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HomeMy WebLinkAboutPROJECT INFORMATION 1FLORIDA BUh-JING CODE 2014, 5th �-JITION DESIGN PRESSURE FOR OPENINGS Design Data RECEI D JUL 18 1017 Building Data r0LZ C®pV Wind Velocity (mph) Risk Category 163 2 SCANNED Mean Roof Buildi g Width l(ft) 00 Exposure Category Directionality Factor D 0.85 St. BY Lucie Building Length (ft) 200 Roof Slope (x:12) Internal Pressure Coefficient 0.18 Co Unty Design pressures listed below are: Allowable Stress OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE (PSF) MAXIMUM NEGATIVE PRESSURE (PSF) 1 SH 5 25 36 37 44.1 -98.4 2 SH 5 25 36 37 44.1 -98.4 3 SH 5 25 37 38 44.1 -98.4 4 PD-SL 5 20 108 81 38.9 -84.7 5 DH 5 25 26 50 44.1 -98.4 6 PW 5 25 58 51 44.0 -98.1 7 DH 5 25 26 51 _ 44.1 -98.4 Customer: Raul Sam 9490 S Ocean Dr. Jensen Beach, FL 34957 Contractor: The Home Depot 6500 NW 12th Ave. Ste 110 Fort Lauderdale, FL,33309 Width of End Zone (a) in feet = 5 Lildon Engineering Company, Inc. 920 Sunset Shores Dr. y�E A;,B��C •• Minneola, Florida 34715 P. ��GENSF'•!r • (352) 394-2590 Ph.& FAX Cert. Auth. #2898 :* No.5*5B3 STATE OFF •�P, *.. 0...... ' July 13, 2017 STRUCTURES Azta uc Wayne A. Block, PE#52583