Page 63 - Forensic Structural Engineering Handbook

TABLE 1.3 Council of American Structural Engineers Drawing Review Checklist (Continued)

Project: Project Manager: Reviewer:

Project No.: Engineer: Date:

Item Yes No N/A Comment

Q. Provided supplementary reinforc-
ing at wall penetrations and
interruptions?
R. Compare wall steel and wall height.
Is more steel required for higher
walls?
S. Does foundation wall require steel
in both faces?
T. Are expansion joints in stems of
retaining walls shown?
U. Are backfill and drainage fill prop-
erly indicated?
VIII. Drilled Piers
A. Pier diameter shown?
B. Bell diameter shown?
C. Pier vertical reinforcing:
1. Size, quantity, and length shown?
2. Splices permitted?
3. Staggered?
4. Splices required?
5. Dowels—size, quantity, length,
and embedment length into
pier—shown?
D. Dowel or anchor bolt template
details shown?
E. Top of pier elevation noted?
F. Pier bid quantities established?
G. Pier cap size and reinforcement
determined?
H. Test holes—reference made to
geotechnical?
I. Typical pier details shown?
IX. Pile Foundations
A. Are pile specification requirements
and pile sizes given in notes?
Diameter and length for bidding?

1.44