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SAIJYT LUCIE COUNTY FIRE DISTRICT.
` FIRE PREVENTION BUREAU'
PERMIT
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11
To,.Whom it may "concern: Permit Number FS-20-06
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Byvhlue of, the provisions of the Saiat Lucie County Fire Preventibo Code.
Date- 05-20-2020 i
Contractor 13raricking Out lnc Address ' 'i23300 SNt 134 Avenue
City Homestead Stag AFL Z'rp 3$032
,
1
Having made application in i lun form, and as the,conditions, surrounding, and arrangements are, In my opinfon,�such that the intent of the
code:Uan be observed, authority is hereby given and the PERMIT is Granted for the installation Of.
i
Fuel Storage with Dispenses
Pr90fct Name' SrPI Address ' 01 Qrange Avenue �•
- .Cttyferce St4te: = k Zip 3#950
This permit doesnot take the place of any license ,required, by"ia.wand is not transferable. Anychange,in the us6oroccupancy of the
premises sbafl require a he permit.
Da s Valid : 90 Contractor
y Fire
,.
. PAatsbal 3'otry J'erger.
."
All fire and (i% safety Cori#ractorsashalf� �iregister'eci through Comp nce -"
THIS PERMIT'SHALL AT ALL TIMES BE KEPT POSTED ON THE 011EMI51E5 LISTED: ABOVE.
r
This Permit
Install (1) new fuel tank
SCOPE OF WORK:
1. Install (1) new 3,000 gal double wall, aboveground,
UL 2085, split compartment, ballistic, impact resistant
fuel tank (2,000 gal diesel,1,000 gal gas)
on new concrete slab
2. Install (2) new Gasboy Astra fuel dispensers
(1) diesel, (1) gas & Veeder Root 450 Plus Monitor
3. Connect electric to pumps (explosion proof)
(See Page 4)
4. Pressure test piping & place in service
FPL St. Lucie
Service Center
Orange Avenue
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Switch
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Fence '
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Pole Racks
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REVIEWED FOB
Asphalt
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100, FPL St. Lucie Service Center Mike Burchell
�---� 3301 Orange Avenue P:CC 056810.
Scale g 23300 S.W. 134
Ft. Pierce, FL 34947 Homestead, FL;
(305) 258-8101
t CODE COMP
Light Pole ST. LUCIE COON-1 Y
BOCC
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'�9_;i`rt,. r Fence F%L� �'®�
T��a
'r%'x------------------------------�
., Branching Out Inc.
-__ , '
23300 S.W. 134Ave.
34 Homestead, FL 33032
L31
�- g/; jtj (305) 258-8101
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Site Drawing
Page 1 of 5
0
Gasoline & On -road Diesel Tank
1 Install (1) new 3,000 gallon above ground (1,000 gasoline/2,000 on -road diesel) Metal Products Company,
Double Wall UL Listed 2085, 2 hour fire rated, ballistic impact resistant, Steel Tank EQ 342 on new concrete slab.
2 Tank shall be equipped with 7 gallon Remote Fill Box. Interstitial leak detection,
placards, tank gauges, anti -siphon valves, emergency vents, and 2" galvanized vents which
shall be terminated 12 feet above finished grade.
3 Tank shall have high level alarms set at 90% capacity with Veeder Root 450 console monitoring
installed in adjacent Building
4 Product piping shall be 1.5" schedule 40 above ground black steel to diesel dispensers, 1.5" schedule 40
galvanized to gasoline dispenser and 2" above ground black steel for remote fill to diesel and 2" galvanized to
gasoline, all piping shall be installed above ground
5 Install two new single product Listed Gasboy Astra, single hose, single product dispensers
one diesel and one gasoline all with auto shutoff nozzles, breakaways and 20' of hose.
6 All piping shall be installed per DEP, DERM, NFPA 30 & 30A codes and ordinances. All fuel related
equipment shall be FDEP approved.
