Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Wind Loads Engineering
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: GRAY RESIDENCE . #222573 NOA or FL# ADDRESS 7100 MAIDSTONE DRIVE . NOA or FL# CITY/STATE PORT ST. LUCIE, FL. 34986 NOA or FL# CLADDING TYPE: ARMOR SCREEN HEMCORD ROLL -UP SYSTEM NOA or FL# FC 320 - R8 ULTIMATE DESIGN WIND SPEED (Vult) 170 NOMINAL�DESIGN WIND SPEED (,Uasd)_. _� 1:32 " - EXPOSURE C MEAN ROOF HEIGHT 18 TOP OF WINDOW OR SHUTTER HEIGHT 15 WIND DIRECTIONALITY FACTOR 0.85 SCREEN, SCREEN AREA LOSED BUILDING _GC POSITIV (ZONE 4+5) 53.5 32a1 50.7 47.0 28t2_ NEGATIVE PRESSURE (INTERIOR ZONE 4) - 6 1 . 2 36:7 M1- -58.2 -34 9 -54.4 326' NEGATIVE PRESSURE (END ZONE 5) -68.1 40 8 -62.1 =37 3_. _' .54.4 PARTIALLY EPICLOSED BUILDING GCp� +0 55_ s_..._ �._ 50 F>< 100SF _._ 0: O'OSF>< ZC_ F>-_MOOSE+ 200S _�:_, POSITIVE PRESSURE ( ZONE 4+5) 73. _ T440 70.5 V 423 ~ 66.7 : 40U- NEGATIVE PRESSURE (INTERIOR ZONE 4) .81. z49:0. -78.8 447 3 -74.9 A44 9 NEGATIVE PRESSURE (END ZONE 5) -88.6 -82.7 =49 6^ -74.9 44 9 LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN ESSURES vwC\—t�-k