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Nov 13 Z018
Permitting Department
St. Lucie County, FL
(4) #6 REBAR x 6'-0" LG. EQUALLY SPACED ON
18" CIRCLE w/(8) #3 TIES: TOP (3) IN 1st 5",
(3) ON 8" CENTERS, (3) ON 14" CENTER.
PLAN VIEW
QTY. CONCRETE: 0.8 CU. YDS.
36" 36" 29"
FIXTURE
REINFORCED
4"x6"
HAND HOLE
1'-0"
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c 02'-0" CONCRETE
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3" CLEAR
TYP:
10" FIXTURE
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012"
BOLT CIRCLE
ELECTRICAL
ACCESS
12"
8y"
1 8Y2" 12"
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(4) HOLES FOR 01"
ASTM F-1554 Gr. 36
ANCHOR BOLTS
BASE PLATE DETAIL
1" ASTM A-36 STEEL
4" THREAD
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36"
TOP -VIEW
08.50" AT BASE x 05.70" AT TOP
—x 11 GA. (0.1196") TAPERED POLE
ASTM A-595' STEEL
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FILE COPY
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ANCHOR BOLT DETAIL
01" ASTM F-1554 Gr. 36
FOUNDATION DESIGN NOTES:
Concrete shall have a minimum compressive strength of
3000 PSI at 28 days.
2. Reinforcing steel shall be ASTM A-615 Gr. 60.
3. Caisson footing designed using a soil bearing force of
150 PSF per foot Lateral based on Class 4 soils.
DESIGN WIND LOAD:
Based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10)
using Risk Category II, Exposure C and 170 mph wind speed.
(4) #6 REBAR x 6'-0" LG.
EQUALLY SPACED ON 18" CIRCLE
w/(9) #3 TIES: TOP (3) IN 1st 5",
(3) ON 8" CENTERS,
(3) 14" ON �F�GRF,cj�/ion
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ELEVATION VIEW J\Y�/
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