
capacity is reduced by 20%.
COMPONENT
33101, 33201
33301, 34401
33104, 33204
33304, 34404
Housing
Cast iron
316 SS
Rotor
416 SS/CP
316 SS/CP
Stator
NBR (Nitrite)
NBR (Nitrite)
Weight (lbs)
16 1
16
* Packing Gland Model
CP = Chrome plated
U
33108,33208
33308, 34408
*34411
Nylon
Cast iron
416 SS/CP
416 SS/CP
NBR (Nitrite)
NBR (Nitrite)
8
16

333 MODELS
t'ACrl�n[�mS4artl�ig Totque:l5
2
p 1 ,
_
-`--=- ---ram
xi
3.0
.t
400 63p „ru
1200 I1i00
�pp��
90,000 0 009 0
2000
300
Soo
IDO
HEAVY MEDIUM
A"AxAw
LIGHT
3
344 MODELS
..6 --
Hoge owes- -
ea'•"
itlP$HBn3 -f
Woo
20400 �000
10.00 2000 1DDO b'Soo 300
HEAVY fiEDIIIY LIGHT
h�AbL•LN
NOTE: • For fluids with viscosity over 200 CP (1000 SSu),
pump capacity is reduced by 20%.

356 and 367 MODELS PERFORMANCE (water at 70°F)
356 MODELS 367 MODELS
S.O ,
Minlrnum.Siarling Tosqus 36-In.•Iba — �Q4y1. Minimum=StartlnoInque„4p
t t MorsepowerHorsepower
I --•-
• PS!
o
a-
it
47
::Capacity GPM-
tt rl`.e(S8Sftyr'atPM: 24. _
14
0 400 60o acu Moo "00 0 — too - _-e+00 — - �- 1040
20.0100 Moo 0 000 2000MvsCcI ¢xn0o �o 2ooaaD,o400a .000 1000 aDo ,200
too
Yizca�,++
HEI.YT f[EDIUiI LIGHT HEAVY MEDIUM LIGHT
r1QflAJpf
NOTE: For fluids with viscosity over 200 CP (1,000 SSU),
pump capacity is reduced by 20%.
MATERIALS OF CONSTRt M-TIMI
COMPONENT
MODELS
35601,35611
35604,35613
36701
36704
Housing
Cast iron
316 SS
Cast iron
316 SS
Rotor
416 SS/CP
316 SS/CP
416 SS/CP '
316 SS/CP
Stator
NBR (Nitrile)
NBR (Nitrite)
NBR (Nitrile)
NBR (Nitrile)
Weight (lbs)
37
40
37
40
54
54
CP=Chrome plated
/ ©1999 by Moyno, Inc.
® Moyno is a registered trademark of Moyno, Inc.
Printed in U.S.A.

PUMP SERIAL NO.:
PUMP MODEL NO.:
RATED CAPACITY:
RATED PRESSURE:
CUSTOMER:
PURCHASE ORDER NO.:
CUSTOMER REFERENCE:
25
20
10
5
0
THEORETICAL
PUMP PERFORMANCE
MacRoy
D72
25 GPH
@ 100 PSI
THEORETICAL PERFORMANCE VS. PERCENTAGE
OF CAPACITY
ou 75 100
PERCENTAGE OF RATED CAPACITY
CAPACITY(GPH) AT RATED PRESSURE
Prepared By: Steve'Wolfe, Applications Engineer
Submittal Date: 11/1/2010

01
Mountaire — Waste Improvement
Lumber Bridge, NC
SECTION 1000
GENERAL CONDITIONS
PART1 GENERAL
1.01 GENERAL
'RECEIVEDIDEM`Z f "NQ
l_lIFER PROTECTJUN SECTION
NOV 3 0, Z010
A. Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division 1 Specification sections,
apply to work of this section.
1.02 DEFINITIONS
A. "Products" is defined to include purchased items for incorporation into the
work, regardless of whether specifically purchased for project or taken from
contractor's stock of previously purchased products.
B. "Materials" is defined as products which must be substantially cut, shaped,
worked, mixed, finished, refined or. otherwise fabricated, processed, in-
stalled applied to form units of work.
C. "Equipment" is defined as products with operational parts, regardless of
whether motorized or manually operated, and particularly including
products with service connections (wiring, piping, etc.). Definitions in this
paragraph are not intended to negate the meaning of other terms used in
contract documents, including "specialties", "systems", "structure",
"finishes", "accessories", "furnishings", "special construction", and similar
terms, which are self-explanatory and have recognized meanings in the
construction industry.
D. General: Basic Contract definitions are included in the General Conditions.
E. Indicated, refers to graphic representations, notes or schedules on the
Drawings, or other Paragraphs or Schedules in Specifications, and similar
requirements in Contract Documents. Where terms such as. "shown,"
"noted," "scheduled," and "specified" are used, it is to help locate the
reference; no limitation on location is intended except as specifically noted.
F. Directed: Terms such as "directed", "requested", "authorized", "selected",,
"approved", "required", and "permitted" mean "directed by the Engineer",
"requested by the Engineer", and similar phrases. However, no implied
meaning shall be interpreted to extend the Engineer's responsibility into the
Contractor's area of,construction supervision.
G. Approve: The term "approved," where used in conjunction with the
C --�/ Engineer's action on the Contractor's submittals, applications, and requests,
1000 - 1
Project No. 10-315

Mountaire — Waste Improvement
.� Lumber Bridge, NC .
is limited to the duties and responsibilities of the Engineer as stated in
General and Supplementary Conditions. Such approval shall not release the
Contractor from. responsibility to fulfill Contract requirements unless
otherwise provided in the Contract Documents.
H. Regulation: The term "Regulations" includes laws, ordinances, statutes, and
lawful orders issued by authorities having jurisdiction, as well as rules,
conventions, and agreements within the construction industry that control
performance of the Work, whether lawfully imposed by authorities having
jurisdiction or not.
I. Furnish: The term "furnish is used to mean' "supply_and deliver to the
Project site, ready for unloading, unpacking, assembly, installation, and
similar operations."
J. Install: The term "install' is used to describe operations at project site
including the actual "unloading, unpacking, assembly, erection, placing,
anchoring, applying, working to dimension, finishing, curing, protecting,
cleaning, and similar operations."
K. Provide: The term "provide" means "to furnish and install, complete and
ready for the intended use."
L. Installer: An "Installer" is the Contractor or an entity engaged by the
Contractor, either as an employee, subcontractor, or sub -subcontractor for
performance of a particular construction activity, including installation,
erection, application, and similar operations. Installers are required to be
experienced in the operations they are engaged to perform.
A The term "experienced," when used with the term "Installer" means having a
minimum of 5 previous Projects similar in size and scope to this Project,
being familiar with the precautions required, and having complied with
requirements of the authority having jurisdiction.
N. Project Site is the space available to the Contractor for performance of
construction activities, either exclusively.or in conjunction with others
performing other construction activities as part of the Project. The extent of
the Project Site is shown on the Drawings and may or may not be identical
with the description of the land upon which the Project is to be built.
O. Testing Laboratories: A "testing laboratory" is an independent entity
engaged to perform specific inspections or tests, either at the Project Site or
elsewhere, and to report on and, if required, to interpret results of those
inspections or tests.
1.02 SPECIFICATION FORMAT AND CONTENT EXPLANATION
1000 - 2 Project No. 10-315

Mountaire — Waste Improvement
Lumber Bridge, NC
t
A. Specification Format: These Specifications are organized into Divisions
and Sections based on the Construction Specifications Institute's
16-Division format and MASTERFORMAT numbering.system.
B. - Specification Content: This Specification uses certain conventions in the
use of language and the intended meaning -of certain terms, words, and
phrases when used in particular situations or circumstances. These
conventions are explained as follows:
C. Abbreviated Language: Language used in the Specifications and other
Contract Documents is the abbreviated type. Implied words. and meanings
will be appropriately interpreted. Singular words will be interpreted as
plural and plural words interpreted as singular where applicable and where
the full context of the Contract Documents so indicates.
D. Imperative and streamlined language is used generally in the Specifications.
Requirements expressed in the imperative mood are to be performed by the
Contractor. At certain locations in the text, for clarity, subjective language
is used to describe responsibilities that must be fulfilled indirectly by the
Contractor, or by others when so noted. The words "shall be" shall be .
included by inference wherever a colon (:) is used within a sentence or
phrase.
E. Assignment of Specialists: The Specification requires that certain specific
construction activities shall be performed by specialists who are recognized
experts in the operations to be performed. The specialists must be engaged
for those activities, and assignments are requirements over which the
Contractor has no choice or option. Nevertheless, the ultimate responsibility
for fulfilling Contract requirements remains with the Contractor.
1. This requirement shall not be interpreted to conflict with
enforcement of building codes and similar regulations governing the
Work. It is also not intended to interfere with local trade union
jurisdictional settlements and similar conventions.
F. Trades: Use of titles such as "carpentry" is not intended to imply that
certain construction activities must be performed by accredited or unionized
individuals of a corresponding generic name, such as "carpenter." It also
does not imply that requirements specified apply exclusively to
tradespersons of the corresponding generic name.
1.03 DRAWING SYMBOLS
1000 - 3 Project No. 10-315

Mountaire — Waste Improvement
Lumber Bridge, NC .
A. Graphic symbols: Where not otherwise noted, symbols are defined by
"Architectural Graphic Standards," published by John Wiley & Sons, Inc.,
eighth edition.
B. Mechanical/Electrical Drawings: Graphic symbols used on mechanical and
electrical Drawings are generally aligned with symbols recommended by
ASHRAE. Where appropriate, they are supplemented by more specific
symbols recommended by technical associations including ASME, ASPE,
IEEE, and similar organizations. Refer instances of uncertainty to the
Engineer for clarification before proceeding.
1.04 INDUSTRY STANDARDS
A. Applicability of Standards: Except where the Contract Documents include
more stringent requirements, applicable construction industry standards
have the same force and effect as if bound or copied directly into the
Contract Documents. Such standards are made a part of the Contract
Documents by reference. Individual Sections indicate which codes and
standards the Contractor must keep available at the Project Site for
reference.
B. Publication Dates: Where the date of issue of a referenced standard is not
specified, comply with the standard in effect as of date of Contract
Documents.
C. Updated Standards: At the request of the Engineer, Contractor, or authority
having jurisdiction, submit a Change Order proposal where an applicable
.code or standard has been revised and reissued after the date of the Contract
Documents and before performance of Work affected. The Engineer will
decide whether to issue a Change Order.to proceed with the updated
standard.
D. Conflicting Requirements: Where compliance with two or more standards
is specified, and they establish different or conflicting requirements for
minimum quantities or quality levels, the most stringent requirement will be
enforced, unless the Contract Documents indicate otherwise. Refer
requirements that are different, but apparently equal, and uncertainties as to
which quality level is more stringent to the Engineer for a decision before
proceeding.
E. Minimum Quantity or Quality Levels: In every instance the quantity or
quality level shown or specified shall be the minimum to be provided or
performed. The actual installation may comply exactly, within specified
tolerances, with the minimum quantity or quality specified, or it may exceed
that minimum within reasonable limits. In complying with these .
requirements, indicated numeric values are minimum or maximum values,
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as noted, or appropriate for the context of the requirements. Refer instances
of uncertainty to the Engineer for a decision before proceeding.
F. Copies of Standards: Each entity engaged in construction on the Project is
required to be familiar with industry standards applicable to that entity's
construction activity. Copies of applicable standards are not bound with the
Contract Documents.
G. Where copies of standards are needed for performance 'of a required
construction activity, the Contractor shall obtain copies directly from the
publication source.
H. Although copies of standards needed for enforcement of requirements also
may, be included as part of required submittals, the Engineer reserves the
right to require the Contractor to submit additional copies as necessary for
enforcement of requirements.
J. Abbreviations and Names: Trade association names and titles of general
standards are frequently abbreviated. - Where such acronyms or
abbreviations are used in the Specifications or other Contract Documents,
they mean the recognized name of the trade association, standards .
generating organization, authority having jurisdiction, or other entity
applicable to the context of the text provision. Refer to the "Encyclopedia
of Associations," published by Gale Research Co.; available in most
libraries.
1.05 GOVERNING REGULATIONS/AUTHORITIES
A. The Engineer has contacted authorities having jurisdiction where necessary
to obtain information necessary for the preparation of Contract Documents;
that information may or may not be of significance to the Contractor.
Contact authorities having jurisdiction directly for information and decisions
having a bearing on the Work.
B. Copies of Correspondence: During preparation of the Contract Documents,
the Engineer maintained a file of correspondence with authorities having
jurisdiction. This' file is available at the Engineer's office for reference. If
requested, the Engineer will provide copies of correspondence at cost of
reproduction.
C. Attached Copies: Certain items of correspondence are believed to include
information applicable to performance of the Work. These items have been
reproduced and included in the Project Manual at the end of this Section, as
follows:
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D. Copies of Regulations: Obtain copies of the following regulations and
P S
retain at the Project Site, available for reference by parties who have a
reasonable need for such reference:
1.06 SUBMITTALS
A. Permits, Licenses, and Certificates: For the Owner's records, submit copies
of permits, licenses, certifications, inspection reports, releases, jurisdictional
settlements, notices, receipts for fee payments, judgments, and similar
documents, correspondence, and records established in conjunction with
compliance with standards and regulations bearing upon performance of the
Work.
PART 2 GENERAL REQUIREMENTS
2.01 MODIFICATION OF ARTICLES
A. NONE
2.02 USE OF PREMISES
A. The Contractor may post one advertisement sign, which may include a listing of
subcontractors after obtaining approval of the sign and proposed location from the
Owner.
B. The location of the contractors shed(s), materials and equipment storage areas, .
parking areas, etc. shall be as approved by the Owner.
C. All drives and other areas which are used by the contractor shall be kept clear and
usable.
2.03 TEMPORARY FACILITES
A. TEMPORARY FIELD OFFICE: The Owner will not provide'office space or
storage facilities. The Owner will provide space for the Contractor to erect such
facilities. Location of these facilities will be approved by the Owner. The contractor
is expected to maintain on site through the course of the project, available
immediately at any time work is in progress, a legible copy of the plans and
specifications, for use by the job superintendent, the Owner's representative, and
legal authorities.
B. SANITARY CONVENIENCES: The Contractor shall provide and maintain toilets
for workmen. Such facilities, including the use of portable chemical type toilets
shall meet the requirements of the local Health Department.
C. TEMPORARY UTILITIES: Furnished by Contractor.
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2.04 MANUFACTURER'S SPECIFICATIONS AND INSTRUCIONS
A. All manufactured items, materials and equipment shall be installed in strict
accordance with the maker's recommendations except that where the Owner's
specifications are more stringent, the Owner's requirements shall be complied with.
B. At the completion of the project or prior to the final acceptance by the Owner, shall
be provided three (3) complete sets of operating and maintenance instructions, and -
have demonstrated to him procedures for proper operation and maintenance of all
such equipment.
2.05 SUBSTITUTIONS
Certain materials, equipment, methods, and service are required by these specifications to
establish the required standards of quality, function, and appearance. Generally, other
materials, equipment, methods, and service which are proven by evidence satisfactory to the
Owner to meet the required standards will be acceptable. Conditions governing substitutions
are as follows:
A. No substitution of any description will be allowed unless in writing by the Owner.
B. The Contractor, and various subcontractors, shall refer to and comply with additional
substitution requirements of the various technical sections of the specifications.
C. The phrase "Approved, As Approved, In an Approved Manner, Satisfactory,
Acceptable, Similar, Equal" and like words and phrases refer to items which, in the
opinion of the Owner, are similar and equal in all respects to items indicated in the
plans or specifications. The Owner will not be required to prove that an item
proposed for substitution is not equal to the item specified. It will be required that
the contractor submit to the Owner, in writing, all evidence to support his contention
that the proposed substitution is equal to the item indicated in plans and
specifications.
D. Except as otherwise required by the specifications, substitution requests may be
submitted at any time providing the contractor allows sufficient time for
investigation by the Owner, the preparation of shop drawings or submittals,
fabrication and delivery without delaying the work. When it appears that sufficient
lead time has not been allowed the Owner will not consider substitution.
E. After execution of the contract agreement, proposed substitutions will be considered
only if the owner received the advantage of lesser cost with no decrease in quality or
earlier completion date or both, and only when such requests are submitted through
the General Contractor.
The Owner will reject any materials and/or workmanship, either before or after
installation is completed which is not indicated in the drawings or specifications or
substitutions of which have not been accepted by the Owner in writing.
r_ 2.06 PROTECTION OF WORK
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1
f!I A. The Contractor shall at all times provide protection against weather, so as to
maintain all work, materials, apparatus, and fixtures free from injury or damage. At
the end of each day's work, all new work likely to be damaged shall be protected.
B. Wet work shall not be performed when temperature is below 40 degrees F or is
likely to go below 40 degrees F within the ensuing 48 hours except when sufficient
protection heat is provided and the written approval of the Owner is obtained.
C. The Contractor shall furnish, operate and maintain the necessary equipment to keep
excavations, pits, trenches, etc., free of water. Pumping shall be done when and in
such a manner as may be necessary to avoid endangering concrete footings, or other
items.
D. The Contractor and each subcontractor shall protect his work and the work of others
from damage due to his operations and shall repair all damaged work caused either
directly or indirectly by him. .
2.07 COOPERATION OF ALL TRADES
The Contractor and each subcontractor shall arrange the delivery and installing of all items
and materials under his section of Work so as not to delay other trades whose work is
affected by any work of his Section of the Work. Subcontractors are assumed by the Owner
to be reasonably familiar with the entire work, and all of the General and Supplementary
Conditions and any time constraints on the project.
2.08 PROGRESS SCHEDULE
A. The Contractor shall prepare and submit to the Owner for approval a practicable
schedule, showing the order the contractor proposes to carry on the work, the dates
on which he will start the several salient features and the contemplated dates for
completing the same. The schedule shall show all trades and be in the form of a time
phase bar chart.
B. The Contractor shall enter on the chart the actual progress as of the date used for
preparation of the monthly progress payments and submit one copy thereof with the
request for progress payment.
2.09 LAWS AND SAFETY DEVICES
A. The bidder's attention is directed to the fact that all applicable Federal, State, and
Local laws, ordinances, statutes, rules, regulations, orders, codes and building codes
of authorities having legal jurisdiction over the work of this project shall be
complied with during the course of the work. Portions of the specifications or
drawings which may conflict with these shall be promptly brought to the attention of
the Owner.
B. All machinery and equipment used or furnished under the contract shall be protected
by adequate safety devices as required by the rules and regulations of Federal, State,
or local authorities having jurisdiction.
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C. Heavy equipment such as cranes, hoists, etc. shall be operated solely by competent
operators certified or provided by the supplier of such equipment.
2.10 PROJECT CLOSEOUT
The following will be required prior to final payment:
A. Correction of all deficiencies.
B. Submission of list of manufacturers and suppliers.
C. Submission of all required guarantees and certificates.
D. Submission of maintenance and operation information.
E. Submission of waivers of claims and affidavit of payment.
2.11 , INCLUSIONS AND INSPECTIONS
A. All work required by the contract not specifically described in the specifications will
be done, utilizing accepted procedures of the trade in a workmanlike manner
resulting in a quality product.
B. All work will be subject to inspection by the Owner prior to acceptance. Inspection
of the work or payment for the work by the owner shall not be construed as to
relieve the contractor from liability for faulty work or legal violations.
2.12. GUARANTEE
All work in this contract shall be guaranteed for a period of one (1) year from date of final
acceptance unless longer periods are called for in the separate sections of these specifications
or by manufacturer's specifications.
A. All defective materials and labor shall be corrected by the Contractor at no cost to
the Owner.
