BKs warehouse (5 Viewers)

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bkfj40

Wishin i was in Wydaho
SILVER Star
Joined
Apr 5, 2002
Threads
281
Messages
3,660
Location
new erection, va
I started planning this during Covid and got the city approval a month ago. Had to resubmit the plans once, add in some revisions to the trees for the required landscaping, get the corners staked by the surveyor, and get some equipment onsite. Built behind my office, the area was already zoned for a private warehouse when my father in law bought it in the late 90s. By right use so no special use as it is already zoned “private warehouse”. Huh. Yeah, your guess is as good as mine.

If I kept the disturbed area to under 10k sf, I did not need a site plan ($$,$$$) and because it is an S1 use group, I can use the bathrooms in the my office so no need for plumbing off the bat. Dry warehouse

The residential neighbors on the back and one side needed 30’ set backs and the commercial neighbor needed 10’.

As a structural engineer, I did the engineering on the building and plans myself. Using Weyerhaeuser M-12 framer series lumber has the most bang for buck. 2x6 @ 16” on center, 20’ tall walls will allow me to build a mezzanine in a portionwith 10’ ceilings on the lower level and 9’ on the mezzanine. Roof trusses at 4’ on center with purlins and metal roof. Insulated with ac and heat and metal liner panels on the walls and ceiling. Exterior will be the similar LP siding we used for the Wydaho cabin, this time we will be using LP sheets directly applied to the studs over house wrap.

Three 14’ tall doors will allow me to pull the bus in with the trailer attached or any other other piece of equipment. My lot has a road that dead ends at the back side of the parcel, providing me direct access into two of the overhead doors.

Bought the windows at habitat restore - all new fiberglass and got an extra 20% off as a first time buyer.

Dirt work started yesterday. Rolling in some fill material and hopefully starting footings once the pad is up to subgrade. The grade had about 2’ of fall to it. With a little creativity, there will be a loading dock on the left side of this pic

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Stay tuned as work progresses.
 
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Footings were dug while I was down at Relic Run in NC and they pumped concrete today. Concrete walls being formed this week and then pouring foundation walls soon
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You know @OGBeno, one man’s junk is another guys super rare barn find unobtanium part.

Walls were pumped full of 30 yards of concrete. Pumper’s horn beeped and then they ran out just on the last spot. They calculated it at 29 yards. Whew!

5” Slab will be up next after they fill against the walls. There are three 12’ wide by 14’ tall doors going along the one side of the shed

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61 yards of concrete went down this morning starting at 5:30 am. Sawcutting happened right after lunch. Stay tuned for costs as they roll in on this project
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They ran out of the framer series studs with 20 to go so we went with syp #1 studs at 12” on center versus the 16 for the Weyerhaeuser framer series

Trusses are delayed a week so hopefully they can get back onsite after they finish the walls tomorrow.
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Memorial weekend update:
They got the trusses on, purlins on the roof and girts on the walls. Metal guy was there today getting the measurements for metal hopefully installing next week

136’ of stick out on the crane to set the trusses

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Nice progress. You will have that dried in soon since you're going with metal siding and roof.

I assume as a structural engineer you looked at a red iron alternative? It seems like the cost advantage of wood would decrease with walls that high but maybe not. Just curious what the cost/ft2 difference is between the two, assuming you compared them.
 
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Hey BK,

Is this going in behind your office? Looks good. Now come down and buy my stash of cruiser parts! and some cruisers!! :)
 
what size is the footprint?
 
Last night we went to a small fundraiser for a church we had done some engineering for and the kids provided some amazing bluegrass music. And then my phone started blowing up. First from a friend and then from a firefighter. Then texts from friends, neighbor, and business partner.

The building is now flat. Strong winds and not enough bracing would be two factors. The builder had builders risk on it so looks like it is gonna go for round two

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😕
 

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