Page 74 - Forensic Structural Engineering Handbook

TABLE 1.4 Council of American Structural Engineers Submittal Review Checklist (Continued)

Project: Project Manager: Reviewer:
Project No.: Engineer: Date:

Item Yes No N/A Comment

F. Are connections capable of support-
ing design loadings including:
1. Anchor bolt quantity, type, size,
and spacing?
2. High-strength bolt type, quantity,
size, and spacing?
3. Welding material, size and type
of welds, location, and sequence?
4. Connection angles and plate
sizes?
5. Primary connecting element
capacity?
G. Is the correct number of elements
framed into each particular
connection?
H. Are all primary elements shown on
erection drawings the correct size,
elevation, and orientation?
I. Are all connections consistent with
specific details shown on structural
drawings?
J. Is surface preparation (bare steel,
shop primer, galvanizing) correct?
K. Are all elements that are shown on
erection drawings present in individ-
ual component fabrication drawings?
L. Have element lengths been spot-
checked?
M. Are all seismic connections and
elements in conformance with
structural drawings?
N. Are welder certificates current (last
24 months) and appropriate for type
of welding?
VII. Open-Web Joists
A. Are joist sizes and spacing correct?

1.55