HomeMy WebLinkAboutGAS PIPING SCHEMATICBY
St. Lucie PLANNING & DEVELOPMENT
BOARD OF SERVICES DEPARTMENT
COUNTY
COMMISSIONERS Building and Code Regulation
Division
TANK SIZE:
GAS PIPING SCHEMATIC
[A2]
[L4] [
[01 5 L7
i
L2] [L6]
[A1] [A3]
GALS.
APPLICANCE — TYPE/SIZE
Al
6;
A2
A3
A4
A5
A6
PIPING LENGTH & SIZE
[A4]
RECEIVED
[A6] JUI- 0 5 2018
IST.�Lucie County, Permitting
0/0%
[L1 ST.. LUCIE COUNTY
BUILDING DIVISION
REVIEWISD
[A5] FOR C®WiPU
REVIEWED 1Y
DATE -- L�3d W1O3
ITp
MUST NE KEPT ON JOB OR
..— I.— 1 Fj& arwilC
300 DDO BTU
BTU,
BTU
BTU
BTU
BTU
L1 -30 FT.
INCH DIA.
L2
FT.
INCH DIA.
L3
FT.
INCH DIA.
L4
FT.
INCH DIA.
L5
FT.
INCH DIA.
L6
FT.
INCH DIA.
1-7
FT.
INCH DIA.
L8
FT.
INCH DIA.
L9
FT.
INCH DIA.
L10
FT.
INCH DIA.
1-11
FT.
INCH DIA.
L12
FT..
INCH DIA.
(PIPE SIZE WAS TAKEN FROM
THE 2014 FBC FUEL GAS CODE -
TABLE 402 ()
Website: www.stlucieco.aov
2300 Virginia Avenue - Fort Pierce, FL. 34982-5652
Phone (772) 462-1553 FAX (772) 462-1578
Revised 7/22/14
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YMS
Between
First
-Stage
and Second -Stage M
Table 7c Polyethylene PlasticTube and Pipe S z ng
Regulators
' Maximum
undluted Propane
i LAs-nc TUBING
1/2 in• CTS
SDR 7.00
762
653
578
524
482
448
421
397
319
319
294
273
256
242
230
219
202
188
176
168
151
139
129
121
174
92
79
capacities listed ere
SIZE (CTS)
1 In. CTS
SDR 11.00
•9
5225
4472
3964
3591
3304
3074
2884
2724
2188
2188
2013
1872
1757
1669
1576
7503
1383
1287
1207
1140
1033
951
884
830
784
629
53�
n ou.nnhlot
based on 10 psig first
AND PIPE SIZE
7/2 In. IPS
SD6 91 33
2143
1835
1626
1473
73'i5
1261
1183
1117
99D
897
826
778.
721
681
g4g
617
567
528
495
468
424
363
383
340
322
228
5d-1999_
stage setdng and t
(IPS) (DIMENSIONS
3/4 In. IPS
SDR 11.0
i
3256
2950 714
2•—
2369
2238
1983
1797
1�
1539
1363
,.1294
1235
11�;�
1057
992
937
B49
781
726
682
644
617
443
psi pressure EN HESTCOpa
IN PARENTHESIS
1 In. IPS
SDR 11.00
7744
8628
5874
4898
4555
4274
4037
3578
3242
��
2775
2603
2459'
2336
2228
2050
1907
1789
1690
1537
1409
1311
1230
1162
933
798
des In t IN IDEBTU
ARE INSIDE
1-1/4 in. IPS
SDR32800
13416
11482
10176
9220
8483
7891
7404
6994
6199
6616
5167 .
4807
4510
4260
4046
3660
3551
- 3304
3100
2926
2653
2441
2271
2 331
2012
Isle
1383
DIAMETER)
DI
2 R IPS
SDR 11.00
36155
31155
27612
25019
23017
21413
20091
78978
16820
16240
74020
13043
12238
Length Of
Pipe Or
Tubing, Feet
30
40
so
60
70
.80
90
100
125
150
176
200
.225
250
275
300
400
450
500
600
700
800
900
1000
1500
2000
11560.
10979
10474
9636
8965
8411
7945
7199
8623
6781
5781
6467
4385
3753
.€
Table Reprinted From Tables 9.32 & F33 I01
i I
LEGAL DESCRIPTION:
BOUNDARY AND TOPOGRAPHIC SURVEY
ROLANp E ROLLM
THE SOUTH az FEETSATE OF IT F0 AND ALL OF O T JT. BLOCK 2.
