HomeMy WebLinkAboutInspection Docs UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE}2 SHUTTER SHUTTER STORM BARS ANCHOR PANELS
# TYPE W X H WIP.TH HEIGHT SPAN # REQ SPACING BOLTED
Vo. lont
XV J3
Act 13 63 6'C
,#Cc 7; x 83 85' 7
,pct t 7.2ty 63 SS .7
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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: cry?0 0 NOA or FL#
ADDRESS �cTO y �qJ d �d.� of �G� NOA or FL#
CITY/STATE NOA or FL#
CLADDING TYPE: J dC%G O d✓ems Cew-7e-el . NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
tQi�12 $IGiN1N�}'5?E`E�D1sd74 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20 TRIBUTARY AREAS
WIND DIRECTIONALITY FACTOR 0.85
;ENCLQSED°BUILQING ><=20SF
POSITIVE PRESSURE (ZONE 4+5) 41.0 �1 39.2 36.7
.,.
11
NEGATIVE PRESSURE INTERIOR-ZONE 4 -50.0 T ,Qpf —47.9 —45.2 �
NEGATIVE PRESSURE (END ZONE 5) —57.5 —52.03 : F
PARTIALLY'ENCLOSED,$UILDING,G,..Cpi ±p 55.: =10$F `' ti1SF ><=20Sf 21SF=>< 60SF
POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 49.6
NEGATIVE PRESSURE (INTERIOR ZONE 4} —64.4 —62.3 �E -59.6 011r_� r
NEGATIVE PRESSURE (END ZONE 5) -76.1 _ � � s
�� -66.5
—720xm
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
5/l/2012