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| 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.
********************
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.
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