HomeMy WebLinkAboutALL WIND LOADSALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE
ROOFPITCH IS GREATER THAN 2"112" OR >=10 DEGREES
PROJECT NAME:
o! r/ af
NOA or FL#
-Q
ADDRESS I
3./ Q wJN l I i Tel-- A051 -20 -7
NOA orFL#
CITY/STATE
u Cc
NOA or FL#
CLADDING TYPE:
J O &VCR wof
NOA orFL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED Vu/t
165
%90
ROLLE DO RS,�OR BARS MULLIONS, � IONS, S���c/Q NF�
u/7y
EFFECTIVE WIND AREAS
NOMINALDESIGN WIND SPEED Vasd
128
C
MEAN ROOF HEIGHT
30
TOP OF WINDOW OR SHUTTER HEIGHT
10
WIND DIRECTIONALITY FACTOR
0.85
Vult
I Vosd
Vult
Vosd
Vu/t
Vosd
ENCLOSED BUILDING GC 14 •F0.18
c=108F
103Fx=208F
208F�<SOSF
POSITIVE PRESSURE ZONE4+5
54.5
32.7
52.0
31.2
48.8
29.3
NEGATIVE PRESSURE INTERIOR ZONE 4
-74.5
-44.7
-71.4
-42.8
-67.3
0.4
NEGATIVE PRESSURE END ZONE 5
-91.9
-55.2
-85.8
-51.5
-77.6 0
-46.5
PARTIALLY ENCLOSED BUILDING GC i= +0.55
<=10SF
10SFx=20SF
203F>-CP508F
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
-88.9
-53.3
NEGATIVE PRESSURE END ZONE 5
-113.5
-68.1
-107.3
.64.4
-99 1
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LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES