HomeMy WebLinkAboutGAS PIPING SCHEMATICS`ANNED
By
sttudgcouw
BOARD OF
COUNTY
COMMISSIONERS
TANK SIZE: GALS.
APPLICANCE — TYPE/SIZE
Al
A2
A3
A4
A5
A6
PIPING LENGTH & SIZE
L1 %y
FT.
` 1INCH DIA.
L2
FT.
3 ' INCH DIA.
L3
FT.
! INCH DIA.
L4
FT.
INCH DIA.
L5
FT.
INCH DIA.
L6
FT.
INCH DIA.
L7
FT.
INCH DIA.
L8
FT.
INCH DIA.
L9
FT.
INCH DIA.
L10
FT.
INCH DIA.
L11
FT.
INCH DIA.
L12
FT.
INCH DIA.
Revised 7/22/14
BTU
BTU
BTU
BTU
BTU
BTU
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Building and Code Regulation
Division
RECEIVED
JUN 0 7 2018
ST. Lucie County, Permitting
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FO OMPLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL SE MADE.
t 0111170(0r OiYc)
(PIPE SIZE WAS TAKEN FROM
THE 2W--FBC FUEL GAS CODE -
TABLC 402-( ))
of C) iy ��� C_
FILE COPY
Website: t ww.stiucieco.gov
2300 Virginia Avenue - Fort Pierce, FL. 34982-5652
Phone (772) 462-1553 FAX (772) 462-1578
a
Mautinum Cahacity of P5 Pipe In Thousands of BTU per Hour of Liquefied PetroleuTt
7 018
with a Gas Pressure of ] 1.0 In,'AfC qnd a Pressure Drop of 0,6 In. WC
{based on d 1,62 specific g(I gas)
. Lucic County, errhi
1073
lag]
720
934
- -
67l
484
"+
425
67
383
56
'325
60
286
- 46
257
�.. 4
38
c
D DMINOR
9
26
1983
1331
740
1054
627
893
661
786
497
708
421
370
333
238
235
.2]8
218
2pq
204
,�
242
]69
152
4724
3247
1894
1605
1978
1272
600
1078
628
948
475
854
435
403
376
354
219
all
.197
280
100b3
006
6755
6785
2608
5351
2232
4636
1978
3989
1792
1534
1359
1232
781
1133
723
1064
676
989
636
66D
604
3692
3044
2678
2411
2207
2044
1910
934
1797
828
76Q
1681
1424
129
113
102
12i 11 10 . _� 9 _ . 9
86
" ;
�°
'Iot61
al r°�Fin"
r .'
767
4 298
' 147
204
132
76
112 99 68 63 68 B4 51
89 81 75
8
48
8
46
8
'44
— 7 - , 7
42 40
427
376
1N
.160 70 66
140 .26 116 107 100 94
202 227
63
89
60
86
57
54
52
}
642
1207
569
1061
616
616
956
441 208 192
441 391 3bQ 180 149
IbD
182
87
146
78
140
76
134
810 712 642 587 644 08 478
224
�
216
Marlmum Capa0Ify of PE PIPS In
463
431
411
2516aiUh==tCFFi
376
Thousands of BTU per Hour of Liquefied
with a Gas Pressure 2.0
Pofiroteurn
of psi and a Pressure Drop
(based on a 1.62 spealge
of 1.0 psi
Gas
gravlly gas)
1966
11800
1319
7686
1045
6008
886 779 702i 695 •D °
IN 10
6092 623 471 431
'1
399
lilts "I'll,
14652
9836
14014
7790
6807 4033 3418 3007 2707 2478
8229,, 4432 3898 3510
2295
373
2i44
gal
1778
7u 8
15
87677
97514
1110D
19946
9402 8273
9408 8275 74511
16906 14869
3213
6316 5556 bOD2 4578
2976
4239
2144
2780
2018
2617
2302
2073
43429
1D6963
2 84826183
7
77131
13489
18182 16474
11848 9982 8988 822b
14100 12496
7618
7119
6700
b894
2073
66339
66939
40615
47760 42000 37820
11322 10417
32054 28194 25388 23234
9691
$092
8589
7612
6897•
6897
21517
20108
18926
16647
14990
236
1965
207
1142
D
18
1073
.1 : •00
168 139 126
470
°0
lt5 106 94 93
10
1767
2503
1545
2202
1391
800
1179 1037 7�4
855 611 871 637
792
88
5D8
84
80
77
74
r 4498
3956
1983
3663
1680 1478 391
8019 2666
•855 740 696
1218 1128 1054 992
659
939
b27
893
599
574
tl,5j
r 5903
12706
6232
11175
4740
10063
2189 2027184
4D67 3596 3268 2997 2788 2616 2471
8529 7502
2347
2347
853
1533
1469
148 2
67561 6182 6726 5350 5036
2239
4636
214
2i44
2060
1986
Mmimum Capacity or PE Pipe In Thousands of BTU
4331
2S16HNh=iCFH
4150
3988
per Flour of Liquefied Petroleum Gqs
wlfh a Gas Pressure of �10.0 psi and a Pressure Drop of 1.0
(based on a 1.52 specIDc gral gas)
psi
'2476
14234
i662
9565
1316
7668
1116 1 ' o
981 884 749 6S9 •D °
6414 6642 5080
i0
603
'°.
