FRAME BUILDER - VOL7 NO2 / 33 
deflection criteria 
•	 Post and pier foundation 
design 
•	 Diaphragm analysis and 
design 
•	 Metal-clad diaphragm 
properties 
•	 Post design methodologies 
•	 Structural systems unique to 
post-frame construction 
The NFBA manual further 
references nationally recognized 
standards including:
•	 ASCE/SEI 7 load provisions 
•	 National Design Specification 
(NDS) for Wood Construction 
•	 ASABE EP486 for shallow 
post foundation design 
•	 ASABE EP484 for diaphragm 
design of metal-clad post-
frame buildings 
Modern post-frame buildings are 
not prescriptive structures; they 
are engineered structural systems 
requiring complete analysis of:
•	 Gravity loads 
•	 Wind uplift and overturning 
•	 Diaphragm shear transfer 
•	 Foundation bearing and 
lateral resistance 
•	 Connection design 
•	 Serviceability criteria 
including deflection and drift 
Accordingly, the engineer sealing 
the plans bears the professional 
responsibility to ensure that the 
structure has been adequately 
analyzed under the governing 
code requirements and accepted 
engineering standards. Merely 
reviewing architectural layouts 
or applying a professional seal 
without sufficient structural 
calculations does not satisfy 
the ethical or professional 
obligations of a licensed 
engineer.
As codes evolve, engineers must 
remain current with:
•	 The adopted edition of the 
IBC 
•	 Applicable ASCE loading 
standards 
•	 Wood design standards such 
as the NDS 
•	 NFBA technical guidance 
•	 Jurisdiction-specific 
amendments and 
requirements 
Post-frame construction has 
evolved significantly over the 
past several decades and today 
represents a highly engineered 
structural system capable of 
safely meeting demanding 
wind, snow, and seismic loading 
requirements when properly 
designed and detailed. 
The outline presented in Table 
1 is intended to serve as an 
example of the breadth and 
depth of information that may be 
incorporated into an engineer’s 
plans and specifications prior 
to certification of a post-frame 
building design. It is not intended 
to establish a rigid or prescriptive 
checklist for design professionals, 
but rather to provide guidance 
toward preparing plans and 
specifications that are thorough, 
coordinated, and technically 
sound.
Every licensed structural 
engineer must exercise 
professional judgment in 
determining the information 
necessary to support the 
application of an engineering 
seal. Numerous design standards, 
analysis methodologies, and 
technical resources are available 
to assist engineers in both 
general structural engineering 
practice and the specialized 
discipline of post-frame building 
design.
Post-frame buildings are 
sophisticated three-dimensional 
structural systems consisting 
of plane frames acting in 
conjunction with diaphragms 
and lateral force-resisting systems 
perpendicular to the primary 
frame line. Successful design 
therefore requires competent 
engineering analysis and a 
comprehensive understanding of 
load paths, structural behavior, 
and system interaction. Proper 
structural analysis provides 
the basis for developing the 
information identified in Table 
1, “Suggested Outline for 
Gathering Post-Frame Building 
Design Data.”
In addition to structural 
considerations, complete 
building design frequently 
requires integration of other 
engineered systems, including 
thermal insulation, ventilation, 
HVAC, moisture management, 
electrical distribution, plumbing, 
and fire protection systems. 
These systems often interact 
in ways that can influence 
overall building performance. 
For example, a roof insulation 
assembly designed to maximize 
thermal efficiency may 
inadvertently reduce the stiffness 
or diaphragm capacity of the 
roof system if not properly 
coordinated with the structural 
design.
Accordingly, Table 1 should 
continued on page: 34
YOUR TOOLKIT FOR BUILDING EXCELLENCE

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