2.13 RULES AND REGULATIONS FOR CONTRACTORS, SUB-CONTRCTOAS,
MACHINERY ERECTORS, ETC.
A. Equipment, such as power lift trucks, ladders, electric drills, welding equipment, etc.
are to be used only by approved employees.
B. Workers' Compensation is to be in effect on all employees.
C. Contractor shall comply with all safety and health practices required by law.
D. Contractor shall promptly report to Owner, cases of death, occupational disease and
disabling injury caused by work on the job.
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E. Intoxicants or persons under the influence of intoxicants shall not be permitted on
the property
F. Firearms or ammunition are not permitted on the property.
G. All cutting and welding operations are to be strictly supervised by the contractor.
The operations are to be carried on in accordance with written cutting and welding
permit procedures. Before any cutting or welding is done, the contractor is to have a
signed permit by the engineer or designated alternate authorizing the work. All
electric arc welding shall be shielded or curtained to protect others from arc.
H. Fire extinguisher must be available in areas where fire hazards exist from the nature
of contractors work.
J. Work areas and floor or ground areas under work areas shall be barricaded and
danger signs shall be placed by contractor.
K. Throwing of material at or above ground level is prohibited.
L. Crane booms shall be kept at least 20 feet away from overhead power wiring.
M. Tools or material used on overhead work must not be left on scaffolding, beams,
piping or ledges.
N. When excavations are required in close proximity to buildings or to roads an
excavation permit and shoring are required and must be approved by engineer.
O. Contractor shall maintain good housekeeping and stack materials at all times. .
Remove trash daily or more frequently if necessary.
P. Chipping masonry or spray painting inside the building is to be done only after
providing dust proof enclosures and covering the floor to protect it where required.
Debris is to be cleaned up at the end of each work day, and a thorough clean-up
made at the completion of the job.
Q. Gasoline must be transported from tanks in safety cans labeled by Underwriter's
Laboratories and/or OSHA approved.
R. At all times, combustible materials should be kept to the bare minimum and should
be stored well away from buildings.
S. Contractors are to furnish -their employees with any special safety or protective
equipment when required.
PART 3 PRODUCTS AND SUBSTITUTIONS
3.01 SUBSTITUTIONS
A. The requirements for substitutions do not apply to specified contractor
options on products and construction methods. Revisions to contract
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documents, where requested by Owner, or Engineer, are -"changes" not
"substitutions". Request substitutions during bidding period only for
acceptance prior to Contract Date, and include in contract documents.,
Contractor's determination of and compliance with governing regulations
and orders issued by governing authorities do not constitute "substitutions";
and do not constitute a basis for change orders, except as provided for in
Contract Documents. Contractor's request for changes in products, materials
and methods of constructions required by Contract Documents are
considered requests for "substitutions", and are subject to requirements
thereof.
3.02 QUALITY ASSURANCE
A. Source Limitation: To the greatest extent possible, provide products,
materials and equipment of a singular generic kind and from a single source.
B. Compatibility of Options: Where more than one choice is available as
options for contractor's selection of a product or material, select an option
which is compatible with other products and materials already selected.
3.03 SUBMITTALS
A. Submit three (3) copies, fully identified for product and method being
replaced by substitution, including related specification section and drawing
number(s), and fully documented to show compliance with requirements for
substitutions. Include product data/drawings, description of methods,
samples where applicable, contractor's detailed comparison of significant
qualities between specified items and proposed substitutions, statement of
effect on construction time and coordination with other affected work, cost
information or proposal, and contractor's statement to the effect that
proposed substitution will result in overall work equal -to -better than work
originally indicated.
Requests for substitution based on the paragraph above, when
forwarded by a contractor to the Engineer, are understood to mean.
that contractor:
a. represents that he has personally investigated the proposed
substitute product and determined that it is equal or superior
in all respects to that specified.
b. Will provide the same guarantee for the substitution that he
would for that specified.
C. Certifies that the cost data presented is complete and in-
cludes all related costs under this contract,' but excludes costs
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-� under separate contracts and the Engineer's re -design costs,
and that he waives all claims for additional costs related to
the substitution when subsequently becomes apparent; and
d. Will coordinate the installation of the accepted substitute,
making such changes as may be required for the work to be
complete in all respects.
B. Substitutions will not be considered if
1. They are indicated or implied on shop drawing submissions without
the formal request, or;
2. For their implementation they require a substantial revision of the
contract documents in order to accommodate their use, or;
3. The contract has already been awarded.
3.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle and store products in accordance with manufacturer's
recommendations and by methods and means which will prevent damage,
deterioration, and loss including theft. Control delivery schedules to
minimize long term storage at site and overcrowding of construction spaces.
In particular, provide delivery/installation coordination to ensure minimum
holding or storage times for products recognized to be flammable, .
hazardous, easily, damaged or sensitive to deterioration, theft and other
sources of loss.
3.05 WARRANTYS (GUARANTEES)
A. Refer to Supplementary General Conditions and other individual sections of
Divisions 2 through 16 for the determination of units of work which are
required to be specifically or individually warranted, and for the specific
requirements and terms of those warranties (or guarantees).
B. General Limitations: It is recognized that specific warranties are intended
primarily to protect Owner against. failure of the work to perform as
required, and against deficient, defective and faulty materials and
workmanship, regardless of sources. Except as otherwise indicated, specific
warranties do not cover failures in the work which result from: (1) unusual
and abnormal phenomena of the elements, (2) the Owner's misuse,
maltreatment or improper maintenance of the work, (3) vandalism after
time of substantial completion, or (4) insurrection or acts of aggression
including war.
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UC. Related Damages and Losses: In connection with contractor's correction of
warranted work which has failed, remove and replace other work of project
which has been damaged as a result of such failure, or must be removed and
replaced to provide access for correction of warranted work.
D. Reinstatement of Warranty Period: Except as otherwise indicated, when
work covered by a special project warranty or product warranty has failed
and has been corrected by replacement or restoration, reinstate warranty
with written endorsement for the original warranty time period, starting on
day of acceptance or replaced or restored work.
3.06 PRODUCT SELECTION
A. General Product Compliances: The compliance requirements, for individual
products as indicated in contract documents, are multiple in nature and may
include generic, descriptive, proprietary, performance, prescriptive
compliance with standards, compliance with codes, conformance with
graphic details and other similar forms and methods of indicated
requirements, all of which must be complied with. Also, "allowances" and
similar provisions of contract documents will have a bearing on selection
process.
B. Asbestos Containing Materials: No asbestos containing material may be
used in this facility, including but not limited to sprayed on insulation, pipe
insulation, floor tile, mastic, adhesive, patch materials, wiring insulation, or
acoustical treatment.
C. .Procedures for Selecting Products: Contractor's options for selecting
products are limited by contract document requirements, and governing
regulations, and are controlled by industry traditions or procedures
experienced by contractor on previous construction projects. Required
procedures include, but are not necessarily limited to, the following for
various indicated methods of specifying:
1. Single Product/Manufacturer Name: Provide product indicated,
except advise Engineer before proceeding, where known that named
product is not a feasible or acceptable selection.
2. Three or More Product/Manufacturer Names: Provide one of the
named products, at contractor's option; but excluding products which
do not comply with requirements. Do not provide or offer to
provide unnamed product, except through the pre -bid process of
request for substitution as outlined in the General and
Supplementary Conditions.
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3. "Or Equal": Where named products in specifications text are
accompanied by the term "or equal", or other language of similar
effect, comply with those contract document provisions concerning
"substitutions" for obtaining Engineer's approval (or change order)
to provide an unnamed product.
4. "Named": Except as otherwise indicated is defined to mean
manufacturer's name for product, as recorded in published product
literature, of latest issue as of date of contract documents. Refer
requests to use products of a later (or earlier) model to Engineer for
acceptance before proceeding.
5. Standards, Code and Regulations: Where compliance with an
imposed standard, code or regulation is required, selection from
among products which comply with requirements including those
standards, codes and regulations is contractor's option.
6. Performance Requirements: Provide products which comply with
specific performances indicated, and which are recommended by
.manufacturer (in published product literature or by individual
certification) for application indicated. Overall performance of a
- ` product is implied where product is specified for specific
performances.
7. Prescriptive Requirements: Provide products which have. been
products in accordance with prescriptive requirements, using
specified ingredients and components, and complying with specified
requirements for mixing, fabricating, curing, finishing, testing and
similar operations in manufacturing process.
8. .Visual Matching: Where matching of an established sample is
required, final judgment of whether a product proposed by
contractor matches sample satisfactorily is Engineer's judgment.
Where no product within specified cost category is available, which
matches sample satisfactorily and complies with requirements,
comply with contract document provisions concerning
"substitutions" and "change orders" for selection of a matching
product outside established cost category or not complying with
requirements.
3.07 SUBSTITUTIONS
A. The contractor's request for substitution will be received and considered.
when extensive revisions to contract documents are not required and
changes are in keeping with general intent of contract documents; when
timely, fully documented and properly submitted; and when one or more of
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the following conditions is satisfied, all as judged by the Engineer.
Otherwise, requests will be returned without action except to record non-
compliance with these requirements.
1. When request is directly related to an "or equal" clause or other
language of same effect in contract documents.
2. Where required product, material or method cannot be provided
within contract time, but not as a result of contractor's failure to
pursue the work promptly or coordinate various activities properly
3. Where required product, material or method cannot be provided in a
manner which is compatible with other materials of the work, or
cannot be properly coordinated therewith; or cannot be warranted
(guaranteed) as required, or cannot be used without adversely
affecting Owner's insurance coverage on completed work, or will
encounter other substantial non -compliances which are not possible
to otherwise overcome except by making requested substitution,
which contractor thereby certified to overcome such non -
compatibility, non -coordination, non -warranty, non -insurability or
other non-compliance as claimed.
j 4. Where required product, material or method cannot receive required
approval by a governing authority, and requested substitution can be
so approved.
Where substantial advantage is offered Owner, in terms of cost, time
or other valuable considerations; after deducting offsetting
responsibilities, Owner may be required to bear, including additional
compensation to Engineer for redesign and evaluation services, in-
creased cost of other work by Owner or separate contractors, and
similar considerations.
B. Submittal Time: Request for approval shall be submitted at least 7 calendar
days prior to the date set for receipt of bids. No consideration will be given
to submittals after that time. At least 3 calendar days prior to the date set for
receipt of bids, an Addendum will be issued to all bidders of record listing
items, in the judgment of the Engineer, as equal to that specified.
C. Work Related Submittals: Contractor's submittal of, and Engineer's
acceptance of, shop drawings, product data or samples which indicate work
not complying with requirements of contract documents, does not constitute
an acceptable and valid request for, nor approval of, a substitution.
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PART 4 GRADES, LINES, AND LEVELS
4.01 LINES AND LEVELS
A. Owner will establish lot -lines and restrictions.
B. General Construction Contractor shall establish 2 remote bench marks
(monuments), and shall maintain them through the course of all Contracts of
the Project.
C. General Construction Contractor shall lay out site improvements. Lay -out
shall be performed under the supervision of a person who is a licensed
engineer and/or surveyor.
D. As work progresses, General Construction Contractor shall establish bench
marks at each floor, giving exact levels of various floors.
E. As work progresses, General Construction Contractor shall lay out the exact
location of all partitions and base -lines as a guide to all trades.
F. All other grades, lines, levels, and bench marks shall be established by the
Contract requiring them, and they shall be responsible for same. These shall
be determined from established base -lines and bench marks.
END OF SECTION
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l SECTION 2000
EARTHWORK
PART1 GENERAL
1.01 DEFINITIONS
A. The following terms shall have the meanings ascribed to them in this Article,
wherever they appear in this Section.
1.
Earth Excavation: The removal of all surface and subsurface material
not classified as rock (as defined below).
2.
Rock: Limestone, sandstone, shale, granite, and similar material in solid
beds or masses in its original or stratified position which can be removed
only by blasting operations, drilling, wedging, or use of pneumatic tools,
and boulders with a volume greater than 1.0 cu yd. Concrete building
foundations and concrete slabs, not indicated, with a volume greater than
1.0 cu yd shall be classified as rock.
a. Limestone, sandstone, shale, granite, and similar material in a
broken or weathered condition which can be removed with an
excavator or backhoe equipped with a bucket with ripping teeth
or any other style bucket shall be classified as earth excavation.
b. Masonry building foundations, whether indicated or not, shall be
classified as earth excavation.
3.
Subgrade Surface: Surface upon which subbase or topsoil is placed.
4.
Subbase: Select granular material or subbase course Type 2 which is
placed immediately beneath pavement or concrete slabs.
5.
Foundation Bearing Grade: Grade/elevation at which the bottom -of -
footings are constructed.
6.
Maximum Density: The dry, unit weight in pounds per cubic foot of the
soil at "Optimum Moisture Content" when determined by ASTM D 698
(Standard Proctor), or ASTM D 1557 (Modified Proctor).
7.
Structures: Buildings, footings, foundations, retaining walls, slabs,.
tanks, mechanical and electrical appurtenances, or other man-made
stationary features constructed'above or below the ground surface.,
8.
Landscaped Areas: Areas not covered by structures, walks, roads,
paving, or parking.
9.
Unauthorized Excavation: The removal of material below required
elevation indicated on the Drawings or beyond lateral dimensions
indicated or specified without specific written direction by the Owner's
Representative.
10.
Grading Limit Line (Shown on Drawings): Limits of grading,
excavations and filling required for the work of this contract. Unless
specifically noted otherwise, the Grading Limit Line and Contract Limit
Line shall be considered the same.
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1.02 SUBMITTALS
A. Product Data:
1. Filter Fabric: Manufacturer's catalog sheets, specifications, and
installation instructions.
B. Samples: Submit samples as follows. Take the samples in the presence of the
Owner's Representative, and submit to the Owners Representative the laboratory
test results for gradation, proctors and soundness tests, when required. These
tests shall be performed in accordance with ASTM standards, shall be performed
and signed by a certified soils laboratory, and shall be submitted as part of the
original submittal. At a minimum the samples taken shall be of the following
quantities:
1. Select Granular Material: 50 - 60 lb. (Two Samples).-
2. Subbase Course Type 2: 50 - 60 lb. (Two Samples).
3. Selected Fill: 40 - 50 lb.
4. Cushion Material: 30 lb.
5. Crushed Stone: 30 lb
6. Pea Gravel: 40 — 50 lb.
C. Quality Control Submittals:
1. Excavation Procedure: Submit a lay out drawing or detailed outline of
intended excavation procedure for the Owner's information. This
submittal will not relieve the Contractor of responsibility for the
successful performance of intended excavation methods.
' 2. Subbase Materials: Name and location of source and the DOT Source
Number. If the material is not being taken from an approved DOT
Source the results of the gradation and soundness tests performed by an
ASTM certified soils laboratory will be required.
3. Other Aggregates: Name and location of source and soil laboratory test
results.
1.03 PROJECT CONDITIONS
A. Protect existing trees and plants during performance of the Work unless
otherwise indicated. Box trees and plants indicated to remain within the grading
limit line with temporary steel fencing or solidly constructed wood barricades as
required. - Protect root systems from smothering. Do not store excavated
material, or allow vehicular traffic or parking within the branch drip line.
Restrict foot traffic to prevent excessive compaction of soil over root systems.
B. Cold Weather Requirements: When freezing temperatures are predicted, do not
excavate to final required elevations for pipe, conduit or equipment requiring
concrete work unless concrete can be placed immediately. Retain enough earth
over the bottom elevation of excavations to prevent frost penetration.
C. Cold Weather Requirements:
1. Excavation: When freezing temperatures are anticipated, do not
excavate to final required elevations for concrete work unless concrete
can be placed immediately.
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2. Backfilling: If backfill is being placed during freezing temperatures the
backfilling operations shall be monitored by the Owner's Representative
and the following procedures shall be followed:
a. Frozen ground shall be removed in its entirety from beneath and
five feet beyond the area of fill placement.
b. The fill material placed shall consist of Selected Fill and shall be
free of all frozen chunks that exceed four inches in size. The
material transported to the project site shall only consist of
material excavated from below the frost depth.
C. At the end of the work day, the area of fill placement shall be
covered with insulated blankets, or left unprotected. Other
means of protection (hay, wood chips, etc.) may also be used for
protection provided it is approved by the Owner's
Representative.
d. Following work day, remove the insulated blankets and/or strip
the area of all frozen material as specified previously.
e. Upon establishing the subgrade elevations, protect the grades
with insulated blankets or place additional material that will
adequately insulate the exposed earth surface from frost. This
additional fill or protective material shall be stripped just prior to
pouring concrete.
PART 2 PRODUCTS
2.01 MATERIALS
A. Select Granular Material: Stockpiled, sound, durable, sand, gravel, stone, or
blends of these materials, free from organic and other deleterious materials.
Comply with the gradation and material requirements specified below:
Sieve
Percent Passing
Sieve Size
Size o enin mm
2 inch
50.8
100
1/4 inch
6.35
30-65
No. 40
0.425
5-40
No. 200
0.075
0-10
1. Magnesium Sulfate Soundness Test: 20 percent maximum loss by
weight after four test cycles.
2. Plasticity Index: The plasticity index of the material passing the No. 40
mesh sieve shall not exceed 5.0.
3. Elongated Particles: Not more than 30 percent, by weight, of the
particles retained on a 1/2 inch sieve shall consist of flat or elongated
particles. A flat or elongated particle is defined as one which has its
greatest dimension more than three times its least dimension.
B. Subbase Course Type 2: Stockpiled, crushed ledge rock or approved blast
furnace slag. Comply with the gradation and material requirements specified
below:
2000 - 3 Project No. 10-315

Mountaire — Waste Improvement
Lumber Bridge, NC
Sieve
Percent Passing
Sieve Size
Size opening mm
2 inch
50.8
100
1/4 inch
6.35
25-60
No. 40
0.425
5-40
No. 200
0.075
0-10
1.. Magnesium Sulfate Soundness Test: 20 percent maximum loss by
weight after four test cycles.
2. Plasticity Index: The plasticity index of the material passing the No. 40
mesh sieve shall not exceed 5.0.
3. Elongated Particles: Not more than 30 percent, by weight, of the
particles retained on a 1/2 inch sieve shall consist of flat or elongated
particles. A flat or elongated particle is defined as one which has its
greatest dimension more than three times its least dimension.
C. Selected Fill: Sound, durable, sand, gravel, stone, or blends of these materials,
free from organic and other deleterious materials. Comply with the gradation
requirements specified below:
Sieve
Percent Passing
Sieve Size
Size opening nim
4 inch
101.6
100
No. 40
0.425
0-70
No. 200
0.075
0-15
D. Suitable Material (Fill and Backfill for Landscaped Areas): Material consisting
of mineral soil (inorganic), blasted or broken rock and similar materials of natural
or man-made origin, including mixtures thereof. Maximum particle size shall not
exceed 2/3 of the specified layer thickness prior to compaction. NOTE: Material
containing cinders, industrial waste, sludge, building rubble, land fill, muck, and
peat shall be considered unsuitable for fill and backfll, except topsoil and
organic silt may be used as suitable material in landscaped areas provided it is
placed in the top layer of the subgrade surface.
E. Cushion Material: Shall consist of clean, hard, durable, uncoated particles, free
from lumps of clay and all deleterious substances and shall meet the following.
gradation requirements:
Sieve Size
Percent Passing
Sieve Size
Size opening mm
1/4 inch
6.35
100
No. 60
0.25
0-35
No. 100
0.15
0-10
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Mountaire — Waste Improvement
Lumber Bridge, NC
F. Rip Rap: Fine, Light, Medium or Heavy Stone Filling that complies with DOT
Article 620-2.02 for stone filling.