Dr
D
26296
26296
17688
17662
9812
]398]
43D6 37$7 3410 3 21
8316 7315 b687 5583 4910 4422
2890
470
2701
442
2542
389
2236
2014
4047
]1849 ]0423 9386 7954 b947 63D0 5766
37087 29782 25293 18729
3747
3502
3296
2899
2011
83960
63960 37087 29782 25489 22591 20469 17614 12572
16865 14294 12572 11321 10361
133476 89601 20469 17619
9598
959b
8967
7
4697
8440
442
742 3
11321 10361
70967 60148 62905 35514 140683198a 1166340
29267
8
6686
86
8569
's oli O �
27104
26329
23840
20970
18862
1707
1601
--�
1352
"'
114b
' to
1006
168
907
144
IN
734
12$
118
f��'s'asiDtt
11,
1 6
2213
3153
1946
2773
7753
1486
7306
844
997
719
676
640
609
101
582
97D
657
g3'
536
6666
4983
2497
4487
2116
3803
1862
3346
1676
i534
1634
1421
1421
1328
1250
890
1183
790
754723
7334
16004
6600
14077
ill
5041.
4468
3012
4048
3724
3465,
2328
076
2126
1128
2022
1076
1931
1030
1851
990
12676
10743
9449
8509
7787
7212
3281
6739
6343
2976
1779
26M
6006
67112
5455
6227
Ph:1,800.662,0208 o Fax; 618-325,9407 o Web; wwwgdstlte.COM 2616BTUh=1CFH
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4 • Dual service options for above or underground applications
t
- : • .Option iki; Beady -to -busy red oxide durable powder coating with black
1' • polyethylene'AGUG dome's
k Optic n,42,Aboveground option with steel S" AGUG-dome
��dlb 19ka=
(. ■ All valves and float gauges are centered under dome
�� t .' ;� • Fab icatet3 to the latest A.S M.E. Code, Section Vill, Division 7
Begistered'wit1vthe National Board
• #7'2Iiquid'level outage valve orifice reduces reiueljng•emissions
TRINITY
re- ur ed-tosavetime, money and product
F Uacetum p. P 9
=' Apbllc�bJe federal;;s#ate 'or,(gcaj,rggulalions may.contain.specjlic_r.equit;emenlsfor:
proieotive coatings and; catfiodiaprotecfior7. The Aurrhaserand instal(e'race'responsible
' forcolnplraf pe W h alP[ederal, state, local and NFPA industry. regulations. Cathodic
ContainIng Our prAtection is,regwred and coating mustbe continuous and uninterrupted and must
j eorrmpJy. Lvith:antlocal, state or national -code,
t
V vvwCall Toll Free: 888-558-8265
Cent""I"g Orir Wb ld's Eneegy�"
9
_General Specifications
Conforms to the latest edition of the ASME code for
Pressure Vessels, Section Vlll, Division 1. Complies with
NFPA 58.
Rated at 250 psig from -20° F. to 125' F. All tanks; may be
evacuated to a full (14,7 psi) vacuum,
Vessel Finish: Coated with epoxy red powder, ( Tanks coated
with the epoxy powder must be buried). For Aboveground use,
tanks may be coated with TGIC powder.
