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01-0696-007 DONALD W. SHACKELFORD, P.E . 7975 SUNSET DR. MIAMI, FL 33143 (305) 271-8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida ;TOMER MCCASLIN RESIDENCE 3 NUMBER 6060 SW 78TH ST. , MIAMI DATE 06-14-2001 ;CRIPTION WINDOWS & DOORS *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS JD VELOCITY = 110 MPH ?OSURE CATEGORY = C CLDING CATEGORY = 1 ?ORTANCE FACTOR = 1 . 05 ZUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE )F SLOPE = 3 . 00 : 12 (14 .04 DEG) IBUTARY AREA = 10 .0 FT2 W ROOF HEIGHT = 14 . 0 FT Kh = 0 . 801 qh = 27 .4 PSF 3TANCE, Z = 14 . 0 FT Kz = 0 . 801 qz = 27 .4 PSF WALL WIND LOADS WALL AREA 4 5 GCp (+) 1 .400 1 .400 GCp (-) -1 .500 -2 . 000 PRESSURE 45 . 1 45 . 1 (PSF) SUCTION -47 . 9 -61 .5 (PSF) _ + p = qh(GCp) - gh(GCpi) ++ ++ GCpi = ± 0 .25 BUILDING WIDTH = 46 .0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4 . 6 FT