HomeMy WebLinkAboutApproved S FENCE DETAILTHIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY YAMIL G. KURI, P.E. ON 1-7-2022 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
REV 1 REV 1
REV 1 REV 1 1/07/2022
WIND LOADS Yamil Kuri, P.E.
26 Wind Pressure (psf)Fla Reg No. 44726
120 Panel Length (in)Civil/Structural
96 Panel Height (in)
9 Mesh Size (gauge)3109 Grand Avenue # 400
2 Mesh Opening (in)Miami, FL 33133
7.26 Mesh Coefficient Cf1 (786) 290-7283
2.375 Post Diameter (in)
11.01928 Tributary Area (ft^2) *
286.5014 Wind Load at Post Center (lbs)
POST DESIGN DESIGN CRITERIA
48 h at Load (in)
286.5014 Pw Load (lbs)Design by FBC 2020 and ASCE 7-16
2.375 Post Diam (in)Galvanized Steel SCH 40 (50 KSI)
0.154 Post Thickness (in)
13752.07 M (lb-in)
0.560629 S (in^3)
24529.72 fb (psi) <30,000 psi Wind Pressure Calculation
FOOTING DESIGN (Unconstrained)V = 160 mph ULT x ./0.6 = 124 mph ASD
4 h at Load (ft)
286.5014 Pw Load (lbs)qz = [0.00256 (Ke)Kz(Kzt)Kd(V^2)] G (Cf)
12 Ftg Diam (in)qz = [0.00256(1)0.85(1)0.57(124^2)](0.85)1.6
39.92 Ftg Depth (in)qz = 26 PSF
420 Lat Bearing Pressure (psf)
465.7333 S Risk Category II
1.439479 A Exposure B
39.91559 Depth (in)
*
Tributary Area (ft^2) =[(120 x 96) / 144] x 1/7.26 = 11.01928
Allowable Lateral Pressure
Sand /210 psf/ft x 2 = 420 psf
Gravel
GATE FOOTING (Unconstrained)
P = Pw/2 + 125(2.5)/4
P = 221.38 LBS P
4 h at Load (ft) 4 ft
221.38 Load (lbs)
12 Ftg Diam (in)
36.1 Ftg Depth (in)
420 Lat Bearing Pressure (psf) 36.1 " 2.5 ft 125 LBS
421.1667 S
1.229986 A
36.13227 Depth (in)
12 " DIAM
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY YAMIL G. KURI, P.E. ON 1-7-2022 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
REV 1
FENCE WITHOUT SCREEN
WIND LOADS Yamil Kuri, P.E.
3 Wind Pressure (psf)Fla Reg No. 44726
120 Panel Length (in)Civil/Structural
96 Panel Height (in)
9 Mesh Size (gauge)3109 Grand Avenue # 400
2 Mesh Opening (in)Miami, FL 33133
1.111 Mesh Coefficient Cf1 (786) 290-7283
2.375 Post Diameter (in)
72.0072 Tributary Area (ft^2) *
216.0216 Wind Load at Post Center (lbs)
POST DESIGN DESIGN CRITERIA
48 h at Load (in)
216.0216 Pw Load (lbs)Design by FBC 2020 and ASCE 7-16
2.375 Post Diam (in)Galvanized Steel SCH 40 (50 KSI)
0.154 Post Thickness (in)
10369.04 M (lb-in)
0.560629 S (in^3)
18495.37 fb (psi) <30,000 psi Wind Pressure Calculation
FOOTING DESIGN (Unconstrained)V = 50 mph ULT x SQRT(0.6) = 39 mph ASD
4 h at Load (ft)
216.0216 Pw Load (lbs)qz = [0.00256 (Ke)Kz(Kzt)Kd(V^2)] G (Cf)
12 Ftg Diam (in)qz = [0.00256(1)0.85(1)0.57(39^2)](0.85)1.8
35.77 Ftg Depth (in)qz = 3 PSF
420 Lat Bearing Pressure (psf)
417.3167 S Risk Category II
1.211288 A Exposure B
35.7864 Depth (in)
*
Tributary Area (ft^2) =[(120 x 96) / 144] x 1/1.111 = 72.0072
Allowable Lateral Pressure
Sand /210 psf/ft x 2 = 420 psf
Gravel
GATE FOOTING (Unconstrained)
P = Pw/2 + 125(2.5)/4
P = 188 LBS P
4 h at Load (ft) 4 ft
188 Load (lbs)
12 Ftg Diam (in)
33.93 Ftg Depth (in)
420 Lat Bearing Pressure (psf) 33.93 " 2.5 ft 125 LBS
395.85 S
1.11133 A
33.91132 Depth (in)
12 " DIAM
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY YAMIL G. KURI, P.E. ON 1-7-2022 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FENCE WITH SCREEN
WIND RATING