Storm Shelter Concrete Anchors
Storm Shelter Concrete Anchors
(OP)
Hello,
I'm an EE in the market for a steel storm sheltered to be anchored to my garage floor. I've read the Hilti datasheets/specs (HUS-EX & Kwick Bolt 3) and basically anything with a diameter => 1/2" and a >2" embedment requires a 5"-6" slab, but the standard house is 4". To meet Fema 320 specs you need to be about 3". From all the research I've done, all the storm shelter manufacturers are violating the Hilti datasheets big time, which puts me on edge. I feel like its just a guessing game now if the anchor will hold since they a either completely going through the slab or not leaving any room below the anchor. One prominent company uses 7" anchors which will rust out since they are in the dirt!
Does anyone have any advice? The shelter certification companies have basically told me they don't care, go away.
Thank you
I'm an EE in the market for a steel storm sheltered to be anchored to my garage floor. I've read the Hilti datasheets/specs (HUS-EX & Kwick Bolt 3) and basically anything with a diameter => 1/2" and a >2" embedment requires a 5"-6" slab, but the standard house is 4". To meet Fema 320 specs you need to be about 3". From all the research I've done, all the storm shelter manufacturers are violating the Hilti datasheets big time, which puts me on edge. I feel like its just a guessing game now if the anchor will hold since they a either completely going through the slab or not leaving any room below the anchor. One prominent company uses 7" anchors which will rust out since they are in the dirt!
Does anyone have any advice? The shelter certification companies have basically told me they don't care, go away.
Thank you






RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
Given what I've seen of residential construction, I'd be very surprised if it's not more like 2.5" in some places.
Some place, I thought that there was a limitation on expansion anchors stating that they couldn't be embedded more than 2/3 of the depth of the substrate?
Does anybody on the design side of these shelters even check to see that the anchors engage enough SOG mass tor resist uplift? While a shelter is surely a big improvement over no shelter, there may be some design holes to be legitimately concerned about here.
You've obviously got some options available to you if you're willing to demo parts of your garage slab and pour a little concrete. Hopefully it won't come to that. Maybe you could anchor the shelter to concrete blocks that just sit on top of your slab on grade?
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Storm Shelter Concrete Anchors
The company I'm considering now uses a 3/4" x 7" Hilti HUS-EZ with only a zinc coating. It will definitely rust in the dirt, I'm just not sure if it will continue to rust once its length has corroded to only the slab thickness of 4".
RE: Storm Shelter Concrete Anchors
I don't suggest going that route (even though you are slightly hand-cuffed) although if you do make it a stainless steel anchor. It will last longer than a strictly galvanized anchor would.
RE: Storm Shelter Concrete Anchors
Considering that the concrete depth could vary a lot & I might not have enough concrete below the anchor to meet Hilit's specs, what would be the best choice: Epoxy, wedge, or screw anchors (HIT-Z, Kwick Bolt3, HUS-EZ) As I already stated, I'm concerned the zinc HUS-EX will rust. I can get the Kiwck bolt and Hit-Z in galvanized or stainless I think.
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Storm Shelter Concrete Anchors
At this point, I think I'm more likely ot die trying to solve this than I am to get hit by a tornado!
The (uniform) corrosion rate of steel in different atmospheres:
Atmosphere Corrosion Rate (µm/year)
Rural 4 - 60
Urban 30 - 70
Industrial 40 - 160
Marine 60 - 170
Source: Living Steel
http://www.galvanizeit.org/corrosion/corrosion-pro...
If I assume 70um per year, that would only be 0.05" over 20 years; hard to belive it would be that little
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
your corrosion rates listed are in atmosphere (air), not in water or soil. you would need to test your soil to determine how corrosive it will be.
RE: Storm Shelter Concrete Anchors
If it's PT, it'll be thicker than 4", right? As long as the cables aren't damaged, PT may be a boon.
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
If it is a structural slab, then it should be thicker.
If the slab is 4" thick, can you use 1/2" diam. Hilti Kwik Bolt TZ anchors with 2" embedment- and tighten up the spacing? Make sure to identify tendon locations before drilling.
