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BP-05-383 (2)The following pages were JkjoD originally attached to plans with thm followin permit # a ROOF AREA a a 3 a 2 1 2 2 1 2 3 PRESSURE(psf) 3 3 31.5 3 46., EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL' 33016 (305)823 -3938 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : PEREATICOS RESIDENCE JOB NUMBER : 672 NE 98TH STREET, MIAMI SHORES, FLORIDA D : WIND PRESSURES UPLIFT * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z = 3.00 : 12 (14.04 DEG) = 10.0 FT2 = 12.0 FT = 12.0 FT Kh = 0.849 Kz = 0.849 GABLE /HIP ROOF WIND LOADS P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT DATE : 11/20/2005 ROOF AREA 1 2 3 GCp ( +) 0.500 0.500 0.500 GCp ( -) -0.900 -2.100 -2.100 PRESSURE(psf) 31.5 31.5 31.5 VERT. COMP. 30.6 30.6 30.6 HORIZ. COMP. 7.6 7.6 7.6 SUCTION(psf) -50.0 -105.6 -105.6 VERT. COMP. -48.5 -102.5 -102.5 HORIZ. COMP. -12.1 -25.6 -25.6 46., EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL' 33016 (305)823 -3938 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : PEREATICOS RESIDENCE JOB NUMBER : 672 NE 98TH STREET, MIAMI SHORES, FLORIDA D : WIND PRESSURES UPLIFT * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z = 3.00 : 12 (14.04 DEG) = 10.0 FT2 = 12.0 FT = 12.0 FT Kh = 0.849 Kz = 0.849 GABLE /HIP ROOF WIND LOADS P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT DATE : 11/20/2005 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 CUSTOMER : PEREATICOS RESIDENCE JOB NUMBER : 672 NE 98TH STREET, MIAMI SHORES, FLORIDA DESCRIPTION : WIND PRESSURES WINDOW EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL' 33016 (305)823 -3938 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 3.00 : 12 (14.04 DEG) 9.0 FT2 12.0 FT Kh = 0.849 5.0 FT Kz = 0.849 a 4 b DATE : 11/20/2005 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT