That music sure sounds good man

Thanks for your instructional videos. My 50x150x 20 is. Ring delivered tomorrow and my son and I are putting it up. These will help us stay organized.

Awesome video! Very informative

Thanks for the great videos , and info. I just started working on the footings and frost wall for my 55'x78' with 20 foot eves. you're showing alot of very good litle tips that will save tones of time come the day it starts going up. Thank you from Ontario, Canada. Keep them coming.

Thank You NARF excellent video

@BuildingwithNARF

Ай бұрын

Thanks man

@4tonylee

Ай бұрын

@@BuildingwithNARF we are doing a shed project i made drawing based on your video video and we fabicated the beams

Hey Fredrick. Great to see a pro at work. Would you are can you recommend a grew to reinstall a 100 ft by 125 ft butler clear span building in hartford Connecticut . Keep up the great work. Thank you for sharing your videos

👌👍

Thanks for posting man! Much appreciate the effort and professionalism. Why are the columns set right on the edge of the footings? Was it a masonry error?

Nice job and good presentation . What size steel did you use ?

Most very cool.... Have you ever worked on an old building where the old roof is taken down and your posts and beams go up? (Yup....I've got some ideas). Thanks. Say hello to the whole crew!

@BuildingwithNARF

3 жыл бұрын

Yes. If you want to raise your height the roof should be removed. Thanks for the view and comment 😀

Bon jour cet bon travail merci pour vous et ce que je pue travail avec vous j' ai fait montage et soudeur

Excelente trabajo. Puedes compartir las especificaciones tecnicas : secciones y espesores de columnas y vigas, longitud y diametro de tornillos, espesor de la plancha metalica, diametro del cable, etc, etc. Sería muy bueno.

@BuildingwithNARF

3 жыл бұрын

Graciás

@hoshangmustafa9672

2 жыл бұрын

@ 3:18, this is only 60 foot wide

Hey Fredrick. Nice looking job. How big are your pier boxes? They look like 3’x3’. Just trying to figure a job and wondering what size they should be. It will be a farm shed also. Thanks

@BuildingwithNARF

3 жыл бұрын

This particular job had 4x4x3 piers on main frames and 2x2x2 for the endwalls and back sidewall columns.

Hello and greetings. I would like to thank you for recording such videos, which help people like me a lot. I have a request from you. My request is that you help me to build the halls I want. My hall has an opening of 30 meters, but without the middle column at a height of 6 meters. I want to know with what size H beam I can build these halls. I will build it. Of course, if the opening is 30 meters, it will answer. If it doesn't answer, I can make the opening of the shed up to 23 meters. I am waiting for your correct answer. I thank you again for your help. I wish you a good day

So we’re doing a building that’s 100’ wide clear span, all sidewalls are done with girts, what method and equipment would you use to raise these rafters? Telehandler or crane?

@BuildingwithNARF

Жыл бұрын

Telehandler is what I use. A crane is overkill but lots safer. A spreader bar is needed.

@leontyfrolov9221

Жыл бұрын

So the crane is rated for 10k lbs, where would you recommend hooking up slings/cables on rafter? Spreader bar is 20’.

Hi narf,where the grits and perlins overlap I noticed that the gap between them that it's easy to crack off the screws ,do you do anything different in these areas ,like predrilling first?

@BuildingwithNARF

2 жыл бұрын

You should have one flange bigger than the other on zees. When lapping you alternate the zees in each bay so that the smaller is inside the bigger flange giving you a snug fit without creating the gap.

@rossokeefe9268

2 жыл бұрын

@@BuildingwithNARF yes tried that, flipping them around,even called r&n the manufacturer, told me they make them all the same..I ended up drilling and pinning down the ends with finneck bolts as the ends were tipped up 1/4 inch and massaging the metal with a mallet.all the zees have a slight warp (not true 90°),don't know if that normal or not....I got everything tight now..just a lot of shotty manufacturering..been a 3 year battle with this company .so much done wrong. If I could send up pics you'd either laugh or cry...but I got through it..ready for sheeting..now it won't stop raining...have you ever put a roof on first..I'm dealing with insulation

@BuildingwithNARF

2 жыл бұрын

Yes on installing roof first but make sure walls stay plumb and square while the process takes place ...eave may be made to lap walls and under roof prior to roof installation. Better to start walls first

@rossokeefe9268

2 жыл бұрын

@@BuildingwithNARF so your saying install trim,closures and everything and just leave enough space to slip sheets in afterwards..you see I have a 40x60 on 4/12 pitch coming into a 16x60 on 2/12 pitch..I can get the wall and roof done on the 2 /12 section and weather tight it with the transition trim against the perlin..so really only one wall that I would have to tangle with..if all that makes sense

@BuildingwithNARF

2 жыл бұрын

That wall under the lean to(2:12) will be the one u wished u installed before roof

Hey I like you videos I’m va, how much will you charge for prefab building 40’x40’ 9/5/23

@BuildingwithNARF

10 ай бұрын

Email me at roofover556@yahoo.com

Doesn't a building with a fully open side like this require extra support and bracing? It becomes a huge wind catch with no escape and can potentially push the roof up. I've always been told when building a "southern slope" type building it needs as much support to hold the roof down as it does to hold the roof up. I'm sure that comes from the engineers but do you as the erection crew notice additional bracing?

@BuildingwithNARF

Жыл бұрын

This is designed at 90 mph wind load and the uplift factor is more in the piers ( weight of the concrete) than the steel. We are in the south so the roof is not designed with a snow load. Extra bracing is in engineering. I was told an engineer said that once the building is full of air that it can't take on any more air therefore it was just as strong as a 4 sided building. 🤔

@jktrenching9181

Жыл бұрын

@@BuildingwithNARF Thanks for the reply. makes sense on the snow load. Here in Wisconsin that's a big factor. As far as the building being full of air and not taking any more, that's interesting. I'm no engineer but it seems to me that a 90 MPH wind would still be able to create lift pressure but what do I know. lol I do think the "lift" is probably more of a factor on a wood frame building with nails than a bolted and welded steel frame building.

Can those beams be welded instead of bolted?

@BuildingwithNARF

Жыл бұрын

I'm sure. It's Easier to transport and the plate gives the beam some rigidity.

Out of curiosity what is the sqft cost on these structures?

@deweysanders1461

5 ай бұрын

Thank you @@BuildingwithNARF

how come at 11:26 the tin doesn't go down to the footing?

@BuildingwithNARF

2 жыл бұрын

Some Customers think it is good to have air flow. It is a debatable subject.

Where do I find a good metal manufacturer in Dallas Texas ?

@BuildingwithNARF

4 ай бұрын

We can ship to Texas. Email me at roofover556@yahoo.com for your free quote.

I like your videos, but I'm surprised that I didn't see anyone wearing a hard hat

طريقه التركيب غلط يفترض تركيب اعمده وجسور واجهت المبنا والاعمده الخاصه بلمبنا كامل وتركيب السيات الخاصه بتثبيت الزنق . ويتم رفع اول جسر من المبنا والثاني وتامينه بسيات السقف كامل لتامين المبنا بلكامل عند رفع باقي الجسور