Applicable federal, state or local regulations may contain
specific requirements for protective coatings and cathodic
protection. The purchaser and installer are responsible for
compliance with all federal, state or local regulations.
WITHDRAWAL
FLOAT
oncE' VALVE
GAUGE u'' U5 ANODE
CONNECTION
ICJ ® ' FILLER
O Ol)r_VALVE
SERVICE/
MULTIVALVE �� FNAAME
RELIEF
VALVE
FITTINGS LAYOUT UNDER DOME
V c00CL,. LJJIVICiv,-jlUNAL INFORMATION
All vessels dimensions are approximate
WATER
OUTSIDE
HEAD
OVERALL
OVERALL
LEG
LEG
WEIGHT
QUANTITY
CAPACITY
DIAMETER
TYPE
LENGTH
HEIGHT
WIDTH
SPACING
FULL
PER
120 wg.
454.2 L
24"
Ellip
51.5 13/16"
3' - 0"
10 1/8"
3' - 0"
245 lbs.
LOAD
96
STACK
12
609.6 mm
1671.3mm
911.4 mm
257,2 Mm
914.4 mm
111.1 kg,
250 wg.
31.5"
Hemi
7' - 2 1/2"
3' - 7 1/2"
12 3/4"
T - 6"
472 lbs.
63
9
946.3 L
800.1 mm
2197.1 mm
1104.9 mm
323.9 mm
1066.8 mm
214.1 kg,
320 wg.
31,5"
Hemi
8' -11 3/4"
3' - 7 1/2"
12 314"
4' - 0 1 /4"
588 lbs.
45
9
1211.2 L
800.1 mm
2736.9 mm
1104.9 mm
323.9 mm
1225.6 mm
266.7 kg,
500 wg.
37.42"
Heml
V -1oil
4' -1 7/16"
1511
5' - 0"
871 lbs.
30
1892.5 L
950.5 mm
2997.2 mm
1255.7 mm
381.0 rnm
1524.0 mm
395.1 kg
.6
1000 Wg. 40.96"
Hemi
15' -10 13/16"
41.4 5/16"
16 1/4"
91.011
1729 lbs.
15
5
3785.0 L 1040.4 mm
4846.6 mm
1344.6 mm
412.8 mm
2743.2 mm
784.3 kg
Rev: Jan. 27, 2016
Why Tanks Corrode • 0
Underground steel tanks corrode due to an electrochemical reaction
between the tank and the surrounding soil. The process of corrosion
occurs due to small voltage differences on the steel surface that result
in the flow of DC current from one location to another. Where current
flows from the tank into the soil corrosion occurs. This location Is called
the anode in a corrosion circuit. Where cu rrent flows from the soil to the
tank, no corrosion occurs. The progress of corrosion is determined by
the amount of current flowing between the anode and the cathode and
whether the locations of the anode/ cathode remain constant overtime.
Corrosion rates are generally higher in wet soil environments since the
conductivity of the soil promotes the flow of DC current in the corrosion
circuit.
Corrosion generally exhibits itself on underground tanks ;in either a
general overall rusting or more commonly, a pitting attack. Pit locations
may result from metallurgical conditions of the steel surface or soil
variations such as rocks, salts, fertilizer, moisture concentration, oxygen
concentration, etc.
Preventing Corrosion
Protecting underground
tanks from corrosion is
easily achieved by the use
of two commonly applied
protection .I methods:
external coating and
cathodic I'protection.
These two methods
are complementary
and should be used in
conjunction j with the
other. An effective
external I protective
coating insulates the steel from the soil environment, thus preventing
the flow of corrosion current from the anode to the cathode. An effective
external coating can protect over 99% of thetank surface area'
However,
no coating is perfect. Damage from construction or soil stresses create
tl6y defects, which may result in accelerated corrosion at the defect. .
Cathodic protection prevents corrosion at those defects by applying
DC current .from an. external source, forcing the tank -to become
cathode. Application of sufficient DC currentto the tank will -prevent any
corrosion from occurring. The two general types of cathodic protection
systems are sacrificial and impressed current. Sacrificial systems are
used when the amount of current required for the protection is small,
such as in underground propane tanks. Impressed current systems
are more commonly used for large structures such as large diameter
pipelines. Electrical isolation of the tank from metallic piping systems
and electrical grounds is critical for the cathodic protection system's
effectiveness.