G. Pea Gravel: Comply with DOT Article 703-02 for screened gravel.
Sieve
Percent Passing
Sieve Size
Size op enin mm
1/2 inch
12.7
100
1/4 inch
6.35
90-100
1/8 inch
3.17
0-15
No. 200 Sieve
0.075
0-1
H. Item B-12: Equal.Blend of No.1 and No. 2 Crushed Stone that complies with
material requirements of DOT Article 703-02, crushed stone only.
Sieve
Percent Passing
Sieve Size
Size opening mm
1-1/2 inch
38.1
100
1 inch
25.4
95-100
'h inch
12.7
45-60
'/4 inch
6.35
0-15
I. No. 1 Coarse Aggregate: Crushed Stone that complies with material
requirements of DOT Article 703-02 and meets the following gradation.
Sieve
Percent Passing
Sieve Size
Size o enin mm
1-1/2 inch
38.1
100
1 inch
25.4
95-100
1/2 inch
12.7
45-60
1/4 inch
6.35
0-15
J. No. 2 Coarse Aggregate: Crushed Stone that complies with material
requirements of DOT Article 703-02 and meets the following gradation.
Sieve
Percent Passing
Sieve Size
Size opening mm
1-1/2 inch
38.1
100
1 inch
25.4
90-100
1/2 inch
12.7
0-15
K. Marker Tape: FL Industries Blackburn/Holub's Type YT6, or Seton Nameplate
Corporations Type 6 ELE, imprinted with message suited to item buried below.
2.02 GEOTECHNICAL FABRICS
A. Filter Fabric (GeoTextile)
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Mountaire — Waste Improvement
Lumber Bridge, NC
1. Drainage and Erosion Control: Amoco 1199 & 2019, Maccaferri
MacTex MX140 & MX155, Mirafi 140N & 160N, Fiberweave 403 &
404 or equivalent.
2. Separation for foundation drains, underdrains, undercuts: GeoTex 801,
Contech Construction Products Inc. C-180, Synthetic Industries Geotex
250ST & 315ST, Mirafi Geolon BP570 & BPI 500 or equivalent.
3. Separation/Stabilization beneath pavements: Amoco 4551, Bonded
Fibers Products PN080, Maccaferri Gabions MacTex MX275 & 340,
Mirafi 160N & 180N or equivalent.
2.03 BRICK AND MORTAR
A. Manhole Brick: Standard size, ASTM C 32, Grade MS.
B. Mortar Materials: Dry packaged, proportioned for Type M unit masonry mortar,
complying with ASTM C 387.
PART 3 EXECUTION
3.01 CLEARING AND GRUBBING
A. Clear and grub the site within the Grading Limit Line (GLL) of trees, shrubs,
brush, other prominent vegetation, debris, and obstructions except for those items
indicated to remain. Completely remove stumps and roots protruding through the
-1 ground surface.
B. Fill depressions caused by the clearing and grubbing operations in accordance
with the requirements for filling and backfilling, unless further excavation is
indicated.
3.02 UNDERGROUND UTILITIES
A. Locate existing underground utilities prior to commencing excavation work.
Determine exact utility locations by hand excavated test pits. Support and
protect utilities to remain in place.
B. Do not interrupt existing utilities that are in service until temporary or new
utilities are installed and operational.
C. Utilities to remain in service: Shall be re-routed as shown on the Contract
Drawings.
D. Utilities abandoned beneath and five feet laterally beyond the structure's
proposed footprint shall be removed in their entirety. Excavations required for
their removal shall be backfilled and compacted as specified herein.
E. Utilities located outside the limits specified above may, be abandoned in place
provided their ends are adequately plugged as described below.
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Mountaire — Waste Improvement
Lumber Bridge, NC
% 1. Permanently close open ends of abandoned underground utilities
exposed by excavations, which extend outside the limits of the area to be
excavated.
2. Close open ends of metallic conduit and pipe with threaded galvanized
metal caps or plastic plugs or other approved method for the type of
material and size of pipe. Do not use wood plugs.
3. Close open ends of concrete and masonry utilities with concrete or flow -
able fill.
3.03 EXCAVATION
A. Excavate earth as required for the Work.
B. Install and maintain all erosion and sedimentation controls during all earthwork
operations as specified on the Contract Drawings or as directed by local officials.
If the erosion and sedimentation controls specified by the local officials are more
stringent than those specified on the Contract Drawings contact the Owner's
Representative.
C. Maintain sides and slopes of excavations in a safe condition until completion of
backfilling. Comply with Code of Federal Regulations Title 29 - Labor, Part
1926 (OSHA).
1. Trenches: Deposit excavated material on one side of trench only. Trim
banks of excavated material to prevent cave-ins and prevent material
from falling or sliding into trench. Keep a clear footway between
—� excavated material and trench edge. Maintain areas to allow free
drainage of surface water..
D. Stockpile excavated materials classified as suitable material where directed, until
required for fill. Place, grade, and shape stockpiles for proper drainage as
approved by the Owner's Representative.
E. Excavation for Structures: Conform to elevations, lines, and limits indicated.
Excavate to a vertical tolerance of plus or minus 1 inch. Extend excavation a
sufficient lateral distance to provide clearance to execute the Work.
F. Footings and Foundations: The foundation bearing grade shall be established
just prior to constructing the concrete foundations when concrete is to bear on
undisturbed soil.
G. Concrete Slabs, Floors and Bases: Excavate to the following depths below
bottom of concrete for addition of select granular material:
1. Interior Floors: 6 inches unless otherwise indicated.
2. Exterior Slabs and Steps: 12 inches unless otherwise indicated.
H. Pipe Trenches and/or Bell and Spigot Pipe Trenches: Open only enough trench
length to facilitate laying pipe sections. Unless otherwise indicated on the
Drawings, excavate trenches approximately'24 inches wide plus the outside pipe
diameter, equally divided on each. side of pipe centerline. Cut trenches to cross
2000 - 7 Project No. 10-315

Mountaire — Waste Improvement
Lumber Bridge, NC
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f section, elevation, profile, line, and grade indicated. Accurately grade and shape
trench bottom for uniform bearing of pipe.
1. Trench in Rock: Excavate an additional 6 inches below bottom of pipe
for bed of cushion material under the piping.
I. Conduit, Cable, Tubing and Piping (other than Bell and Spigot): Provide
sufficient trench width for installation and to accommodate special backfill when
specified.
Underground Storage Tanks: Excavate as required to install tank and to
accommodate special backfill.
K. Open Ditches: Cut ditches to cross sections and grades indicated.
L. Pavement: Excavate to subgrade surface elevation.
M. Unauthorized Excavations: Unless otherwise directed, backfill unauthorized
excavation under footings, foundation bases, and retaining walls with compacted
select granular material without altering the required footing elevation.
Elsewhere, backfill and. compact unauthorized excavation as specified for
authorized excavation of the same classification, unless otherwise directed by the
Owner.
1. Unauthorized excavations under structural Work such as footings,
foundation bases, and retaining walls shall be reported immediately to
the Owner before any concrete or backfilling Work commences.
N. Notify the Owner's Representative upon completion of excavation operations.
Do not proceed'with the Work until the excavation is inspected and approved.
Inspection of the excavation by the Owner's Representative will be made on 3
working days notice.
3.04 DEWATERING
A. Prevent surface and subsurface water from flowing into excavations and trenches
and from flooding the site and surrounding area.
B. Do not allow water to accumulate in excavations or trenches. Remove water
from all excavations immediately to prevent softening of foundation bottoms,
undercutting footings, and soil changes detrimental to the stability of subgrades
and foundations. Furnish and maintain pumps, sumps, suction and discharge
piping systems, and other system components necessary to convey the water
away from the Site.
C. Convey water removed from excavations, and rain water, to collecting or run-off
area. Cut and maintain temporary drainage. ditches and provide other necessary
diversions outside excavation limits for each structure. Do not use trench
excavations as temporary drainage ditches.
D. Provide temporary controls to restrict the velocity of discharged water as
necessary to prevent erosion and siltation of receiving areas.
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Mountaire — Waste Improvement
Lumber Bridge, NC
3.05 PLACING FILTER FABRIC
A. Place and overlap filter fabric in accordance with the manufacturer's installation
instructions, unless otherwise shown.
B. Cover tears and other damaged areas with additional filter fabric layer extending
3 feet beyond the damage.
C. Do not permit traffic or construction equipment directly on filter fabric.
D. Backfill over filter fabric within two weeks after placement. Backfill in
accordance with the fabric manufacturer's instructions and in a manner to prevent
damage to the fabric.
3.06 PLACING FILL AND BACKFILL
A. Surface Preparation of Fill Areas: Strip topsoil, remaining vegetation, and other
deleterious materials prior to placement of fill. Remove all asphalt pavement in
its entirety from areas requiring the placement of fill or break up old pavements
to a maximum size of four inches. Prior to placement of fill, smooth out and
compact areas where wheel rutting has occurred due to stripping or earthwork
operations.
B. Excavations: Backfill as promptly as practicable, but only after approval by the
Owner's Representative. Do not backfill with excavated material unless it meets
the requirements of this Section.
C. Place backfill and fill materials in layers not more than 8 inches thick in loose
depth unless otherwise specified. Before compaction, moisten or aerate each
layer as necessary to facilitate compaction to the required density. Do not place
backfill or fill material on surfaces that are muddy, frozen, or covered with ice.
1. Place fill and backfill against foundation walls, and in confined areas
(such as trenches) not easily accessible by larger compaction equipment,
in maximum six inch thick (loose depth) layers.
2. For Open Graded Stone/Clean Stone (Item B-12, No. 1 crushed stone,
No. 2 crushed stone, etc.) in access of six inches: Material must be
wrapped in separation fabric.
D. Prevent wedging action of backfill against structures by placing Backfill
uniformly around structure to approximately same elevation in each layer. Place
backfill against walls of structures containing basements or crawl spaces only
after the first floor structural members are in place.
E. Under Exterior Concrete Slabs and Steps:
1. Up to Subgrade Surface Elevation: Place selected fill when fill or
backfill is required.
2. Subbase Material: Place 12 inches of select granular material over
subgrade surface.
2000 - 9
Project No. 10-315

Mountaire — Waste Improvement
Lumber Bridge, NC
F. Under Interior Concrete Slabs:
1. Up to Subgrade Surface Elevation: Place selected fill when fill or
backfill is required.
2. Subbase Material: Place six inches of select granular material over
subgrade surface.
G. Under Pavements and Walks:
1. Up to Subgrade Surface Elevation: Place selected fill when fill or
backfill is required.
2. Subbase Material: Place as indicated.
H. .Landscaped Areas: Place suitable material when required to complete fill or
backfill areas up to subgrade surface elevation. Do not use material containing
rocks over four inches in diameter within the top 12 inches of suitable material.
I. Plastic Pipe in Trenches: Place cushion material a minimum of six in deep
under pipe, 12 inches on both sides, and 12 inches above top of pipe. Complete
balance of backfill as specified.
J. Copper Tubing and Steel Gas Pipe in Trenches: Place cushion material a
minimum of six inches deep under pipe, six inches on both sides, and 4 inches
over top of pipe. Complete balance of backfill as specified.
K. Rigid Non -Metallic Conduit: Except where concrete encasement is required,
place cushion material a minimum of four inches deep under conduit, four inches
on both sides, and 12 inches over top of conduit. Complete balance of backfill as
specified.
3.07 COMPACTION
A. All materials with exception of open graded stone (No. 2 Crushed Stone, No. 1
Crushed Stone, Item B-12, etc.):
1. Compact each layer of fill and backfill for the following area
classifications to the percentage of maximum density specified below
and at a moisture content suitable to obtain the required densities, but at
not less than three percent drier or more than two percent wetter than the
optimum content as determined by ASTM D 698 (Standard Proctor) or
1557 (Modified Proctor).
a. Structures (entire area within ten feet outside perimeter): 95
percent.
b. Concrete Slabs and Steps: 95 percent.
C. Landscaped Areas: 90 percent.
d. Pavements and Walks: 95 percent.
e. Pipes and Tunnels: 95 percent.
f. Pipe Bedding: 95 percent.If a compacted layer fails to meet the
specified• percentage of maximum density, the layer will be re -compacted
and retested. If compaction cannot be achieved the material/layer will be
removed and replaced. No additional material may be placed over a
compacted layer until the specified density is achieved
2000 - 10 Project No. 10-315

Mountaire — Waste Improvement
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B. Open graded Stone (Item B-12, No. 1 crushed stone, etc): Place material in
maximum twelve inch lifts. Each lift shall be raked smooth and compacted
through several passes of a walk behind vibratory roller.
C. Compaction Testing is required.
3.08 GRADING
A. Rough Grading: Trim and grade area within the Grading Limit Line and
excavations outside the limit line, required by this Contract, to a level of four
inches below the finish grades indicated unless otherwise specified herein or
where greater depths are indicated. Provide smooth uniform transition to
adjacent areas.
B. Finish Grading: Finish surfaces free from irregular surface changes, and as
follows:
1. Grassed Areas: Finish areas to receive topsoil to within 1 inch above or
below the required subgrade surface elevations.
2. Walks and Pavements: Place and compact subbase'material as specified.
. Shape surface of areas to required line, grade and cross section, with the
finish surface not more than 1/2 inch above or below the required
subbase elevation.
3. Building Slabs: Grade subbase material smooth and even, free of voids,
compacted as specified to within 1/4 inch above or below required
�. subbase elevation.
C. Spread approved topsoil directly upon prepared subgrade surface to a depth
measuring 4 inches after natural settlement of the topsoil has occurred in areas to
be seeded or to receive sod. Place to greater depth when necessary to adjust
grades to required elevations.
1. Approved existing topsoil within the Grading Limit Line may be used.
Provide additional topsoil from outside sources as required.
D. Finish topsoil surface free of depressions which will trap water, free of stones
over 1 inch in any dimension, and free of debris.
3.09 RESTORATION
A. Restore pavements, walks, curbs, lawns, and other exterior surfaces damaged
during performance of the Work to match the appearance and performance of
existing corresponding surfaces as closely as practicable.
B. Topsoil and seed or sod damaged lawn areas outside the GLL and new lawn
areas inside the GLL. Water as required until physical completion of the Work.
3.10 DISPOSAL OF EXCESS AND UNSUITABLE MATERIALS
A. Remove from State property and dispose of excess and unsuitable materials,
including materials resulting from clearing and grubbing and removal of existing
improvements.
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Mountaire — Waste Improvement
Lumber Bridge, NC
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B. Transport excess and unsuitable materials, including materials resulting from
clearing and grubbing and removal of existing improvements, to spoil areas on
State property designated by the Owner's Representative, and dispose of such
materials as directed.
3.11 FIELD QUALITY CONTROL
A. Compaction Testing: Notify the Owner's Representative at least 3 working days
in advance of all phases of filling and backfilling operations. Compaction testing
will be performed by the Owner's Representative to ascertain the compacted
density of the fill and backfill materials. Compaction testing will be performed'
on certain layers of the fill and backfill as determined by the Owner's
Representative. If a compacted. layer fails to meet the specified percentage of
maximum density, the layer shall be re -compacted and will be retested. No
additional material may be placed over a compacted layer until the specified
density is achieved.
3.12 PROTECTION
A. Protect graded areas from traffic and erosion, and keep them free of trash and
debris.
END OF SECTION
2000 - 12 Project No. 10-315

Mountaire — 2010 Waste Improvement
/--) Lumber Bridge, NC '
J SECTION 16000
WASTEWATER PIPING SYSTEM
PART 1 GENERAL
1.01 DEFINITIONS
A. Company Field Advisor: An employee of the Company which lists and
markets the primary components of the system under their name who is
certified in writing by the Company to be technically qualified in design,
installation and servicing of the required products or an employee of an
organization certified by the foregoing Company to be technically qualified
in design, installation and servicing of the required products.
1.02 SYSTEM DESCRIPTION
A. A completely operational waste water treatment piping installation
including pumps, flow metering equipment, air compressor equipment,
motor controllers, piping, plastic and metal fabrications, valves, painting,
etc for the treatment of process wastewater.
1.03 SUBMITTALS
A. Product Data: Catalog sheets, specifications.
1. Sewage Pumps & Chemical Pumps:
a. Dimensions.
b. Illustration/description of construction.
C. Hydraulic performance curve. .
d. Pump performance as a function'of rotor speed. (Metering
Pumps).
2. Pump controls.
4. Flow Metering Equipment:
a. Dimensions for all items.
b. Electrical wiring diagram for interconnection of flow
metering equipment.
5. Valves (all types).
6. Pressure gages.
7. Ductile iron piping.
8. Flange adapters.
12. Pipe saddle.
13. Paints and.Coatings:
a. Furnish the manufacturer's recommended directions for
application of the paints and coatings.
14. -.Safety apparel.
15. Diffusers.
15000 - 1 Project No. 10-315

Mountaire — 2010 Waste. Improvement
Lumber Bridge, NC
�- B. Shop Drawings:
1. Detailed and completely dimensioned drawings for fabrications
including platforms, handrails,_grating, vertical ladders, protective
ladder cage, flow recorder support, pump control support, etc.
2. Detailed and completely dimensioned drawing of each major piece
of equipment of Waste Water Treatment System.
3. Motor Controller Electric Schematic Wiring Diagrams:
a. Furnish schematic control wiring diagrams for the motor
controllers.
b. Show control of equipment action, its sequence of
operation, and its relationship with the action other
interrelated equipment.
C. The control wiring diagrams shall be specifically prepared
for this contract and reprinted copies of catalog wiring
diagrams, modified for this contract, or wiring diagrams
previously prepared for other customers, will be rejected `
and returned as not approved.
C. Quality Control Submittals:
1. Company Field Advisor Data:
a. Name, business address and telephone number of
Company Field Advisor secured for the required services.
b. Certified statement from the Company listing the
qualifications of the Company Field Advisor.
C. Services and, each. product for which authorization is given
by the Company, listed specifically for this.project.
2. Test Reports, Pump Test Curves:
a. In addition to the catalog�curves, furnish pump curves, for
tests conducted in compliance with the standards of the
Hydraulic Institute and performed at the pump
manufacturer's plant.
b, Furnish tests for all pumps.
C. Furnish -curves for tests performed on the actual
assembled pumps to be furnished. Curves derived from
tests made on models, at reduced speeds, or equal pumps
fabricated for others at a previous date will be rejected and
returned as not approved. -
d. Submit tabulated test data results together with the graphic
performance curves for each pump. Present curves, in
English Units, for total dynamic head, efficiency, and
horsepower as functions of discharge rate. Include all
specific points listed in Paragraph 2.02 A. on the curve
plots.
e. Furnish curves from tests that are witnessed, dated, and
- . certified correct by the Company Field Advisor.
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Mountaire — 2010 Waste Improvement
Lumber Bridge, NC
1.04 MAINTENANCE
A. Manuals: Provide maintenance manuals bound within soft covers for
each item of equipment furnished for the pumping station. Identify the
equipment on the front covers and present in triplicate to the Owner's
Representative.
B. Spare Parts: Deliver the following materials to the Owner's
Representative in unopened containers, correctly identified and with their
factory labels attached as directed in the contract.
C. Lubrication Charts:
1. Furnish one set of lubrication charts sealed in rigid laminated
plastic and framed for wall mounting. Mount charts at the pump
location.
2. Furnish a second set of lubrication charts to the Owner's
Representative inside protective plastic sheets with preformed
holes for binding.
PART- 2 PRODUCTS
2.01 PIPING
A. Pipe:
1.
Ductile Cast Iron:
a.
Sizes as shown: on the drawings.
b.
ANSI A 21.51 pipe barrel.
C.
Class 53 thickness.
d.
ANSI A 21.4 cement lining.
e.
ANSI Class 125 flange connections.
2.
Galvanized:
a.
Size as shown on the drawings.
b.
ASTM A 120 or ASTM A 53.
C.
Schedule 40 pipe.
d.
Threaded connections.
3.
Polyvinyl Chloride (PVC):
a.
Sizes as shown on the drawings.
b.
Schedule 80.
C. .
Extruded, unplasticized, Type-1, Grade 1.
d.
ASTM'D 1784 and ASTM D 1785.
e.
Threaded and cemented joint connections.
4.
Chlorinated
Polyvinyl Chloride (CPVC):
a.
Size as shown on the drawings.
b.
Schedule 80.
C.
Type IV, Grade 1.
d.
Threaded or cemented joint connections.
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Mountaire — 2010 Waste Improvement
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B. Fittings:
1.
Ductile Cast Iron:
a. Sizes and types as shown on the drawings. -
b. ANSI A 21.10/ANSI B16.1 Class 125 flanges..
C. ANSI A 21.4 cement lining.
2.
Galvanized:
a. Size and types as shown on the drawings.
b. ANSI 'B16.3, Class 150 malleable iron.
C. Class 250 brass to iron seat malleable iron unions.
d. Threaded joint connections.
3.
'Polyvinyl Chloride (PVS):
a. Sizes and types as shown on the drawings.
b. Schedule 80 fittings.
4.
Chlorinated Polyvinyl Chloride (CPVC):
a. Size and types as shown on the drawings.
b. Schedule 80 fittings.
C. Pipe
Coupling Specials:
1.
Flange Adaptors: -
a.. Sizes as indicated on the drawings.
b. Uni-Flange Series 200-5/Class 150.
c. ANSI B16.1, Class 125 ductile iron flanges.
d. Heat -treated and zinc -plated set screws.
e. Rubber -gasket ring (ANSI A 21.11).
2.
Flexible Connectors:
a. Dresser Style 38.
b. Dresser Style 127.
C. Coated or plated bolts.
3.
Tapped Pipe Saddles:
a. Size as indicated by the drawings.
b. Dresser Style 91 with double straps.
c. Body and straps plastic -dip coated.
2.03 VALVES
A. Sewage Piping:
1. Gate Valves:
a.
Sizes as noted on the drawings.
b.
Resilient wedge type - OS&Y.
C.
Butter Fly Valves Model.- ASV
d.
Hand Wheel operated-- ASV
2. Check
Valves:
a.
Sizes as noted on the drawings.
b.
ANSI Class 125'flange connections.
d.
Rubber flapper with proximity switch; Crane Series 374
4. Floor Stands:
a.
Rodney Hunt Model S-2600 with stem guide for offset
location.
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Mountaire — 2010 Waste Improvement
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B. Air Piping:
1. Check Valve:
a.
Swing gate type designed to provide a clear opening
through valve equal to the connecting pipe size.
b.
Construction - All iron, ASTM A 126, swing check.
C.
Pressure rating - 250 psig.
d.
Connections - Threaded.
2. Globe Valves:
a.
Size as noted on the drawings.
b.
Iron body, ASTM A 126, bronze mounted, rising stem, and
union bonnets.
C.
Pressure rated for 250 psig air service.
d.
Wheel operated; counterclockwise turns to open.
e.
Threaded joint connections.,
C. Water Service Piping:
1. Gate
Valves:
a.
Size as noted on the drawings`.
b.
All bronze construction: ASTM B 62.
C.
Pressure rating of 125 psig...
d.
Counterclockwise operation to open.
e..
Solder weld joint connections.
2. Pressure Reducing Valve:
a.
Size as noted on the drawings.
b.
Fisher Model 75.
C.
Brass construction: ASTM B 62.
d.
Set reduced pressure,to a value of 30 psig.
e.
Threaded joint connections.
D. FEB Pump Discharge Piping:
1. Gate
Valve:
a.
Size as noted on the drawings..
b.
Iron body, ASTM A 126, bronze mounted construction.
C.
Counterclockwise operation to open.
d.
Threaded joint connections.
2. Check Valve:
a.
Size as noted onthe drawings.
b.
All iron construction, ASTM 126, with a swing check.
c.
Threaded joint connections.
E. Sewage Piping
Pressure Gage:
1. Ball Valve:
a.
Size as noted on the drawings.
b.
Jamesbury Torq-Handle; spring to close valve.
C.
Furnish valve for general service application.
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Mountaire — 2010 Waste Improvement
Lumber Bridge, NC
2.04 PAINTS AND COATINGS
A. Protective Coating For Aluminum Items Embedded in Concrete:
1. Alkali -resistant. .
2. Federal Specifications TT-P=645.
B. Metal Paint:
1. Straight, long -oil, alkyd resin.
2. Koppers Rust Armor 500 enamel.
3. Koppers Light Blue Color (Paint No. 301).
C. Reflecting Tape: .
1. Two-inch width.
2. Red color.
PART 3 EXECUTION
3.01 CLEANING
A. Clean all room areas of construction debris, papers, dirt, etc. Leave the
spaces broom clean. In addition, hose down with water the floor areas of
both the Bar Screen Room and the Pump Room.
END OF SECTION
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SECTION 16001
BASIC ELECTRICAL MATERIALS AND METHODS
PART1 GENERAL
1.01 SUBMITTALS
A. Product Data: Catalog sheets, specifications and installation instructions.
1. For fire rated construction, prove that materials and installation methods
proposed for use are in accordance with the listing requirements of the
classified construction.
PART 2 PRODUCTS
2.01 _ RACEWAYS, FITTINGS AND ACCESSORIES
A. Rigid Ferrous Metal Conduit: Steel, hot dipped galvanized on the outside and
inside, UL categorized as Rigid Ferrous Metal Conduit (identified on UL Listing
Mark as Rigid Metal Conduit - Steel or Rigid Steel Conduit), by Allied Tube &
Conduit Corp., LTV Copperweld, or Wheatland Tube Co.
B. Intermediate Ferrous Metal Conduit: Steel, galvanized on the outside and
enameled on the inside, UL categorized as Intermediate Ferrous Metal Conduit
(identified on UL Listing Mark as Intermediate Metal Conduit or IMC), by
Allied Tube & Conduit Corp., LTV Copperweld, or Wheatland Tube Co.
C. Electrical Metallic Tubing: Steel, galvanized on the outside and enameled on the
inside, UL categorized as Electrical Metallic Tubing (identified on UL Listing
Mark as Electrical Metallic Tubing), by Allied .Tube & Conduit Corp., LTV
Copperweld, or Wheatland Tube Co.
D. Flexible Metal Conduit: Galvanized steel strip shaped into interlocking
convolutions, UL categorized as Flexible Metal Conduit (identified on UL
Listing Mark as Flexible Steel Conduit or Flexible Steel Conduit Type RW), by
AFC Cable Systems Inc., Anamet Electrical Inc., Electri-Flex Co., or
International Metal Hose Co.
E. Liquid -tight Flexible Metal -Conduit: UL categorized as liquid -tight flexible
metal conduit (identified on UL Listing Mark as Liquid -Tight Flexible Metal
Conduit, also specifically marked with temperature and environment application
data), by AFC Cable Systems Inc., Anamet Electrical Inc., Electri-Flex Co., or
Universal Metal Hose Co.
F. Surface Metal Raceway, Fittings and Accessories: By Thomas & Betts Corp.,
Mono -Systems Inc. or Wiremold Co. Area and conductor capacity indicated for
each size raceway is for reference. Follow manufacturer's recommended
raceway capacity for all types and sizes of conductors:
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1. Size 1: Nominal area .3 sq. in. min., 4 No. 12 THW max.; Thomas &
Betts B400, Mono -Systems SMS 700, or Wiremold's V700.
2. Size 2: Nominal area .75 sq. in. min., 11 No. 12 THW max.; Thomas &
Betts SR250, Mono -Systems SMS2100,. Wiremold's 2100.
3. Size 3:. Nominal area 2.8 sq. in. min., 43 No. 12 THW max.; Thomas &
Betts SR500, Mono -Systems SMS3200, or Wiremold's G3000.
G. Wireways, Fittings and Accessories:
1. NEMA 1 (Without Knockouts): Hoffinan Enclosures Inc. Bulletin F-40,
Hubbell/Wegmann's HSK, Lee Products Co.'s S Series,
Rittal/Electromate's EW & EWHC Lay -In Wireway System, or Square
D Co.'s Square -Duct Class 5100.
H. Insulated Bushings, Plastic Bushings, and Insulated Grounding Bushings: By
Appleton Electric Co., Cooper/Crouse-Hinds, OZ/Gedney Co., or Thomas &
Betts -Corp.
Connectors and Couplings:
1. Locknuts: UL, steel/zinc electroplate; Appleton Electric Co.'s BL-50
Series, Cooper/Crouse-Hinds' 11 Series, OZ/Gedney Co.'s 1-50S Series,
Raco Inc.'s 1002 Series, Steel City/T&B Corp.'s LN-101 Series, or
Thomas & Betts Corp.'s 141 Series.
2. Couplings (For Rigid Metal and IMC Conduit): Standard galvanized
threaded couplings as furnished by conduit manufacturer, Allied Tube &
Conduit Corp.'s Kwik-Couple, or Thomas & Betts Corp.'s Shamrock.
3. Three Piece Conduit Coupling (For Rigid Metal and IMC Conduit):
Steel, malleable iron, zinc electroplate; Allied Tube & Conduit Corp.'s
Kwik-Couple, Appleton Electric Co.'s EC-50 Series, Cooper/Crouse-
Hinds' 190M Series, OZ/Gedney Co.'s 4-50 Series, Raco Inc.'s 1502
Series, Steel City/T & B Corp.'s EK-401 Series, or Thomas & Betts
Corp.'s 675 Series.
4. Electrical Metallic Tubing Couplings and Insulated Connectors:
Compression type, steel/zinc electroplate; Appleton Electric Co.'s TW-
50CS1, TWC-50CS Series, Cooper/Crouse-Hinds' 1650, 660S Series,
Raco Inc.'s 2912, 2922 Series, Steel City/T & B Corp.'s TC-711 Series,
or Thomas & Betts Corp.'s 5120, 5123 Series.
5. Flexible Metal Conduit Connectors: Arlington Industries Inc.'s Saddle -
Grip, OZ/Gedney Co.'s C=8T, 24-34T, ACV-50T Series, or Thomas &
Betts Corp.'s Nylon Insulated Tite-Bite Series.
6. Liquid -tight Flexible Metal Conduit Connectors:
a. Dry, Damp Locations: Steel, malleable iron, zinc electroplate,
insulated throat; Appleton Electric Co.'s STB Series,
Cooper/Crouse-Hinds' LTB Series, OZ/Gedney Co.'s 4Q-50T
Series, Raco Inc.'s 3512 Series, Steel City/T & B Corp.'s LT-
701 Series, or Thomas & Betts Corp.'s 5332 Series.
b. Wet Locations: OZ/Gedney Co.'s 4Q-TG Series (hot-
dip/mechanically galvanized), or Thomas & Betts Corp.'s 3322
Series (PVC coated).
J. Conduit Bodies (Threaded):
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-� 1. Dry, Damp Locations: Zinc electroplate malleable iron or cast iron alloy
bodies with zinc electroplate steel covers; Appleton Electric Co.'s
Unilets, Cooper/Crouse-Hinds' Condulets, OZ/Gedney Co.'s Conduit
Bodies, or Thomas & Betts Corp.'s Conduit Bodies.
2. Wet Locations: Malleable iron or cast iron alloy bodies and covers with
hot dipped galvanized or other specified corrosion resistant finish;
Cooper/Crouse-Hinds' Condulets (Corro-free epoxy powder coat),
Thomas & Betts Corp.'s Conduit Bodies (hot dipped galvanized), or
OZ/Gedney Co.'s Conduit Bodies (hot dipped galvanized). Stainless
steel cover screws, covers gasketed to suit application.
K. Expansion Fittings:
1. Dry, Damp Locations:
a. Malleable iron, zinc electroplate finish: Appleton Electric Co.'s
XJ or OZ/Gedney Co.'s AX (TX for EMT), with external
bonding jumper.
b. Electrogalvanized Steel: Cooper/Crouse-Hinds' XJG (XJG-
EMT for EMT), or Thomas & Betts Corp.'s XJG, with internal
grounding.
2. Wet Locations: Cooper/Crouse-Hinds XJG (Corro-free epoxy powder
coat), OZ Gedney Co.'s.AX, EXE (end type, hot dipped galvanized), or
Thomas & Betts Corp.'s XJG (hot dipped galvanized).
L. Deflection Fittings:
1. Dry, Damp Locations: Appleton Electric Co.'s DF, Cooper/Crouse-
Hinds' XD, or OZ/Gedney Co.'s Type DX.
2. Wet Locations: Ductile iron couplings with hot dipped galvanized
finish, neoprene sleeve, and stainless steel bands, Appleton Electric Co.'s
CF; or bronze couplings, neoprene sleeve, and stainless steel bands,
OZ/Gedney Co.'s Type DX.
M. Sealing Fittings:
1. Dry, Damp Locations: Appleton Electric Co.'s EYS, ESU w/Kwiko
sealing compound and fiber filler, Cooper/Crouse-Hinds' EYS, EZS
w/Chico A sealing compound and Chico X filler, OZ/Gedney Co.'s EY,
EYA with EYC sealing compound and EYF damming fiber, or Thomas
& Betts Corp.'s. EYS w/Chico A sealing compound and Chico X filler.
a. Other Type Fittings: As required to suit installation
requirements, by Appleton Electric Co., Cooper/Crouse-Hinds,
OZ/Gedney Co, or Thomas & Betts Corp.
2. Wet Locations: Malleable iron body with hot dipped/mechanically. .
galvanized finish, neoprene sleeve, and stainless steel bands, Appleton
electric Co.'s CF; or bronze couplings, neoprene sleeve, and stainless
steel -bands, OZ/Gedney Co.'s Type DX.
a. Horizontal: Cooper/Crouse-Hinds'-EYS with Chico A sealing
compound and Chico X filler, OZ/Gedney Co.'s EYD with EYC
sealing compound and EYF damming fiber, or Thomas & Betts
Corp.'s. EYS w/Chico A sealing compound and Chico X filler.
b. Vertical (with Drain): Cooper/Crouse-Hinds with Chico.A
sealing compound and Chico X filler, OZ/Gedney Co.'s EY,
EYA with EYC sealing compound'and EYF damming fiber, or
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Thomas & Betts Corp.'s. w/Chico A sealing compound and .
Chico X filler.
C. Other Type Fittings. As required to suit installation
requirements, by Cooper/Crouse-Hinds, OZ/Gedney Co., or
'Thomas & Betts Corp. with hot dipped/mechanically galvanized
finish or epoxy powder coat.
N. Sealant for Raceways Exposed to Different Temperatures: Sealing compounds
and accessories to suit'installation; Appleton Electric Co.'s DUC, or Kwiko
Sealing Compound with fiber filler, Cooper/Crouse-Hinds' Chico A Sealing
Compound with Chico X fiber, Electrical Products Division 3M Scotch products,
OZ Gedney Co.'s DUX or EYC sealing compound with EYF damming fiber, or
Thomas & Betts Corp.'s Blackburn DX.
O. Vertical Conductor Supports:
1. Dry, Damp Locations: Kellems/Hubbell Inc.'s_Conduit Riser Grips, or
OZ/Gedney Co.'s Type M,. Type R.
2. Wet Locations: Kellems/Hubbell Inc.'s Conduit Riser Grips (stainless
steel or tin coated bronze), or OZ/Gedney Co.'s hot dipped galvanized
finish Type CMT or Type W.
2.62 OUTLET, JUNCTION, AND PULL BOXES
A. Galvanized Steel Outlet Boxes: Standard galvanized steel boxes and device
covers by Appleton Electric Co., Beck Mfg./Picoma Industries,, Cooper/Crouse-
Hinds, Raco/Div. of Hubbell, or Steel Chy/T & B Corp.
B. Galvanized Steel Junction and Pull Boxes: Code gage, galvanized steel screw
cover boxes by Delta Metal Products Inc., Hoffman Enclosures Inc.; Hubbell
Wiegmami, Lee Products Co., or Rittal/Electromate.
C. Threaded Type Boxes:
1. Outlet Boxes:
a. For Dry, Damp Locations: Zinc electroplate malleable iron or
cast iron alloy boxes by Appleton Electric Co., Cooper/Crouse-
Hinds Co., OZ/ Gedney Co., or Thomas & Betts Corp. with zinc
electroplate steel covers to suit application.
b. For Wet Locations: Malleable iron or cast.iron alloy boxes with
hot dipped galvanized or other specified corrosion resistant
finish as produced by Cooper/Crouse-Hinds (hot dipped
galvanized or Corro-free epoxy powder coat), OZ/Gedney Co.
(hot dipped galvanized), or Thomas & Betts Corp. (hot dipped
galvanized) with stainless steel cover screws, and malleable iron
covers gasketed to suit application.
2.. Junction And Pull Boxes:
a. For Dry, Damp Locations: Zinc electroplate cast iron boxes by
Appleton Electric Co., Cooper/Crouse-Hinds, OZ/Gedney Co.,
or Thomas & Betts Corp. with zinc electroplate steel or cast iron
cover.
b. For Wet Locations: Cast iron boxes by Cooper/Crouse-Hinds'
(hot dipped galvanized or Corro-free epoxy powder coat),
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OZ/Gedney Co. (hot dipped galvanized), or Thomas &' Betts
Corp. (hot dipped galvanized) with stainless steel cover screws
and cast iron cover gasketed to suit application.
3. Conduit Bodies, Threaded (Provided with a Volume Marking):
a. For Dry, Damp Location: Zinc, electroplate malleable iron or
cast iron alloy bodies with zinc electroplate steel covers;
Appleton Electric Co.'s Unilets, Cooper/Crouse-Hinds'
Condulets, OZ/Gedney Co.'s Conduit Bodies, or Thomas &
Betts Corp.'s Conduit Bodies.
b. For Wet Locations: Malleable iron or cast iron alloy bodies with
hot dipped galvanized or other specified corrosion resistant
finish; Cooper/Crouse-Hinds' Condulets (hot dipped galvanized
or Corro-free epoxy power coat), OZ/Gedney Co:'s Conduit
Bodies (hot dipped galvanized), or Thomas & Betts Corp.'s
Conduit Bodies (hot dipped galvanized) with stainless steel
cover screws and malleable iron covers gasketed to suit
application.
D. Specific Purpose Outlet Boxes: As fabricated by equipment manufacturers for
mounting their equipment thereon.
E. Outlet Boxes and Related Products for Fire Rated Construction:
1. Parameters For Use of Listed Metallic Outlet,or Switch Boxes: UL
Electrical Construction Equipment Directory - Metallic Outlet Boxes
�WIT).
—� 2. Wall Opening Protective Materials: As'listed in UL Fire Resistance
Directory - Wall Opening Protective Materials (CLIV), or UL Electrical
Construction Equipment Directory - Wall Opening Protective Materials
(QCSN).'
2.03 CONDUCTORS AND ACCESSORIES
A. Date of Manufacture: No insulated conductor more than one year old when
delivered to the site will be acceptable.
B. Acceptable Companies: American Insulated Wire Corp., BICC General Cable
Industries Inc., Cerro Wire & Cable Co. Inc., Pirelli Cable Corp., Rome Cable
Corp., or Southwire Co..
C. Conductors: Annealed uncoated copper or annealed coated copper in
conformance with the applicable standards for the type of insulation to be applied
on the conductor. Conductor sizes No. 8 and larger shall be stranded.
D. Types:
1. Electric Light and Power Wiring:
a. General: Rated 600V, NFPA 70 Type FEP, THHN, THW,
THW-2, THWN, THWN-2, XHH, XHHW, XHHW-2.
b. THWN Gasoline and Oil Resistant: Polyvinylchloride insulation
rated 600 V with nylon jacket conforming to UL requirements
for type THWN insulation, with the words "GASOLINE AND
OIL RESISTANT II" marked thereon.
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C. USE, USE-2: Dual rated heat and moisture resistant insulation
rated 600 V with jacket or dual purpose insulation/protective
covering conforming to UL requirements for type USE service
entrance cables.
2. Class 1 Wiring:
a. No. 18 and No. 16 AWG: Insulated copper conductors suitable
for 600 volts, NFPA 70 types KF-2, KFF-2, PAFF, PF, PFF,
PGF, PGFF, PTFF, SF-2, SFF-2, TF, TFF, TFN, TFFN, ZF, or
ZFF.
b. Larger than No. 16 AWG: Insulated copper conductors suitable
for 600 volts, in compliance with NFPA 70 Article 310.
C. Conductor with other types and thickness of insulation may be
used if listed for Class 1 circuit use.
3.- Class 2 Wiring:
a. Multiconductor Cables: NFPA 70 Article 725, Types CL2P,
CL2R, CL2.
b. Other types of cables may be used in accordance with NFPA 70
Table 725-61 "Cable Uses and Permitted Substitutions", as
approved.
4. Class 3 Wiring:
a. Single Conductors No. 18 and No. 16 AWG: Same as Class 1
No. 18 and No. 16 AWG conductors, except that:
1) Conductors are also listed as CL3.
2) Voltage rating not marked on cable except where cable
J has multiple listings and voltage marking is. required for
L/ one or more of the listings.
b. Multiconductor Cables: NFPA 70 Article 725, Types CL3P,
CL3R, CL3.
C. Other types of cables may be used in accordance with NFPA 70,
Table 725-61 "Cable Uses and Permitted Substitutions", as
approved.
E. Connectors:
1. General: Connectors specified are part of a system. Furnish connectors
and components, and use specific tools and methods as recommended by
connector manufacturer to form complete connector system.
2. Splices:
a. Spring Type:
1) Rated 105' C, 600V; Buchanan/Ideal Industries Inc.'s B-
Cap, Electrical Products Div./3M's Scotchlok Type Y,
R, G, B, OB+, R/Y+, or B/G+, or Ideal Industries Inc.'s
Wing Nuts or Wire Nuts.
2) Rated 150' C, 600V; Ideal Industries Inc.'s High
Temperature Wire -Nut Model 73B, 59B.
b. Indent Type with Insulating Jacket:
1) Rated 105' C, 600V; Buchanan/Ideal Industries Inc.'s
Crimp Connectors, Ideal Industries Inc.'s Crimp
Connectors, Penn -Union Corp.'s Penn -Crimps, or
Thomas & Betts Corp.'s STA-KON.
C. Indent Type (Uninsulated): Anderson/Hubbell's Versa -Crimp,
VERSAtile, Blackburn/T&B Corp.'s Color -Coded Compression
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Connectors, Electrical Products Div./3M's Scotchlok 10000,
11000 Series, Framatome Connectors/Burndy's Hydent, Penn -
Union Corp.'s BCU, BBCU Series, or Thomas & Betts Corp.'s
Compression Connectors.
d. Connector Blocks: NIS Industires Inc.'s Polaris System, or
Thomas & Betts Corp.'s Blackburn AMT Series.
e. Resin Splice Kits: Electrical Products Div./3M's Scotchcast
Brand Kit Nos. 82A Series, 82-B 1 or 90-B 1, or Scotchcast Brand
Resin Pressure Splicing Method.
f. Heat Shrinkable Splices: Electrical Products Div./3M's ITCSN,
Raychem Corp.'s Thermofit Type WCS, or Thomas & Betts
Corp.'s-SHRINK-KON Insulators.
g. Cold Shrink Splices: Electrical Products Div./3M's 8420 Series.
2. Gutter Taps: Anderson/Hubbell's GP/GT with GTC Series Covers,
Blackburn/T&B Corp.'s H-Tap Type CF with Type C Covers,
Framatome Connectors/Burndy's Polytap KPU-AC, H-Crimpit Type YH
with CF-FR Series Covers, ILSCO's GTA Series with GTC Series
Covers, Ideal Industries Inc.'s Power -Connect GP, GT Series with GIC
covers, NSI Industries Inc.'s Polaris System, OZ/Gedney Co.'s PMX or
PT with PMXC, PTC Covers, Penn -Union Corp.'s CDT Series, or
Thomas & Betts Corp.'s Color -Keyed H Tap CHT with HTC Covers.
3. Terminals: Nylon insulated pressure terminal connectors by Amp-
Tyco/Electronics, Electrical Products Div./3M, Framatome
ConnectorsBurndy, Ideal Industries Inc., Panduit Corp., Penn -Union
Corp., Thomas & Betts. Corp., or Wiremold Co.
4. Lugs:
a. Single Cable (Compression Type Lugs): Copper, one or 2 hole
style (to suit conditions), long barrel; Anderson/Hubbell's •
VERSAtile VHCL, Blackburn/T&B Corp.'s Color -Coded CTL,
LCN, Framatome ConnectorsBurndy's Hylug YA, Electrical
Products Div./3M Scotchlok 31036 or 31145 Series, Ideal
Industires Inc.'s CCB or CCBL, NSI Industries Inc.'s L, LN
Series, Penn -Union Corp.'s BBLU Series, or Thomas & Betts
Corp.'s 54930BE or 54850BE Series.
b. Single Cable (Mechanical Type Lugs): Copper, one or 2 hole
style (to suit conditions); Blackburn/T&B Corp.'s Color -Keyed
Locktite Series, Framatome ConnectorsBurndy's Qiklug Series,
NSI Industries Inc.'s Type TL, Penn -Union Corp.'s VI-TITE
Terminal Lug Series, or Thomas & Betts Corp.'s Locktite Series.
C. Multiple Cable (Mechanical Type Lugs): Copper, configuration
to suit conditions; Framatome ConnectorsBurndy's Qiklug
Series, NSI Industries Inc.'s Type TL, Penn -Union Corp.'s VI-
TITE Terminal Lug Series, or Thomas & Betts Corp.'s Color -
Keyed Locktite Series.
F. Tapes:
1. Insulation Tapes:
a. Plastic Tape: Electrical Products Div./3M's Scotch Super 33+ or
Scotch 88, Plymouth Rubber Co.'s Plymouth/ Bishop Premium
85CW.
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b. Rubber Tape: Electrical Products Div./3M's Scotch 130C, or
Plymouth Rubber Co.'s Plymouth/Bishop W963 Plysafe.
2.
Moisture Sealing Tape: Electrical Products Div./3M's Scotch 2200.or
2210, or Plymouth Rubber Co.'s Plymouth/Bishop 4000 Plyseal-V.
3.
Electrical Filler Tape: Electrical Products Div./3M's Scotchfil, or
Plymouth Rubber Co.'s Plymouth/Bishop 125 Electrical Filler Tape.
4.
Color Coding Tape: Electrical Products Div./3M's Scotch 35, or
Plymouth Rubber Co.'s Plymouth/Bishop Premium 37 Color Coding.
5.
Arc Proofing Tapes:
a. Arc Proofing Tape: Electrical Products Div./3M's Scotch 77,
Mac Products Inc.'s AP Series, or Plymouth Rubber Co.'s
Plymouth/Bishop 53 Plyarc.
b. Glass Cloth Tape: Electrical Products Div./3M's Scotch
27/Scotch 69, Mac Products Inc.'s TAPGLA 5066, or Plymouth
Rubber Co.'s Plymouth/Bishop 77 Plyglas.
C. Glass -Fiber Cord: Mac Products Inc.'s MAC 0527.
G. Wire -Pulling Compounds: To suit type of insulation; American Polywater
Corp.'s Polywater Series, Electric Products Div./3M's WL, WLX, or WL'W,
Greenlee Textron Inc.'s Y-ER-EAS, Cable Cream, Cable Gel, Winter Gel, Ideal
Industries Inc.'s Yellow 77, Aqua -Gel II, Agua-Gel CW, or Thomas & Betts
Corp.'s Series 15-230 Cable Pulling Lubricants, or Series 15-631 Wire Slick.
H. Wire Management Products: Cable clamps and clips, cable ties, spiral wraps,
etc., by Catamount/T&B Corp., or Ideal Industries Inc.
2.04 SUPPORTING DEVICES
A. Fasteners: Furnish all fasteners and hardware compatible with the materials and
methods required for attachment of supporting devices.
1. Slotted Type Concrete Inserts: Galvanized pressed steel plate complying
with ASTM A 283; box -type welded construction with slot designed to
receive steel nut and with knockout cover, hot -dipped galvanized in
compliance with ASTM A 123.
2. Masonry Anchorage Devices: Expansion shields complying with FS FF-
S-325, as follows:
a. Furnish lead expansion shields for machine screws and bolts 1/4
inch and smaller; head -out embedded nut type, single unit class,
Group I, Type 1, Class 1.
b. Furnish lead expansion shields for machine screws and bolts
larger than 1/4 inch in size; head -out embedded nut type,
multiple unit class, Group I, Type 1,, Class 2.
C. Furnish bolt anchor expansion shields for lag bolts, zinc alloy,
long -shield anchors class, Group II, Type 1, Class 1.
d. Furnish bolt anchor expansion shields for bolts, closed -end
bottom bearing class, Group II, Type 2, Class 1.
3. Toggle Bolts: Tumble -wing type, complying with FS FF-B-588C, Type,
class and style as required.
4. Nuts, Bolts, Screws, Washers:
a. General: Furnish zinc -coated fasteners, with galvanizing
complying with ASTM A 153 for exterior use or where built into
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exterior walls. Furnish fasteners for the type, grade and class
required for the particular installation.
b. Standard Nuts and Bolts: Regular hexagon head type,
complying with ASTM A 307, Grade A.
C. Lag Bolts: Square head type, complying with FS FF-B-561C.
d. Machine Screws: Cadmium plated steel, complying with FS FF-
S-92.
e. Wood Screws: Flat head carbon steel, complying with FS FF-S-
111.
f. Plain Washers: Round, general assembly grade carbon steel,
complying with FS FF-W-92.
g. Lock Washers: Helical spring type carbon steel, complying with
FS FF-W-84.
B. "C"
Beam Clamps:
1.
For 1 inch Conduit Maximum: B-Line Systems Inc.'s BG-8-C2, BP-8-
CI Series, or Caddy Fastener Div./Erico Products Inc.'s BC-8P and BC-
8PSM Series.
2.
For 3 inch Conduit Maximum: Appleton Electric Co.'s BH-500 Series
beam clamp with H50WB Series hangers, Kindorf/T&B Corp.'s 500
Series beam clamp with 6HO-B Series hanger, or OZ/Gedney Co.'s IS-
500 Series beam clamp with H-OWBS Series hanger.
3.
For 4 inch Conduit Maximum: Kindorf/T&B Corp.'s E-231 beam clamp
and E-234 anchor clip and C-149 series lay -in hanger, or Unistrut
Corp.'s P2676 beam clamp and P-1659A Series anchor clip with J1205
\
Series lay in hanger.
4.
For Threaded Rods (100 lbs. load max.): Caddy Fastener Div./Erico
Products Inc.'s BC-4A.
5.
For Threaded Rods (200 lbs. load max.): Appleton Electric Co.'s BH-
500 Series, Kindorf/T&B Corp.'s 500 Series, or OZ/Gedney Co.'s'IS-
500 Series.
6.
For Threaded Rods (300 lbs. load max.): Kindorf/T&B Corp.'s E-231
beam clamp and E-234 anchor clip, or Unistrut Corp.'s P2676 beam
clamp and P-1659A Series anchor clip.
C. Fastener Fittings for Wood and Existing Masonry: Kindorf/T&B Corp.'s E-243,
E-244, E-245, E-170, or Versabar Corp.'s VX-4310, VX-2308, VX-4308, VX-
4309.
D. Pipe Straps: Two hole steel conduit straps; Kindorf/T&B Corp.'s C-144 or C-
280 Series.
E. Pipe Clamps: One -hole malleable iron type clamps; Kindorf/T&B Corp.'s HS-
400 Series, or OZ/Gedney Co.'s 14-50 Series.
F. Channel Support System and Accessories: 12 gage galvanized steel channel and
accessories; B-Line System Inc.'s B-22 (1-5/8 x 1-5/8 inches), B-12 (1-5/8 x 2-
7/16 inches), B-11 (1-5/8 x 3-1/4 inches), Kindorf/T&B Corp.'s B-900 (1-1/2 x
1-1/2 inches), B-901 (1-1/2 x 1-7/8 inches), B-902 (1-1/2 x 3 inches), Unistrut .
Corp.'s, P-3000 (1-3/8 x 1-5/8 inches), P-5500 (1-5/8 x 2-7/16 inches), P-5500'
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i~ (1-5/8 x 3-1/4 inches), or Versabar Corp.'s VA-1 (1-5/8 x 1-5/8 inches), VA-3
(1-5/8 x 2-1/2 inches).
G. Supporting Fasteners (Metal Stud Construction): Metal stud supports, clips and
accessories as produced by Caddy/Erico Products Inc.
2.06 SAFETY SWITCHES (SINGLE THROW)
A. NEMA 1, 3R, 4 (Stainless Steel), 12: Cutler -Hammer Inc.'s DH, Federal Pacific
Electric Co.'s Class 1240, General Electric Co.'s Type TH, Square D Co.'s
Heavy Duty Series, or Westinghouse Electric Corp.'s H-600; having:
1. Fuses or unfused as indicated on drawings.
2. Fused switches equipped with fuseholders to accept only the fuses
specified (UL Class RK-1, RK-5, or L).
3. NEMA I enclosure unless otherwise indicated on drawing.
4. 240 V rating for 120 V, 208 V, or 240 V circuits.
5. 600 V rating for 277 V, or 480 V circuits.
6. Solid neutral bus when neutral conductor is included with circuit.
7. Ground bus when equipment grounding conductor is included with
circuit.
8. Current rating and number of poles as indicated on drawings.
B. NEMA 4X: Crouse -Hinds Co.'s NST, Cutler -Hammer Inc.'s DH, General
Electric Co.'s Type TH, Square D Co.'s Heavy Duty Series, or Westinghouse
Electric Corp.'s H-600; having:
1. Fuses, or unfused as indicated on drawings.
2. Fused switches equipped with, fuseholders to accept only the fuses
specified (UL Class RK-1, RK-5, or L).
3. Molded fiberglass -reinforced polyester NEMA 4X enclosure.
4. 240 V rating for 120 V, 208 V, or 240 V circuits. .
5. 600 V rating for 277 V, or 480 V circuits.
6. Solid neutral bus when neutral conductor is included with circuit.
7. Ground bus when equipment grounding conductor is included with
circuit.
8. Current rating and number of poles as indicated on drawings.
C. Fuses for Motor Circuits:
1. Cartridge Type (250 Volts, 600 Amperes or Less): Dual element time -
delay, UL Class RK-5, 200,000 amperes R.M.S. symmetrical
interrupting capacity:
a. Bussmann Mfg. Div./McGraw Edison Co.'s Type FRN-R.
b. Gould Inc. Circuit Protection Div. (Chase-Shawmut) Type AT -
DER.
C. Littlefuse Inc.'s Type FLNR.
2. Cartridge Type (600 Volts, 600 Amperes or Less): Dual element time -
delay, UL Class RK-5, 200,000 amperes R.M.S. symmetrical
interrupting capacity:
a. Bussmann Mfg. Div./McGraw Edison Co.'s Type FRS-R.
b. Gould Inc. Circuit Protection Div. (Chase-Shawmut) Type ATS-
DER.
C. Littlefuse Inc.'s Type FLSR.
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D. Fuses for Lighting and Heating Circuits:
1. Cartridge Type (250 Volts): Single element, UL Class RK-1, 200,000
amperes R.M.S. symmetrical interrupting capacity:
a. Bussmann Mfg. Div./McGraw Edison Co.'s Type KTN-R.
b. Gould Inc. Circuit Protection Div. (Chase-Shawmut) Type
A2KR.
C. Littlefuse Inc.'s Type KLNR.
2. Cartridge Type (600 Volts): Single element, UL Class RK-1, 200,600
amperes R.M.S. symmetrical interrupting capacity: -
a. Bussmann Mfg. Div./McGraw Edison Co.'s Type KTS-R.
b. Gould Inc. Circuit Protection Div. (Chase-Shawmut) Type
A6KR.
C. Littlefuse Inc.'s Type KLSR.
2.07 GROUNDING AND BONDING
A. Ground Clamps (Cable to Pipe): Blackburn/T&B Corp.'s-GUV, Framatome
ConnectorsBurndy Corp.'s GAR, GD, GP, GK, or OZ/Gedney Co.'s ABG, CG.
B. Ground Clamps (Cable to Rod): Blackburn/T&B.'Corp.'s GG, GGH, JAB,
JABH, GUV, Dossert Corp.'s GN, GPC, Framatome ConnectorsBurndy Corp.'s
GP, GX, GRC, or OZ/Gedney Co.'s ABG.
C. Ground Lugs: Copper, one or 2 hole style (to suit conditions), long barrel;
Anderson/Hubbell's VERSAtile VHCL, Blackburn/T&B Corp.'s Color -Coded
CTL, LCN, Framatome Connectors/Burndy's Hylug YA, Electrical Products
Div./3M Scotchlok 31036 or 31145 Series, Ideal Industries Inc.'s CCB or CCBL,
or Thomas & Betts Corp.'s 54930BE or 54850BE Series.
D. Exothermic Type Weld: Erico Inc.'s Cadweld Process, or Furseweld/T&B
Corp.'s Exothermic Welding System.
.E. ' Compression Connectors: Amp Inc.'s Ampact Copper Grounding System, or
Burndy Corp.'s Hyground System.
F. Rod Electrodes: Copper clad (minimum .010 jacket) ground rods minimum 5/8
inches diameter by 8'-0" long.
G. Plate Electrodes: Copper plates minimum 0.06 inches thick by 2'-0" square feet
of surface area.
H. Grounding Electrode Conductors and Bonding Conductors: Copper conductors,
bare or insulated with THW, THW-2, XHHW, XHHW-2, THWN, THWN-2 or
THHN insulation.
I. Hardware: Silicon -bronze bolts, nuts, flat and lock washers etc. by Dossert
Corp., Framatome ConnectorsBurndy Corp., or OZ/Gedney Co.
i 2.08 NAMEPLATES AND TAGS
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A. General: Precision engraved letters and numbers with uniform margins,
character size minimum 3/16 inch high.
1. Phenolic: Two color laminated engraver's stock, 1/16 inch minimum
thickness, machine engraved to expose inner core color (white).
2. Aluminum: Standard aluminum alloy plate stock, minimum .032 inches
thick, engraved areas enamel filled or background enameled with natural
aluminum engraved characters.
3. Materials for Outdoor Applications: As recommended by nameplate
manufacturer to suit environmental conditions.
PART 3 EXECUTION
3.01 RACEWAY'INSTALLATION
A. Number of Raceways: Do not change number of raceways to less than the
number indicated on the drawings.
1. Each raceway shall enclose one circuit unless otherwise indicated on the
drawings.
B. Number of Raceways: Do not change number of raceways to less than the
number indicated on the drawings except when appropriate for advantageous
reuse of existing exposed and concealed raceways (The contract documents do
not indicate location, number, size or condition of existing raceways). Existing
raceways may be reused if the following'conditions are met:
1. The existing raceway must be of adequate size for the new conductors to
be installed therein (NFPA 70 Chapter 9, Tables 1, 4, & 5;Appendix C,
Tables Cl-C12a). More circuits may be enclosed by existing raceways
than the circuiting shown on the drawings provided conductor sizes are
increased to compensate for derating (adjustment factors) and other
considerations required by NFPA 70 Article 310-15.
