HomeMy WebLinkAboutEngineering WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS LESS THAN 2712" OR <= 10 DEGREES
PROJECT NAME: MILLER NOA or FL# 389-R8
ADDRESS 3207 S. LAKES VIEW CIRCLE BLD.6 UNIT 102 NOA or FL#
CITY/STATE FORT PIERCE,FL NOA or FL#
CLADDING TYPE: STUCCO OVER CBS NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
NOMtNALDESIGN WIND SPEED(.,Vasd) .,124 . . ,' ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE D HEADERS,STORM BARS etc.
MEAN ROOPHEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 8 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
ENCLOSED BUILDING GCpi= +0.18 <=10SF 10SF><=20SF 20SF><=50SF
POSITIVE PRESSURE (ZONE 4+5) 55.6 .3 E 53.1 31.9_'x'. 49.9
NEGATIVE PRESSURE (INTERIOR ZONE 4) -75.7 ' 45 4 -72.7 43 8,;:,` -68.6
NEGATIVE PRESSURE (END ZONE 5) -93.2 55 g_ r� -87.1 =52K2 x ,` -78. „47.3
PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=10SF 10SF><=20SF. 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 74.6 44,8 , `; 72.1 43 3 ;:. 68.9 413
NEGATIVE PRESSURE (INTERIOR ZONE 4) -99.7 =59 8_ , -96.6 5$ j/� 5
NEGATIVE PRESSURE (END ZONE 5) -117.2 7`U 3 -111.0 � �66:.�: '' °�F�( 8s E r
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h' ? LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES ca ' $ * =
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UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCHOR PANELS
# TyPE . W X H WIo.TH HEIGHT SPAN # REQ SPACING BOLTED
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