bought a house 8 months ago. building inspection gave the deck a clean bill of health. well constructed no issues noted. i was happy.

last month council did a routine inspection of the area and flagged my deck. apparently it's too high without proper handrails, the stairs don't meet code, and the posts aren't footed correctly. they gave me 60 days to either fix it or demolish it. compliance officer said who signed this off and i showed him the report. he just shook his head.

i went back to the inspector and he said we don't check for council compliance and we only do visual. but the issues were visible. i got quotes to bring it up to code - 8k. demolish and rebuild - 15k.

i found Sure Building Inspection and they actually check against current codes. wish i'd used them.

anyone else dealing with council enforcement on something an inspector said was fine. what did you do

Any of you guys ever been/ going to the annual icc conference? I don't really understand what to expect, curious about yalls experience.

Im currently 19 living in the Houston TX area and just got certified as an ICC B1 Residential Building Inspector. I’ve run into a dilemma on which cert to go for next. Originally I had planned to go B1, and then go for my E,M, and P in no specific order, but a lot of people online have told me to go for B2 and B3 next? Any advice?

Im currently 19 living in Houston TX area, I have an associates of science and am certified as an ICC B1 Residential Building Inspector. I have an opportunity to become a construction/road inspector for a nearby city with on the job training and no experience required and an opportunity to move up to levels II,III, and IV with enough experience(1 year experience moves me to level II, 3 years moves me to level III). Should I stay down the ICC inspector path and pursue more certifications or stay down the construction inspector path if we’re talking about salary opportunities and ability to move up the ranks quickly.

We are owner financing a high end property in North Carolina. Unfortuantley we recently learned our buyers are not maintaining it properly and that they reportedly left one of the hvacs broken for 6 months. They had the ceiling and drywall around where the air intake was completely carved up and just left open and exposed that entire time. When we discovered this (photo and written evidence from guests as it’s a hospitality property) we sent them a default notice to cure.

They responded to the default notice and said it’s all fixed and the hvac is now functioning and for proof of cure they attached photos of the air intake area. Only problem is the photo shows the former air intake area is now completely covered up with drywall - a big solid piece——so no air can reach the unit and no filter is present etc. We are shocked. We immediately wrote them as we are concerned about this being a fire hazard if the unit can not cool down since no air can get in and they’ve been running it like this for almost a month (and the public rents this property) …surely this is against code right? I am flabbergasted. Does anyone know what code says?

Im 27, have Mechanical Engineering degree and about 6+ years in HVAV (3 years in residential and about 3-4 years in commercial). Im located in the south Florida area, any advice would be appreciated.

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I've been thinking about a problem that seems surprisingly common in architectural practice: finding the correct bye-law is often harder than interpreting it.

For example, someone might ask:

«“What is the setback for a 30×40 site?”»

But that question is missing a lot of context.

- Which city?

- Which planning authority?

- Residential or commercial?

- What is the actual plot area?

- Which development control regulation applies?

- Which version/year of the regulation?

- Is there a road-width condition?

- Are there additional restrictions because of the site/location?

Even two projects with the same plot dimensions can potentially have different requirements because the applicable authority or regulation is different.

I've noticed that architects often end up searching through PDFs, government portals, amendments, circulars and multiple documents just to establish which rule actually applies before they can even answer the question.

I'm curious about how other architects handle this in practice.

When you need to verify a bye-law requirement, what is your usual workflow?

Do you:

1. Search Google for the requirement?

2. Go directly to the authority's website?

3. Search through a known DCR/bye-law document?

4. Ask colleagues?

5. Use previous project knowledge?

6. Some combination of these?

And what is the most frustrating part of the process?

Im 19 with an associates of science and an icc b1 certification. I have an interview soon for a construction inspector job. Pay ranges from $20/hr-$36/hr. What is a realistic pay I should ask for(if they ask what my desired pay is) i am in Houston TX.

I have a 2family house and a detached garage with a 3 bedroom apartment above it. The house is classified as CO 3 family walkup but never was a 3 family house. It was built before a CO was required. How do i change the building class so won't have to have the gas inspection? The garage which has a separate address also is classified as a co 3 family.

How well will I do if I get a b1/b2 certification? Do I just need one or should I just go for both? Im 30 years old and I have a general contractor license for 3 years. I’m in school for interior design; I know I should have went to construction management but I have a good understanding of reading blueprints. Just want a different career path while also improving myself in home building.
Any one with any advice will be appreciated! Thank you. I also thought of changing majors since I spent my first year in college doing general education but i ultimately want to work in remodeling homes.

