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SEMI S2-0703a E © SEMI 1991, 2004 23 19 Seismic Protection NOTE 81: Users have facilities lo cated in areas that are susceptible to s eismic activi ty. The end user may require more stringent design criteria because of i…

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installation, and operating conditions. The need for
special handling devices and anchors should be
indicated in the instructions. Unanchored equipment in
its installed condition should not overbalance when
tilted in any direction to an angle of 10 degrees from its
normal position.
NOTE 80: See IEC 61010-1 for an example of stability tests.
18.3 Break-up During Operation — The various parts
of the equipment and its linkages should be able to
withstand the stresses to which they are subjected when
used as designed. Precautions should be taken to
control risks from falling or flying objects.
18.3.1 The potential effects of fatigue, aging,
corrosion, and abrasion for the intended operating
environment should be considered as part of the
mechanical hazards risk assessment.
18.3.2 Where a risk of rupture or disintegration
remains despite the measures taken (e.g., a substrate
chuck that loses its vacuum), the moving parts should
be mounted and positioned in such a way that, in case
of rupture, their fragments will be contained.
18.3.3 Both rigid and flexible pipes carrying liquids or
gases should be able to withstand the foreseen internal
and external stresses and should be firmly attached or
protected against external stresses and strains. Based on
the application, an appropriate factor of safety should
be included.
18.4 Moving Parts — The moving parts of equipment
should be designed, built, and positioned to avoid
hazards. Where hazards persist, equipment should be
fitted with guards or protective devices that reduce the
likelihood of contact that could lead to injury.
18.4.1 Where the machine is designed to perform
operations under different conditions of use (e.g.,
different speeds or energy supplies), it should be
designed and constructed in such a way that selection
and adjustment of these conditions can be performed
safely.
18.4.2 Selection of Protection Against Hazards Related
to Moving Parts — Guards or protective devices used
to protect against hazards related to moving parts
should be selected on the basis of a risk assessment that
includes the:
hazards that are being guarded against;
probability of occurrence and severity of injury of
each hazard scenario; and
frequency of removal of guards.
18.4.3 Guards and protection devices. Guards should:
reduce the risk that personnel will contact the
mechanical hazard to an acceptable level; and
not give rise to additional risk.
18.5 Lifting Operations — Equipment presenting
hazards due to lifting operations (e.g., falling loads,
collisions, tipping) should be designed and constructed
to reduce the risk to an acceptable level.
18.6 Extreme Temperatures — Surfaces that are
accessible to personnel, and that are at high (per
temperature limits in Table 1) or very cold temperatures
(below -10C [14F]), should be fitted with guards or
designed out.
18.6.1 Where it is not feasible to protect or design out
the exposures to extreme temperature, temperatures
exceeding the limits are permitted, provided that either
of the following conditions is met:
unintentional contact with such a surface is
unlikely; or
the part has a warning indicating that the surface is
at a hazardous temperature.
Table 1 Potentially Hazardous Surface Temperatures
Maximum Surface Temperature, in
C
Accessible Parts
Metal Glass, Porcelain,
Vitreous Material
Plastic,
Rubber
Handles, knobs, grips, etc., held or touched for short periods (5
seconds or less) in normal use.
60 70 85
Handles, knobs, grips, etc. held continuously in normal use. 51 56 60
External surfaces of equipment, or parts inside the equipment,
that may be touched.
65 80 95
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19 Seismic Protection
NOTE 81: Users have facilities located in areas that are
susceptible to seismic activity. The end user may require more
stringent design criteria because of increased site vulnerability
(e.g., local soil conditions and building design may produce
significantly higher accelerations) and local regulatory
requirements. Certified drawings and calculations may be
required in some jurisdictions.
19.1 General — The equipment should be designed to
control the risk of injury to personnel, adverse
environmental impact, equipment and facility damage
due to movement, overturning, or leakage of chemicals
(including liquid splashing), during a seismic event.
The design should also control equipment damage due
to failure of fragile parts (e.g., quartzware, ceramics)
during a seismic event.
NOTE 82: These criteria are intended to accomplish two
things:
(1) allow equipment suppliers to correctly design the
internal frame and components to withstand seismic forces;
and
(2) allow equipment designers to provide end-users with the
information needed to appropriately secure the equipment
within their facility.
19.1.1 Because preventing all damage to equipment
may be impractical, the design should control the
failure of parts that may result in increased hazard (e.g.,
hazardous materials release, fire, projectile).
NOTE 83: It is recommended that the hazard analysis
described in Section 6.8 be used to evaluate both the risk of
part failure and the effectiveness of control measures.
19.1.1.1 These parts should be accessible for
evaluation of damage.
NOTE 84: SEMI S8 contains guidelines for maintainability
and serviceability; these may be used to determine
accessibility.
19.2 Design Loads — The equipment, subassemblies,
and all devices used for anchoring the equipment
should be designed as follows:
19.2.1 For equipment containing hazardous production
materials (HPMs), the equipment should be designed to
withstand a horizontal loading of 94% of the weight of
the equipment, acting at the equipment’s center of
mass.
19.2.2 For equipment not containing hazardous
production materials (HPMs), the equipment should be
designed to withstand a horizontal loading of 63% of
the weight of the equipment, acting at the equipment’s
center of mass.
NOTE 85: Subassemblies may include transformers, vessels,
power supplies, vacuum pumps, monitors, fire suppression
components, or other items of substantial mass that are
attached to the equipment.
19.2.3 Horizontal loads should be calculated
independently on each of the X and Y axes, or on the
axis that produces the largest loads on the anchorage
points.
