Attachment 1: Outdoor Fitness Statement of Work Red Horse Project

KYJM 19-9003 Outdoor Fitness Facility, B-389
Supply and Delivery of Project Materials
Red Horse Project

12 November 2026

1. SITE LOCATION: Homestead Air Reserve Base (HARB), Florida.

2. PROJECT DESCRIPTION:

2.1. The construction execution of this project will be carried out by the Air Force RED HORSE team except for the new fence. The Contractor will have limited responsibilities regarding the project's execution, such as providing all necessary construction materials, supplying the PreEngineered Building (PEB) structure along with shop drawings, coordinating concrete truck deliveries, and installing the steel picket fence around the new facility.

3. PRE-ENGINEERED BUILDING (PEB):

3.1. The Contractor shall take the existing design drawings and provide signed and sealed pre-engineered shop drawings and all materials to build such structure. Pre-engineered structure will be built by the red horse team. The new structure will have: a) Lifting rack/ support beams. Refer to sketch below for additional information. b) Fixed steel beam with holes drilled to hang 25-feet ropes. Refer to sketch below for additional information.
c) Toe-hold bars 3-in above the finished floor. Refer to sketch below for additional information.
d) Factory coated and painted, color to be selected by the government. Exterior roof panel color shall be medium bronze. Interior roofing panel color shall be a manufacturer-standard light color.
e) Standing Seam Metal Roof (SSMR).
f) Gutters and downspouts.
g) Built-in lightning protection system. All materials shall be copper. h) Heavy-duty polyethylene bird netting to prevent birds from entering unwanted spaces. Bird netting: Shall be ¾” mesh. Color black. The bird netting must meet or exceed the requirement of ISO 1806 and 9001 Protocol Mesh Test for quality and mesh break strength.
3.2. Pre-engineered buildings will consist of the following: a) Structure shall be designed as per ASCE 7-10, latest Florida Building Code (IBC) and the Miami Dade Code for High Velocity Wind Zones.
b) The shop drawings shall be digitally signed and sealed by a Professional Engineer. All parts of all structures, including the concrete anchors and embedment, shall be designed for the specified wind velocity, and shall be tied together to provide an integrated resistance to high wind effects. Design analysis shall include roof uplift calculation, wind zones, attachment of system layers, flashing details, and any structural damage identified. Design R-value of the composite roof system will be