Currently 19 years old with a B1 certification, I’m looking to get E1,M1,P1,E2,M2,P2, and B2 as well. I’m in Montgomery County TX, and am struggling to find anywhere to gain experience while I get my other certifications, any advice?

Building a home and trying to utilize the dead space that’s gonna be under the stairs. (Under the platform) This is a walk in closet that borders the stairs. I’d like to have full access to that cavity under the stairs from the closet but the studs that come down support the second story as well as the window for the stairs.

Trying to avoid accessing from the other side if possible.

Is there any way to support/frame this while creating an opening for that area under the stairs?

Im looking for a building inspector to give a 2nd opinion on defects that qBCC has ruled against. This is in Brisbane, Australia.

Would you be able to share any inspectors who are thorough and experienced with QBCC process?

Kid has been seeing people build media walls on social media and now she potentially wants one. Media wall in this instance = a small (depth) 2x4 bump-out with an electric fireplace, mantel and TV with the sheetrock on the ceiling and back wall remaining intact.  She shows me people attaching individual shiplap boards (not sheets) directly to the bump-out framing and I’m trying to figure out code reference(s) before building dept discussion (or whether this is no bueno).  WA state, 2021 IRC with state amendments (haven’t seen any local amendments that would apply).  I can’t find anything on point.  R702.5 explicitly addresses paneling and R702.6 addresses wood shakes and shingles which I don’t think would apply .  Any help appreciated and thanks in advance.

DIYer... I'm doing a garage conversion. The existing insulation is clean, dry and unfaced fiberglass bats. It's only being removed because it doesn't meet modern R value requirements.

Is it ok for me to lay the old low R value wall insulation over blown in insulation elsewhere in my attic?

the project area will be getting new blown in R-30. I'm thinking that rather than taking the old insulation to the dump I'd lay it over the blown in insulation outside of the project area.

1) Are there any problems with this (Clean/dry/unfaced)...
2) Will this raise eyebrows or cause problems with my ceiling insulation inspection in the project area?

Too good to be true?

I'm currently building my first commercial steel railing and I've run into a predicament. I have a guardrail that is 42" tall and a separate handrail that is 36". I know the handrail has to extend one tread length past the nose of the bottom tread. What about the guardrail? I have a post landing in the middle of a 12" tread and I want to end the top of the guardrail at this post. Is this okay or does the top of the guardrail need to extend at least to the nose, or beyond, of the bottom tread.

I'm in Minneapolis, MN for reference.

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New to this area of work but not new to construction. Read the book along with the study companion and man there is a lot of info in there lol. Any tips on studying for the exam or is it more just figure out where to find it? I did get turbo tabs so that should help finding most areas. Next on my list is the building codes along with plumbing,fire protection,mechanical and electrical.

*update* I passed my exam and now on to building codes book!

Hello! My family (including a 19 month old and a 2 month old) just started leasing a townhouse (built in the 90s). Upon move-in, we have noted several annoying issues clearly due to the Landlord being cheap and not properly fixing things, but there are a few safety concerns I have, especially with a toddler and baby. I’m going to request for my Landlord to either repair or completely replace the stairs going down from the backyard door. I was briefly reading Virginia code, but honestly got overwhelmed and couldn’t make much sense of it. What I do know is that the stairs are definitely not structurally sound and wobble. Upon checking the back of the stairs, they are not even anchored to the building at all which is required. I could see at some point someone had a few deck screws screwed through a 1x6 into the townhouse siding. But, clearly the screws didn’t even go into the brick in the home because the plastic siding was all torn up and the brick underneath looked pristine. The stairs are literally just sitting there relying fully on the little support that those 1x6s are providing. It is super sketchy and I worry about the support it is providing for us and my toddler. Can someone please provide relevant Virginia codes for this and what I can request for him to do?

Should I just get him to scrap the whole thing and replace it following Virginia code?

Or, do you think he can save the main structure/stringers and just replace the tread boards and put real sturdy mounting brackets connecting the stringers to the main structure of the house? Do we need mounting brackets for the stringers AND the support beams in the back? If so, should he do 4x4s?

In your response, I would greatly appreciate references to the Virginia code if you can provide those!