Salient Physical Characteristics_PT Pavilion_3-8-24.docx
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- Attached to
- PT Pavilion
- Solicitation number
- W50S97-24-Q-0005
- Issued by
-
Department of the Army National Guard
About this file
This document is a set of salient physical characteristics for a 32'x 60' open gable, pressure-treated wood pavilion with glulam rafters, laminated columns, decking, and other associated components, to be delivered and installed by troop labor. The solicitation is a Request for Quotation (RFQ) for the PT Pavilion, with a NAICS code of 321992 (Prefabricated Wood Building Manufacturing) and a 500-employee small business size standard. The government is requesting quotes for CLIN 0001 - Furnish and provide the PT Pavilion in accordance with the attached specifications, to be delivered within 90 days to Nashville, TN. The solicitation is a 100% Small Business set-aside, and all quotes must be submitted by 12 April 2024, 3:30pm CST. The evaluation will be in accordance with FAR 13.106-2.
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Other files
| File | Type | Posted |
|---|---|---|
| Provisions and Clauses PT Pavilion.pdf | ||
| Sheet 2 32ft X 60ft PAVILION PLAN.pdf |
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Text version
SALIENT PHYSICAL CHARACTERISTICS
PT Recreation Pavilion
1. General. Provide 32’x 60’ Open gable, pressure treated wood pavilion with glulam rafters, laminated columns, decking, attachment hardware, base plates, felt paper, asphalt shingles, fascia boards, and accompanying hardware, and delivery for complete installation by troop labor.
2. Size and Shape.
a. Size is 32’ x 60’ roof edge out-to-out.
b. Span is 28’ from outside of columns to outside of columns
c. Frame Spacing is 8’-0” on center for 8 total frames
d. Height is 8’0” clear to bottom of rafters.
e. Roof pitch is 3:12
3. Material Specifications.
a. Wood frames constructed of structural glulam timber in conformance with the latest edition of ANSI 117, Standard Specification for Structural Glued Laminated Timber of Softwood Species.
b. Wood columns constructed of glulam timber or laminated veneer lumber in accordance with latest edition of ANSI 117. Minimum column width is 5 inches.
c. Wood decking is tongue and groove #1 grade kiln dried southern yellow pine or cedar with maximum moisture content of 19% or less. The size and thickness as determined by manufacturer for design loads.
d. Frame connectors and column base plates are ASTM A-36 black powder coat steel.
e. Shingles are class “A” rated, architectural grade, laminated fiberglass. Color to be selected by Government.
f. Roof paper must be 30 lb (min) felt.
g. Fascia board to be 2x8 nominal or greater, kiln dried Alaskan Yellow Cedar surfaced on exposed sides.
h. Metal fasteners to be ASTM A-325 zinc plated machine bolts and nuts.
4. Loads and Code requirements.
a. Provide stamped engineer drawings for design loads as required by International Building Code. Project location is 240 Knapp Blvd, Nashville, TN.
b. The design of the foundations and the supply of anchor rods is the responsibility of the Government and not the supplier. The supplier will supply steel column anchor bases for flush attachment to the foundation.
c. See Sheet 2.0 for dimensions, layout, and additional notes.
File details come from the government source that posted it. Updated .