ALL PETROLEUM EQUIPMENT TO BE FDEP APPROVED
Diesel is NFPA class II liquid
Gasoline is NFPA class I liquid
1 1/2" Schedule 40
Black Steel to diesel
& 1 1/2" Schedule 40
galvanized to gas
GASBOY ASTRA
single product single hose
Only one of two dispensers
shown for clarity see pg 3
Hose shut off Breakaway
Auto Shut Off
ELEVATION OF TANK SLAB =18.61 NGVD
Remote Fill Rear View
Cabinet only
Secondary
Kruger Emergency Vent
Leak for both
Detector Anti -Siphon & compartments
EQ675 Press. Relief
OPW 199SV Primary E Vent
To for each of 2
Dispenser i compartments
1
Veeder
Root
hi -level
alarm
@ 90%
visible
to driver
EQ 877
On Road
Diesel
2,000 gal
Red
2
Blue<i Q Yellow
Float White
-------------------------------------------
Vent Cap
12' above grade
2" galvanized pipe
Continuous Hinge
2" Camlock
D14,
ust Cap +
2" Coupling
Locking Hasp
1" Valve
2" Ball Valve 2" Check
I Valve
Remote Fill Side View
Anti -Siphon &
Press. Relief
OPW 199SV
To
Dispenser
To Remote Fill
Vent Cap 12' above grade
2" galvanized pipe
Veeder Root
2" Schedule 40
hi -level
Black Steel Fill to
alarm @ 90%
diesel & 2" Schedule
visible to driver
40 galvanized to gas
EQ 877
only gasoline
♦ /
line shown
-------------j- ----- ;-------------------L--
Gasoline
Drill 1/2"
hole at i Primary 1,000 gal
Red
top of E-vent
drop tube 3
Blue 1 0 Yellow
i
Placards per NFPA
No Smoking White
Flammable
New Concrete 8" Slab with #4 reinforcing 12" O.C. both ways See pg 3
FPL St. Lucie Service Center Mike Surchell
PCC 3301 Orange Avenue 2 300 056
S..W.0134
Ft. Pierce, FL 34947 Homestead, FL
(305) 258-8101
Drill 1/2" hole
at top of
drop tube
Remote fill
box See detail
FIEF r�
Branching Out, Inc.
23300 S.W.134 Ave. Page 2 of 5
't. Homestead, FL 33032 Tank Detail
®/ (305) 258-8101
3,000 psi concrete
#4 reinforcing
12" O. C both ways
Slab Detail
4" Sch #40 Steel
Pipe filled with concrete
Min 48" AGL
Painted Caution
Yellow
7'
concrete
-� 1 12" min I�
Bollard Detail
Follow existing pavement
0
4416*1 0
0 0
o Gauging
0 Ladder o
Single Hose 0 0
Gas Boy
Gasoline
Dispenser 0
New Concrete o
Existing Asphalt Fueling Pad
30' 0
—111111110— ❑
Key Card 0
0
Single Hose
0
0
0
0
0
Gas Boy ❑
Diesel 0 0
Dispenser
0 0
0 0 0 0 0
28' It 1W
Remote Fill
See pg 2
Mike Burchell
FPL St. Lucie Service Center PCC 056810.
3301 Orange Avenue 23300 S.W. 134 A
Ft. Pierce, FL 34947 Homestead, FL 33
(305) 258-8101
4' Bollards 48" O.C.
Existing
Pole
Racks
`�
FILE cony
�.1.- Z e
Branching Out, Inc.
:.
13Q
23300 S.W. 134Ave.
Tank & Bollards
F4��$�
Homestead FL 33032
Page 3 of 5
,:
(305) 258-8101
Existing Service
Center Bldg
Existing Panel A 120/208 volt
200 amp 42 circuit with 20
spare circuits
Directional drill (3)
2" conduits power, control &
spare, min 24" deep
power = (2) #6 thwn cu power
+ (1) #6 neu + (1) #10 grd
control = (1) 6 strand fiber optic
SMOSP DBLT
N `\\
Existing
Ice house
E-stop \`\\
& Hi Level `
Alarm , Q
t
t
I
t
1
O
4" Bollards 48' 0..
