inch long fillet weld on alternate sides of the flange except at ends,
where both sides shall be welded.
3.1.2
Joint Treatment
Job-mixed materials shall be screeded to true, even surfaces and protected
until sufficiently hardened to withstand traffic and freezing temperatures.
Topside joints between precast concrete units other than metal-edge units
shall be filled with portland cement grout or asphaltic mastic. Joints at
hips and ridges shall be filled with the specified joint material finished
in true planes with tops of units and with surfaces to receive roofing.
3.2
CLEANING AND PROTECTION
The complete decking shall be kept clean and free of damaged or defaced
units, and left ready to receive roofing. The installed roof decking units
shall be protected from damage by weather and construction operations by a
temporary cover until application of roofing.
3.3
SPECIAL INSPECTION AND TESTING FOR SEISMIC-RESISTING SYSTEMS
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NOTE: Include this paragraph only when special
inspection and testing for seismic-resisting systems
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 809-04, 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.
-- End of Section --
SECTION 03414A
Page 6