Loading...
01-0696-008 '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 NUMBER 6060 SW 78TH ST. , MIAMI DATE 06-14-2001 -CRIPTION WINDOWS & DOORS *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS fD VELOCITY = 110 MPH 'OSURE CATEGORY = C LDING CATEGORY = 1 'ORTANCE FACTOR = 1 . 05 :UCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE )F SLOPE = 3 . 00 : 12 (14 . 04 DEG) -:BUTARY AREA = 16 . 0 FT2 0 ROOF HEIGHT = 14 . 0 FT Kh = 0 . 801 qh = 27 .4 PSF ;TANCE, Z = 14 . 0 FT Kz = 0 . 801 qz = 27 .4 PSF WALL WIND LOADS WALL AREA 4 5 GCp (+) 1 .352 1 .352 GCp (-) -1 .452 -1 . 892 PRESSURE 43 . 8 43 . 8 (PSF) SUCTION -46 . 6 -58 . 6 (PSF) + P = qh(GCp) - qh(GCpi) ++ ++ GCpi = ± 0 .25 BUILDING WIDTH = 46 . 0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4 . 6 FT SIiAC`;�/ °E-24 .03 S T F p� r r 1.1 1