This paragraph will be applicable to both new
buildings designed according to TI 809-04, SEISMIC
DESIGN FOR BUILDINGS, and to existing building
seismic rehabilitation designs done according to TI
809-05, SEISMIC EVALUATION AND REHABILITATION FOR
BUILDINGS.
The designer must indicate on the drawings all
locations and all features for which special
inspection and testing is required in accordance
with Chapter 3 of FEMA 302. This includes
indicating the locations of all structural
components and connections requiring inspection.
Add any additional requirements as necessary.
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Special inspections and testing for seismic-resisting systems and
components shall be done in accordance with Section 01452 SPECIAL
INSPECTION FOR SEISMIC-RESISTING SYSTEMS.
3.10
RECORDS
The Contractor shall keep complete and accurate records of all auger cast
grout piles. Indicate the pile location, diameter, length, elevation of
tip and top of pile, quantity of grout material actually pumped in each
pile hole, and the rated load capacity of the pile. Determine grout
quantity by recording grout pump displacement or by other approved means.
Record and report immediately any unusual conditions encountered during
pile installation.
-- End of Section --
SECTION 02465
Page 17
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