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HomeMy WebLinkAboutEngineering Florida Engineering LLC 4161 Tamiami Trail, Suite 101 Port Charlotte, FL 33952-9204 www.fle in�c�af�If3 Phone:.(941) 391-598.0 +� ' erfificate of Authorization#30782 r �%lz7 _ May 19th, 2021 1E ED FOR CODE CO6 PLIANCE 906Shorewinds Dr. STo L ��� �®�� Fort Pierce, FL B®CCj7� Job No. 2111236 General Inputs Design Criteria,applicable codes and standards: Ultimate Wind Speed(mph) 160 Exposure Category C 1.2020 FBC(7th Edition),Ch. 16 Structural Design Mean Roof height(ft) 35 2.ASCE 7-16:Minimum Design Loads for Buildings Enclosure Type Enclosed and other Structures. Internal Pressure Coefficient(±) 0.18 Ch.30 Wind Loads-Components&Cladding Roof Pitch(in 12) 3 Minimum bldg dimension(ft) 30 OPENING SCHEDULE Opening Width Height Effective Design Pressures FL# Allowable Pressures no. wind area Zone Positive Negative or Positive I Negative (in) (in) (sq.in) (psf) NOA# (psf) 1 18.00 79.00 10.00 4.00 38.65 -41.93 8523.1 45.00 1 -55.00 2 18.00 81.00 10.13 4.00 1 38.65 -41,92 8523.1 45.00 -55.00 3 18.00 79.00 10.00 4.00 38.65 -41.93 8523.1 45.00 -55.00 4 18.00 81.00 10.13 4.00 38.65 -41.92 8523.1 45.00 -55.00 5 40.00 52.00 14.44 5.00 38.56 -51.57 8523.1 45.00 -55.00 6 18.00 79.00 10.00 5.00 38.65 -51.75 8523.1 45.00 -55.00 GU/y®�/,r C�;' No.60102 `�� STATE OF Z�`� SS��ORS • •` 07 PC,. Craig E.Gunderson,P.E.#60102