19.2.4 When calculating for overturning, a maximum
value of 85% of the weight of the equipment should be
used to resist the overturning moment.
NOTE 86: Because equipment may be placed into service
anywhere in the world, it is recommended that the seismic
protection design of the equipment be based upon
requirements that allow the equipment, as designed, to be
installed in most sites worldwide. The above loads are based
on 1997 Uniform Building Code (UBC) requirements for
rigid equipment in Seismic Zone 4, and are assumed to satisfy
most design situations worldwide.
NOTE 87: If the equipment or internal component is flexible
as defined by the UBC, is located above the midheight of the
building, or is within 5 km of a major active fault, the
horizontal design loadings in Sections 19.2.1 and 19.2.2 may
not be conservative. Likewise, there are several conditions for
which the horizontal design loadings are overly conservative
(e.g., rigid equipment with rigid internal components located
at grade, or sites with favorable soils conditions). For these
conditions, designing based on the more detailed approach in
the UBC may result in a more economical design. It is
recommended that the user engage a professional mechanical,
civil, or structural engineer to make these determinations.
19.3 The supplier should provide the following data
and procedures to the user. This information should be
included in the installation instructions as part of the
documentation covered in Section 9.
A drawing of the equipment, its support equipment,
its connections (e.g., ventilation, water, vacuum,
gases) and the anchorage locations identified in
Section 19.4.
The type of feet used and their location on a base
frame plan drawing.
The weight distribution on each foot.
Physical dimensions, including width, length, and
height of each structurally independent module.
Weight and location of the center of mass for each
structurally independent module.
Acceptable locations on the equipment frame for
anchorage.
NOTE 88: A “structurally independent module” reacts to
seismic loads by transferring substantially all of the loads to
its own anchorages, as opposed to transferring the loads to
adjacent modules.
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19.4 The locations of the tie-ins, attachments, or
seismic anchorage points should be clearly identified.
NOTE 89: It is not the intent of SEMI S2 that the supplier
provide the seismic attachment point hardware. Such
hardware may be provided as agreed upon between supplier
and user.
NOTE 90: It is the responsibility of the user to verify that the
vibration isolation, leveling, seismic reinforcing, and load
distribution is adequate.
20 Automated Material Handlers
20.1 This section covers automated material handlers,
which include:
substrate handlers;
industrial robots and industrial robot systems; and
unmanned transport vehicles (UTVs).
NOTE 91: Substrate handlers typically handle a single
substrate at a time, and are distinguished from industrial
robots by their small load capacity.
20.2 General — The means of incorporating personnel
safeguarding into automated material handlers should
be based on a hazard analysis. The hazard analysis
should include consideration of the size, capacity,
speed, and spatial operating range of the handler.
20.2.1 Subsystem Stops — If a separate stop button is
used for the automated material handler, it should be
differentiated from the EMO button.
20.3 Substrate Handlers — See Section 20.2, General.
20.4 Industrial Robots and Industrial Robot Systems
— Industrial robots and industrial robot systems should
meet the requirements of appropriate national or
international standards, e.g., ANSI/RIA R15.06, ISO
10218, EN 775. If there are deviations from these
standards because of semiconductor applications of the
robot, these deviations may be found acceptable based
on risk assessments.
20.5 UTVs
NOTE 92: There are two basic types of UTVs: (1) the floor-
traveling (including both rail-guided and rail-independent)
UTV, that automatically travels on the floor to a specified
destination where it is unloaded or loaded; and (2) the space-
traveling UTV, which automatically travels without resting on
the floor (e.g., in the space below the ceiling) to a specified
destination where it is loaded or unloaded. UTVs do not
include rail-guided mechanisms that are attached to
equipment (such as in wet benches).
20.5.1 Collision Avoidance — UTVs generally travel
in wide areas and are used in a system rather than stand
alone operation. UTVs should be equipped with a non-
contact approach sensing device so that they do not
inadvertently contact people or other objects.
20.5.2 UTVs: Loading and Unloading Equipment
20.5.2.1 UTVs should be interlocked with equipment
such as semiconductor process equipment, automated
load ports, stockers, ground-based conveyors, and
automated warehouses as needed to ensure that the load
remains secure and that the UTV and transfer
components are not in conflict with one another.
20.5.2.2 If loading results in an unsafe condition, the
equipment should detect and indicate the condition, and
movement of all loading equipment should stop
immediately. The system should not reset or restart
automatically.
21 Environmental Considerations
21.1 This section covers environmental impacts
throughout the life of the equipment.
NOTE 93: It is recommended that environmental impacts be
balanced against other factors, including safety and health,
legal, and regulatory requirements.
NOTE 94: It is recommended that the manufacturer maintain
awareness of relevant environmental regulations, either
internally or through the user.
NOTE 95: The user is responsible for providing the
manufacturer with information regarding any environmental
restrictions that are specific to a given site and that may
impact equipment design (e.g., cumulative emissions limits,
permit requirements, site-specific programs).
NOTE 96: See Section 14 for fire suppression emission
issues.
NOTE 97: References to “process” in this section are meant
to refer to the baseline process.
21.2 Design
21.2.1 The following design guidelines apply to all
phases of equipment life, from concept to
decommissioning and disposal.
NOTE 98: The documentation described in Sections 8.5.3
and 9.4 provide information that can be used for evaluating
conformance to this section.
21.2.2 Resource Conservation
21.2.2.1 The manufacturer should consider resource
conservation (i.e., reduction, reuse, recycling) during
equipment design, for example:
water reuse or water recycling within the
equipment;
reduced chemical consumption, energy use, and
water use (e.g., reducing resource use when no
process is occurring);