Page 64 - 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

B. Is pile capacity noted?
C. Are concrete piles tied into footings
with extended pile reinforcing?
D. Are load-test piles shown?
E. Are pile cutoff elevations indicated?
F. Are pile splice details provided?
G. Are single piles tied in two
directions?
H. Are two pile groups tied in two
directions?
X. Concrete Construction
A. Type of splice or lap (A,B) splices
or lap lengths shown?
B. Are corner bars called out?
C. If seismic detailing is required, has
Appendix A ACI-318 been
checked?
D. Are column ties used in added col-
umn/beam or column/beam slab
joints?
E. Are accessories galvanized or
plastic-tipped?
F. Are stainless steel accessories used
for sand-blasted or bash-hammered
concrete?
G. Is reinforcing in spandrel beams
properly sized and detailed?
H. Do lateral resisting frames have
hooked and continuous bottom
reinforcing?
I. Do beam top bars extend into slab
where possible?
J. Are minimum cover requirements
shown?
K. Is corrosion-resistant reinforcing
required?

1.45