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HomeMy WebLinkAboutPROJECT INFORMATIONPEI Florida Engineering LLC 4456 Tamiami Trail, Suite B14 Port Charlotte, FL 33980-2101 www.flengineeringlic.com Phone: (941) 391-5980 Certificate of Authorization #30782 November 7, 2017 SNOW 10,000 South Ocean Blvd Unit 605 Jensen Beach, Florida 34957 SCANNED By St. Lucie County Directionality Factor, Kd Topographic Effects Factor, Kzt Velocity Pressure Coefficient, Kh Velocity Pressure Coefficient, Kz Ultimate Velocity Pressure (Ib/sf) Nominal Velocity Pressure (lb/sfl(ASD)(U General Inputs Ultimate Wind Speed (mph) I _ "17G, 85 _ Mean Roof height 1. Enclosure Type 110 1.45_ Internal Pressure Coefficient +/ 0.18_ 60 A.31_ Roof Type Roof Pitch 42.26 II Minimum Mark Width (in.) Height (in.) Effective Area (sf) Zone External Pressure ICoefficient P277h<60; P290h>60 Internal Pressure Coefficien Design Pressures (psf) 1 142.375 94.750 _ '93.68 Zone 4 0.750 -0.800 +/-0.18 46.9 -49.4 2 142.375 94.750 .93.68 Zone 4 0.750 -0.800 +/-0.18 46.9 -49.4 3 "0.00 Zone 4 +/-0.18 4 10.00 Zone 4 +/-0.18 5 0.00' +/-0.18 6 0.00 +/-0.18 7 "0:00 +/-0.18 8 0.00 +/-0.18 9 0.00 +/-0.18 10 0:00 +/-0.18. 11 0.00 +/-0.18 12 0.00 +/-0.18 13 0.00 +/-0.18 14 .0:00 +/-0.18 15 000 +/-0.18 16 0.00 +/-0.18 E. Gunderson. P.E. # G E! Ia Cj No, N IT- 0; S%AT j�r� F Zr 0 Z, IDA File Copy