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 How to declare conformity acc. to ASCE/SEI 7 in case of exemption

  • ASCE Standards
  • ASCE7
  • Seismic
Anonymous Member's profile image
Anonymous Member posted 03-05-2025 10:24 AM
This message was posted by a user wishing to remain anonymous

Hello together,

I'm going to design an application for a customer in Saudi-Arabia (SDC=C), who demands, that components need to be seismically approved acc. to ASCE 7.
The intended application is a mechanical, nonstructural device with an overall weight of less than 20lb, which is general exempt from requirements / obligations
see: Table 13.1-1. (ASCE 7-22, chapter 13, case "C", page 146) 
 
My question:
Do I need any further confirmation of the Authority Having Jurisdiction or registered design professional or can I directly refer to this standard (conform by exemption clause)? YES / NO
If yes, I will approve the compliance to ASCE 7 as a "manufacturer" towards my customer.
 
Thank you in advance for a short response
Kind regards
James Williams's profile image
James Williams

In my professional opinion, exemption is not the same as exclusion. It may be that other load cases and combinations govern the design instead of "SDC-C with overall weights less than 20lbs". 

PLEASE NOTE: I am use to dealing with structures supporting mechanical devices and including some frequency avoidance as part of the design. Mechanical, nonstructural devices are unfamiliar territory ... "grain of salt"

If unfamiliar, I would highly recommend a complete review of any laws regarding engineering practice as well as any documentation that may govern design which you may need to include and reference.

Customers/clients, in my opinion, may request additional work. You never know what experiences may be behind the request. I would include (and highlight) the request in my documentation as well as provide my client with written recommendation of the design requirements and note (if known) that it may be an additional step based on a review of the design requirements. However, any engineering efforts beyond the scope of work (SOW) should be identified to your client. These efforts may warrant revisions to the SOW, Estimation of Costs, and/or Estimated Completion Date (ECD). 

Most documents serve as guides until you get into the "shall" and then you may be dealing with "minimum" design requirements. Remember, you can make design adjustments above the minimum that make sense to your specific case. Documentation justifying your approach is key. A peer review of your deviation prior to the design may also be warranted.

Humbly submitted.

Ronald Hamburger's profile image
Ronald Hamburger

There are two separate considerations for nonstructural components in ASCE 7 Chapter 13.  One of these is protecting building occupants from falling debris and relates to anchorage and bracing of these components so that they do not become dislodged during shaking and become a falling hazard.  The second applies only to "designated seismic systems" and relates to functionality of the component.  While it is not clear, the exemption for components in Seismic Design Category C weighing less than 20 pounds is intended to apply to design of anchorage and bracing, not functionality.  Functionality is covered by ASCE 7 Section 13.2.3 and involves either shake table testing or experience data for the component from past earthquakes.   You could clarify with the client as to whether they are interested in functionality.  If so, you will likely need to perform the shake table testing.  There are a number of laboratories in the US that perform this service and will provide a certification report that can be sent to your client.