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11U T S Cy 16
Lc/04h
UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE�t SHUTTER SHUTTER STORM BARS ANCHOR PANELS
# TYPE W X H WI.OTH HEIGHT SPAN # REQ SPACING BOLTED
z 'od,a. .� x 80 s-
413 '
413 �'y 3 7 "
AcG, x A'6Y
S ,� Lt . 37 y .�6� /3 31 z = S
37 X boy q3 �j
72 ,?6 8o l
A c�.
.27 X a 6 3.2 31
Atc+ 3 7 y So i y/3 ,S-Sy
12 ha. 3 7 X y3
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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: Ifelo NOA or FL# f� -
ADDRESS -3 1 eq 114 M ,rl o ,O/ NOA or FL# l 7.4 7f/-Xy
CITYISTATE f- ;t/cc Fl NOA or FL#
CLADDING TYPE: d feli vee NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
_ INAi�gl , G1,I�V[NDSI'EI� aaF r? ROLL DOWNS, WINDOWS, MULLIONS,
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 GCp1=+0.18 <=10SF , 10SF><=20SF 20SF>c=50$F
POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 ' 36.7
NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 ltr -47.9 =28 -45.2 1--
NEGATIVE PRESSURE (END ZONE 5) -61.7 � � -57.5A -52.0 ,.3 , E
PARTIALLY ENCLOSED BUILDING GCPI=.±0:55 <=1OSF 10SF><=20SF.'` 209F:<-50S.F
POSITIVE PRESSURE ( ZONE 4+5) 53.9 _3 52.0 „
.�„ ���� 49.6
NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.313,
"S -59.63
NEGATIVE PRESSURE (END ZONES) -76.1 -72.04, �P -66.5k„ M
�# LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015