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707 NE 93 St (5)WIND LOADS WALL AREA 4 5 GCp ( +) 0.943 0.943 GCp ( -) -1.043 -1.286 PRESSURE (psf) 52.0 52.0 SUCTION (psf) -56.7 -67.9 O CUSTQMER : TANIZARI RESIDENCE • • • �• • JOB NUMBER : 707 NE 9TH STREET, MIAMI SHORES, :Et .• • '• • • : ZLTE : 11/6/2005 DESCRIPTION • WIND PRESSURES DOOR • • • • • ' ... • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 21.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 4.0 FT Kz = 0.849 • • I - EDWARD A. LANDERS,:•P•.'E' :• .•. •;• 7850 NW 146TH ST. #509 MIAMI LAKES, :FL's 13014 : f 3 J5 :823 -3938 Copyright 2000 by Tondelli Engineering,' Plea :1am4a4.Florida * ** DESIGN WIND LOADS - A SCE• 7 ;9$. * ** * * * COMPONENTS AND CIApDh1Jc 2 *: •• • a 4 b • • •• • • • • • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.977 0.977 GCp ( -) -1.077 -1.354 PRESSURE (psf) 53.6 53.6 SUCTION (psf) -58.2 -71.1 • EDWARD A. LANDERS, :, ..I .• :• • • . . 7850 NW 146TH ST. #509 MIAMI LAKES, 'L :3301,; :(3up)$23 -3938 Copyright 2000 by Tondelli Engineering, •Psi.: .Tmpa, 'lorida CUSTOMER : TANIZARI RESIDENCE •• JOB NUMBER : 707 NE 9TH STREET, MIAMI SHORES, F'1: • • DESCRIPTION : WIND PRESSURES WINDOW • • • • 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 ;-18,!** .. * * * COMPONENTS AND CLADD1➢] 3: *; ; • • .. • • . . . . • • • . . . . . • • • = 3.00 : 12 (14.04 DEG) = 13.5 FT2 = 12.0 FT = 4.0 FT Kh = 0.849 Kz = 0.849 a 4 b • • • qA� : 11/6/2005 • • • ••• •••• • • • • • • • • • • •• qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, a = 3.0 FT Standard Residential Shop Drawing 6• max. its 2y Roil End a Band Tension Eland 1 • Size-Is outside dimension Wt. peril. Sias Tie Wire Post hole diameter is 4 tim the diameter of the post. TERMINAL POST LINE POST 1 5/8 or 2• to center marimum WI. per 11. Top Rail Sissy Si TOP RAIL 1 3/8" or 1 S/8" i- -.1 r 8 tz • Weight-Is pounds per linear toot WI. per It Top Rail Cap Chain Link Fabric % Gouge 111 q ,.,,,..