How Sacrificial Cathodic Protection Works
Sacrificial systems work by creating a galvanic connection between two
1
different metals. The most common anode material is magnesium,
which when coupled to steel results in DC current flow from the
magnesium to the steel. The open circuit potential of!steel is about
-0.50 volts referenced to a copper sulfate electrode. The open circuit
potential of magnesium is about -1.55V to-1.80V. By connecting the
two metals together, the difference of 1 to 1.25V volts results in current
flow to the tank that overcomes the natural corrosion cells that exist on
the tank. With this current available to the tank, no corrosion occurs.
Magnesium Anodes
There area variety of anode sizes and alloys used for cathodic
protection. The two primary alloys are designed. as H-1 (or AZ63) and
High Potential. The H-1 alloy is produced from recycled magnesium
and has an open circuit potential of approximately—1.55V. This alloy
is well suited for protection of underground propane tanks. The High
Potential alloy is 99% pure magnesium having an open circuit potential
up to -1.8V. This alloy should be used for soil applications over 10,000
ohm-om resistivity.
The two most common anode sizes used for underground propane
tanks are 9lb. and 171b, The size designation relates tothe metal weight.
10' of 1A2 TW insulated wire is attached to the anodes.I Anodes are
then backfilled in a mixture of gypsum, bentanite, and sodium sulfate
to lower the electrical resistance of the anode to soil. The mixture is a
low cost, nonhazardous, electrically conductive backfill. The anode and
backfill is then packaged in a cotton bag and either a cardboard box or
paper bag. Actual shipping weight of these anodes with backfill is 27
lb. and 45 lb.
Application Recommendations
Magnesium anodes can protect underground tanks in most soil
conditions. The H-1 alloy is generallyvery effective. The following chart
provides size and quantity recommendations forvarious sizetanks based
on conservative design assumptions. This chart covers soil conditions
up to 10,000 ohm -centimeter resistivity. Resistivities: higher than
10,000 ohm -centimeter generally represent very dry soils. Verification
of soil resistivity can be performed through soil analysis: Contact us
for design recommendations in locations where soil resistivities exceed
1 0,000ohm-cm, or if there is no effective external coating on the tank.
The propane service line from the tank to the house also must be
considered in the cathodic protection design, unless the service line
is plastic. All underground steel pipe should be externally coated with
a corrosion resistant material. The service line should be electrically
isolated at the house with an insulating fitting or union. If service pipe
is less than 50' in length, the tank anodes will provide sufficient current
to protect both tank and pipe. For longer lengths of pipe, an additional
anode may be required at the house connections.
If another metallic material such as copper is used for service piping,
the pipe should be electrically isolated from the tank at the fill pipe
connection. Copper and steel createagalvanic couple that will accelerate
corrosion of the steel tank when directly connected to copper piping.
Generally, copper piping does not require cathodic protection.
Mechanical Connection Under Dome
Cathodic Protection Testing Procedure
Equipment Needed: Digital Voltmeter, Red Test Lead Min.12' Long
& Black Lead Min. 2' Long, Reference Electrode (Copper/Copper
Sulphate Half -Cell) _
STEP 1: Using a digital voltmeter insert the red test lead into the Volt
jack of the meter and select the 2 or 20 volt DC scale.: Clip red test
lead connector to an uncoated metallic area of the tank, preferably
to the fill pipe multivalve. A good solid connection is very important.
(DO NOT connect to shroud).
STEP 2: Insert the blacktest lead Into the Common jack on the meter,
and connect the opposite end of the lead to a charged- reference
electrode (X cell).
STEP 3: Remove protective cap from the porous plug at bottom end
of electrode. Pace porous plug end into native soil (remove grass If
necessary) at four locations around the tank (one on each side of the
tank, and one at each end of the tank). If difficulty is encountered
obtaining readings, moisten soil with water or dig % cell deeper into
the soil.
STEP 4: Record all four meter readings on an appropriate form. The
least of all four readings should be a minimum of-0.850v or more
negative. {Note: if any of the four readings are below (less negative)
-0.850v then the tank is not fully protected).
