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Design and Construction Handbook - Los Angeles World Airports

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Guide Specification<br />

f. National Fire Protection Association - NFPA<br />

g. American Society for Testing <strong>and</strong> Materials - ASTM<br />

h. American National St<strong>and</strong>ards Institute - ANSI<br />

i. American St<strong>and</strong>ard Association - ASA<br />

j. National Electrical Code - NEC, as modified by the city of <strong>Los</strong> <strong>Angeles</strong><br />

k. Insulated Power Cable <strong>Design</strong>ers Association - IPCEA<br />

l. California Code of Regulations, Title 24<br />

m. International Electrical Testing Association - NETA<br />

C. The term "Code", when used within the specifications.<br />

D. Seismic <strong>Design</strong> of Electrical Equipment:<br />

1. All electrical prefabricated equipment is to be designed <strong>and</strong> constructed in such a<br />

manner that all portions, elements, sub assemblies <strong>and</strong>/or parts of said equipment<br />

<strong>and</strong> the equipment as a whole, including their attachments, will resist a horizontal<br />

load equal to the operating weights of those parts multiplied times the following<br />

factors:<br />

Type of equipment Horizontal<br />

cp<br />

Rigid <strong>and</strong> rigidly supported piping or equipment<br />

such as boilers, chillers, pumps, motors,<br />

transformers, unit substations <strong>and</strong> control panels.<br />

Flexible <strong>and</strong> flexibly supported equipment such as<br />

air-h<strong>and</strong>ling units, piping <strong>and</strong> other equipment so<br />

supported that the fundamental period of vibration<br />

of the equipment <strong>and</strong> its supporting system is<br />

greater than 0.05 seconds. Communication<br />

equipment <strong>and</strong> emergency st<strong>and</strong>-by equipment<br />

Vertical<br />

cp<br />

2. Load is to be applied at the center of gravity of the part <strong>and</strong> to be in any direction<br />

horizontally.<br />

3. <strong>Design</strong> stresses shall be in accordance with the specifications for design of the<br />

American Institute of Steel <strong>Construction</strong>. Anchorage, support <strong>and</strong>/or attachment<br />

of said prefabricated equipment to the structure should be in accordance with the<br />

details found in the plans <strong>and</strong> specifications.<br />

4. Seismic restraints shall be designed for a 1.5 importance factor, <strong>and</strong> stamped<br />

structural calculations, signed by a California Registered Structural Engineer,<br />

will be provided as support.<br />

5. It is the entire responsibility of the Contractor to verify the design of equipment<br />

so that the strength <strong>and</strong> anchorage of the internal components of the equipment<br />

exceeds the force level used to restrain <strong>and</strong> anchor the unit itself to the supporting<br />

structure.<br />

6. If the state of California requires that certain electrical equipment <strong>and</strong><br />

components have a special seismic certification, the contractor <strong>and</strong> vendor shall<br />

provide such certification.<br />

BASIC ELECTRICAL REQUIREMENTS<br />

26 05 02 - 2 Electrical Systems<br />

0.50<br />

1.00<br />

0.33<br />

0.6

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