I O Gauging o
p Ladder
I o
0
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Single Hose I 0
0
Gas Boy \
Gasoline o
Dispenser
0
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Concrete 0
New
0
Fueling Pat[
Fuel
o
Key Card ---a►L-a
Tank
o
Single Hose o
0
Gas Boy �`
Diesel
Dlspelser 0
` O
0 0 0 0 0
To Fuel Tank Directional Drill (2)1" conduits
(1) power & (1) control
Power = (4) #12 thwn cu power
+ (4) #12 neu + (1) #12 grd
Control = (1) 6 strand OSB Fiber Optic
+ (1) Cat-6 OSP cable.
ridgid conduit last 10' with seal off at both ends
Class 1 Division 1
Explosion Proof
Hi -level alarm from
Veeder root TLS 450
set @ 90% on Ice House
Visible to driver
E-stop ---W-
> 20' from dispenser
but < 100'
To Key card
@ Fuel tank
Ice House Wall
Veeder Root
New Panel F1 8 circuit 120/240V
2 pole contactor
breaks hot & neutral
when E-stop pushed
To Service Center Bldg
Directional drill (3) 2" conduits
power, control & spare min 24" deep
power = (2) #6 thwn cu
+ (1) #6 neu + (1) #10 grd
control = (1) 6 strand fiber optic
New Panel F1 Detail SM OSP DB LT
Inside Existing Ice House
x
FILE Copy
FPL St. Lucie Service Center
Mike Burchell
PCC 056810.
:SteVerr�lurst '
: P.E: 128� r _::=
Branching Out, Inc.
Electric
RenateFll
see `� 2
3301 Orange Avenue
23300 S.W.134Ave.
23300 W. 1.34�Ave" �-
23300S.W. 134Ave.
Homestead, FL 33032
Page 4 of 5
g
Ft. Pierce, FL 34947
Homestead, FL 33032
Hornestad,:=FL33032.
d(305) 258-8101
(305) 258-8101
(3b5).28-8101 _ . , _
Overturn 3,000 gal Tank
3, 449#
2.92'
Additional hold down from anchors
(1) 3/4" Hilti expansion bolt each corner
min 4" imbed in 3000 # concrete
Tensile uplift 13,365 # ea
(Hilti,TZ carbon steel Table 3)
> 24" to edge and between anchors
FPL St. Lucie Service Center
3301 Orange Avenue
Ft. Pierce, FL 34945
•
3,000 Gallon
UI 2085 Metal Products
Double wall Gas/Diesel Tank
Empty Weight
12, 000#
ASCE 7-10 Chapter 29
Risk Catagory III (storage of fuel)
Figure 26.5:1.c;cafagory I Use 186 mph
Wind Directionality Factor = 0.85 (table 26.6-1)
Exposure Catagory D (26.7.3)
Topographic Factor N/A (no hills)
Gust Effect Factor 0.85 (26.9.1)
Velocity Pressure Exposure Coefficient table 29.3-1
Velocity Pressure = 0.00256 K K K (V V)
=.00256(0.85)(1.0)(1.0)(186)(186) = 75.2 lb sq ft
Force coefficient figure 29.5-1 (smooth & round) use h/D of 1 = 0.5
Lateral Force (29.5) F = q(G)(C)(A) =
75.2#/sq ft(0.85)(0.5)(107.9 sq ft) = 3,449 Ibs
Vertical Force is the same as lateral force since the projected
area of the tank is the same (horizontal round tank)
Overturn Calculations 3,000 gal Tank
Turning Moment = total wind force @ center of tank
= 3,449 # x 2.92 ft = 10,071 ft#
Resisting Moment = tank wt x 2.92'
=12,000# x 2.29 ft = 35,040 ft #
Conclusion: Tank will not overturn using only tank wt.
Mike Burchell
PCC 056810
23300 SW 134 Ave
Homestead, FL 33032
305-258-8101
tk FILE COPY
Branching Out Inc, Page 5 of 5
23300 SW 134 Ave Over Turn
Homestead, Florida 33032
Calculations
305-258-8101