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01-0694-002 i - i y DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305) 271-8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER McCaslin Residence JOB NUMBER : 6060 SW -78th Street DATE 08-01-2001 DESCRIPTION Garage Door *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 . 05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE = 3 . 00 : 12 (14 . 04 DEG) TRIBUTARY AREA = 126 . 0 FT2 MEAN ROOF HEIGHT = 14 . 0 FT Kh = 0 .801 qh = 27 .4 PSF DISTANCE, Z = 7 . 0 FT Kz = 0 . 801 qz = 27 .4 PSF WALL WIND LOADS I i WALL AREA 4 5 GCp (+) 1 .141 1 .141 GCp (-) -1 .241 -1 .417 PRESSURE 38 . 0 38 .0 (PSF) - SUCTION -40 . 8 -45 .6 (PSF) + P = gh(GCp) - gh(GCpi) ++ ++ GCpi = ± 0 .25 � 44 ++ BUILDING W;DTH = 46 .0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4•. 6 FT 0 `� ••'y,r