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ATTY/RESO.0073/PC RESO 239 VERA AVE <br />REV: 09-24-2021 VR <br />Page 15 of 16 <br /> <br />a. This requirement is satisfied with hose pull access routes around the <br />building from the adjacent street and the fire access lane. <br /> <br />5. Dean end fire apparatus roads in excess of 150 feet shall be provided with an <br />approved fire apparatus turnaround. Examples of approved fire apparatus turnarounds are <br />available in Appendix D of the 2019 CFC. <br /> <br />a. The plans indicate a fire apparatus access road is proposed to be 150 feet <br />long. If the access road exceeds 150 feet long, a fire apparatus turnaround will <br />be required at the end. <br /> <br />6. Available Water Supply to Project Site - Provide current fire flow information from <br />the water purveyor to indicate the maximum available water flow in gallons per minute (GPM) at <br />a minimum of 20 pounds per square inch (psi) residual pressure from the available fire hydrants. <br />This information must be current and dated within a year. <br /> <br />a. Fire flow modeling by the City projected fire flow at 2600 GPM at 20Psi <br />residual pressure. <br /> <br />b. Final approval will be subject to actual field fire flow testing. <br /> <br />7. Provide the required fire flow from Appendix B of the CFC based on the square <br />footage and construction type for the project. <br /> <br />a. Based on the project description of 13,802 square feet of Type-VB <br />construction, the required fire flow for this project is 1625 GPM at 20 Psi residual <br />pressure after allowing for a 50% reduction in required fire flow for automatic <br />fire sprinklers. <br /> <br />b. If the actual fire flow meets or exceeds the projected fire flow, this <br />condition will be satisfied with the existing fire hydrant located at the intersection <br />of Vera Ave and Vera Court. <br /> <br />8. Based on the required fire flow for this project, the number of fire hydrants and <br />the required distance between them and to the property lines will be determined utilizing <br />Appendix C of the CFC. <br /> <br />a. Based on the requirement of 1625 GPM, the required number of fire hydrants for this project is one within 250 feet. <br /> <br />b. The existing fire hydrant located at Vera Ave and Vera Court satisfies this <br />requirement. <br /> <br />9. Automatic Fire Sprinkler – The building and garage areas are required to be <br />equipped throughout with an automatic fire sprinkler system meeting all of the requirements in <br />NFPA Standard 13R CFC 903.3.1.2. Provide plans and hydraulic calculations for the design of <br />the system. <br /> <br />a. The plans reflect this requirement. <br /> <br />