HomeMy WebLinkAboutEngineering ALL 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: MAGNUSON NOA or FL# 389-R8
ADDRESS 10 LAKE VISTA TR UNIT 107 NOA or FL#
CITY/STATE I PORT ST LUCIE,FL NOA or FL#
CLADDING TYPE: STUCCO OVER CBS NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
NOMINAL DESIGN WIND SPEED`(Vasd} ; „ :124 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE C HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT $ EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
ENCLOSED BUILDING GCpi= +_0.18 <=10SF l0SF><=20SF 20SF><=50SF
POSITIVE PRESSURE (ZONE 4+5) 44.7 Zfi:8 42.8 '25.7, 40.1
NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.0 48 4 ' -61.4 -36.8 -57.9
NEGATIVE PRESSURE (END ZONE 5) -78.8 47 3 - 3.6 44.2;: -66.6
PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=10SF 10SF><=20SF.' 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 60.1 X6:0 58.1 55.5
NEGATIVE PRESSURE INTERIOR ZONE 4 -84.3 -50 6 -81.7 r=49 0 -78.2 g�:' trTcy��ii�
( ) i
NEGATIVE PRESSURE (END ZONE 5) -99.0 59 4, °' -93.8 =56 3 `;' -86.9 .'
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
Is
''i,, /05�At- ���