HomeMy WebLinkAboutScope of Work, PicturesDerald Bates
Parcel number 21771 1 102009
133 Native Springs Drive,
Rifle, CO,81650
Building materials
112" osb plywood
2x6x1 6
6x6x1 2
2x12x20
2x4x20
3" & 4" anodized deck screws
3.5" & 2.5" Paslode ring shank framing nails
1.25" joist hanger nails (for hurricane clips)
H1 hurricane clips (securing trusses to header)
1.5" button head nails (for tar paper on roof)
ice and water shield
30# tarpaper
3/8" rebar
4" of 314" road base
8-10" ofconcrete
Spacing
-Trusses are spaced 36 inches on center
-Girts are spaced 36 inches on center
-Poles are spaced 10 feet apart, made of 6"x6"x12' treated lumber, and buried 3' in the ground
-Concrete pad is 20'x40' and 8-10" think
-Road base layer is 4" thick and was compacted while moist
-Roof truss girts are 2' apart
-Roof sheathing is 112" osb, and every layer alternates every 4'
This is a pole barn style build
The holes for the poles were dug with a 12" auger on my tractor. all 3-4' deep. 2 - 80# bags of
Ready-mix were mixed with water, poured into each hole and allowed to set before adding
6x6x'12 treated poles.
The slab
To prep for the slab, I had 4" of 314" road base brought in. this was moistened with water and
compacted severaltimes over a couple of days. You can see how the concrete truck does not
dent the surface in the pics. I used 3/8 rebar space 12" aparl to strengthen it, with 2"x2"
concrete blocks to lift it up off the ground and make sure it was imbedded in the concrete. The
concrete came from United, and the specs are listed in the attached quote in the email.
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The walls
lnitially the building was only going to have 9' ceilings. after the slab was done, I changed my
mind and decided to do 17" ceilings. To do this I nailed 3 - 2x6x16 to the original 6x6x12 posts
in a laminated fashion with the 3.5" Paslode ring shank nails and 3" deck screws. On top of this
went the header, the base of it being a horizontal 2x4 with 2 vertical 2x12s on top, and on top of
the 2X12s, another horizontal 2x4.Each board was staggered so that there would always be an
overlap. The 2x12s were nailed together every 12" in a staggered fashion. The 2x4s were
nailed top and bottom to the 2x12s.
I used 2x4sfor the girts, and used 4xB sheets of 112" osb in the corners to prevent deflection in
the walls.
The trusses are spaced every 3', there is 2' of overhang on the front and back of the shop
Trusses were built to be spaced every 4' and rated at 40 lbs per sq. foot.
15132" osb was used for sheathing, with 30# tar paper laid down on top. On the edges of the
roof, ice and water shield was used. Tar paper was nailed down with 3 button head nails on
every girt.
For the roofing tin, 26 gauge was used, purchased from 2nd Time Around in Parachute, CO
The walls were done with 29 gauge tin. All have 2" screws holding the tin to the girts.
The last four pictures show where the shop is at today, pending a permit, before work is
continued.
