Nice to see the ends of the ceiling/floor joists of the upper levels properly shored before removal of the original posts. Most people don't think to add bracing which is stupid and irresponsible.
@Loonypapa4 місяці тому
Structural engineer here. You guys knocked it out of the park.
@PremierResourcesContracting4 місяці тому
Glad you liked the video! Thank you!
@ic3p1kРік тому
That was a genius move using the drywall lift. I wish I had thought of that before. Would have saved me a lot of trouble.
@PremierResourcesContractingРік тому
Yes, they're helpful with lam beams, just barely made max weight with this one. If it was red iron, we'd hafta use our beam jacks.
@janalong3647Рік тому
Love the song lyrics. TRUTH😁
@kevinkelly930310 місяців тому
great video Guys, And i learned a great tip on how in going to beable to remove my load bearing Wall
@PremierResourcesContracting8 місяців тому
Glad it helped
@Petersworld775 місяців тому
Really impressive work fellas. New room looks fantastic.
@PremierResourcesContracting5 місяців тому
Glad you liked the video! Thanks so much!
@gms19585 місяців тому
I did the above job myself, no experience, just observing and doing what needed to be done. I had a friend engineer calculate the engineered wood beam; to make it smaller (less deep or thick) so to be less intrusive for a 8' joist ceiling, I screwed 2 (two) engineered wood 12" beams together with lag screws, a steel metal plate 1" thick (same thickness as the beam) was sandwiched in between the 2 beams. Steel posts were plaed at the ends under reinforced cement slab. This technique allowed the beam thckness to decrease from 18" thickness to just 12". Final result: excellent, just a thin 4" drywalled beam over the ceiling of the finally larger room.
@PremierResourcesContracting5 місяців тому
Glad you made your project work!
@natej66716 місяців тому
Impressive workmanship. As an engineer I like seeing attention to detail. Not only was the ceiling joist supported but the load on the floor was also spread out and shared by the floor framing. What was the size of the new opening?
@PremierResourcesContracting6 місяців тому
Thanks so much for your comments, there was a lot not shown on video either. A Lot of work and planning went into the point load transfer into the basement as well. I would have to pull out the file for this project for an exact span, but from memory, I believe it was around 25'.
@lnazworth10 місяців тому
Nice work!
@PremierResourcesContracting8 місяців тому
Thanks!
@owenjohnson50307 місяців тому
Can I ask the dimensions of each of the LVL beams? I have a steel post in the middle of my kitchen/dining room where two steel beams meet. The total span is 24.5 inches. I’ve been told three 14” LVL beams would work. I’m planning on putting in 4 like you did.
@PremierResourcesContracting7 місяців тому
Honestly, we'd have to design it for your specific circumstances. Span is only part of designing beam loads. You'd need your live and dead loads that your supporting. What material your supporting the beam with. Your sheer ratings for your area of the world. Among many other things. I would suggest hiring a structural engineer or a licensed contractor with an in house engineer (like us) to design it for you.
@mustafahudson47183 місяці тому
Where are you from meaning location I’m from Newjersey and that low bearing wall was that a basement renovation? It looks amazing I would love to know more about your company
@PremierResourcesContracting3 місяці тому
Thanks so much for your comment! We're in the Western PA Eastern Ohio region. You can find out about us on our website at: premier-resources-contracting.com/
@classicalmusic24255 місяців тому
For three members, in mfg diagram, I see that nail penetrated two members full and the third member half way. Is that how it should be or it should go through all three members fully?
@PremierResourcesContracting5 місяців тому
Are you speaking of nails into LVLs?
@classicalmusic24255 місяців тому
@@PremierResourcesContracting yes, did your nails pass through all four LVLs and went through three of them and only half way through fourth one?
@PremierResourcesContracting5 місяців тому
Yes, you're partially correct. The fasteners did go through the way you describe, however, they were not nails. They were specialized lag screws meant for LVLs specifically
@mu65545 місяців тому
I’ve been dreading removing a load bearing wall. Mind me asking how much this ran end to end? Ballpark?
@PremierResourcesContracting5 місяців тому
I have to put a little disclaimer here: Premier Resources Contracting is a firm with highly trained, licensed and insured professionals. We do not encourage anyone to attempt structural modifications without proper training and knowledge. With that being said and without pulling our files, I believe it was around 25 foot.
@vroor325 місяців тому
@@PremierResourcesContractingI believe he's asking "how much $$" ..... But as usual, these guys are like lawyers (liars) ...gotta pay a retainer fee, before you get a ball park number 😂
@PremierResourcesContracting5 місяців тому
Even for a ballpark price, we'd need to know demographics, age of home, live & dead loads & countless other variables dependant on job specifics. Estimates (ball parks) really can't be done on projects like this, this would be in the realm of a proposal. Ranged pricing can sometimes help with more information, however.
@vroor325 місяців тому
@@PremierResourcesContracting .....and there you have it people.... No ballpark numbers here. Gotta pay for a site visit, and pay for a written proposal before you can get an idea of how much (on the low end) you are on the hook for... And the number will only go up from there 😂😂😂
@PremierResourcesContracting5 місяців тому
Exactly. Look, we get it. Quality work and accurate pricing go hand in hand. Our process involves assessing crucial details before quoting a price. It's about ensuring a fair and precise cost, avoiding unexpected costs later on. Transparency and excellence matter to us. you can't simply complain about a "ballpark" or "starting" price, while simultaneously complaining the price will only go up from there. This is why we need more info for projects like these.
@alvarocastaneda9754Рік тому
Should not supposed to be seamless the top of the ceiling once the bearing wall is removed?
@TheModelmaker123Рік тому
There was a 2nd floor so they could not move it up any higher.
@ic3p1kРік тому
Also, some people prefer the look of a cased opening. Especially when there are kitchen cabinets orthogonal to the opening.
@PremierResourcesContractingРік тому
There was a 2nd floor above, no beam that we pre-engineered could be flush without more posts in the center.