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FLORIDA Florida Engineering 4161 Tamiami Trail, Suite 101, Port Charlotte, FL 33952-9204 kLC P1 'm EENGINEERING www.flengineeringllc.tdrn I Phone: (941) 391-5980 ❑cense Number #30782-1 #60102 March 1st, 2022 Cormier. Residence 1068&S:Ocean'4903 Jensen Beach, FL 34957, avW Job No,� �2205971 Design Criteria, applicable codes and standards: 1. 2020 FBC (7th Edition), Ch. 16 Structural Design 2. ASCE 7-16: Minimum Design Loads for Buildings and other Structures. Ch. 30 Wind Loads - Components & Cladding General Inputs Ultimate Wind.Spee.d (mph) ,.475 Exposure Category D; Mean Roof height (ft) 130 ' Enclosure Type Bnclosed-,..�r Internal Pressure Coefficient (±) 0.18 Roof Pitch (in 12) "0 " Minimum bldg dimension (ft) , F 30 Opening no. Width Height Effective wind area (sq. in) Zone External Pressure Coefficient Internal Pressure Coefficient Design Pressures Positive I Negative (in) (in) Positive Negative (psf) 1 53.00 63.00 23.19 4 0.90 -0.90 0.18 61.31. -64.69 2 1 36.75 63.00 20.00 4 1 0.90 j -0.90 .0.18 61.42 -64.77 3 36.75 63.00 20.00 4 0.90 -0.90 0.18 61.42 -64.77 4 105.75 95.50 70.13 4 0.87 -0.88 .0.18 59.66. -63.51 5 141.75 95.50 94.01 4 0.85 -0.87 0.18 58.82 -62.92 REVEWE® �OR CODE COMPLIANCE ST. LUCOE COUNTY BOCCE C Eli G * No. 60,02 Oa C)�c+ STATE OF � %<C%t1' A'%� OF? IOA,•''��i�o' FILE COPS( CRAIG E. GUNDERSON, P.E. #60102