Form 818B-POST-TENSIONED SLAB-ON-GRADE 2026

Get Form
Form 818B-POST-TENSIONED SLAB-ON-GRADE Preview on Page 1

Here's how it works

01. Edit your form online
Type text, add images, blackout confidential details, add comments, highlights and more.
02. Sign it in a few clicks
Draw your signature, type it, upload its image, or use your mobile device as a signature pad.
03. Share your form with others
Send it via email, link, or fax. You can also download it, export it or print it out.

How to use or fill out Form 818B-POST-TENSIONED SLAB-ON-GRADE with our platform

Form edit decoration
9.5
Ease of Setup
DocHub User Ratings on G2
9.0
Ease of Use
DocHub User Ratings on G2
  1. Click ‘Get Form’ to open it in the editor.
  2. Begin by entering the Project Address and Development Name in the designated fields. This information is crucial for identifying the specific project.
  3. Fill in the Permit No. and Inspection Date to ensure proper tracking of your inspection process.
  4. In the Quality Assurance Agency section, provide the name of the agency responsible for overseeing compliance with building codes.
  5. The Owner/Agent Signature field requires a signature from the property owner or their authorized agent, along with the date of signing.
  6. Complete the Inspection Summary by indicating whether product installation complies with requirements by selecting 'Yes' or 'No'.
  7. Ensure that a Special Inspector prints their name, signs, and dates in the appropriate fields before submitting.
  8. Once all fields are completed, save your form and return it to Clark County Building Department as instructed.

Start using our platform today to fill out Form 818B for free and streamline your document processes!

See more Form 818B-POST-TENSIONED SLAB-ON-GRADE versions

We've got more versions of the Form 818B-POST-TENSIONED SLAB-ON-GRADE form. Select the right Form 818B-POST-TENSIONED SLAB-ON-GRADE version from the list and start editing it straight away!
Versions Form popularity Fillable & printable
2017 4.8 Satisfied (235 Votes)
2016 4.5 Satisfied (42 Votes)
be ready to get more

Complete this form in 5 minutes or less

Get form

Got questions?

We have answers to the most popular questions from our customers. If you can't find an answer to your question, please contact us.
Contact us
The primary risk in cutting a post-tensioned slab is damaging the steel tendons. Cutting or nicking a tendon can result in the following: Sudden Release of Tension: Severing a tendon can cause it to recoil violently, posing a serious safety hazard.
Concrete slab-on-grade shall be 31/2 inches thick (89 mm) minimum. Reinforcement is not required for slab-on-grade floors.
In areas where soil is expansive, it is recommended to have post-tension foundations. In comparison, if we look at the durability of these slabs, the life of a post-tension slab is 15-20 years and these are likely to fail after a certain period. Meanwhile, the rebar concrete slabs can last for much longer.
Post tension slabs are reinforced with steel cables (tendons) encased in plastic sheathing. Once the concrete cures, these cables are tensioned (tightened), putting the slab into a compressed state. This compression helps: Reduce cracking from soil movement. Minimize shrinkage cracks.
Often, post-tensioned concrete works well for parking structures and high-rise commercial or residential developments. We have also seen this method used for tennis courts. In this situation, the tennis courts sat over an unstable site once occupied by a city dump.

Security and compliance

At DocHub, your data security is our priority. We follow HIPAA, SOC2, GDPR, and other standards, so you can work on your documents with confidence.

Learn more
ccpa2
pci-dss
gdpr-compliance
hipaa
soc-compliance

People also ask

It is recommended to use a minimum of 5 in. (125 mm) slab thickness for exposed slabs in aggressive environments. Beam dimensions are governed by the applicable building codes.
It is recommended to use a minimum of 5 in. (125 mm) slab thickness for exposed slabs in aggressive environments.
Generally minimum M30 grade concrete is used for post-tensioned M40 grade concrete is used for pretensioned members.

Related links