|
|
Thread Tools | Search this Thread | Display Modes |
|
|
#1 |
|
New Guy
Trade: Mechanical Contractor
Join Date: Apr 2009
Posts: 20
|
Eng Beam Question
1960's home bungalow plain peak 4:12 roof. one main load bearing wall like most all old homes. seperating kitchen and living room. already priced out 14' beam. all good to go on that. but looking into the option of instead of running beam under trusses.... like usual ( but beam 10 thick in height) instead looking at making two temp support walls ( no snow on roof) on each side of main wall and cutting the dimension of the beam and installing it flush with bottem side of truss. and using joice hangers to connect truss to eng beam. creates flush ceiling. much desired effect in old home. looking at the pros an cons. plumber by trade looking for experianced answer. trade basics easily understood
thank you |
|
|
|
|
|
#2 |
|
Curmudgeon
Trade: carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 11,707
|
Re: Eng Beam Question
You don't cut truss.
If it is truss, you may not even need a beam. Get someone who knows to put an eyeball on it. Could save grief and wasted money.
__________________
Put your location in your profile! (Sorry....it seems there really are dumb questions) |
|
|
|
|
|
#3 |
|
Pro
Trade: Licensed Colorado electrician, licensed B-1 GC
Join Date: Jul 2005
Location: Colorado Front Range
Posts: 2,604
|
Re: Eng Beam Question
It's not likely to be a truss in a 60's home but it could be made into a truss if you get an engineer who knows what he is doing or a gc /carp that can design and then have a engineer stamp it.
Wood trusses for residential started around 1954 and it took a long time for them to get accepted in most areas. what's a joice?? Last edited by K2; 04-14-2009 at 11:13 AM. |
|
|
|
|
|
#4 |
|
Builder/Remodeler
|
Re: Eng Beam Question
Dittos to what Neo said.
Most trusses are meant to only bear on exterior walls. They float over interior partition walls without needing any mid-span support. I agree you should have a structural engineer look at it--especially if they're first generation trusses.
__________________
![]() Christopher Wright, CR: President @ WrightWorks, LLC/President @ Central Indiana NARI, Named to the 2010 REMODELING Big50 www.WrightWorks.net - Facebook - Twitter - Carmel Remodeling Indianapolis Kitchen Remodeling Contractor - You Can Get There From Here |
|
|
|
|
|
#5 |
|
New Guy
Trade: Mechanical Contractor
Join Date: Apr 2009
Posts: 20
|
Re: Eng Beam Question
Might just be easier to carry load with engineered beam underneath in place of existing load bearing wall. done that plenty of times was just looking to make seemless ceilinginstead of low hanging beam in a room between kitchen and living room. thanks for the input... as in talk to engineer. lol
|
|
|
|
|
|
#6 | |
|
Builder/Remodeler
|
Re: Eng Beam QuestionQuote:
__________________
![]() Christopher Wright, CR: President @ WrightWorks, LLC/President @ Central Indiana NARI, Named to the 2010 REMODELING Big50 www.WrightWorks.net - Facebook - Twitter - Carmel Remodeling Indianapolis Kitchen Remodeling Contractor - You Can Get There From Here |
|
|
|
|
![]() |
| Thread Tools | Search this Thread |
| Display Modes | Rate This Thread |
|
|
Similar Threads
|
||||
| Thread | Thread Starter | Forum | Replies | Last Post |
| Question for GC re: rough/final cleans | britanie | General Discussion | 6 | 06-07-2009 07:42 PM |
| Steel Beam Question | MohaimenK | General Discussion | 19 | 09-25-2008 07:59 AM |
| Sewer Infrastructure Question | ABLE1 | Excavation & Site Work | 20 | 05-28-2008 11:05 AM |
| Go to Page... |
