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01-0617-004 LAWRENCE F. BRILL, INC. 2901 PONCE DE LEON BLVD. CORAL GABLES, FL 331:34 (305) 446'3391 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : KHULY ARCHITECTS JOB NUMBER 10104 DATE 09-10-2001 DESCRIPTION WIND LOAD JORGE A. KHULY RESIDENCE ** 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 OCE LINE ROOF SLOPE — 3 . 00 a 12 (14 . 04 DEG) TRIBUTARY AREA — 37 . 0 FT2 MEAN ROOF HEIGHT = 14 . 0 FT Kh = 0 . 801 qh = 27 . 4 PSF DISTANCE, Z — 14 . 0 FT Kz = 0 . 501 qz = 27 .4 PSF WALL WIND LOADS WALL AREA 4 5 GCp (+} 1.266 1.266 GCp (—} —1 .366 —1 .699 PRESSURE 41.5 41.5 (PSF) SUCTION —44 .2 —53 .3 (PSF) + P = gh(GCp) - gh(GCpi) ++ ++ GCpi = _+ 0 . 25 BUILDING WIDTH = 53 . 0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 5 .3 FT y4 4 1 t AT— ° w .,r 'B6Pfsv