2. Remove existing conductors.
3. Demonstrate to the Owner's Representative that the existing raceway is
clear of obstructions and in good condition.
4. Check ground continuity. When ground continuity of existing raceway
is inadequate install insulated grounding bushings, grounding wedges,
bonding straps, grounding jumpers or equipment grounding conductors
to establish effective path to ground.
5. Install insulated bushings to replace damaged or missing bushings.
Replace non -insulated bushings with insulated bushings on raceway sizes
1 inch and larger.
6. Install vertical conductor supports to replace existing or missing vertical
conductor supports.
7. Install extension rings on existing boxes when the number of new
conductors installed therein exceeds NFPA 70 requirements. ' ,
8. Furnish the Owner's Representative with marked up drawings showing
size and routing of existing raceways with number and size of new .
conductors installed therein. The drawings will be forwarded to the
design engineer for verification of NFPA 70 compliance.
C. Conduit Installed Exposed:
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~' 1. Install conduit exposed where indicated on the drawings. If not
indicated, conduit may be installed exposed, as approved, in:
a. Unfinished spaces, and finished spaces housing mechanical or
electrical equipment that is generally accessible only to facility
maintenance personnel.
b. Areas where existing conduits have been installed exposed.'
C. Areas where conduit cannot be installed concealed.
2. Install conduit tight to the surface of the building construction.
Exception:
a. Where otherwise indicated or directed.
3. Install vertical runs perpendicular to the floor.
4. Install runs on the ceiling perpendicular or parallel to the walls.
5. Install horizontal runs parallel to the floor.
6. Do not run conduits near heating pipes.
7. ' Installation of conduit directly on the floor will not be permitted.
D. Conduit Size: Not smaller than 1/2 inch electrical trade size. Where type FEP,
THHN, THWN, THWN-2, XHH, XHHW, or XHHW-2 conductors are specified
for use, the minimum allowable conduit size for new Work shall be based on
Type THW conductors.
E. Raceways Exposed to Different Temperatures: Where portions of an interior
raceway system are exposed to widely different temperatures, seal interior and
exterior of raceway to prevent circulation of air from a warmer to a colder section
through the raceway installation.
F. Conduit in Waterproofed Floors: Install conduit runs in waterproof floors to
avoid penetrating the waterproofing. Avoid. penetration of waterproofing with
conduit risers so far as practicable.
1. Where it is necessary to puncture the waterproofing for a conduit riser,
install a standard weight steel pipe sleeve extending one inch above the
finished floor level. Flash the steel pipe sleeve to the waterproofing with
16 ounce copper. Construct the flashing with a copper tube extending
the full height of the sleeve, soldered to a copper base extending 6 inches
in all directions from the sleeve.
2. The flashing will be integrated into the waterproofing by the
Construction Contractor. Provide solid cast brass floor plates with
chromium finish where pipe sleeves are exposed in rooms.
G. Conduit in Hazardous Areas: Install Work in hazardous areas in accordance with
NFPA 70.
1. Install sealing fittings in concealed conduit runs in a recessed box with
blank face plate to match other face plates in the area.
H. Raceway Schedule:
1. Rigid Ferrous Metal Conduit: Install in all locations unless otherwise
specified or indicated on the drawings.
2. Intermediate Ferrous Metal Conduit: May be installed in all dry and
damp locations except:
a. Hazardous areas.
b. Where other type raceways are specified or indicated on the drawings.
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3. Electrical Metallic Tubing:
a. May be installed concealed as branch circuit•conduits above
suspended ceilings where conduit does not support fixtures or
other equipment.
b. May be installed concealed as branch circuit conduits in hollow
areas in dry locations, including:
1) Hollow concrete masonry units, except where cores are
to be filled.
2) Drywall construction with sheet metal studs, except
where studs are less than 3-1/2 inches deep.
C. May be installed exposed as branch circuit conduits in dry non-
hazardous locations at elevations over 10'-0" above finished
floor where conduit does not support fixtures or other equipment.
4. FlexibleMetalConduit: Install equipment grounding conductor in the
flexible metal conduit and bond at each box or equipment to which
conduit is connected:
a. 'Use for final conduit connection to recessed lighting fixtures in
suspended ceilings. Use 4 to 6 feet of flexible metal conduit
(minimum size 1/2 inch) between junction box and fixture.
Locate junction box at least 1. foot from fixture and accessible if
the fixture is removed.
b. Use 1 to 3 feet of flexible metal conduit for final conduit
connection to:
1) Emergency lighting units.
2) Dry type transformers.
` 3) Motors with open, drip -proof or splash -proof housings.
4) Equipment subject to vibration (dry locations).
5) Equipment requiring flexible connection for adjustment
or alignment (dry locations).
C. Use for concealed branch circuit conduits above existing non -
removable suspended ceilings where rigid type raceways cannot
be installed due to inaccessibility of space above ceiling.
d. May be installed concealed as branch circuit conduits in drywall
construction with sheet metal studs, except where studs are less
than 3-1/2 inches deep.
5. Liquid -tight Flexible Metal Conduit: Install equipment grounding
conductor in liquid -tight flexible metal conduit and bond at each box or
equipment to which conduit is connected:
a. Use 1 to 3 feet of liquid -tight flexible metal conduit (UL listed
and marked suitable for the installation's temperature and
environmental conditions) for final conduit connection to:
1) Motors with weather -protected or totally enclosed
housings.
2) Equipment subject to vibration (damp and wet
locations).
3) Equipment requiring flexible connection for adjustment .
or alignment (damp and wet locations).
6. Surface Metal Raceway: Use as exposed raceway system in finished
spaces at locations indicated on the drawings.
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�1
a. Use surface metal raceway system of size required for number of
wires to be installed therein. (Use specific size when indicated
on the drawings).
b. Do not run raceway through walls that have a plaster finish nor
through masonry walls or floors. Install a pipe sleeve, or a short
length of conduit with junction boxes or adapter fittings for
raceway runs through such areas. Run raceway along top of
baseboards, care being taken to avoid telephone and other signal
wiring. Where raceway crosses chair railing, or picture molding,
cut the chair railing or picture molding to permit the raceway to
lie flat against the wall. Run raceway around door frames and
other openings. Run raceway on ceiling or walls perpendicular
to or parallel with walls and floors.
C. Secure one piece raceway every 30 inches alternately with 2 hole
straps, and support clips (2 hole strap, support clip, 2 hole strap,
etc.). Secure 2 piece raceway every 30 inches alternately with 2
hole straps and fasteners through back of raceway (2 hole strap,
fastener through back, 2 hole strap, etc.).
d. Secure raceway at intervals not exceeding 36 inches.
e. Install separate equipment grounding conductor for grounding of
equipment. The raceway alone will not be considered suitable
for use as an effective path to ground.
f. Outlet box covers for pendant mounted fluorescent fixtures may
be omitted if the fixture canopy is notched to receive the
j raceway and the canopy fits snugly against the ceiling.
g. Where equipment is mounted on an outlet box and the equipment
base is larger than the outlet box, provide finishing collar around
equipment base and outlet box or provide finishing collar/outlet
box:
1) . Finishing Collar: Same finish and peripheral dimensions
as the equipment base, including provisions for
mounting, slots to fit over raceway and of depth to cover
outlet box and extend back to ceiling or wall.
2) Combination Finishing Collar/Outlet Box: Same finish
and peripheral dimensions as the equipment base to be -
mounted thereon, gage or thickness of metal as required
by National Electrical Code, including provision for
mounting and knockouts for entrance of raceway.
7. Wireways: May be used indoors in dry locations for exposed raceway
between grouped, wall mounted equipment.
I. Fittings and Accessories Schedule:
1. General:
a. Use fittings and accessories that have a temperature rating equal
to, or higher than the temperature rating of the conductors to be
installed within the raceway.
b. Use zinc electroplate or hot dipped galvanized steel/malleable
iron or cast iron alloy fittings and accessories in conjunction with
ferrous raceways in dry and damp locations, unless otherwise
specified or indicated on the drawings.
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C. Use malleable iron or cast iron alloy.fittings and accessories
having hot dipped/mechanically galvanized finish or other
specified corrosion resistant finish in conjunction with ferrous
raceways in wet locations, unless otherwise specified or
indicated on the drawings.
d. Use insulated grounding bushings or grounding wedges on ends
of conduit for terminating and bonding equipment grounding
conductors (when required) if cabinet or boxes are not equipped
with grounding/bonding screws or lugs.
e. Use caps or plugs to seal ends of conduits until wiring is
installed (to exclude foreign material).
f. Use insulated grounding bushings on the ends of conduits that
are not directly connected to .the enclosure (such as stub -ups
under equipment, etc.), and bond between bushings and
enclosure with equipment grounding conductor.
g. Use expansion fittings where raceways cross expansion joints.
h. Use deflection fittings where raceways cross expansion joints
that move in more than one plane.
i. Use 2 locknuts and an insulated bushing on end of each conduit
entering sheet metal cabinet or box in dry or damp locations.
1) Plastic bushing may be used in lieu of insulated bushing
on 1/2 and 3/4 inch conduit.
2) Terminate conduit ends within cabinet/box•at the same
level.
2. For Rigid and Intermediate Metal Conduit: Use threaded fittings and
accessories. Use 3 piece conduit coupling where neither piece of conduit
can be rotated.
3. For Electrical Metallic Tubing: Use compression type connectors and
couplings.
4. For Flexible Metal Conduit: Use flexible metal conduit connectors.
5. For Liquid -tight Flexible Metal Conduit: ,Use liquid -tight connectors.
6. For Surface Metal Raceway: Use raceway manufacturer's standard
fittings and accessories.
7. For Wireways: Use wireway manufacturer's standard fittings and
accessories..
3.02 CONDUCTOR INSTALLATION
A. Install conductors in raceways after the raceway system is completed.
B. Do not change, group or combine circuits other than as indicatedon the
drawings.
C. Do not change, group or combine circuits other than as indicated on the drawings
except as permitted when reusing existing raceways.
D. Common Neutral Conductor:
1. A common neutral may be used for 2 or 3 branch circuits where the
circuits are indicated on the drawings to be enclosed within the same
raceway, provided each branch circuit is connected to a different phase in
f the panelboard.
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2. Exceptions: The following circuits shall have a separate neutral:
a. Circuits containing ground fault circuit interrupter devices.
b. Circuits containing solid state dimmers.
C. Circuits recommended by equipment manufacturers to have
separate neutrals.
E. Conductor Size: Install conductors of size shown on drawings. Where size is not
indicated, the minimum size allowed is:
1. For Electric Light and Power Branch Circuits: No. 12 AWG.
2. For Class 1 Circuits:
a. No. 18 and No. 16 AWG may be used provided they supply
loads that do not exceed 6 amps (No. 18 AWG), or 8 amps (No.
16 AWG).
b. Larger than No. 16 AWG: Use to supply loads not greater than
the ampacities given in NFPA 70 Section 310-IS.
3. For Class 2 Circuits: Any size to suit application.
4. For Class 3 Circuits: No. 18 AWG.
F. Color -Coding:
1. Color Coding for 120/208 Volt Electric Light and Power Wiring:
a. Color Code:
1) 2 wire circuit - black, white.
2) 3 wire circuit - black, red, white.
3) 4 wire circuit - black, red, blue, white.
b. White to be used only for an insulated grounded conductor.
(neutral). If neutral is not required use black and red, or black,
red and blue for phase to phase circuits.
1) "White" for Sizes No. 6 AWG or Smaller:
a) Continuous white outer finish, or:
b) Three continuous white stripes on other than
green insulation along its continuous length.
2) "White" for Sizes Larger Than No. 6 AWG:
a) Continuous white outer finish, or:
b) Three continuous white stripes on other than
green insulation along its continuous length, or:
c) Distinctive white markings (color coding tape)
encircling the conductor, installed on the
conductor at time of its installation. Install
white color coding tape at terminations, and at 1'
0" intervals in gutters, pullboxes, and manholes.
C. Colors (Black, Red, Blue):
1) For Branch Circuits: Continuous color outer finish.
2) For Feeders:
a) Continuous color outer finish, or:
b) Color coding tapes encircling the conductors,
installed on the conductors at time of their
installation. Install color coding tapes at
terminations, and at 1' 0" intervals in gutter,
pullboxes, and manholes.
(� 2. Color Coding For 277/480 Volt Electric Light and Power Wiring:
�J a. Color Code:
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1) 2 wire circuit - brown, gray.
2) 3 wire circuit - brown, yellow, gray.
3) 4 wire circuit - brown, yellow, orange, gray
b. Gray to be used only for an insulated grounded conductor
(neutral). If neutral is not required use brown and yellow, or
brown, yellow and orange for phase to phase circuits.
1) "Gray" For Sizes No. 6 AWG or Smaller.
a) Continuous gray outer finish.
2) "Gray" For Sizes Larger Than No. 6 AWG:
a) Distinctive gray markings (color coding tape)
encircling the conductor, installed on the
conductor at time of its installation. Install gray
color coding tape at terminations, and at 1' 0"
intervals in gutters, pullboxes, and manholes.
C. Colors (Brown, Yellow; Orange):
1) For Branch Circuits: Continuous color outer finish.
2) For Feeders:
a) Continuous color outer finish, or:
b) Color coding tapes encircling the conductors,
installed on the conductors at the time of their
installation. Install color coding tapes at
terminations, and at 1' 0" intervals in gutters,
pullboxes, and manholes.
3. More Than One Nominal Voltage System Within A building:
Permanently post the color coding scheme at each branch -circuit
panelboard:
4. 'Existing Color Coding Scheme: Where an existing color coding scheme
is in use, match the existing color coding if it is in accordance with the
requirements of NFPA 70.
5.. Color Code For Wiring Other Than Electric Light and Power: In
accordance with ICEA/NEMA WC-30 "Color Coding of Wires. and
Cables". Other coding methods may be used, as approved.
G. Identification: Use tags to identify feeders and designated circuits. Install tags
so that they are easily read without moving adjacent feeders or require removal
of arc proofing tapes. Attach tags with non-ferrous wire or brass chain.
1. Interior Feeders: Identify each feeder in pullboxes and gutters. Identify
by feeder number and size.
2. Exterior Feeders: Identify each feeder in manholes and in interior
pullboxes and gutters. Identify by feeder number and size, and also
indicate building number and panel designation from which feeder
originates.
3. Street and Grounds Lighting Circuits: Identify each circuit in manholes
and lighting standard bases. Identify by circuit number and size, and also
indicate building number and panel designation from which circuit
originates.
H. Use wire management products to bundle, route, and support wiring injunction
boxes, pullboxes, wireways, gutters, channels, and other locations where wiring
is accessible.
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1 I. Equipment Grounding Conductor:
1. Install equipment grounding conductor:
a. Where specified in other Sections or indicated on' the drawings.
b. In conjunction with circuits recommended by equipment
manufacturers to have equipment grounding conductor. .
2. Equipment grounding conductor is not intended as a current carrying
conductor under normal operating circumstances.
3. Color Coding For Equipment Grounding Conductor:
a. Color Code: Green.
b. "Green" For sizes No. 6 AWG or Smaller:
1) Continuous green outer finish, or:
2) Continuous green outer finish with one or more yellow
stripes, or:
3) Bare copper (see exception below).
C. "Green" For Sizes Larger Than No. 6:
1) Stripping the insulation or covering from the entire
exposed length (see exception below).
2) Marking the exposed insulation or covering with green
color coding tapes.
3) Identify at each end and at every point where the
equipment grounding conductor is accessible.
d. Exception For use'of Bare Copper: Not allowed for use where
NFPA 70 specifically requires equipment grounding conductor
to be insulated, or where specified in other Sections or indicated
on the drawings to be insulated.
J. Arc Proofing: Arc proof feeders installed in a common pullbox or manhole as
follows:
1. Arc proof new feeders,
2. Arc proof existing feeders that are spliced to new feeders.
3. Arc proof each feeder as a unit (except feeders consisting of multiple sets
of conductors).
4. Arc proof feeders consisting of multiple sets of conductors by arc
proofing each set of conductors as a unit.
5. Arc proof feeders with half -lapped layer of 55 mils thick arc proofing
tape, random wrapped or laced with glass cloth tape or glass -fiber cord.
For arc proofing tape less than 55 mils thick add layers to equivalent of
55 mils thick arc proofing tape.
K. Conductor Schedule - Types and Use:
1. Electric Light and Power Circuits:
a. FEP, THHN, THW, THW-2, THWN, THWN-2, XHH, XHHW,
or XHHW-2: Wiring in dry or damp locations (except where
special type insulation is required).
b. THWN, THWN-2, XHHW, XHHW-2, USE, or USE-2: Wiring
in wet locations (except where type USE or USE-2 insulated
conductors are specifically required, or special type insulation is
required).
C. THHN, THWN or THWN-2: Wiring installed in existing
raceway systems (except where special type insulation is
required).
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d. THHN, THW-2, THWN-2, XHHW, or XHHW-2: Wiring for
electric discharge lighting circuits (fluorescent, HID), except
where fixture listing requires wiring rated higher than 90° C.
e. THWN Marked "Gasoline and Oil Resistant": Wiring to
gasoline and fuel oil pumps.
f. USE, or USE-2: Wiring indicated on the drawings to be direct
burial in earth.
g. USE, or USE-2 Marked "Sunlight Resistant":
1) Service entrance wiring from overhead service to the
service equipment.
2) Wiring exposed to the weather and unprotected -(except
where special type insulation is required).
2. Class 1 Circuits: Use Class 1 wiring specified in Part 2 (except where
special type insulation is required).
3. Class 2 Circuits: Use Class 2 wiring specified in Part 2 (except where
special type insulation is required).
4. Class 3 Circuits: Use Class 3 wiring specified in Part 2 (except where
special type insulation is required).
L. Connector Schedule - Types And Use:
1. Temperature Rating: Use connectors that have a temperature rating,
equal to, or greater than the temperature rating of the conductors to
which they are connected
2. Splices:
a. Dry Locations:
1) For Conductors No. 8 AWG or Smaller: Use spring type
pressure connectors, indent type pressure connectors.
with insulating jackets, or connector blocks (except
where special type splices are required).
2) For Conductors No. 6 AWG or Larger: Use connector
blocks or uninsulated indent type pressure connectors.
Fill indentions in uninsulated connectors with electrical
filler tape and apply insulation tape to insulation
equivalent of the conductor, or insulate with heat
shrinkable splices or cold shrink splices.
3) Gutter Taps in Panelboards: For uninsulated type gutter
taps fill indentions with electrical filler tape and apply
insulation tape to insulation equivalent of the conductor,
or insulate with gutter tap cover.
b. Damp Locations: As specified for dry locations, except apply
moisture sealing tape over the entire insulated connection
(moisture sealing tape not required if heat shrinkable splices or
cold shrink splices. are used).
C. Wet Locations: Use uninsulated indent type pressure connectors
and insulate with resin splice kits, cold shrink splices or heat
shrinkable splices. Exception: Splices above ground which are
totally enclosed and protected in NEMA 3R, 4, 4X enclosures
may be spliced as specified for damp locations.
3. Terminations:
a. For Conductors No. 10 AWG or Smaller: Use terminals for:
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r 1) Connecting wiring to equipment designed for use with
terminals.
b. For Conductors No. 8 AWG or Larger: Use compression or
mechanical type lugs for:
1) Connecting cables to flat bus bars.
2) Connecting cables to equipment designed for use with
lugs.
C. For Conductor Sizes Larger Than Terminal Capacity On
Equipment: Reduce the larger conductor to the maximum
conductor size that terminal can accommodate (reduced section
not longer than one foot). Use compression or mechanical type
connectors suitable for reducing connection.
3.03 SAFETY SWITCH INSTALLATION
A. Install switches so that the maximum height above the floor to the center of the
operating handle does not exceed 6%6".
