is required by paragraph 3.2 of FEMA 302, NEHRP
RECOMMENDED PROVISIONS FOR SEISMIC REGULATIONS FOR
NEW BUILDINGS AND OTHER STRUCTURES.
This paragraph will be applicable to both new
buildings designed according to TI 809-4, 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.
3.3
FIELD PAINTING
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NOTE: Field painting covers touch-up painting of
previously painted surfaces and finish painting of
steel doors and steel windows. Additional
requirements will be added as necessary to cover
finish painting of wood doors and other items
requiring a field applied paint finish. When
required, field color finish will be specified in
accordance with Section 09900 PAINTING, GENERAL.
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Immediately upon detection, abraded or corroded spots on shop-painted
surfaces shall be wire brushed and touched up with the same material used
for the shop coat. Shop-primed ferrous surfaces exposed on the outside of
the building and all shop-primed surfaces of doors and windows shall be
painted with two coats of an approved exterior enamel. Factory color
finished surfaces shall be touched up as necessary with the manufacturer's
recommended touch-up paint.
SECTION 13121
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