Design and construction

DOE-SPEC-3019-96

Option two. If the equipment is flexible and supported on legs

and is anchored directly to the existing concrete slab on grade,

use:

H = 0.50 (Based on Z = 0.5, I = 1.0, and Cp = 2 x 0.67 x 0.75)

Option three. If the equipment is designed as a rigid box without

support legs and is anchored directly to the existing concrete

slab on grade, use:

H = 0.375 (Based on Z = 0.5, I = 1.0, and Cp = 0.75)

3.2.7.4

Review documents.

a. Submit for Owner review, all design drawings, structural

calculations, and test results utilized for seismic qualifications of

the battery racks, including appropriate anchorage calculations

and details.

ATTENTION:

For seismically-rated racks, include the following paragraph and select the appropriate engineer and state licensing

required.

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b. Design drawings and calculations submitted shall be stamped

and signed by a [civil or] structural engineer currently registered

to practice in the State of [

3.3.1

Materials. All materials shall be new and selected to perform as specified. Like

parts shall be interchangeable. Workmanship shall be neat, comply with

recognized industry standards, and be in accordance with accepted engineering

practices. All connectors and terminal details shall be lead-plated copper. All

connector hardware such as bolts, washers, and nuts shall be type 316 stainless

steel.

3.3.2

Battery Type.

a. Batteries shall be of the sealed valve-regulated type. They shall be the

[absorbed (starved) glass mat] [gelled-electrolyte] type, operating on an

oxygen-recombination cycle. All cells shall be completely assembled and

shall be shipped in accordance with Section 7.