Loading...
HomeMy WebLinkAboutEngineering WINDLOADCALC.com BUILDING • • c • INFORMATION a! Desi owin'd sperm Nominal \ g �+ ASCE 7-16 Client kinnett,Shannon ( Wind Velocity(mph) 160 W N m `' Exposure D 1(1 U l Address 5713 Eagle Drive Ft.Pierce FI 34951 ( .Internal Pressure Enclosed t j p N Wall Openings I Campo ny Florida Shutter Inc ( Height above ground(r)-(ft. 0.0 U ® cn U (all wall openings:windows,doors,shutters,etc) I Job.Nu.1, PON 20898 [ Standard Wall Height-(ft.) 8.0 LLILLI a:J [ Prepares Nick Gianoulis 1 -Mean Roof Height(h)-.(ft.), 12.0 CL- ;_Ij +' I Building Width(ft.) 52.0 Wind Load Program _ I Building Length(fc) 54.0 - 2001-20180 TOPOGRAPHIC { Roof Slope(c:12) 3.0" Hill Shape Flat-No Hill I Roof Angle(degrees) 14.04 Windloadcalc.com® I H, (ft.) 1 0.0 I (a)Edge St"P(ft.). 4.80 rw,.w�ao..,iesucce.. I Lh, (ft.) I 0.0 [ End Zone(fc) 9.60 I X, (ft.) [ 0.0 Parapet Along Roof Perimeter(ft.) I 1, (ft.) I 0.0 WIND LOAD DESIGN INFORMATION Nominal in Load Pressures WIDTH APPLYING •LOAD FOR: • OPENING ELEVATION rMAXIMUM POSITIVE •. •. model Number PRESSURE(psf) 1 4 4 77.0 52.5 '28.1 36.5 -39.8 NOA No.20-1302.06 80 FI Shutters Inc Colonial 2 4 4 77.5 52.5 28.3 36.4 -39.8 NOA No.20-1302.06 80 FI Shutters Inc Colonial 3 4 4 77.5 52.5 28.3 36.4 -39.8 NOA No.20-1102.06 80 FI Shutters Inc Colonial 4 4 5 104.0 84.5 61.0 34.5 -37.8 FL13757-R7 200 T&C Accordion z . 3/22/2021 Pagel .`�� www.windloadralacom