HomeMy WebLinkAboutWIND LOADSc
REVIEWED FOR
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 CODE COMPLIANCE
PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ST. LUCIE COUNTY
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PROJECT NAME:
NOA or FL#�
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ADDRESS
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NOA or FL#
CITYISTATE
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NOA or FL#
CLADDING TYPE:
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NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED lVult 1 pan
NOMINAL DESIGN WIND SPEED Vasd 124
EXPOSURE C
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 25
18
NEGATIVE PRESSURE (INTERIOR ZONE
NEGATIVE PRESSURE (END ZONE 51
SCANNED
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ROLL D�WNswy!(�}�jb(iS, MULLIONS,
HEADERS,STORM BARS etc.
RECEIVED
OCT 2 2 2018
ST. Lucie County, Permitting
EFFECTIVE WIND AREAS
Vult Vasd
Vult
Vasd
Vult
Vasd
10SF>"208F
20SF>«5,OSF.
62.1 37.3
59.3
356
55.7
33.4
-70.0 -42.0
-67.1
-40.3
-63.3
-38.0
-86.5 -51.9
40.7
-48.4
-72.9
-43.8
10SF><' 0$F 20SF><--503F
POSITIVE PRESSURE ( ZONE 4+5) 81.6 49.0 78.8 47.3 75.1 46LFIII/
NEGATIVE PRESSURE INTERIOR ZONE 4) -90.3 -54.2 -87.4 -52.4 -83 >��� Gs
NEGATIVE PRESSURE END ZONE 5
( ) -106.7 -64.0 -100.9 -60.5 °y%
LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
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