ASI SPECIFICATION 8565 - WEATHER RESISTANT SOUND
ATTENUATED DROP-OVER ENCLOSURE TO BASE OR UL-142/2085
BASE/TANK WITH SOUND ATTENUATED FIXED INTAKE LOUVERS
Weather resistant thermal insulated drop over enclosure
to base, concrete pad or UL-142/UL-2085 base tank, for
natural gas or diesel generator set. Walk-In or Skin
type available
1. An enclosure shall be provided to house each engine/generator and all accessories. The enclosure is to be in compliance with the National Electrical Code (NEC) and the National Fire Protection Association (NFPA) as applicable.
DESIGN OUTLINE:
a. Rigidity wind set equal to 110 MPH
b. Roof load equal to 50 lbs. per sq. ft.
c. Floor load equal to 200 lbs. per sq. ft.
d. Rain test equal to 4” per hour
e. Enclosure will consist of a roof, underframe, side walls, end walls and built
with semi-monocoque construction.
f. The system shall include fixed sound absorbing air inlet louvers, an equipment
enclosure section, and a cooling air discharge silencer hood section.
g. Roof and walls shall each be of one-piece, semi-monocoque construction.
All framing members shall be steel. Skin material shall be min. thickness 0.040” pre-painted
aluminum. Skin panels shall be interlocked to framing members on 24” centers
maximum. Pop rivets and bolts are not acceptable fasteners to attach exterior
skin to framing. Roof assembly shall be cambered to aid in rain runoff.
h. Insulation in walls and roof shall be semi-rigid, thermo-acoustic with thickness
as required to meet the noise criteria specified and with a flame spread of 10,
fuel contributed 0 and smoke developed 0. Lining shall be perforated18 gauge
.040, mill-finish aluminum. Self-adhesive foam and loose or bat-type insulating
materials will not be accepted.
i. The floor structure shall be rated for a minimum distributed load of 200
lbs./ft. and reinforced as required to support prevailing point-loading. The
floor and
underframe assembly shall consist of structural “C” Channel welded to form
the outer perimeter. This perimeter shall be combined with formed or structural
steel
crossmembers so as to create a welded steel support structure for the installed
power generation equipment. Steel channels shall be incorporated into the floor
structurefor adequate structural support and attachment of the generator set
and vibration isolators. The crossmembers shall be overlaid with diamond plate
or floor plate steel for the purpose of load distribution, vibration isolation
and sound attenuation.
j. Lifting provisions shall be provided at or near the enclosure base, with capacity
and number suitable for rigging the entire assembly.
k. Single and/or double personnel
access doors shall be provided. Doors shall consist of an extruded aluminum
frame with skin material matching enclosure. Doors shall
be fully gasketed to form
a weather tight perimeter seal. Hinges shall be forged aluminum with stainless
steel pins, handles shall be stainless steel and lockable, and lock mechanism
shall be three-point, with panic hardware (if necessary for walk-in enclosures)
to allow opening from inside even when locked. All door opening include an
overhead rain gutter for channeling rainwater away from
the enclosure.
l. The engine coolant & oil drains shall be extended to the exterior of the
enclosure. The engine crankcase breather shall be extended to the exterior
of the enclosure.
m. Air handling shall be as follows: Air will enter the enclosure through
sound absorbing fixed louvers. Optional motor operated damper(s) shall be
provided,
wired to open at engine startup. Radiator discharge will be through a gravity
operated damper and into a vertical discharge plenum through the top as dictated
by airflow. The system shall not exceed 0.5” w.g. total external static pressure
to endure adequate airflow for cooling and combustion.
n. Enclosure manufacturer shall internally or externally mount, pipe, and
optionally insulate low profile exhaust silencer while maintaining the weatherproof
integrity
of the system. All exhaust piping and fittings shall be stainless steel.
The exhaust outlet shall be terminated through the roof or discharge hood,
with sufficient
space provided to extend the exhaust outlet.
OPTIONAL ELECTRICITY FOR ENCLOSURE:
2. An electrical package shall be installed by the enclosure manufacturer
prior to shipment as follows:
a. 1- 100 amp, 120/208, 3 phase Load Center with main breaker
b. 4 -100 w Incandescent lights with globes and guards
c. 2 - light switches
d. 1 - 5kw space heater with thermostat
e. 1 - 12 inch exhaust fan with thermostat and gravity damper
f. 2- duplex GFI receptacles.
g. Connection(s) for motor operated damper(s).
h. The sub-base tank alarms shall be completely wired.
i. All wiring shall be done in EMT or rigid conduit.D. Electrical connections
for coolant heater, battery charger and day tank pumps (if specified) shall
be provided as required.
j. A finished and completely assembly package shall be delivered to the
site for final connections in the field by customer contractrs.
