HomeMy WebLinkAboutWind Load Calculation RECEIVE-0 MR 04 2016
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
ROOF PITCH IS GREATER THAN 2712" OR>= 10 DEGREES
PROJECT NAME Robert T O�Kane, Sabina I O Kane
ADDRESS 6711 Dulce Real AveFort Pierce FL-34951
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CLADDING TYPE: Cohcrete/Stucco
COMPONENTS AND CLADDING OF WALLS
BASIC WIND SPEED(MPH) 170
EXPOSURE D
BUILDING TYPE CAT II
MEAN ROOF HEIGHT 15
TOP OF WINDOW OR SHUTTER HEIGHT 8
ALLOWABLE STRESS DESIGN 0.60 TRIBUTARY AREAS
LOa;BU1LC?iNG GC�t �-D 18`� c 10 SF 1 SF > 20 SF 20 SF 50 SF.
ENCSE ,
POSITIVE PRESSURE 45.8 43.8 41.1
NEGATIVE PRESSURE (END ZONE 5) 61.4 57.3 51.8