INOIW RIVER ESTATE UNIT ONE, ACCORDING 70 THE PUT -
CONSTRUCTION LAYOUT SURVEY
A(/C . AW CONDRmNER
))
ICF•T. �GI Aim FROM iPAYD6E
NTA NOT m SCALE
-A . PFAWNkM CDNfNOL POINT
j T
� - _- _ E -"
THEREOF AS RECORDED ON PLAT 8009 10. PAGE 43 OF THE
PUBUc RECORDS OF ST. LUCIE COUNTY. FLORIDA
-
rF,.� DDRmORE
FPS .CONCRETE mOCN STRueruxE
(P . PLAT
P�a . 19Nf OF edoRwND
"
•
SW Ep
3221 JII CRUMPACKER STREET
C.— - CONCSTR=0N LAM. WRAP
C/P . EDGE OF PAVDIENT
PALL - PER m7ERENCE 1mNAMLNT
IR)
L
•
PORi ST. LUGE, FLORIDA 34953
-
[ar.. EOOE OF MASER
PLC -RAM OF gONAIURE
EIECIPDIOC RED RCOR
flRll.-
PA - POOR OF MIE S=N
SAS
mLE
772-873-4700
__--- -
IE1DOOIMwRWOE MR IMP"
FOUND
Am
NFVaMOF
: 0 SLOPE
t.oa . MP.OF BRIM
BENCHMARK REFERENCE:
MEND@il'ROUl6
YIP - IMTONAL GmOflC
VERTICAL DATUM OF IY79.
SETS T MAGG' "LL PL4 {9{S MAR ME rE:i
EWE OF PAVEMENT OF PNETRCE DRNE 9.1 FEET NORM AND
\
HA_ OC IBYB . NORM AMFA— VEROFK
.. • FEET EST OF ME SOUTHEAST CORNER OF LOT 31. BLOCK
/
\
\
DATUM OF Im
_
I. OF IOMN RNER ESTATES ONO ONE ASSUMED AN ELLV TON
OF 100.00 ON TOP OF R6 NAA. (SITE 6T11mOMNN —)
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YBLOCKSMUCR 111N R.T EFRT
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1
�CI1®ENBOtl.6E 6 ro
SO MAT�.
E.001TON .
PROPOSEDCONCRETE IXaF.B.
ALDB FEET BI6FEET ' n
-
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/
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atrm
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rro rIOTDI1c
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NOTE t B ts,
mmoe
R�
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ILCYCO�
�
p n j,,,P, +
� eN"No I @@@
@ 6. Tom mo • EA.
\
�'
1 9
----------�-- BRAdL MREEr -
(woo' POE RLHT-OF-"
CRAP= W"
T.
Lr-� ■
wm THE BFARFRas ARE BL= ON THE MESS .
RA]R-0E-1R ILNE V FOIETREE SAVE ANDTHE FAST UKE
0/ u) ]t BOOR z ACtalOIMO m 1RIE Pw d wDIAx
- Tmm
RAGE ESMT6.Nm m (SEE IEOAL ommem.) —cm
BEARS SOUTH OTOh1' EAST.
-i
r
L
In
ram- r•p
O
t %
fQ
.__
CERDHGTONS AS PROVIDED AIm'rOROro 8T CR@Rf
» G11RG IHER AND MCUSS` NUmNRGS
UEVATOlS BASED ON ASSUMED AND SHOWN I" V�
FLOOD ELEVATION INFORIA71ON
ADD DYu I BOOR I PACE I DATE I BY CHECKED
Ei8 O]/I4/2o17 R qEA
' I— I I De/m/mn I mm I R '
LEGEND:
O . SE 5/6' FOR R EM R WITH TAP PAS NUMBER 49O
• . SE 1I1G RAL 01 OmL PAS. MAW AM UNLESS
o-wOTHERWISE cRWL°"°i'
�• - BITE K=WWATER MER3. 1 OIL
WODD (ill
FJ . CONE Form fTAE LE ED
pl - ANCHOR L'OCUT FOIE (CDXC P.P.)
•--j . NOOK NO RDR REff
NDTUVETO
AL85
-- RDI TD SCALE
FOICIUME
1) mm SImA'N NOUN WERE NOT.ABSTRACTED
MR CSOQNS OMMIRNP AND/OR RGNr-
OF-MATS OF RECORB. '
2) NO UHOFMAOOXD OR INTERIOR
OWRTVEIEM$
WERE LOCATED OM1IPT AS NOTED.
IEOAL IRSOR mN AS SOPPLzO A COFM.
4 BUIDmAR G DO E I T OR MOMTO THE
5) ALL E4309M STERN ARE PER RECORD PLAT
UNLESS OSNDNME NOTED.
