APA Narrow Wall anchorage
APA Narrow Wall anchorage
(OP)
Can the typical APA Narrow Wall (without holdowns) be anchored into hollow CMU foundation walls that do not have any ties (e.g. rebar) to the CIP foundation? The cells with the anchor rods will be grouted, of course.






RE: APA Narrow Wall anchorage
RE: APA Narrow Wall anchorage
A. The APA details only show anchorage to "foundations" - which can mean a foundation wall I suppose. The anchorage is per R403.1.6, which I believe contemplates anchorage to concrete footings. The engineering aside, does anyone know if it is generally "allowed" to anchor to a few grouted cells or does the IRC require anchorage into a footing proper or a wall tied to a footing?
B. The local building official allows contractors and builders to staple a copy of the APA detail to the permit plans, which shows what appears to be a minimal amount of anchorage. It seems that basic mechanics of the portal frame can result in significant uplift at one end (less any gravity loads). What am I missing that allows holdowns to be generally not considered for these types of walls?
Thanks all
RE: APA Narrow Wall anchorage
RE: APA Narrow Wall anchorage
As long as the rimboard and the sill plate are connected properly to the foundation wall, the Narrow Wall bracing only needs to be connected to the rimboard with 2 metal plate connectors yielding 670lb each (See Figure 3 of APA's "Whole House Wall Bracing" brochure available from www.wallbracing.org, or in the 2007 Supplement to the IRC available here (see Figure R602.10.4.6 on page 56): http://www
The Wall Bracing section of the IRC was completely rewritten (and therefore the entire sections is available in the above link) to help clarify and simplify the wall bracing provisions. So, although this may Post-date the code you are using, I think it does a good job of explaining what they meant in the first place.
These details are PRESCRIPTIVE, so are not necessarily easy to justify by calculations.
RE: APA Narrow Wall anchorage
Note: This narrow wall bracing segment meets the minimum requirements for wall bracing (racking loads in the plane of the wall.) The building designer should determine what specific details are necessary to provide a complete load path for using this bracing in the structure.
The load must go somewhere, so there you have it.