HomeMy WebLinkAboutWind Load Calculation -RECEI'.'rD MAR 04 2016
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
ROOF PITCH IS GREATER THAN 2"h2" OR>= 10 DEGREES
PROJECT NAME: Maria A Garcia, Luis F°Garcia''
ADDRESS 5794 Moss Ct#7E',,Fort Pierce.,,FL 34982
CLADDING TYPE: Concre#e/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
ED BUILDING GCPI ±0:18 <=1 O SF 10 SF=>z 20 SE 20 SF ><=50 SF.
POSITIVE PRESSURE 45.8 43.8 1 41.1
NEGATIVE PRESSURE (END ZONE 5) 61.4 57.3 51.8