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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME:
a L✓ 601alNOA
or FL#
ADDRESS'
(/a ; f 140 T✓
NOA or FL#
CITYISTATE
(' , L vL > t f tl
NOA or FL#
CLADDING TYPE:
f t o vGi e,yieH .
NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED Vult
160
EXPOSURE
C
MEAN ROOF HEIGHT
30
TOP OF WINDOW OR SHUTTER HEIGHT
20
WIND DIRECTIONALITY FACTOR
0.85
ROLL DOWNS, WINDOWS, MULLIONS,
HEADERS,STORM BARS etc.
EFFECTIVE WIND AREAS
ENCLOSED BUILDING GCpi= +0.18
<=10SF
10SF><=20SF
20SF>r_50SF
POSITIVE PRESSURE (ZONE 4+5)
59.3."$
56.6
53.133
NEGATIVE PRESSURE INTERIOR ZONE 4
-70.0L�,
x
<s{� j
-63.3
881)�
NEGATIVE PRESSURE (END ZONES)
-86.5
:9 q
-80 7
48.
-72.9
5 :8=r-
PARTIALLY ENCLOSED BUILDING GCpi= +0.55,
<=10SF
10SF><=20SF
20SF>5=50SF
POSITIVE PRESSURE (ZONE 4+5)
77.9
xr
4G7'
76.2
s
OUR
71.7u�;;
NEGATIVE PRESSURE (INTERIOR ZONE 4)
-90.3
rt5�s"
-87 452;n
NEGATIVE PRESSURE (END ZONES)
-106.7
, •
-100.9.�6Or
LIGHT GREYAREAS ARE ALLOWABLESTRESS DESIGN PRESSURES
1
9
,
o : �pgi8
u
�% O,o •.. FLOR�O,, �C9\�
RECEIVED.
OCT 0 2 2017
PERMITTING
St. Lucie County, FL
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