Exhibit C - Plans and Spec.pdf

The provided document is a set of hydraulic analysis reports for fire protection system renovations at the Caldwell Building, located at 107 E. Madison St. in Tallahassee, Florida. The reports, generated by AutoSPRINK 2020 software, detail the hydraulic calculations for an Ordinary Group I fire sprinkler system with a design area of 1,500 square feet and a K-factor of 5.6 to 7.000. The documentation includes multiple hydraulic summaries, graphs, and node analyses across six different groups, each examining water supply, pressure, flow rates, and system demand curves for various nodes and routes within the fire protection system.

The hydraulic analysis covers comprehensive details such as water supply pressures ranging from 80,000 to 69,615 psi, static pressures, residual pressures, and total demand calculations. The system requires a water supply flow of 250 gpm with a static pressure of 80 psi and a residual pressure of 76,000 psi. Safety margins are calculated for each group, ranging from approximately 12 to 19 psi, indicating robust system design. The reports suggest multiple water supply routes and nodes, with careful attention to pressure losses, fitting configurations, and system performance under different flow conditions, which is critical for ensuring effective fire protection coverage in the Caldwell Building.