Page 69 - 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

C. Are bolt sizes and types clearly
indicated and large washers
required to avoid crushing of wood?
D. Are adequate details shown; or if
not shown, is design by contractor
required to meet National Design
Specifications for Stress Grade
Lumber and Its Fastenings?
E. Are required lateral bracing block-
ing and bridging details called for
on drawings?
F. Are beams blocked at bearings to
prevent warping?
G. Are contractor-furnished trusses
required to comply with require-
ments of Design Specification for
Light Metal Plate Connected Wood
Trusses, published by Truss Plate
Institute?
H. Are loads shown or specified for
trusses to be contractor-designed?
I. Have plywood grades been clearly
identified and the usage specified?
J. Are wood framing connectors
shown?
XIV. Steel Decking
A. Are gages and depths of metal
decking shown on plans?
B. Continuous over three spans? If not,
check single spans and two-span
design. (Note on drawing if three
spans required.)
C. Are required structural properties of
floor and roof decking provided and
coordinated with project
specifications?
D. Is attachment pattern specified?
Side laps, end laps/standard?

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