If you would like to know more about a brand new state-of-the-art seismic retrofit guideline, there are around 30 educational videos and web pages that you will find interesting. Just type ICC 1300 in the search box in the upper right.

Top Plate Nailing in Vulnerability Based Seismic Assessment and Retrofit of One and Two-Story Dwellings

 

Here I look at the history of plywood nailing from the 1997 Uniform Code For Building Conservation to the newest residential seismic retrofit Guideline ICC 1300 Vulnerability Based Seismic Assessment and Retrofit of One and Two-Story Dwellings.  This took weeks of research to come to the simple conclusion that you will find at the end of this page and the end of this video.  I can’t imagine anyone watching the entire video unless you are a retrofit propeller head as I am.

Here I look at an often overlooked top plate connection that is a very important part of every seismic retrofit and should never be ignored.


Exclusive Upper Top Plate Nailing Is Found in:

  • CEBC:
  • LADBS Plan Set 1
  • Special Design Provisions For Wind And Seismic
  • Simpson StrongTie Plan Set
  • City of Seattle Guidelines
  • Portland Guidelines
  • American Plywood Association Shear Wall Details

Nails In The Lower And Upper Top Plates Are Found in:

  • Standard Plan A
  • FEMA DR-4193-RA2

In the credits, at the beginning of this plan set it admits much of the material contained therein came from Standard Plan A.

Nails Exclusively In The Lower Top Plate:

  • CUREE Publication W-17, Page 19 Figure 1.7

This detail is contrary to 25 years of precedents established by multiple jurisdictions.  If the standard is to be accepted, its use must be justified by both engineering theory and empirical evidence.  Including this detail is essentially telling jurisdictions that may have followed the 5 guidelines and the SDPWS for years, that they had it wrong the whole time.   There will be a lot of resistance to using this detail in particular, and the entire standard in general, unless this and other details peculiar to the standard can be fully justified.

Be Sure and Look at The Images Below. 

 

 

Top Plate Nailing American Plywood Association

Nails Only In The Top Plate In Figure 7, American Plywood Association Introduction to Lateral Design

 

iTop plate nailing wind resistance building code

Nails In The Upper 2 x 4 plate: American Plywood Association, Figure 4, Building For High Wind Resistance in Light-Frame Wood Construction

 

Top plate nailing California Existing Building Code

Single Row Of Nails In The Upper Top Plate:  CEBC

 

Top plate nailing Simpson StrongTie plan set

Another Single Row Of Nails In The Simpson Plan Set

 

More of the same:  Seattle Plan Guidelines

 

Again, More of the Same:  Portland Guidelines

 

More Upper Top Plate Nailing In LADBS Plan Set

 

Upper Top Plate Nailing:  Special Design Provisions for Wind and Seismic

 

Oooooooops! Upper and Lower Top Plate Nailing:  Standard Plan A

The Influence of Standard Plan A Upper and Lower Top Plate Nailing:  FEMA DR-4193-RA2  

Exclusive Lower Top Plate Nailing:  CUREE W-17, Page 93, Fig 1.7

This webpage is for educational purposes only.

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Everything expressed here is solely the views of the author. Any opinions, findings, conclusions, or recommendations expressed in this video do not necessarily reflect the views of the Federal Emergency Management Agency (FEMA), the Applied Technology Council, or the International Code Council.