HomeMy WebLinkAboutDrawing#8 GROUND WIRE
— STANDARD PIPE TENOI
II
II
II� 1" POLY PIPE
m
II m
II N
V
m
3"x5' HANDHOLE
W/ ALUMINUM CC
0
SMARTSHEET-SQUARE TAPERED CONCRETE POLE
Ht., ft.
POLE LENGTH, FT.
27
N c
VARIES PER "L"
(4) 7/16" 270KSi
23O.3KEA@
- STANDARD PIPE
NOMINAL DIA.
T.
21/2"
3"
TENON SIZE
OUTSIDE DIA.
2 3/8"
2 7/8"
31/2"
'..
POLE WEIGHT, LBS. 1460
POLE EMBEDMENT, FT. 7
•
• •
HEIGHT A.G., FT. 20w
DESIGN WIND SPEED, MPH 160
MAX. EPA, FT
SOIL TYPE SAND
#8 GROUND WIRE
— STANDARD PIPE TENOI
II
II
II� 1" POLY PIPE
m
II m
II N
V
m
3"x5' HANDHOLE
W/ ALUMINUM CC
0
,{` 9.37" ---pI'
POLE ELEVATION
N.T.S.
REINFORCEMENT
N.T.S.
POLE ANAL
YS1S PER2017FBC
Ht., ft.
A, 112
zz
P, Ib.
GLM, k -f
OMn, k-tt
w
J
J
J
8.8
.85
T''OR 1"
7.8
20.9
12.4
ELBOW .162" l
p
II
m SPIRAL F
15-20'
2.3
.9
m
4.6
10.8
4.6
N
EPA
0
336
6.7
o
•--
#8 GROUND
ENSEDMENTANAL YS/S
(PER 2017FBC SECT. 1819)
z
SP=150 (SAND)
WIRE
b=8.62"=0.72' (POLE WIDTH @ D/3)
w
h=GLM/SUM(P)=9.54'
REQ'D EMBEDMENT d=.5A(1+t1+(4.36h/A)]^1/2} = 5.4'
REQ'D EMBEDMENT d < D therefore O.K.
w
* Exposure C, Risk Category II, Gust Factor=1.14
O
YES
EMBEDMENT O.K.?
YES
w
0
,{` 9.37" ---pI'
POLE ELEVATION
N.T.S.
REINFORCEMENT
N.T.S.
POLE ANAL
YS1S PER2017FBC
Ht., ft.
A, 112
Kz
P, Ib.
GLM, k -f
OMn, k-tt
Mu, k -ft
0-15'
8.8
.85
1034
7.8
20.9
12.4
15-20'
2.3
.9
265
4.6
10.8
4.6
EPA
1 5.3 1.94
336
6.7
---•
•--
P, Has GLM, k -ft
=1.3k =12.4
ENSEDMENTANAL YS/S
(PER 2017FBC SECT. 1819)
P=SUMP)*.6=780 lb
SP=150 (SAND)
Sl=2*SP*D/3=700
b=8.62"=0.72' (POLE WIDTH @ D/3)
A=2.34*P/St*b=1.87
h=GLM/SUM(P)=9.54'
REQ'D EMBEDMENT d=.5A(1+t1+(4.36h/A)]^1/2} = 5.4'
REQ'D EMBEDMENT d < D therefore O.K.
* Exposure C, Risk Category II, Gust Factor=1.14
POLE O.K.?
YES
EMBEDMENT O.K.?
YES
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F�SS�ONAeii- It
as�Chris
Arlandson, P.E.
FL Lic. No. 63302
PROJECT NAME: WORLD/SAVANNA CLUB BLVD PR E
PROJECT NO.: 5039811492 s P E C i A` SmartLine Design
PRE -CAST SPECIALTIES, LLC. Always On.
POLE TYPE:27 FT. TYPE Ph: 22-2665701 Pht -855-For9Florida 34981
60-7274