B. Identify each safety.switch, indicating purpose or load served:
1. NEMA 1 Enclosures: Rivet or bolt nameplate to the cover.
2. NEMA 12 Enclosures: Rivet or bolt and gasket nameplate to the cover.
3. NEMA 3R, 4, 4X Enclosures: Attach nameplate to the cover using
adhesive specifically designed for the purpose, or mount nameplate on
wall or other conspicuous location adjacent to switch. Do not penetrate
enclosure with fasteners.
C. Paint switches used for the fire protective signaling system with red paint and
identify - "FIRE ALARM CIRCUIT CONTROL".
D. Paint switches used for oil burner emergency switch with red paint and identify
"OIL BURNER".
3.04 GROUNDING AND BONDING
A. Connections:
1. Make grounding and bonding connections, except buried connections,
with silicone -bronze hardware and ground clamps, ground lugs or
compression connectors, to suit job conditions.
2. For buried connections use exothermic type weld or compression
connectors.
END OF SECTION
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1
SECTION 16523
WIRING FOR MOTORS.AND MOTOR CONTROLLERS
PART1 GENERAL
1.01 REFERENCES
A. NEMA, ANSI, and UL.
1.02 SUBMITTALS
A. Shop Drawings: Complete wiring diagrams of all power and control connections
(Standard diagrams will not be accepted). Deliver 2 copies of approved wiring
diagrams to the Electrical Work Contractor for installation of power wiring. and
connections required under the Electrical Work Contract.
B. Shop Drawings: Complete wiring diagrams of all power and control connections
(Standard diagrams will not be accepted).
C. Product Data: Catalog sheets, specifications and installation instructions.
PART 2 PRODUCTS
2.01 MATERIALS FOR CONTROL. WIRING
A. Raceways, Fittings and Accessories:
1.
Rigid Ferrous Metal Conduit: Steel, hot dipped galvanized on the
outside and inside, UL categorized as Rigid Ferrous Metal Conduit
(identified on UL Listing Mark as Rigid Metal Conduit - Steel or Rigid
Steel Conduit), by Allied Tube & Conduit Corp., LTV Copperweld, or
Wheatland Tube Co.
2.
Intermediate Ferrous Metal Conduit: Steel, galvanized on the outside
and enameled on the inside, UL categorized as Intermediate Ferrous
Metal Conduit (identified on UL Listing Mark as Intermediate Metal
Conduit or IMC), by Allied Tube & Conduit Corp., LTV Copperweld, or
Wheatland Tube Co.
3.
Electrical Metallic Tubing: Steel, galvanized on the outside and
enameled on the inside, UL categorized as Electrical Metallic Tubing
(identified on UL Listing Mark as Electrical Metallic Tubing), by Allied
Tube & Conduit Corp., LTV Copperweld, or Wheatland Tube Co.
4.
Flexible Metal Conduit: Galvanized steel strip shaped into interlocking
convolutions, UL categorized as Flexible Metal Conduit (identified on
UL Listing Mark as Flexible Steel Conduit or Flexible Steel Conduit
Type RW), by AFC Cable Systems Inc., Anamet Electrical Inc., Electri-
Flex-Co., or International Metal Hose Co.
5.
Liquid -tight Flexible Metal Conduit: UL categorized as liquid -tight
flexible metal conduit (identified on UL Listing Mark as Liquid -Tight
Flexible Metal Conduit, also specifically marked with temperature and
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r
environment application data), by AFC Cable Systems Inc., Anamet
Electrical Inc., Electri-Flex Co., or Universal Metal Hose Co.
6. Surface Metal Raceway, Fittings and Accessories: By Thomas & Betts
Corp., Mono -Systems Inc. or Wiremold Co. Area and conductor
capacity indicated for each size raceway is for reference. Follow
manufacturer's recommended raceway capacity for all types and sizes of
conductors:
a. Size 1: Nominal area .3 sq. in. min., 4 No. 12 THW max.;
Thomas & Betts B400, Mono -Systems SMS 700, or Wiremold's
V700.
b. Size 2: Nominal area .75 sq. in. min., 11 No. 12 THW max., -
Thomas & Betts SR250, Mono -Systems SMS2100,''Wiremold's
2100.
C. Size 3: Nominal area 2.8 sq. in. min., 43 No. 12 THW max.;
Thomas & Betts SR500, Mono -Systems SMS3200, or
Wiremold's G3000.
7. Wireways, Fittings and Accessories:
a. NEMA 1 (Without Knockouts): Hoffman Enclosures Inc.
Bulletin F-40, Hubbell/Wegmann's HSK, Lee Products Co.''s S
Series, Rittal/Electromate's EW & EWHC Lay -In Wireway
System, or Square D Co.'s Square -Duct Class 5100. .
8. Insulated. Bushings, Plastic Bushings, Insulated Grounding Bushings: By
Appleton.Electric Co., Cooper/Crouse-Hinds, OZ/Gedney Co.,'or
Thomas & Betts Corp.
r 9. Connectors and Couplings:
a. .. Locknuts: UL, steel/zinc electroplate; Appleton Electric Co.'s
BL-50 Series, Cooper/Crouse-Hinds' 11 Series, OZ/Gedney
Co.'s 1-50S Series, Raco Inc.'s 1002 Series, Steel City/T&B
Corp.'s LN-101 Series, or Thomas & Betts Corp.'s 141 Series.
b. Couplings (For Rigid Metal and IMC Conduit): Standard
galvanized threaded couplings as furnished by conduit
manufacturer, Allied Tube & Conduit Corp.'s Kwik-Couple, or
Thomas & Betts Corp.'s Shamrock.
C. Three Piece Conduit Coupling (For Rigid Metal and IMC
Conduit): Steel, malleable iron,' zinc electroplate; Allied Tube &
Conduit Corp.'s Kwik-Couple, Appleton Electric Co.'s EC-50
Series, Cooper/Crouse-Hinds' 190M Series, OZ/Gedney Co.'s 4-
50 Series, Raco Inc.'s 1562 Series, Steel City/T & B Corp.s EK-
401 Series, or Thomas & Betts Corp.'s 675 Series.
d. Electrical Metallic Tubing Couplings and Insulated Connectors:
_Compression type; steel/zinc electroplate; Appleton Electric
Co.'s TW-50CS1, TWC-50CS Series, Cooper/Crouse-Hinds'
1650, 6605 Series, Raco Inc.'s 2912, 2922 Series, Steel, City/T &
B Corp.'s TC-711 Series, or Thomas & Betts Corp.'s 5120, 5123
Series.
e. Flexible Metal Conduit Connectors: Arlington Industries Inc.'s
Saddle -Grip, OZ/Gedney Co.'s C-8T, 24-34T, ACV-50T Series,
or Thomas & Betts Corp.'s Nylon Insulated Tite-Bite Series.
f. Liquid -tight Flexible Metal Conduit Connectors:
1) Dry, Damp Locations: Steel, malleable iron, zinc
f` electroplate; insulated throat; Appleton Electric Co.'s
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STB Series, Cooper/Crouse-Hinds' LTB Series,
OZ/Gedney Co.'s 4Q-50T Series, Raco Inc.'s 3512.
Series, Steel City/T & B Corp.'s LT-701 Series, or
Thomas & Betts Corp.'s 5332 Series.
2) Wet Locations: OZ/Gedney Co.'s 4Q-TG Series (hot-
dip/mechanically galvanized), or Thomas & Betts
Corp.'s 3322 Series (PVC coated).
10. Conduit Bodies (Threaded):
a. Dry, Damp Locations: Zinc electroplate malleable iron or cast
iron alloy bodies with zinc electroplate steel covers; Appleton
Electric Co.'s Unilets, Cooper/Crouse-Hinds' Condulets,
OZ/Gedney Co.'s Conduit Bodies, or Thomas & Betts Corp.'s
Conduit Bodies.
b. Wet Locations: Malleable iron or cast iron alloy bodies and
covers with hot dipped galvanized or other specified corrosion
resistant finish; Cooper/Crouse-Hinds' Condulets (Corro-free
epoxy powder coat), Thomas & Betts Corp.'s Conduit Bodies
(hot dipped galvanized), or OZ/Gedney Co.'s Conduit Bodies
(hot dipped galvanized). Stainless steel cover screws, covers
gasketed to suit application.
11. Expansion Fittings:
a. Dry, Damp Locations:
1) Malleable iron, zinc electroplate finish: Appleton
Electric Co.'s XJ or OZ/Gedney Co.'s AX (TX for
EMT), with external bonding jumper.
2) Electrogalvanized Steel: Cooper/Crouse-Hinds' XJG
(XJG-EMT for EMT), or Thomas & Betts Corp.'s XJG,
with internal grounding.
b. Wet Locations: Cooper/Crouse-Hinds XJG (Corro-free epoxy
powder coat), OZ Gedney Co.'s AX, EXE (end type, hot dipped
galvanized), or Thomas & Betts Corp.'s XJG (hot dipped
galvanized).
12. Deflection Fittings:
a. Dry, Damp Locations: Appleton Electric Co.'s DF,
Cooper/Crouse-Hinds' XD, or OZ/Gedney Co.'s Type DX.
b. Wet Locations: Ductile iron couplings with hot dipped
galvanized finish, neoprene sleeve, and stainless steel bands,
Appleton Electric Co.'s CF; or bronze couplings, neoprene
sleeve, and stainless steel bands, OZ/Gedney Co.'s Type DX.
13. Sealing Fittings:
a. Dry, Damp Locations: Appleton Electric Co.'s EYS, ESU
w/Kwiko sealing compound and fiber filler, Cooper/Crouse-
Hinds' EYS, EZS w/Chico A sealing compound and Chico X
filler, OZ/Gedney Co.'s EY, EYA with EYC sealing compound
and EYF damming fiber, or Thomas & Betts Corp.'s. EYS
w/Chico A sealing compound and Chico X filler.
1) Other Type Fittings: As required to suit installation
requirements, by Appleton Electric Co., Cooper/Crouse-
Hinds, OZ/Gedney Co, or Thomas & Betts Corp.
b. Wet Locations: Malleable iron body with hot
dipped/mechanically galvanized finish, neoprene sleeve, and
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14.
15
stainless steel bands, Appleton electric Co.'s CF; or bronze
couplings, neoprene sleeve, and stainless steel bands,
OZ/Gedney Co.'s Type DX.
1) Horizontal: Cooper/Crouse-Hinds' EYS with Chico A
sealing compound and Chico X filler, OZ/Gedney Co.'s
EYD with EYC sealing compound and EYF damming
fiber, or Thomas & Betts Corp.'s. EYS w/Chico A
sealing compound and Chico X filler.
2) Vertical (with Drain): Cooper/Crouse-Hinds with Chico
A sealing compound and Chico X filler, OZ/Gedney
Co.'s EY, EYA with EYC sealing compound and EYF
damming fiber, or Thomas & Betts Corp.'s. w/Chico A
sealing compound and Chico X filler.
3) Other Type Fittings. As required to.suit installation
requirements, by Cooper/Crouse-Hinds, OZ/Gedney Co.,
or Thomas & Betts Corp. with hot dipped/mechanically
galvanized finish or epoxy powder coat.
Sealant for Raceways Exposed to Different Temperatures: Sealing
compounds and accessories to suit installation; Appleton Electric Co.'s
DUC, or Kwiko Sealing Compound with fiber filler, Cooper/Crouse-
Hinds' Chico A Sealing Compound with Chico X fiber, Electrical
Products Division 3M Scotch products, OZ Gedney Co.'s DUX or EYC
sealing compound with EYF damming fiber, or Thomas & Betts Corp.'s
Blackburn DX.
Vertical Conductor Supports:
a. Dry, Damp Locations: Kellems/Hubbell Inc.'s Conduit Riser
Grips, or OZ/Gedney Co.'s Type M, Type R.
b. Wet Locations: Kellems/Hubbell Inc.'s Conduit Riser Grips
(stainless steel or tin coated bronze), or OZ/Gedney Co.'s hot
dipped galvanized finish Type CMT or Type W.
B. Outlet/Device, Junction and Pull Boxes:
1. Galvanized Steel Boxes for Concealed Work: Standard galvanized steel
boxes and device covers by Appleton Electric Co.,. Beck Mfg./Picoma
Industries, Cooper/Crouse-Hinds, Raco/Div. of Hubbell, or Steel City/T
& B Corp.
2. Galvanized Steel Junction and Pull boxes for Exposed Work: Code
gage, galvanized steel screw cover boxes by Delta Metal Products Inc.,
Hoffman Enclosures Inc., Hubbell Wiegmann, Lee Products Co., or
Rittal/Electromate.
3. Threaded Type Boxes for Exposed Work:
a. Outlet Boxes:
1) For Dry, Damp Locations: Zinc electroplate malleable
iron or cast iron alloy boxes by Appleton Electric Co.,
Cooper/Crouse-Hinds Co., OZ/ Gedney Co., or Thomas
& Betts Corp. with zinc electroplate steel covers to suit
application.
2) For Wet Locations: Malleable iron or cast iron alloy
boxes with hot dipped galvanized or other specified
corrosion resistant finish as produced by Cooper/Crouse-
Hinds (hot dipped galvanized or Corro-free epoxy
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powder coat), OZ/Gedney Co. (hot dipped galvanized),
or Thomas & Betts Corp. (hot dipped galvanized) with
stainless steel cover screws, and malleable iron covers
gasketed to suit application.
b. Junction And Pull Boxes:
1) For Dry, Damp Locations: Zinc electroplate cast iron
boxes by Appleton Electric Co., Cooper/Crouse-Hinds,
OZ/Gedney Co., or Thomas & Betts Corp. with zinc
electroplate steel or cast iron cover.
2) For Wet Locations: Cast iron boxes by Cooper/Crouse-
Hinds' (hot dipped galvanized or Corro-free epoxy
powder coat), OZ/Gedney Co. (hot dipped galvanized),
or Thomas & Betts Corp. (hot dipped galvanized) with
stainless steel cover screws and cast iron cover gasketed
to suit application.
C. Conduit Bodies, Threaded (Provided with a Volume Marking):
1) For Dry, Damp Location: Zinc electroplate malleable
iron or cast iron alloy bodies with zinc electroplate steel
covers; Appleton Electric Co.'s Unilets, Cooper/Crouse-
Hinds' Condulets, OZ/Gedney Co.'s Conduit Bodies, or
Thomas & Betts Corp.'s Conduit Bodies.
2) For Wet Locations: Malleable iron or cast iron alloy
bodies with hot dipped galvanized or other specified
corrosion resistant finish; Cooper/Crouse-Hinds'
Condulets (hot dipped galvanized or Corro-free epoxy
power coat), OZ/Gedney Co.'s Conduit Bodies (hot
dipped galvanized), or Thomas & Betts Corp.'s Conduit
Bodies (hot dipped galvanized) with stainless steel cover
screws and malleable iron covers gasketed to suit
application.
4. Specific Purpose Outlet Boxes: As fabricated by manufacturers for"
mounting their equipment.
5. For Fire Rated Construction:
a. Parameters For Use of Listed Metallic Boxes: UL Electrical
Construction Equipment Directory - Metallic Outlet Boxes
WIT).
b. Wall Opening Protective Materials: As listed in UL Fire
Resistance Directory - Wall Opening Protective Materials
(CLIV), or UL Electrical Construction Equipment Directory -
Wall Opening Protective Materials (QCSN).
C. Conductors and Accessories:
1. Date of Manufacture: No insulated conductor over one year old when
delivered to the site will be acceptable.
2. Conductors: Annealed uncoated copper or annealed coated copper in
conformance with the applicable standards for the type of insulation to
be applied on the conductor.
3. Class 1 Wiring:
a. No. 18 and No. 16 AWG: Insulated copper conductors suitable
for 600 volts, NFPA 70 types KF-2, 'KFF-2, PAFF, PF, PFF,
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PGF, PGFF, PTFF, SF-2, SFF-2, TF, TFF, TFN, TFFN, ZF, or
ZFF.
b.
Larger than No. 16 AWG: Insulated copper conductors suitable
for 600 volts, in with NFPA 70 Article 310.
C.
Conductor with other types and thickness of insulation may be
used if listed for Class 1 circuit use.
4. Class 2 Wiring:
a.
Multiconductor Cables: NFPA 70 Article 725, Types CL2P,
CL2R, CL2.
b.
Other types of cables may be used in accordance with NFPA 70
Table 725-61 "Cable Uses and Permitted Substitutions", as
approved.
5. Class 3 Wiring:
a.
Single Conductors No. 18 and No. 16 AWG: Same as Class 1
No. 18 and No. 16 AWG conductors, except that:
1) Conductors are also listed as CL3.
2) Voltage rating not marked on cable except where cable
has multiple listings and voltage marking is required for
one or more of the listings.
b.
Multiconductor Cables: NFPA 70 Article 725, Types CL3P,
CL3R, CL3.
C.
Other types of cables may be used in accordance with NFPA 70,
Table 725-61 "Cable Uses and Permitted Substitutions", as
approved.
6. Connectors:
a.
General: Connectors specified are part of a system. Furnish
connectors and components, and use specific tools and methods
as recommended by connector manufacturer to form complete
connector system.
b.
Splices:
1) Spring Type:
a) Rated 105' C, 600V; Buchanan/Ideal Industries
Inc.'s B-Cap, Electrical Products Div./3M's
Scotchlok Type Y, R,. G, B, OB+, R/Y+, or
B/G+, or Ideal Industries Inc.'s Wing Nuts or
Wire Nuts.
b) Rated 150' C, 600V; Ideal Industries Inc.'s High
Temperature Wife -Nut Model 73B, 59B.
2) Indent Type with Insulating Jacket:
a) Rated 105' C, 600V; Buchanan/Ideal Industries
Inc.'s Crimp Connectors, Ideal Industries Inc.'s
Crimp Connectors, Penn -Union Corp.'s Penn -
Crimps, or Thomas & Betts Corp.'s STA-KON.
3) Indent Type (Uninsulated): Anderson/Hubbell's Versa -
Crimp, VERSAtile, Blackburn/T&B Corp.'s Color -
Coded Compression Connectors, Electrical Products
Div./3M's Scotchlok 10000, 11000 Series, Framatome
ConnectorsBurndy's Hydent, Penn -Union Corp.'s BCU,
BBCU Series, or Thomas & Betts Corp.'s Compression
Connectors.
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4) Connector Blocks: NIS Industies Inc.'s Polaris System,
or Thomas & Betts Corp.'s Blackburn AMT Series.
5) Resin Splice Kits: Electrical Products Div./3M's
Scotchcast Brand Kit Nos. 82A Series, 82-B 1 or 90-B 1,
or Scotchcast Brand Resin Pressure Splicing Method.
6) Heat Shrinkable Splices: Electrical Products Div./3M's
ITCSN, Raychem Corp.'s Thermofit Type WCS, or
Thomas & Betts Corp.'s SHRINK-KON Insulators.
7) Cold Shrink Splices: Electrical Products Div./3M's
8420 Series.
7.
Terminals: Nylon insulated pressure terminal connectors by Amp-
Tyco/Electronics, Electrical Products Div./3M, Framatome
ConnectorsBurndy, Ideal Industries Inc., Panduit Corp., Penn -Union
Corp., Thomas & Betts Corp., or Wiremold Co.
8.
Insulation Tapes:
a. Plastic Tape: Electrical Products Div./3M's Scotch Super 33+ or
Scotch 88, Plymouth Rubber Co.'s Plymouth/ Bishop Premium
85CW.
b. Rubber Tape: Electrical Products Div./3M's Scotch 130C, or
Plymouth Rubber Co.'s Plymouth/Bishop W963 Plysafe.
9.