RE: Storm Shelter Concrete Anchors
RE: Storm Shelter Concrete Anchors
Apparently, the shed is inside a garage (or is it an open carport?).
Do you have a building code that has adopted the FEMA suggestions? If not, FEMA is only a suggested method since has to be adopted by someone to give it some enforcement power. Unfortunately, some standards are not written in "code enforceable language, so that is why they are not adopted by a legal authority. I see this very often sitting on code committees and working with associations that desire incorporation in a recognized code.
If it is not accepted by your code in some way and not up to local code enforcement, it is up to the shed building system company to supply instructions on how it should be installed. If it blows away and is in your garage, you may also have to determine if it covered when they find it along with Dorothy in Kansas.
The details and specific discussed and great technical items, but difficult to relate to a small shed in a garage. The shed manufactured (if he is not installing it) supply sufficient details of attachment and base since that is the only way to have some guarantee.
Dick
Engineer and international traveler interested in construction techniques, problems and proper design.
RE: Storm Shelter Concrete Anchors
Does not seem to bother car lift manufacturers as they install these all the time in 4" slabs with expansion anchors.
RE: Storm Shelter Concrete Anchors
Builders/Installers are required by the NSSA and ATSA (storm shleter assiciations) to follow FEMA guidelines and pass a debris impact test at Texas Tech. Interestingly when you look at these documents, there aren't any rules for strictly steel shleters. FEMA 320 specs wooden and concrete shelter. So its a bit of a joke that they advertise meeting FEMA specs. I'm less concerned with the structural strength becasue I've seen so many impact test, including cars driving into them at 50mph.
But, anchoring is still a concern. They may be not be anchored correctly becasue the anchors are design for 6" slabs and most are knowingly using anchors that will rust when exposed to the dirt/moisture underneath.
Everyone tells me I just thave to trust the installers, but if they are violating the specs and using anchors that rust, its hard to get comforatbale with that.
Do yall think anchor threads embeded in concrete could rust if the bottom of the concrete has a hole? I know the anchor will rust, but it seems the rate is slow so the length of the bolt is not a concern, just the threads embedded need to not rust.
RE: Storm Shelter Concrete Anchors
You can install whatever anchorage you want, but if the concrete around it rips apart it's not going to help you. If what's being tied to doesn't meet the requirements of the vendor's typical installation, a structural enginer needs to design anchorage and possibly foundation/slab modifications for your specific situation. This may or may not be the vendor's problem, depending on what the agreement you have with them says.
RE: Storm Shelter Concrete Anchors
Read the fine print on the shelter’s manufacturer literature. It likely says they have tested the shelter and it meets FEMA Stds. when it is properly anchored down. And, they may actually have done some testing to back this up, under a standardized protocol. Then they leave that foundation (tie down) design problem to a third party, and if anything goes wrong they will argue that it was not tied down properly by you or your installer. They’ve sold their shelter units, made their money, paid their insurance premiums and will take their chances. When they are mass producing and commoditizing something like this, there are just too many variables in the way of existing soil, foundation, terrain conditions, etc., for them to design the foundation for the shelter. They would be sticking their neck out even further doing that, than the way they are doing it now. We can’t really help much either, for the same reasons, we don’t know enough about the prevailing conditions, and it seems you’re not so sure either. I think you should find a local Structural Engineer to help you with this problem, someone who knows the local soils conditions and can inspect your bldg.
RE: Storm Shelter Concrete Anchors
If the steel building company is to be responsible for the hold down of a structure they must build according to whatever standard they claim it will work for. Somehow, the small building suppliers and their sellers do not seem to have a good "handle" the wholes structure below the base, but they are responsible for their suggestions. Your trust in them is based on them being lucky or using a standard that include some sort of code language or if the are self insured.
The bolts should not go through the concrete and into the soil because the corrosion is more severe. that is why there are concrete coverage requirements in codes to prevent corrosion and protection.
Personally, the the only problem is not the shed flying away. There could be some damage on the ground if the shed breaks away somehow if the garage does disappear. Professionally, I would accept better information of just design the connection to the concrete myself since it would be my money.
Dick
Engineer and international traveler interested in construction techniques, problems and proper design.