SOW BKTZ212003 Construct Physical Fitness Pavilion.docx

STATEMENT OF WORK

CONSTRUCT PHYSICAL FITNESS PAVILION

BERRY FIELD, NASHVILLE, TENNESSEE

GENERAL

The work covered by this Statement of Work (SOW) consists of furnishing all labor, equipment, and materials to construct an open gable, pressure treated wood pavilion. The work location is the 118th Wing, 240 Knapp Blvd, Nashville, Tennessee. Contractor will be fully responsible for compliance with all base, local, state, and federal laws, rules, and regulations that apply. The contractor will follow life and safety codes, and take necessary actions to avoid conditions which may be hazardous to the health and safety of base and contractor personnel. The Contractor is responsible for all permits associated with the project.

PERFORMANCE PERIOD

The performance period for this project is 180 calendar days. This includes the material design and delivery period not to exceed 120 days.

PROJECT DESCRIPTION

1. Contractor will perform all work as described herein and as shown on concept drawing Sheet 2.0, Proposed Pavilion. Work consists of supplying and installing a 32’ x 60’ open gable, pressure treated wood pavilion with glulam rafters, laminated columns, decking, attachment hardware, base plates, post-installed epoxy anchor rods, felt paper, asphalt shingles, fascia boards, and accompanying hardware. All parts and materials will be in accordance with manufacturer’s specifications and the construction drawings.

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 or Western Red 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 is the responsibility of the Government and not the supplier. The supplier will supply steel column anchor bases and post-installed epoxy anchors for flush attachment to the foundation.

c. See Sheet 2.0 for dimensions, layout, and additional notes.

5. The Contractor will be required to field verify all measurements.

6. Contractor will submit all submittals to Contracting Officer’s Representative (COR) for approval prior to fabrication of glulam rafters and timber columns. This includes engineered drawings.

7. All work will be performed in accordance with all Local, State and Federal Codes.

REFERENCES

In general, all technical specifications are provided within this Statement of Work and accompanying drawings. For questions regarding any technical specifications, the contractor should submit questions to the Contracting Officer for clarification.

SECURITY REQUIREMENTS

Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

Unit Identification Code (UIC) for the Requiring Activity: L41CFTRM Issuing Office DoDAAC: W50S97

DELIVERABLES

Deliverable Schedule

'End of Statement of Work’