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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 AUG 14 2017
MMG
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE L ie i-C:au�nty,
St.luccid r�ty,FL
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: (,i�f e� NOA or FL# 3 3 -Q
ADDRESS ,;� �� ba ✓? / NOA or FL#
CITY/STATE I,C.�'C� t t NOA or FL#
CLADDING TYPE: fv�� C��,,,e�.,,�. NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED(Vult) 160 �
ROLL DOWNS, WINDOWS, MULIGISIA
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EXPOSURE C HEADERS,STORM BARS dc. X. .� `� -�� ����" m
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
ENCLOSED BUILDING GCpi=±0.18 <=IoSF.. , 10SF><=20SF 20SF><=50SF
g
POSITIVE PRESSURE (ZONE 4+5) 59.3 ,. 56.6tl", 53.1
NEGATIVE PRESSURE (INTERIOR ZONE 4) -70.0 � -67.1 -63.3 '-i
NEGATIVE PRESSURE (END ZONE 5) -86. -80.7 -72.9
PARTIALLY ENCLOSEDsBUILDING GCpi=±0.55 <=1oSF ` 40SF><=2oSF 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 77.9 .» s 75.2 71.7 ., r �
NEGATIVE PRESSURE (INTERIOR ZONE 4) -90.3 -87.4 " ,.£ -83.6 . 5 „
NEGATIVE PRESSURE (END ZONE 5) -106.7 "; �,- l ' -100.9 ' -93.2
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015