To answer the questions...
This is going to be used to restore cars... specifically MGs. I was planning a 6 bay garage specifically to restore cars, one bay for each type of work, welding, mechanical, interior, paint, etc... but in discussions with my girlfreind at the time, she thought I would never be open to moving out of my place. I comprimised with a 3 stall garage instead..
So after the foundation was backfilled, we started framing about the middle of october of last year, the first weekend went like this. I should saw the front and back walls are framed in 2x8s and the side walls are 2x6s.
The following weekend was Holloween weekend, and if you are from the NE and happen to remember the 24" of snow we got, it stalled the construction that weekend as we plowed our way out...
We scurried to get the lumber under cover, the weather report said a couple of inches, but it seemed to be coming down too fast...
The following weekend we got up the back and front walls.. Here is 2/3rds of the back wall.
The center wall is 19' wide and 17' tall... 4 of us tried to lift it on a saturday afternoon and it didn't go so well, we got it up to our shoulders and couldn't go up and couldn't get it back down. I sent a message out on Facebook, looking for help for the next morning and about 10 people showed up.
Here it is, with the center wall up.
Some of that crew came back in the afternoon to help put up the front walls, (well, they look more like arches, they are just 5 studs holding each end of LVLs. )
However, because the front wall is a shear wall and it couldn't be done by building code, because of the height of the doors, I needed to have it redesigned by a PE. These are the Simpson Strong Tie brackets he spec'd out to hold the king studs in the door frames, there are 21 screws in each one of them and they are anchored by a 24" anchor bolt.
Sheathed the walls before attempting to get the girders in place. The girders are held up by 5"x7" PSLs.
I know this was the weekend after Thanksgiving, because I rented the Lull for that long weekend and the starter went on it... so I didn't get to set the girders until the following weekend.
Here it is with the lower trusses installed.
Here we are with the upper trusses and roof sheathing installed.
Here is my Fiance nailing down the roof top guard.
Another of Leslie on the roof...
This is how the front of the barn goes together, notice the additional studs between the bays and the cripple wall under the center LVL. In addition, because the front wall was designed by a PE, the inside is sheathed in CDX also to prevent racking or shearing... I insulated that wall. The building permit is for a non-heated building which skates me from being energy code compliant, but I will want to heat it someday and I don't want to waste energy, hence the foundation insulation shown earlier.
I think this was around New Years 2012... it was about 40 deg. F. luckily we had a VERY mild NH winter last year.
Early February, the doors were installed by a company, I didn't do that myself.
I spent a month or so working on all the bracing inside the structure. There is lateral bracing for the trusses, plus diag. bracing for the lateral bracing. Then the gabel end bracing and the bracing for the high heal trusses (center section)... I had conflicting bracing plans between the truss company and the PE, so I opted to do both schemes... needless to say "nothing is going anywhere". You can see horiz and vert stiff backs on the gable end and multiple braces to the roof trusses...
Well, that's a pretty good post, need to take the doggies for a walk.
Blair