Loading...
01-0696-009 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305) 271-8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida rSTOMER : McCASLIN RESIDENCE )B NUMBER 6060 SW 78TH ST. , MIAMI DATE 06-14-2001 :SCRIPTION WINDOWS & DOORS *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS ND VELOCITY = 110 MPH :POSURE CATEGORY = C fILDING CATEGORY = 1 1PORTANCE FACTOR = 1 . 05 'RUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE )OF SLOPE = 3 . 00 : 12 (14 . 04 DEG) :IBUTARY AREA = 35 . 0 FT2 :AN ROOF HEIGHT = 14 .0 FT Kh = 0 .801 qh = 27 .4 PSF :STANCE, Z = 14 .0 FT Kz = 0 . 801 qz = 27 .4 PSF WALL WIND LOADS WALL AREA 4 5 GCp (+) 1 . 272 1 . 272 GCp (-) -1 :372 -1 . 712 PRESSURE 41 . 6 41 . 6 (PSF) SUCTION -44 .4 -53 .7 (PSF) + P = gh(GCp) - gh(GCpi) ++ ++ GCpi = ± 0 . 25 BUILDING WIDTH = 46 .0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4 . 6 FT .�•�,� y�j f /C'�� E 24 03 _ ST TE OR o ; EE 1