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HomeMy WebLinkAboutLetter from EngineerWilliam Durden From: Nadine Manresa <nadine@jataylorroofing.com> Sent: Friday, February 21, 2020 3:11 PM To: William Durden Subject: permit# 2001-0388 Attachments: Engineerl-tr 2-10-20.pdf ;SECURITY WARNING: This email originated from outside the County systems. Please show caution when i jclicking links or opening attachments unless'you recognize the sender and know the content is safe. jQuestions call Customer Service at 772-462-2146. William, Per our conversation, attached is the engineer's letter. Thank you, Nadine Manresa Permitting J.A. Taylor Roofing, Inc. 302 Melton Dr. Fort Pierce, FL 34982 Office: 772-466-4040 Fax: 772-468-8397 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 1 Architectonic Inc January 15, 2020 St. Lucie County LRECEM-L' Planning & Development Services Building & Code Regulation DivisionN 2'1?0202300 Virginia Avenue Fort Pierce, FL 34982e County, Permitting Re: Roofing specification prepared for the St. Lucie County for the structure located at, 2700 Industrial Avenue 3, Airport Industrial Park, Fort Pierce, FL Manufacturer: Johns Manville Profiles: JM TPO Single Ply Roof'Systems, SC-133 System, FL#11475.1 Code: FBC 2017; Section R 905.10 Wind Speed: 160MPH; Ultimate Design Wind Speeds Exposure: C Mean Roof Height: 30' Maximum Pitch: 5 / 12 Minimum Required Design Pressure: Zonal: -33.5 Zone 2: -52.8 Zone3: -73.5 Maximum Uplift Pressure: -75 '1 Fasteners: Extra High Load Fasteners (steel only) orJM Strucural Concrete Deck Fasteners (concrete only) with Extra High Load Plates, 6-inch o.c. within 6-inch wide laps spaced 90-inch o.c. Laps sealed with 1.5-inch heat weld outside lap Membrane: JM TPO 45,60,72 or 80 (8 feet) Roof Decking: Min. 22 ga., type B, Grade 33 steel or min 3,000 psi structural concrete The above approved, as per Florida Building Code Compliance acceptances, 2017 Florida Building Code, and the Manufacturer's recommendations. 806 Delaware Avenue Tel: 7724607751 www.architectonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1