HomeMy WebLinkAboutEngineering ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 9609 OF THE 2017 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN s2"H2" OR>= 10 DEGREES
[(CLADDING
ROJECT NAME: r'qv c Gfi 41 NOA or FL# /J-0 -�
DDRESS �S w ll t'�ta J`' y l 'G � NOA or FL#
ITY/STATE ' . %Gr c "' NOA or FL#
TYPE: ��r^r-+� Q �� NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED Vult 165
NOMINAL DESIGN WIND SPEED Vasd 128 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE C HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 10 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
Vult Vasd Vult Vasd Vult Vesd
ENCLOSED BUILDING GC I=+0.18 <=10SF 1oSFx-20SF 20SP>e- 50SF
POSITIVE.PRESSURE ZONE 4+5 54.5 32.7 52.0 39.2 48.8 29.3
NEGATIVE PRESSURE INTERIOR ZONE 4 -74.5 -44.7 1 -71.4 -42.8 -67.3 -40.4
NEGATIVE_PRESSURE END ZONE 5 -91.9 -55.2 -85.8 -51.5 -77.6 -46.5
PARTIALLY ENCLOSED BUILDING GC i=+0.55 e--10SF 10SF><=208F 208F><--50SF
POSITIVE PRESSURE ZONE 4+5 71.6 42.9 69.1 41.5 65.9 39.5
NEGATIVE PRESSURE INTERIOR ZONE 4 -96.0 -57.6 -92.9 .55.,8,,\N Iol
3.3
NEGATIVE PRESSURE END ZONE 5 -113.5 -68.1 -107.3
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LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES ; �x
e F e:.ffiuJ �.
Fide COPS f �SslOR9P►�
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UNIT SHUTTER PRESSURES OPENING SIZE SHUTT SHUTTER SHUTTER STAR 8AR5 A CHAR PANEIS
# tYPE (� W X H { T HEIGHT WAN # REQ SPACING BOL ED
SI V / �5r" f/ rr
f o
T� 6
di o
P Y 60 'l69
1 Y60 _ sl
6 o / 9
13
-Y.40 , o
rr p
Vo s/
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