HomeMy WebLinkAboutengineeringSMARTSHEET-SQUARE TAPERED CONCRETEPOLE
POLE LENGTH, FT.
59
a
}
w
N N
w m
¢
VARIES PER'L'
STANDARD PIPE TENON SIZE
NOMINAL DIA. OUTSIDE DIA.
2" 2 3/8"
(4) 1/2" 270KSI 2 1/2" 2 7/8"
LO LEA CQ 3" 31/2"
LO-LAX DORMANT
POLE WEIGHT, LBS.
7200
POLE EMBEDMENT, FT.
12
o 0
o o •
HEIGHT A.G., FT.
47
DESIGN WIND SPEED, MPH
165
MAX. EPA, FT
6.6
SOIL TYPE
SAND
#8 GROUND WIRE
STANDARD PIPE TEN(
New Poles
1" POLY PIPE
m
p
0
rn
N
II m
m
II 74
T 3"x5" HANDHOLE
W/ALUMINUM C(
HT., it
A, ft2 I
Kx I
P, lb.
I GLM, k-f
OMn, k-ft
Mu, k-1
0.15,
16.710.851
19701
14.8
162 1
103.!
15.20'
4.9 10.901
577
1 10.1
107 1
9.1
1 20-25' 1 4.6 10.94 1 538 1 12.1 1 86 1 79 0 11
3040' 1 7.4 11.041 876 1 30.7 1 53 1 53.2
40.47" 4.4 1.09 519 22.6 25 22.6
EPA 6.6 1.09 736 34.6 ----- -----
1=5.0k 7-=103.9
EMBEDMENT ANAL rS/S
(PER2D17F5CSECT, 1810)
F
P=SUM(P)'.6=2987 lb
i
SP=150(SAND)
w
J
S1=2'SP'D/3=1300
J
J
}' OR 1'
b=15"=1.27' (POLE WIDTH @ D/3)
ELBOW '4
.162"THICK A=2.34'P/S1•b=6.85
0 M
O
SPIRAL REINF.
h=GLM/SUM(P)=20.87
(TYP.)
I I
REO'D EMBEDMENT d=.5A(1+[7+(4.36h/A)]a1/2) = 11.4'
REO'D EMBEDMENT d < D therefore O.K.
• Exposure C, Risk Category II, Gust Factor=1.14
0 GROUND
POLE O.K.? YES EMBEDMENT O.K.? YES
w IRE
—
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T LUCIE COUNTY
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jlfrnii�BUILDING DIVISION
111 p,RLAry ' REVIEWED
s FOR COMP
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(a)``\�Q\y\c Ef; ViI_W ED BY
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No. 63302 1
*: * F * �Z PLANS AND PERMIT
STATE OF MUST BE trrEPT.ON JOB OR
161
_ 4 r ' Q.�YJO Ir�, ILL BE MAD
POLE ELEVATION
REINFORCEMENT %%rsS/pryALENG1tt'
NTC
NTC 'oew7114'' Chris Arlandson, P.E
PROJECT NAME: SLC FAIRGROUND
PRECAST
{T� ///''\��
PROJECT NO.: 79472
6 P E C 1 A L T I E S\
PRE SPECIALTIES, LLC.
SmartLine Design
-CAST
Always D,
POLE TYPE: 59 FT. TYPE III-
3898 -- --- Road, Fort Flares, Florlda 3490
'k4L
>L DP lExisting Pole detail from 2002 drawing
cl 1`'IN
J'
,. ,,.b �: t,i• D
� L y
DIRECT BURY POLE L--- TO OT
10% OF TOTAL LENGTH POLES
PLUS 3 FT. — 5/8"x8' CU GND ROD
#6 GRID WIRE
POLE DETAIL
NTS
.. ;pole drawing from 2002 We wi.. we replacing poles 3 and 4