Charging Reference Electrode
STEP 1: Unscrew and remove porous plug end of new reference
electrode. Add deionized or distilled water to the copper sulfate
crystals, filling electrode completely. The solution will turn blue in
color and there should always be excess crystals at the bottom of
the tube. DO NOT USE TAP WATER.
STEP 2: Replace porous plug end of electrode and place in an upright
position so that the porous plug end is facing in the down position
and let stand for 1 hour before use. This will allow the porous plug
to become completely saturated before use.
Caution. Do not allow electrode to contact all road sells, or other
substances that may contaminate the solution by absorption
through porous plug. Do not allow electrode to freeze.
Soil Type
Fertile Soils, Clay,
Sand, Gravel
Sandy Loam
areas
Tank Cap,
5 to 5000 ohm -am
Boca to 10000 ohm -am
Size Qty. Alloy
size
Q ty.
Alloy
120
9# 1 H-1
9#
1
, H-1
150
9# 1 H-1
9Q
1
;H-1
250
9# ` 1 H-1
9#
2.
IH-i
325
9# 1 H-1
9#
2
H-1
Soo
17# 1 H-1
9#
2
H-1
1000
17# . 2 H-1
9#
4
H-1
1500
17# 2 HA
9#
4
H-1
20D0
17# 3 H-1
9#
s
u_1
'Based on 90% effective external coating, 2 mal#2 currentdens�ty, and 30-
yearAnode life.
Anode installation
1. Determine size and quantity of anodes from application chart.
2. When a single anode is installed, it should be located near the
tank center on either side of tank.
3. When multiple anodes are installed, space them evenly around
the tank. See examples below.
---i---anode 2 anodes 4 anodes
ti p: •r�
i
4-Anodes are shipped in either cardboard boxes or 'multi -wall
paper sacks. Remove outer container and burythe cloth bagged
anode. if anode is supplied in plastic bag, remove plastic bag
before installing.
5. install anodes approximately two to three feet from the tank and
at least as deep as the center line of the tank. Anodes work best
in locations with permanent moisture, so generally the deeper
the better.
6.After placing the anode, stretch out the anode connection wire
and extend over to a connection point on the tank fill pipe.
7, Cover the anode with approximately six Inches of babkfill and
pour 5 gallons of water on the anode to saturate the prepared
backfill. Water is necessary to activate the anode.
8.Connect the anode wire to the tank with a low electrical
resistance connection. Examples are threaded stud on the
tank fill pipe or any accessible metallic connection point to the
tank. All connections should be coated with a moisture -proof
material.
9. Ideally, the tank connection is made in the area of the tank fill
pipe within the covered dome. With access to the anode wire,
subsequent testing of the tank can include measurement of
anode output and verification of performance.
10.Verify performance of the anode using an appropriate test
procedure.
Ideal for us® as a flrat stsga regulator on any domestic size ASME or DOT container in propane gas
installations requiring up to 1.500,000 S T U's per hour. The re Pressure to an intermediategulator is factory set to reduce container
pressure of approximately 10 PSIG.
Maximum Hots based on inlet pressure 20 PSIG hl her than there ulalorsalling and deliv 9.00 �,auu,uuu
selling and delivery pressure 207. lower than the selling. j g M Pressure 201Y. lower than the regulator
Provides accurate first sta F
intermediate pressure of 5.ge regulation In tvvo-stage bulk tank t
to 10 PQG. Also Usec to supply hl hsosn-QmsQReduce tank pressure to an
industrial
When used finalfor stage pressure conuoi,
With NPPA Pamphlet as. must either incorporate integral muervaive or separate reGelvalve should be specified in accordance
" Maximum flow based on Intel pressure 20 PSIG htgher than the regulalw setting end dative ry pressure 20°le lower than the selling.
Idea9or mediumto ucomme ag Installations. Pressure f mutorin 0 PSIG downtoburner pressure, normally 11" W.O.
UU, r ter pressure normally 11" w.c. Designed as -a second stage regulator for smaller applications with flow
requirements up to 450,000 BTU/hr. and are ideal for homes, mobile homes, and cottages.
Rlydg�jng Qinfowmallon,
-------------
Maximum flow based on 10 PSIG inlet and 9" mc,'delivery pressure.
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