HomeMy WebLinkAboutWIND LOADSSCANNED
BY
St. Lucie County
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:
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NOA or FL#
8
ADDRESS
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NOA or FL#
CITYfSTATE
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NOA or FL#
CLADDING TYPE:
f C 0 oCe
NOA or FL#
COMPONENTS AND CLADDING OF WALLS
SPEED
MEAN ROOF HEIGHT
TOP OF WINDOW OR SHUTTER HEIGHT
ROLL DOWNS, WINDOWS, MULLI
C HEADERS,STORM BARS etc.
30
ST. LUCIE
BUILDING
REVIE
~ FOR C0ht
REVIEWED YY
HATE I- -
fim
EFFECTIVE WIND AREAS
ENCLOSED LBUILDING.;GCpi=+018' -t`
"', '<=I SF'"` .'
10SF><=20SF"
1'"'20SF><=50817
POSITIVE PRESSURE (ZONE 4+5)
62.1
37.3�.
59.3
35:6:'-.
55.7
33.4-
NEGATIVE PRESSURE (INTERIOR ZONE 4)
.70.0
-42A'?,
-671
' 40.3,
-63.3
NEGATIVE PRESSURE (END ZONE 5)
-86.5
-51.9
-80.7
-48.4' .:
- 2.9 ,
• =43.8
I1
POPARTIALLY ENCLOSED 10SF><=20SF 20SF><=SOSF III1Il/�
POSITIVE PRESSURE (ZONE 4+5) ' + 81.6<-1os 49;0 78.8 °473. 75 1 �� HUr
P-_ -
NEGATIVE PRESSURE (INTERIOR ZONE 4) -90.3 54:2 -87 4 =524 -83.6 ��- ENB�c'•. s0y/,//
NEGATIVE PRESSURE (END ZONE 5) -106.7 $4.0' -100 9 ='60 5 ':y -93.2 131 .9 * %
LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
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