HomeMy WebLinkAboutSTORM SHUTTER (4) 15#U T TIE A scg_�02124 16
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UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE)l SHUTTER SHUTTER STORM BARS ANCHOR PANELS
# TYPE W X H WIL
TH HEIGHT SPAN # RE-0 SPACING BOLTED
70
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T9 72 6 `-d
v S9
x
72- 7-2 1191
7 5,
go 91Y TT
y # 17
7.2 x 5-� 1/..� Z
es
Z 2. 33 6
60
37 x s:z tv 4 . f,7 f
g2? x 1/0- 33
Y-1/0 33 1/
S3 x a -/ I. -1 24 C7 `—/V
, A -
YA ---Z2_-61 air
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39 Z3,:
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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE v ��>p®„
ROOF PITCH IS GREATER THAN 2"/12" OR >= 10 DEGREES
PROJECT NAME: O NOA or FL#
ADDRESS NOA or FL#
CITY/STATE NOA or FL#
CLADDING TYPE: Co oce-r-u-.7- + JI!wf,.l ovcr wo NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
ROLL DOWNS� WINDOWS MULLIONS 7 7
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20
WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS
ENCLOSED.BUILDING GCpi=+0.18 <=10SF 10SF><20SF; 20SF><=80SF
POSITIVE PRESSURE (ZONE 4+5) 41.0 39.23 36.70 `"
NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 . . . , -47.9 � > -45.2 17, s
NEGATIVE PRESSURE (END ZONE 5) -61.7 -57.5 —52.0
PARTIALLY ENCLOSED BUILDING GCpi=±0:55 <=1oSF 10SF><=20SF: 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 53.9
52.0 49.6
4Y 8
( ) —59.6
NEGATIVE PRESSURE INTERIOR ZONE 4 -64.4 - �� ��� -62.3 ��� �u, ���; �
NEGATIVE PRESSURE (END ZONE 5) —76.1s -72.0 -66.5
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015