PLOT DATE AND TIME: 08/28/2017 9:53 AM EST
LOT SQUARE FOOTAGE 0.874f ACRE
sFUE: T' - 20•
DATE OF IASf FIEIO WORK 08/05/2017
I HEREBY CERTIFY THAT THE SURVEY SHOWN
HEREON COMPLIES WITH STANDARDS OF PRACTICE
FOR SURVEYS AS CONTAINED IN CHAPTER SA-17.
FLORIDA ADMINISTRATIVE CODE. PURSUANT TO
SECTION 472.027. FLORIDA STATUTES.
ROLAND E. ROLUNSI DATE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGL4TRATON NUMBER 4945
TRINITY CON -MINERS, LLC AG DOMESTIC TANKS
LIQUID -
WITHDRAWAL
S2
w
=
n i
u I
--I
OUTSIDE
DIAMETER
n t
�
n t
u
LEG
WIDTH
General Specifications
nforms to the last edition and addenda of the ASME code
Pressure Vessels, Section All, Division 1. Complies with
PA 58.
at 250 psig from -20° F. to 125' F. All tanks may be
ited to a full (14.7 psi) vacuum.
Finish: Coated with TGIC powder.
withdrawal opening located_ under the dome on the
vessels ONLY.
OVERALL LENGTH
DOME
RELIEF
VALVE
* PLUG
LEG SPACING
"J% NOTICE
% LP GAS �
FILLER
1 � i
VALVE
FLOAT
GAUGE NAME
PLATE
SERVICE I
MULTIVALVE - - -
ABOVEGROUND VESSEL DIMENSIONAL INFORMATION
Alllwessels dimensions are approximate
,WATER
OUTSIDE
HEAD
OVERALL
OVERALL
'LEG
LEG
WEIGHT
QUANTITY IN
OPACITY
DIAMETER
TYPE
LENGTH
HEIGHT" .
WIDTH
SPACING
(APPROX.)
FULL LOAD
*�1111120 wg.
24"
Ellip
5' - 5 13/16"
2 - 8 1/4" .
10 1/8"
3' - 0"
250 Ibs.
96
5454.2 L
609.6 mm
1671.6 mm
819.2 mm
257.2 mm
914.4 mm
113.4 kg.
*,250.wg.
31.5"
Hemi
7' - 2 1/2"
3' - 3 .3/4" +
12 3/4"
3' - 6"
480 Ibs.
63
646.3 L
800.1 mm
2197.1 mm
1009.7 mm
323.9 mm
1066.8 mm
217.7 kg.
`620 wg.
31.5"
Hemi
8'- 11 3/41'
3'- 3 3/4"
12 3/4"
4' - 0 114"
600 Ibs.
45
,1211.2 L
800.1 mm
2736.9 mm
1009.7 mm
323.9 mm
1225.E mm
272.2 kg:
500 4.
37.42"
Hemi
9' -.10"
3'- 9 11/16"
15"
5' - 0"
9101bs.
30
1892.5 L
950.5 mm
2997.2 mm
1160.5 mm
381.0 mm
1524.0 mm
412.2 kg
1900 wg.
40.96"
Hemi
15' -10 13/16"
4' -1 3/8"
16 1/4"
9'- 0"
1750 Ibs.
15
31L85.0 L
1040.4 mm
4846.6 mm
1254.1 mm
412.8 mm
2743.2 mm
793.8 k
14II65 wg.
46.77"
Ellip
17' - 6 7/8"
4' - 4 3/4"
' 21"
10' - 0"
2820 Ibs.
12
5545.0 L
1188 mm -
5356.2 mm
1339.9 mm
533.4 mm
3048 mm
1279.1 k
2600 wg.
46.77"
Ellip
23' - 9"
4' - 7"
21"
20' - 0"
3510 Ibs.
8
7570.0 L
1188 mm
7239 mm 1
1709.7 mm
533.4 mm
6096 mm
1592.1 kg
NOT AVAILABLE
Date: March 25, 2011
6" -12"
COARSE SAND
INSTALLATION OF ASME AG/UG TANKS
SACRIFICIAL ANODE -
(MAGNESIUM BAG)
LOCATE BELOW TANK
-12"
NOTE: MINIMUM BURIAL
REQUIREMENTS BASED ON
WIDTH AND LENGTH OF TANK
WITH LONG RISER SHROUD
AND MAXIMUM BACK FILL
REQUIREMENTS EQUAL
BACK FILL
COARSE SAND
INSULATED SOLID
COPPER WIRE
NOTE: OVER-ALL DEPTH OF BURIAL
—III—f I I- CALCULATED USING MAXIMUM 12"
BOTTOM FILL COARSE SAND
-III—III-
AND 6" MAXIMUM ABOVEGROUND
:. I=I I MI SURFACE SLOPE, ORIGINATING
-III=III- AT RISER COLLAR.
—III-I LOCATE BELOW
-III=I — AND AWAY FROM
�I I I -III- TANK
Date: June 6, 2011
Propane Tank Anchorage
Installation Calculations for
Flotation & Wind Stabilization
Tank . Approx.
Number Capacity
(Gallons)
1
2
3
4
5
6
7
8
9
10
1990
1450
1000
850
500
325
250
150.
120
120
Approval/Engineer's Seal
���wnnv
No.158
'
a
�
�J f41tOF
C'n°
` ,;'
s
oR I�s.
v �f1 9�
NA Lp�'O�vv
Tank
Water
Leg
Dia.
Length
Length
Surface
Weight
Buoyancy Y
Number
Capacity
Spacing
(in)
(inches)
(feet)
Area
Empty
Force
(Gal)
(inches)
(ft^2)
(lb)
(lb)
48 '.
287
23:.92
9567
3400
1.8231 ;" k
2
1450
139.5
48
208
17.33
69.33
2658
13104
3
1000r
121
41
1.92.
16 0.0 .
54.67
17 , 0
;: §41 Q ,,
4
850
86
41
165
13.75_
46.98
1440
7800
50U '
=60
37
119
' 9 92
-30.58
949
4486
6
325
60
30
119
9.92
24.79
597
2936 s
250,.
60
30 :.
,.94
83
'19 58
483
8
150
60
24
84
.7
7.00
14.00
314
1317
25,
.. 24
- . 80-...
6 67 -
133 ..__
25Z
-1047
10
1120
-
54
30
-
11.25
260
1044 a
The values represented here are for anchorage of submerged tanks. The uplift is due to the
water table pushing the tanks up when the water reaches the depth of the tanks.
Single straps should
be placed as close to 1-1/4"
enter of tank as possible
Strap or
NOTE: Loading
for strap and cable
7/32"
i
Cables
conditions is based upon 3150 lb.
Working Load Capacity.
Rix .
WARNING: Always check for
underground
utilities before installing
I
TUC
• �,�0 E
1N F Q
.'•
No.1 y
Auger Style
Earth Anchors
'
Strap: 1-1/4" X .031 Galvanized Steel, Class B, Grade 1, 4725 Tensile Strength.
ATE OF
`•, '• .,C p R O PGN
Viable: 7/32. 7 x 19 Galvanized Cable, 5600 lb. Breaking Strength,
' IVA1- E� �•'`
2 Anchors Required for Each Strap or Cable.
II
••.....a••
II Wind Anchorage*
Buoyancy Anchorage*
Tank Number of Straps or Cables Required
per Zone
k6ber 90 m 100 110 120 130
140
150
160
170
# Cables # Straps Anchor
i mph. mph. mph. mph. mph.
mph.
mph,
mph.
mph.
Required Required Pull Out
j p Q0(2) `0(2). l)(2).
1(2)
1(2)
2`
2
6... 6 .1 lbs.''
2 0 0 0 ..0(2)- 0 2
1 2
1 2
2
2
5 5 1577 lbs.
0.1(2)
..
1(2):.
2.
2
4. 4 1359 ;Itis..
4 0 0 0 0 1
1(2)
1(2)
2
2
3 3 1540 lbs.
0.. 4 1
1::
1(2)
...
2
._
2
2 2 1359
6 0 0 0 1 1
1
1
2
2
1 1 8841bs.
".7. , 0 : 0. . b 1 1
1
1.
1(2)
„2
1.:. ... 1 359 abs.
8 0 0 1 1 1.
1
1
1 2
1.(2)
1 1 816 lbs.
:0
11 10 0 0 1 1 1
1
1
1
1.
1 1 6531bs.
NOTES:
* Engineering data based on weight of a empty tank.
(2) - 2 straps or cables recommended ,for stabilization on longer tanks in high winds.
Eye or mobile home anchors must have a minimum of 5/8" shaft. `
Class.2 Soils require minimum of 30" anchor with (2) 4" disc.
Class 3 Soils require minimum of 34" anchor with (1) 6" disc.
Class 4A Soils require minimum of.48" anchor with (1) 6" disc.
Class 4B Soils require minimum of 60" anchor with (1) 6" disc.
TIE
DOWN'
ENGINEERING '