Exhibit_B_-_Building_Plans.pdf

This file comprises the preliminary building plans and construction documents for a Pre-Engineered Metal Building (PEMB) pole barn structure to be constructed by Kissimmee Utility Authority (KUA) at 1701 Carroll Street, Kissimmee, Florida 34741. The project entails the design and construction of a single-story, open-air PEMB pole barn with rigid frames, metal roofing, gutters, downspouts, and associated structural components to protect wire reels and equipment from weather exposure. The structure measures approximately 220 feet in length by 60 feet in width, with a roof bearing height of 23 feet 4 inches and a roof slope of 1 inch per 12 inches. The design accommodates a storage occupancy classification (Group S1) with an occupant load of 44 persons and incorporates five downspouts on each building side to manage stormwater drainage from the 13,245-square-foot roof area. The construction documents are issued for preliminary permitting and bidding purposes as 100 percent phase submittals and include specifications for cast-in-place concrete foundations, structural steel reinforcement, high-performance coatings, joint sealants, and termite control treatment. The design complies with the 2023 Florida Building Code, wind load standards for an ultimate wind speed of 140 miles per hour, and ACI, AISC, and AWS structural standards.

The construction documents specify performance requirements for concrete (4,000 pounds per square inch compressive strength), reinforcing steel (ASTM A615 Grade 60), and structural steel (ASTM A36 and A500), with anchor bolts and fasteners meeting ASTM F1554 and ASTM A153 specifications. The site preparation requires soil treatment for termite control and structural fill placement with compaction to 95 percent of modified Proctor maximum dry density. Concrete testing and field quality control are mandated through an independent certified testing agency, with submittals required for reinforcing steel shop drawings, concrete mix designs, and pre-engineered building system calculations signed and sealed by a Florida-registered engineer. The contractor is responsible for all permits, site security, protection of existing utilities, and coordination with Owner occupancy during construction. Costs for additional testing, re-testing due to non-compliance, and replacement of defective work are borne by the contractor. The documents reference applicable standards including ACI 301 and 318, AISC 360, AWS D1.1, and MBMA standards, with foundation design based on an allowable soil bearing capacity of 2,000 pounds per square foot.