HomeMy WebLinkAboutWind Load Calculation RECEI'.'-D MAR 042016
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
ROOF PITCH IS GREATER THAN 2"/12" OR>- 10 DEGREES
PROJECT NAME: MarchiAeri; Mario Nera
ADDRESS 4100 N,:Al A Apt 412, Fort Pierce, FL 34949
CLADDING TYPE: Concrete/Stucco
COMPONENTS AND CLADDING OF WALLS
BASIC WIND SPEED(MPH) 170
EXPOSURE D
BUILDING TYPE CAT II
MEAN ROOF HEIGHT 40
TOP OF WINDOW OR SHUTTER HEIGHT 8
ALLOWABLE STRESS DESIGN 0.60 TRIBUTARY AREAS
ENCLOSED BUILDING :+0.18' < tOj SF' '' 10$F=>r20 SF '20 SF ><=60 SF
POSITIVE PRESSURE 45.8 43.8 41.1
NEGATIVE PRESSURE (END ZONE 5) 61.457.3 51.8