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UNIT SHUTTER. PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCHOR PANELS
# TYPE W X H WIpTH HEIGHT SPAN # REQ SPACING BOLTED
3 3z x c// 32 q/
3 .2- 3 i tl/ 3 ' -
S 32— x 3.Z
a q 16 12 - S"
d ya9 z6 9 '_ s•,
_�- x r
rz 33 y q/ 33
I � 33 : 33 `-s''
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2 712" OR >= 10 DEGREES
PROJECT NAME: t a r NOA or FL# f r�
ADDRESS /0 ,7!!/ J" O ee- .,n .fir'_ �.� { NOA or FL#
CITY/STATE d p NOA or FL#
CLADDING TYPE: j� ;i wp NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SP}�wEED[(Vulyt) q 160
ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE D HEADERSlSTORM BARS etc.
MEAN ROOF HEIGHT 20
TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
ENCLOSED BUILDING GCpi=+0.98 <=1OSF, 10SF><=20SF 20SF><=50SF
POSITIVE PRESSURE (ZONE 4+5) 71.2 68.0 vM
� 4��$ �� 63.8 �� ��
NEGATIVE PRESSURE (INTERIOR ZONE 4) -77.2 .,at -74.0 -69.89°
NEGATIVE PRESSURE (END ZONE 5) -95.3 �-88.9 -80.4 .
— —
--PA
RTIALLY'ENCLOSED'BUILDING GCpi='+Q.55 <=1oSF" 1oSF><,20SF' 20SF><=SOSF
POSITIVE PRESSURE ( ZONE 4+5) 93.5 90.3 86.1 ` :
NEGATIVE PRESSURE (INTERIOR ZONE 4) -99.6 -96.4 -92.1 a
'. biiiOi
NEGATIVE PRESSURE (END ZONE 5) -117.7 17,410', ��. -111 3 & -102.7
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015