barn specs.doc

DOC document 23 KB Posted

Attached to
New Agriculture Building
Solicitation number
RFP MANC 200000001187 1
Issued by
Washtenaw County, Mcbride Village, Michigan

About this file

This is a project specifications document for a new agriculture barn to be constructed for Manchester Community Schools. The project calls for a 30 ft x 40 ft x 12 ft barn featuring red steel siding, a white steel roof with galvanized steel framing nails, and red screws for wall assembly. The structure includes seven 3 ft x 3 ft single hung windows, two 12 ft x 11 ft commercial garage doors with openers, and two 3 ft utility doors. The barn will be constructed with wood trusses at 4/12 pitch spaced 2 ft on center, 6 x 6 treated eave posts spaced 8 ft on center, 6 x 6 treated gable posts spaced 10 ft on center, 2 x 6 treated skirt boards in three rows, and 2 x 4 wall girts spaced 24 inches on center. Additional specifications include 5/8" CDX plywood roofing with a 12-inch overhang on all sides, aluminum soffit, and a poured concrete floor with a 1-bag concrete mix for post holes.

The document specifies site preparation requirements including grading and compacting approximately 120 tons of C2 fill sand to proper subgrade, placement of finish-grade topsoil around the building perimeter near project completion, and proper site preparation prior to construction. No information regarding pricing terms, bid schedules, response dates, award timelines, funding sources, or contract terms is provided in this specifications document.

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Text version

New Agriculture Barn-Manchester Community Schools Specifications for 30 ft x 40 ft x 12 ft:

Red screws for steel wall

Siding screws for steel roof

Galvanized steel framing nails

Red Steel Siding White Steel Roof Seven 3 ft x 3 ft single hung windows Two Commercial Garage Door – 12 ft. x 11 ft. (no windows) with openers Two utility doors – 3 ft Wood Trusses (4/12 pitch 2 ft oc)

6 x 6 Treated Eave Posts (8 ft oc)

6 x 6 Treated Gable Posts (10 ft oc)

2 x 6 Treated Skirt Boards (3 rows)

2 x 4 Wall Girts (24 inch oc)

2 x 12 Double Top Girt Truss Carrier Plywood – 5/8” CDX – on roof 12 inch overhang on all sides Alum. Soffit Place grade & compact approx.. 120 tons of C2 Fill sand to proper subgrade Poured concrete floor Finish grade of topsoil around perimeter of building near completion Concrete – 1 bag mix per post hole

File details come from the government source that posted it. Updated .