specs

PART 3 - EXECUTION
Section 05200
Page 3
3.01. ERECTION
A. Replace joists damaged by bending or warping during handling and erection.
B. Bridging shall comply with SJI Specifications and with details on Drawings.
C. Minimum bearing and anchorage shall comply with SJI Specifications and Drawings as related to particular
type of support.
D. Provide erection bolts for joists located on column centerlines.
E. Set joists to lines, levels, and spacing as indicated. Provide bearing plates as indicated or required to carry out
structural requirements. Execute general handling and erection in accordance with SJI Specifications.
F. Joists shall be permanently fastened to supports, and bridging and anchorage installed before any construction
loads, other than workmen, are placed on joists.
G. Welding shall be performed in accordance with AWS D1.1.
H. Electrodes shall be properly stored and protected to prevent deterioration or damage by moisture and climate.
I. After erection, field connections and abraded places of shop paint shall be touched up with same kind of paint
as shop coat.
J. Bottom chords of joists shall not be welded to supports until full dead load of roof is applied. Joists and
supporting structure shall be braced for safety and stability until permanent bracing structures are in place.
K. Bridging shall not be used to support conduit, piping, duct work, or other equipment.
L. Hangers supporting loads in excess of 100 pounds shall not be attached directly to joist chords. See details on
Structural Drawings for methods of supporting loads in excess of 100 pounds on joists.
3.02. ADJUSTING
A. Touch-up abrasions and welds with shop paint.
B. Correct or replace damaged materials at no additional cost to the Owner.
3.03. FIELD QUALITY CONTROL
A. Laboratory Testing and Inspection
1. Inspect condition of materials after erection.
2. Inspect connections to supporting structure.
END OF SECTION
NAPA CENTURY CENTER XD 12
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