HomeMy WebLinkAboutFENCE PLANSCANNED
BY
St. Lucie County
2j'xl�'xO.062'
ALUM, CAP
5' MAX.
3.9' L--:i±BTW.
PICKETS
5'
BOTTOM RAIL
ATTACHED TO POST
34'
a
W/ L 1'xl'xl'xh'
CONCRETE FOOTING
34'
d
3,000 PSI MIN.
I, ,�ls•�f'
�ls,
5' HIGH POOL FENCE DETAIL
(N.T,SJ
STRUCTURAL NOTES,
1. DESIGN COMPLIES WITH FBC 2017, SIXTH EDITION AND ASCE 7-10.
2. ALUMINUM EXTRUSIONS SHALL BE 6063-T6 GRADE.
3. CONCRETE STRENGTH FOR GATE POST FOOTINGS SHALL BE MIN 3,000
PSI, 28 DAY COMPRESSIVE STRENGTH,
4. WIND DESIGN PRESSUREi
- 150 MPH
- CATEGORY II
- EXPOSURE C.
2x2'xO.125'
ALUM. POST
J'xj'x0,062'
ALUM, PICKET
1'x2'xO.093'
ALUM. BOTTOM
CHANNEL
GENERAL NOTESi
1. BRONZE POWDER COATED FINISH.
._I
STRUC
1, D
2. AI
3. CI
PSI, 2
4. WIND DESIGN PRESSURE,
- 150 MPH
- CATEGORY II
- EXPOSURE C.
GENERAL NOTES,
1, BRONZE POWDER COATED FINISH.
DATE
11/07/2019
WIND LOADS
34 Wind Pressure (psf)
90 Panel Length (in)
60 Panel Height (in)
0.75 Picket Horiz Dim (in)
58 Picket Vert Dim (in)
2 Bott Rail Vert Dim (in)
2 Post Horiz Dim (in)
10.88 Tributary Area (ftA2)
369.92 Wind Load at Post Center (Ibs)
POST DESIGN
30 h at Load (in)
369.92 Load (Ibs)
2 Post Sq Dim (in)
0.125 Post Thickness (in)
11097.6 M (lb -in)
0.551758 S (inA3)
20113.17 fb (psi) < 24,000 psi
FOOTING DESIGN (Unconstrained
2.5 h at Load (ft)
369.82 Load (Ibs)
18 Ftg Diam (in)
39 Ftg Depth (in)
300 Lat Bearing Pressure (psf)
325 S
1.775136 A
39.11137 Depth (in)
Tributary Area (ftA2) = 10.88
Allowable Lateral Pressure
Sand 150 psf/ft x 2
P = 125 (2.5) / 2.5 P
P = 125 LBS
2.5 ft
39"
> 125 Ibs
Yamil Kuri, P.E.
Fla Reg No. 44726
Civil/Structural
511 San Juan Drive
Coral Gables, FL 33143
(786)290-7283
Wind Pressure Calculation
qz = [0.00256 (Kz) Kzt (Kd) VA2] G (Cf)
qz = 0.00256(0.85)1.0(0.85)150A2(0.85)1.6
qz = (56.6) x 0.6 = 34 PSF
Risk Category II
Exposure C
>_ [(90 x 58) / 144] x 0.30 = 10.88 OK
= 300 psf
0'1
WIND LOADS
34 Wind Pressure (psf)
150 Panel Length (in)
60 Panel Height (in)
0.75 Picket Horiz Dim (in)
58 Picket Vert Dim (in)
2 Bott Rail Vert Dim (in)
2 Post Horiz Dim (in)
18 Tributary Area (ftA2)
612 Wind Load at Post Center (Ibs) > 500 Ibs
POST DESIGN.
30 h at Load (in)
612 Load (Ibs)
2.5 Post Sq Dim (in)
0.125 Post Thickness (in)
18360 M (lb -in)
0.895573 S (inA3)
20500.84 fb (psi) < 24,000 psi
FOOTING DESIGN (Unconstrainedi
2.5 h at Load (ft)
612 Load (Ibs)
18 Ftg Diam (in)
48 Ftg Depth (in)
300 Lat Bearing Pressure (psf)
-400 S
2.3868 A
48.10934 Depth (in)
Tributary Area (ftA2) = 18 >=
Allowable Lateral Pressure
Sand 150 psf/ft x 2 =
P = 250-(5) / 2.5 P
�P = 500 LBS
2.5 ft
48"
Yamil Kuri, P.E.
Fla Reg No. 44726
Civil/Structural
511 San Juan Drive
Coral Gables, FL 33143
(786)290-7283
ih `
Wind Pressure Calculation
qz= [0.00256 (Kz) Kzt (Kd) VA21 G (Cf)
qz = 0.00256 (0.85) 1.0 (0.85) 150A2 (0.85) 1.(
qz = (56.6) 0.6 = 34 PSF
Risk Category II
Exposure C
[(150x58)/144]x0.30=18 OK
300 psf
I .
SCANNED
BY
St. Lucie County
20' (V,I,FJ
3,9' MAX.
BTW, PICKETS
5'
48
1�18,4
EU2'
2x2'xO,125' ALUM,
GATE FRAME DROP ROD 2'x�' ALUMINUM
FLAT BAR
CONCRETE FOOTING
3,000 PSI MIN,
DOUBLE SWING GATE .DETAIL m•t�;7
>..'
qga
(N.T.S.)
STRUCTURAL NOTES:
1, DESIGN COMPLIES WITH FBC 2017, SIXTH EDITION AND ASCE 7-10,
2. ALUMINUM EXTRUSIONS SHALL BE 6061-TG GRADE,
3, CONCRETE STRENGTH FOR GATE POST FOOTINGS SHALL BE MIN
3,000 PSI, 28 DAY COMPRESSIVE STRENGTH. /�V� D; 7
4, WIND DESIGN PRESSURE:
- 150 MPH ST. LUCIE COUNTY
— CATEGORY II BUILDING DIVISION }
— EXPOSURE C. REVIEW
FOR C I NC13
REVIEWED BY,
DATE
1 [i Vr 4 1)"
GENERAL NOTES:
1, BRONZE POWDER COATED FINISH.
PLANS ANO PF.RMIP -
MUST BE KEPT ON JOB C%G
NO INSPECTION WILL BE"
NOV 0 7 2019
2z'x22"X0,125"
ALUM, POST
j'xj"x0,062'
ALUM, PICKET
$' J—BOLT
THRU GATE
FRAME WELD
TO POST
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