DOUBLE WALL SECONDARY
CONTAINMENT SUB-BASE FUEL TANK
3. A sub-base fuel tank used in conjunction with the diesel generator set
shall be as specified herein.
a. The sub-base fuel system shall be listed UL 142 or UL 2085, sub-section
entitled Special Purpose Tanks EFVT category, and will bear their mark of
UL Approval according to their particular classification and carry the Hall
Patent for UL-2085 tanks.
b. The above-ground steel secondary containment rectangular tank for use
as a sub-base for diesel generators is manufactured and intended to be installed
in accordance with the Flammable and Combustion Engine and Gas Turbines-NFPA
37, AND Emergency and Standby Power Systems-NFPA 110.
c. Construction: (UL-142)
d. Primary Tank shall be rectangular in shape and constructed in clam shell
fashion to ensure maximum structural integrity and allow the use of a full
throat fillet weld.
e. Primary Tank shall have a Steel Channel Support System.
f. Reinforced steel box channel for generator support, with specified load
rating for each generator set. Full height gussets at either end of channel
and at generator set mounting holes shall be utilized.
g. The exterior coating must be type tested to withstand continuous salt
spray testing at 100 percent exposure for 244 hours to a 5 percent salt solution
92-97% F. The coating has been subject to full exposure humidity testing
to
100 percent humidity at 100° F for 24 hours. Tests are to be conducted in
accordance with The American Standard Testing Methods Society.
h. Normal venting shall be sized in accordance with the American Petroleum
Institute Standard No 2000, Venting Atmospheric and low Pressure Storage
Tank not less than 1-1/4” ( 3 cm.) nominal inside diameter. An atmospheric mushroom
cap shall be furnished and the installing contractor shall pipe above the highest
fill point as a minimum.
i. The emergency vent opening shall be sized to accommodate the total capacity
of both normal and emergency venting and shall be not less than that derived
fro NFPA 30, table 2-8, and base on the wetted surface area of the tank.
The wetted area of the tank shall be calculated basis of 100 percent of the
primary tank. A zinc plated emergency pressure relief vent cap shall be furnished
for the primary tank. The vent shall be spring-pressure operated with an
opening is 0.5/psig and full opening pressure of 2.5 psig. Limits shall be
stamp marked on top each vent. The emergency relief vent shall be sized to
accommodate the total venting capacity of both normal and emergency vents.
j. There shall be a NPT opening within the primary tank with a raised fill
pipe and lockable manual fill cap.
k. A direct reading, UL listed, fuel level gauge with dial shall be provided.
l. The fuel tank shall be installed beneath the floor mounted within a combined
rupture basin/floor/underframe. The interstitial space between the tank and
basin shall be monitored (through electronic means) to indicted a rupture
condition (see below, Tank Monitoring System). All fuel tanks will include
drainage plumbing, supply/return lines, and supply valve control. The fuel
tank shall be outfitted with a fuel monitoring system. An independent float
operated will be supplied for
m. Construction: (UL-2085)
n. The entire tank shall have UL 2086 protected type listing which meets
the requirements of the 1994 Uniform Fire Code appendix 11-F and standard
79-7 for protected tanks, NFPA 30, 30A and 31,. The UL-2085 listing must
also include the vehicle impact and ballistics protection and the inner tank
must be built to UL-142 specification.
o. The internal steel tank shall be encased in 6” of light weight insulating
concrete which is capable of preventing the internal tank temperature from
rising not more than 145 degrees farenheit during a 2000 degree fire test for
two hours as tested by Underwriters laboratories. The insulation may not carry
any aggregates that act as heat sinks, shall be a monolithic (seamless) pour,
contain no cold joints and be in one piece construction with no multiple sections.
p. Reinforced steel box channel for generator support, with specified load
rating for each generator set. Full height gussets at either end of channel
and at generator set mounting holes shall be utilized.
q. The exterior coating must be type tested to withstand continuous salt
spray testing at 100 percent exposure for 244 hours to a 5 percent salt solution
92-97% F. The coating has been subject to full exposure humidity testing
to
100 percent humidity at 100° F for 24 hours. Tests are to be conducted in
accordance with The American Standard Testing Methods Society.
r. Normal venting shall be sized in accordance with the American Petroleum
Institute Standard No 2000, Venting Atmospheric and low Pressure Storage
Tank not less than 1-1/4” ( 3 cm.) nominal inside diameter. An atmospheric mushroom
cap shall be furnished and the installing contractor shall pipe above the highest
fill point as a minimum.
s. The emergency vent opening shall be sized to accommodate the total capacity
of both normal and emergency venting and shall be not less than that derived
from NFPA 30, table 2-8, and based on the wetted surface area of the tank.
The wetted area of the tank shall be calculated basis of 100 percent of the
primary tank. A zinc plated emergency pressure relief vent cap shall be furnished
for the primary tank. The vent shall be spring-pressure operated with an
opening is 0.5/psig and full opening pressure of 2.5 psig. Limits shall be
stamp marked on top each vent. The emergency relief vent shall be sized to
accommodate the total venting capacity of both normal and emergency vents.
t. There shall be a NPT opening within the primary tank with a raised fill
pipe and lockable manual fill cap.
u. A direct reading, UL listed, fuel level gauge with dial shall be provided.
v. The fuel tank shall be installed beneath the floor mounted within a combined
rupture basin/floor/underframe. The interstitial space between the tank and
basin shall be monitored to indicted a rupture condition.
4. Enclosure and tank will be as manufactured by Acoustical Sheetmetal Incorporated
(ASI), Virginia Beach, VA under their specification 8565. No substitutions
will be accepted.
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