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UNIT SHUTTER PRESSURES OPENING SIZESHUTTE SHUTTER SHUTTER STORM ARS ANCHOR PANELS
# TYPE W X H WipTH HEIGHT SPAN # REQ SPACING BOLTED
art ~37 O 3 Y sl- A .` on
S3 Ss" 6193
- - - - - - -
3 s s .r' 93 .S= 3 ,I
z? x 3 33oo,
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 2712" OR >= 10 DEGREES
PROJECT NAME: t NOA or FL# _ linp
- - --
ADDRESS- O NOA-or-FL#-- -
CITY/STATE NOA Or FL#
- -- ----- ------ — -- ---- — ---- -
-- _NOA air FL# -
CLADDING TYPE:
COMPONENTS AND CLADDING QF WACCS- --�-
ULTIMATE DESIGN WIND SPEED(Volt) 160
477
ROLL DOWNS WINDOWS, MULLIONS
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
ENCLOSED BUILDING GCpi=±0.1$. -10SF 10SF><=20SF 20SF>< 50SF
POSITIVE PRESSURE (ZONE 4+5) 41.0 39.236.7 � ! .ti�x
NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -47.9 h2$7� 4 -45.21 ;
NEGATIVE PRESSURE (END ZONE 5) -61.7 ,in -52.0 T �Y
PARTIALLY ENCLOSED BUILDING GC-pi=±0.55 c 10SF 10SF><=20SF 20SF>< 50SF
POSITIVE PRESSURE (ZONE 4+5) 53.9 52.0 49.6All8
NEGATIVE PRESSURE INTERIOR ZONE 4 -64.4 a- 8 -62.3 11 `,����
( ) .� � . . -59.6 .,5T k,;
NEGATIVE PRESSURE (END ZONE 5) -76.1 � '.n -72.0 s: -66.5
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015