Moisture Sealing Tape: Electrical Products Div./3M's Scotch 2200 or
2210, or Plymouth Rubber Co.'s Plymouth/Bishop 4000 Plyseal-V.
10.
Wire Management Products: Cable clamps and clips, cable ties, spiral
wraps, etc., by Catamount/T&B Corp., or Ideal Industries Inc.
D. Supporting Devices:
1.
"C" Beam Clamps:
a. For 1 Inch Conduit Maximum: B-Line Systems Inc.'s BG-8-C2
and BP-8-C1 Series, or Caddy Fastener Div./Erico Products
Inc.'s BC-8P and BC-8PSM Series.
b. For 3 Inch Conduit Maximum: Appleton Electric Co.'s BH-500
Series beam clamp with H50WB Series hangers, Kindorf/T&B
Corp.'s 500 Series beam clamp with 6H0-B Series hanger, or
OZ/Gedney Co.'s IS-500 Series beam clamp with H-OWB
Series hanger.
C. For 1/4 Inch Hanger Rods: B-Line Systems Inc.'s BC, Caddy
Fastener Div./Erico Products Inc.'s BC, Kindorf/T&B Corp.'s
500-SC, 510, or Unistrut Corp.'s P1648S, P2398S, P2675,
P2676.
d. For 3/8 Inch Hanger Rods: B-Line Systems Inc.'s BC, Caddy
Fastener Div./Erico Products Inc.'s BC, Kindorf/T&B Corp.'s
E231-3/8, 502, or Unistrut Corp.'s PI649AS, P2401S, P2675,
P2676.
2. .
Pipe Straps: Two hole steel conduit straps; Kindorf/T&B Corp.'s C-144
Series.
3.
Pipe Clamps: One hole malleable iron clamps; Kindorf/T&B Corp.'s
HS-400 Series, or OZ/ Gedney Co.'s 14-50 Series.
4.
Supporting Fastener (Metal Stud Construction): Metal stud supports,
clips and accessories as produced by Caddy Fastener Div./Erico Products
Inc.
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PART 3 EXECUTION
3.01 INSTALLATION, GENERAL
A. Power Wiring: Not included in this Contract (provided by Electric Contractor),
Exception:
1. Where a power source (at junction box, enclosed circuit breaker, safety
switch, or panelboard) is provided by the Electric Contractor, provide
power wiring from the power source to the equipment.
B. Power Wiring: As specified in other Electrical Sections.
C. Control Wiring: Provide control wiring and connections.
1. Where control circuit interlocking is required between individually
mounted motor controllers, provide a single pole on -off switch in a
threaded type box mounted adjacent to motor safety switches which are
remote from the control transformer (to enable interlock circuit to be
opened when the motor safety switch is opened).
3.02 RACEWAY, INSTALLATION
A. Conduit Installed Concealed:
1. Install conduit concealed unless otherwise indicated on the drawings.
2. Existing Construction:
a. Run conduit in existing chases and hung ceilings.
b. If conduit cannot be installed concealed due to conditions
encountered in the building, report such conditions and await
approval in writing before proceeding.
3. New Construction:
a. Run conduit in the ceilings, walls, and partitions.
b. Conduit may not be installed in concrete floor slab (concrete
slabs that are both ceilings and floors shall be treated as floor
slabs).
C. Concrete Floor Slabs (Concrete slabs that are both ceilings and
floors shall be treated as floor slabs):
1) Conduit in Slab: Run 1/2 and 3/4 inch conduit in the
slab where placement of reinforcement and slab
thickness is sufficient to allow 1-1/2 inches of concrete
cover over conduit, otherwise run conduit under slab.
Run conduit one inch and larger in the slab in the
specific location(s) where it is indicated on the drawing
to be run in the slab, otherwise run conduit under slab.
a) Run conduit under reinforcement where
reinforcement is in upper portion or middle of
slab.
b) Run conduit over reinforcement where
reinforcement is in lower portion of slab.
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c) Run conduit between reinforcement where
reinforcement is in upper and lower portions of
slab.
d) Separate parallel conduits minimum of 2 inches
so that each conduit will be enveloped in
concrete.
e) Pass conduit over steel beams, if any, parallel
with the reinforcement.
f) Tie down conduit to avoid movement during
placement of concrete.
g) Demonstrate to the Director's Representative
that conduit has been placed to allow minimum
of 1-1/2 inches of concrete cover.
2) Conduit Under Slab on Grade:
a) Run conduit under vapor barrier (if any).
b) Install equipment grounding conductor in each
conduit. Bond at boxes and equipment to which
conduit is connected.
3) Conduit Under Slab, Above Finished Ceiling:
a) Attach conduit to bottom of slab or structure
supporting the slab.
b) Firestop through -penetrations of the slab.
4. If any portions of the conduit system cannot be installed concealed due to
conditions encountered in the building, report such conditions and await
/ approval in writing before proceeding.
B. Conduits Penetrating Concrete Floor Stabs (Concrete slabs that are both ceilings
and floors shall be treated as floor slabs):
1. Provide a minimum of 2 inches between conduits that vertically
penetrate elevated concrete slabs.
.2. Provide firestopping and spray on fireproofing at locations where
conduits penetrate. surface of floor slab and'slab is part of fire rating
required for construction.
C. Conduit Installed Exposed:
1. Install conduit exposed where indicated on the drawings. If not
indicated, conduit may be installed exposed, as approved, in:.
a. Unfinished spaces, and finished spaces housing mechanical or
electrical equipment that is generally accessible only to facility
maintenance personnel.
b. Areas where existing conduits have been installed exposed.
C. Areas where conduit cannot be installed concealed.
2. Install conduit tight to the surface of the building construction.
Exceptions:
a. Where otherwise indicated or directed.
b. Where conduit is exposed in wet locations. Install entire wiring
system including conduit, boxes, and fittings so that there is 1/4
inch air space between it and the wall or supporting surface.
3. Install vertical runs perpendicular to the floor.
4. Install runs on the ceiling perpendicular or parallel to the walls.
5. Install horizontal runs parallel to the floor.
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6. Do not run conduits near heating pipes.
7. Installation of conduit directly on the floor will not be permitted.
D. Conduit Size: Not smaller than 1/2 inch electrical trade size.
E. Raceways Exposed to Different Temperatures: Where portions of an interior
raceway system are exposed to widely different temperatures, seal interior and
exterior of raceway to prevent circulation of air from a warmer to a colder section
through the raceway installation.
1. Refrigerated Rooms: Install conduit body or junction box in the raceway
system on warm side of refrigerated room. After conductors are
installed, seal interior of the raceway at the conduit body or junction box.
2. Heated Areas to Unheated Areas: After conductors are installed, seal
interior of the raceway at the nearest conduit body, outlet or junction box
in the heated area adjoining the unheated area.
F. Conduit for Prefabricated Walk -In Refrigeration Boxes:
1. Run box wiring in conduit. Run conduit exposed on exterior of box
unless project conditions require conduit to be run exposed on interior of
box.
a. Install rigid ferrous metal conduit where the metal surfaces are
galvanized steel.
b. Install rigid stainless steel conduit where the metal surfaces are
stainless steel.
2. Create a thermal break where penetrating the box by installing maximum
of 12 inches of Schedule 40 high density polyethylene conduit within the
conduit run at the penetration.
3. Install equipment grounding conductor in each conduit.
4. Seal raceway as specified for raceways exposed to different
temperatures.
G. Conduits in Heating Tunnels: Install rigid ferrous metal conduit exposed in the
tunnel and run conduit to avoid manhole entrances and other obstructions.
H. Conduit in Waterproofed Floors: Install conduit runs in waterproof floors to
avoid penetrating the waterproofing. Avoid penetration of waterproofing with
conduit risers so far as practicable.
1. Where it is necessary to puncture the waterproofing for a conduit riser,
install a standard weight steel pipe sleeve extending one inch above the
finished floor level. Flash the steel pipe sleeve to the waterproofing with
16 ounce copper. Construct the flashing with a copper tube extending
the full height of the sleeve, soldered to a copper base extending 6 inches
in all directions from the sleeve.
2. The flashing will be integrated into the waterproofing by the
Construction Contractor. Provide solid cast brass floor plates with
chromium finish where pipe sleeves are exposed in rooms.
I. Conduit in Hazardous Areas: Install Work in hazardous areas in accordance with
NFPA 70 - National Electrical Code.
` 1. Install sealing fittings in concealed conduit runs in a recessed box with
blank face plate to match other face plates in the area.
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J. Raceway Schedule:
1. Rigid Ferrous Metal Conduit: Install in all locations unless otherwise
specified or indicated on the drawings.
2. Intermediate Metal Conduit: May be installed in all dry and damp
locations except:
a. Hazardous areas.
b. Where other type raceways are specified or indicated on the
drawings.
3. Electrical Metallic Tubing:
a. May be installed concealed above suspended ceilings where,
conduit does not support equipment.
b. May be installed concealed in hollow areas in dry locations,
including:
1) Hollow concrete masonry units, except where cores are
to be filled.
2) Drywall construction with sheet metal studs, except
where studs are less than 3-1/2 inches deep.
C. May be installed exposed as branch circuit conduits in dry non-
hazardous locations at elevations over 10'-0" above finished
floor where conduit does not support equipment.
4. Flexible Metal Conduit: Install equipment grounding conductor in the
flexible metal conduit and bond at each box or equipment to which
conduit is connected:
a. Use 1 to 3 feet of flexible metal conduit for final conduit
connection to:
1) Equipment subject to vibration (dry locations).
2) Equipment requiring flexible connection for adjustment
or alignment (dry locations).
b. Use above existing non -removable suspended ceilings where
rigid type raceways cannot be installed due to inaccessibility of
space above ceiling.
C. May be installed concealed in drywall construction with sheet
metal studs, except where studs are less than 3-1/2 inches deep.
5. Liquid -tight Flexible Metal Conduit: Use 1 to 3 feet of liquid -tight:
flexible metal conduit (UL listed and marked suitable for the
installation's temperature and environmental conditions). for final conduit
connection to:
a. Equipment subject to vibration (damp and wet locations).
b. Equipment requiring flexible connection for adjustment or
alignment (damp and wet locations).
6. Surface Metal Raceway: Use as exposed raceway system in finished
spaces at locations, when approved, where raceways cannot be installed
concealed:
a. Use surface metal raceway system of size required for number of
wires to be installed therein.
b. Do not run raceway through walls that have a plaster finish nor
through masonry walls or floors. Install a pipe sleeve, or a short
length of conduit with junction boxes or adapter fittings for
raceway runs through such areas. Run raceway along top of
baseboards, care being taken to avoid4elephone and other signal
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wiring. Where raceway crosses chair railing or picture molding,
cut the chair railing or picture molding to permit the raceway to
lie flat against the wall. Run raceway around door frames and
other openings. Run raceway on ceiling or walls perpendicular
to or parallel with walls and floors.
C. Secure raceway at intervals not exceeding 36 inches.
d. Where equipment is mounted on an outlet box and the equipment
base is larger than the outlet box, provide finishing collar around
equipment base and outlet box or provide finishing collar/outlet
box:
1) -Finishing Collar: Same finish and peripheral dimensions
as the equipment base, including provisions for
mounting, slots to fit over raceway and of depth to cover
outlet box and extend back to ceiling or wall.
2) Combination Finishing Collar/Outlet Box: Same finish
and peripheral dimensions as the equipment base to be
mounted thereon, gage or thickness of metal as required
by National Electrical Code, including provision for
mounting and knockouts for entrance of raceway.
7. Wireways: May be used indoors in dry locations for exposed raceway
between grouped, wall mounted equipment.
K. Fittings and Accessories Schedule:
1. General:
a. Use fittings and accessories that have a temperature rating equal
to, or higher than the temperature rating of the conductors to be
installed within the raceway.
b. Use zinc electroplate or hot dipped galvanized steel/malleable
iron or cast iron alloy fittings and accessories in conjunction with
ferrous raceways in dry and damp locations unless otherwise
specified or indicated on the drawings.
C. Use malleable iron or cast iron alloy fittings and accessories
having hot dipped/mechanically galvanized finish or other'
specified corrosion resistant finish in conjunction with ferrous
raceways in wet locations unless otherwise specified or indicated
on the drawings.
d. Use caps or plugs to seal ends of conduits until wiring is
installed (to exclude foreign material).
e. Use insulated grounding bushings on the ends of conduits that
are not directly connected to the enclosure (such as stub -ups
under equipment, etc.) and bond between bushings and enclosure
with equipment grounding conductor.
f. Use expansion fittings where raceways cross expansion joints.
g. Use deflection fittings where raceways cross expansion joints
that move in more than one plane.
h. Use 2 locknuts and an insulated bushing on end of each conduit
entering sheet metal cabinet or box in dry or damp locations.
1) Plastic bushings may be used on 1/2 and 3/4 inch
conduit in lieu of insulated bushing.
' 2) Terminate conduit ends within cabinetibox at the same
level.
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i. Use watertight hub on end of each conduit entering cabinets or
boxes (in wet locations) that are not constructed with integral
threaded hubs.
2. For Rigid and Intermediate Metal Conduit: Use threaded fittings and
accessories. Use 3 piece conduit coupling where neither piece of conduit
can be rotated.
3. For Electrical Metallic Tubing: Use compression type connectors and
couplings.
4. For Flexible Metal Conduit: Use flexible metal conduit connectors.
5. For Liquid -tight Flexible Metal Conduit: Use liquid -tight connectors.
6. For Surface Metal Raceway: Use raceway manufacturer's standard
fittings and accessories.
7.. For Wireways: Use wireway manufacturer's standard fittings and
accessories.
3.03 OUTLET, JUNCTION AND PULLBOX INSTALLATION
A. Boxes For Concealed Conduit System:
1. Non -Fire Rated Construction:
a. Depth: To suit job conditions and comply with NFPA 70 Article
370.
b. For Junction and Pull Boxes: Use galvanized steel boxes with
flush covers.
C. For Devices:
1) Plaster or Cast -In -Place Concrete Walls: Use 4 inch or
4-11/16 inch galvanized steel boxes with device covers.
2) Walls Other Than Plaster or Cast -In -Place Concrete:
Use type of galvanized steel box that will allow device
to cover the opening made for the installation of the box.
2. Recessed Boxes in Fire Rated (2 hour maximum) Bearing and
Nonbearing Wood or Steel Stud Walls (Gypsum Wallboard Facings):
a. Use listed single and double gang metallic device boxes. The
surface area of individual device box shall not exceed 16 square
inches.
b. The aggregate surface area of the boxes shall not exceed 100
square inches per 100 square feet of wall surface.
C. Securely fasten boxes to the studs. Verify that the opening in the
wallboard facing is cut so that the clearance between the box and
the wallboard does not exceed 1/8 inch.
d. Separate boxes located on opposite sides of walls or partitions by
a minimum horizontal distance of 24 inches. This minimum
separation distance may be reduced when wall opening
protective materials are installed according to the requirements
of their classification.
e. Use wall opening protective material in conjunction with boxes
installed on opposite sides of walls or partitions of staggered stud
construction in accordance with the classification requirements
for the protective material.
3. Other Fire Rated Construction: Use materials and methods to comply
with the listing requirements for the classified construction.
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B. Boxes For Exposed Conduit System:
1. Dry and Damp Locations: Use zinc electroplate or hot dipped
galvanized threaded type malleable iron or cast iron alloy outlet,
junction, and pullboxes or conduit bodies provided with a volume
marking in conjunction with ferrous raceways unless otherwise specified
or indicated on the drawings.
a. Galvanized steel boxes may be used in conjunction with conduit
sizes over 1 inch in non -hazardous dry and damp locations.
b. Galvanized steel boxes may be used in conjunction with
electrical metallic tubing where it is installed exposed as branch
circuit conduits at elevations over 10'-0" above finished floor.
2. Wet Locations: Use threaded type malleable iron or cast iron alloy outlet
junction, and pullboxes or conduit bodies (provided with a volume
marking) with hot dipped galvanized or other specified corrosion
resistant coating in conjunction with ferrous raceways unless otherwise
specified or indicated on the drawings.
3. Finishing Collar or Combination Finishing Collar/Outlet Box (Surface
Mounted Equipment Used With Exposed Raceway):
a. Use finishing collar where surface mounted equipment is
installed on an exposed raceway outlet box and the equipment
base is larger than the outlet box.
b. Use combination finishing collar/outlet box where surface
mounted equipment is not indicated to be installed on an exposed
raceway outlet box, but raceway cannot be run directly into
equipment body due to equipment design.
C. Specific Purpose Outlet Boxes: Use to mount equipment when available and
suitable for job conditions. Unless otherwise specified, use threaded type boxes
with finish as specified for exposed conduit system, steel (painted) for surface
metal raceway system and galvanized steel for recessed installations.
3.04 CONDUCTOR INSTALLATION
A. Install conductors in raceways.
B. Conductor Size: Install conductors of size shown on drawings. Where size is not
indicated for control wiring, the minimum size allowed is:
1. For Class 1 Circuits:
a. No. 18 and No. 16 AWG may be used provided they supply
loads that do not exceed 6 amps (No. 18 AWG), or 8 amps (No.
16 AWG).
b. Larger than No. 16 AWG: Use to supply loads not greater than
the ampacities given in NFPA 70 Section 310-15.
2. For Class 2 Circuits: Any size to suit application.
3. For Class 3 Circuits: No. 18 AWG.
C. Color Code for Control Circuits: In accordance with ICEA/NEMA WC-30
"Color Coding of Wires and Cables". Other coding methods may be used, as
approved.
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D. Wire Management: Use wire management products to bundle, route, and support
wiring injunction boxes, pullboxes, wireways, gutters, channels, and other
locations where wiring is accessible.
E. Insulated Conductor Schedule:
1. Class 1 Circuits: Use Class 1 wiring specified in Part 2 (except where
special type insulation is required).
2. Class 2 Circuits: Use Class 2 wiring specified in Part 2 (except where
special type insulation is required).
.3. Class 3 Circuits: Use Class 3 wiring specified in Part 2 (except where
special type insulation is required).
F. Connector Schedule:
1. Splices:
a. Dry Locations: For Conductors No. 8 AWG or Smaller: Use
spring type pressure connectors, indent type pressure connectors
with insulating jackets, or connector blocks (except where
special type splices are required).
b. Damp Locations: As specified for dry locations, except apply
moisture sealing tape over the entire insulated connection
(moisture sealing tape not required if heat shrinkable splices or
cold shrink splices are used).
C. Wet Locations: Use uninsulated indent type pressure connectors
and insulate with resin splice kits, cold shrink splices or heat
shrinkable splices. Exception: Splices above ground which are
totally enclosed and protected in NEMA 3R, 4, 4X enclosures.
may be spliced as specified for damp locations.
2. Terminations:
a. For Conductors No. 10 AWG or Smaller: Use terminals for
connecting control wiring to terminal strips, and to equipment
designed for use with terminals.
3.05 SUPPORTING DEVICE INSTALLATION
A. Attachment of Conduit System:
1. Wood Construction: Attach conduit to wood construction by means of
pipe straps or pipe clamps and wood screws or lag bolts.
2. Masonry Construction: Attach conduit to masonry construction by
means of pipe straps or pipe clamps and masonry anchorage devices.
3. Steel Beams: Attach conduit to steel beams by means of "C" beam
clamps and hangers.
4. Conduit Above Suspended Ceiling: Do not rest conduit directly on
runner bars; T-bars, etc. Support conduit from ceiling supports or from
construction above suspended ceiling.
B. Metal Stud Construction: Attach raceways and boxes to metal studs by means of
supporting fasteners manufactured specifically for the purpose.
1. Support and attach outlet boxes so that they cannot torque/twist. Either:
a. Use bar hanger assembly, or:
b. In addition to attachment to the stud, also provide far side box
support.
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END OF SECTION
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