HomeMy WebLinkAboutGAS PIPING SCHEMATICPLANNING & DEVELOPMENT
BOARD OF ' °`' SERVICES DEPARTMENT
COUNTYCOUNTY
COMMISSIONERS , Building and Code Regulation
Division
GAS PIPING SCHEMATIC
i
[A2] [A4] [A6] sC�4
[L4] [L8] 11.12]
C'o
%, y
TANK L1 L3 L5 L7 L9 L11
SIZE
L2] [L6] [1.10]
ST. LUCIE COUNTY
[Al] [A3] [A5] BUILDING OIVIS110N
REVIEWED
FOR C0MPL 1A 1
FIEVMWIEID 13Y
TANK SIZE: 1W GALS. PLANO ANO FRAMI
MUST 96 KOPT ON J-00 OR
JIR?I ,(®�irrdu �� 'lAI7E
APPLICANCE - TYPE/SIZE �-
AlDqjw S coo BTU r
A2 P G, DUCT BTU
A3 BTU
A4 BTU 9 f.
A5 BTUC"
A6 BTU LEI, _Fa.
PIPING LENGTH & SIZE
(PIPE SIZE WAS TAKEN FROM
L1 A FT.
3/q INCH DIA. THE 2014 FB C FUEL GAS CODE -
L2 -7 FT.
INCH DIA. TABLE402(_�)
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.
Website: www.stlucieco.aov
2300 Virginia Avenue - Fort Pierce, FL. 34982-5652
Phone (772) 462-1553 FAX (772) 462-1578
Revised 7/22/14
■ Corrugated stainless steel tubing (CSST) gas piping systems will be bonded
in accordance with Section G24.11.1 (310) of the Florida Building Code and
NFPA 54.
Underground gas piping will be installed at a minimum depth of 12 inches
below grade in accordance with Section G2415.12 (404.12) of the Florida
Building Code and NFPA 58.
■ Polyethylene pipe will be installed in accordance with 6.11.4 of NFPA 58
and the Florida Building- Code.
■ Carbon monoxide monitors will be installed prior to inspection and will
meet all code and safety requirements of NFPA 54 and the Florida Building
Code.
PAOEIQfi -- 0AIE0F FIELDWORK0411012018 DRAWN 0Y-WIS.M. ORDER tt25E37
BOUNDARY SURVEY'
3126 OLD EDWARDS ROAD, FORT PIERCE, FL 34981
w POINT OF__,l j
;.$ COMMENCEMENT !!
## NE CORNER OF THE SW 1
scnt0t as7 QUARTER OF THE NW I
�.' WARMOF:TFIENE' i
dUARfiEROI=5EC71t3N2t1' "` f
TOWNSHIP'35 RANGE 40 E.
LEGAL DESCRIPTION: > "'
A PARCEL OF LAND LYING WITHIN.IZ
cal SECTION 29, TOWNSHIP 35 SOUTH,
C RANGE 40 EAST, ST LUCIE.COUNTY,
FLORIDA, AND BEING MORE
C I PARTICULARLY DESCRIBED AS O
FOLLOWS: t '�
FROM THE NORTHEAST CORNER OF
THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE REMINDER OF t
NORTHEAST QUARTER OF SAID SECTION 29 — ° 111nnn
SECTION 29, TOWNSHIP 35 SOUTH, rOWNSHIP 35 SOU rt',
RANGE 40 EAST, RUN SOUTH 00.17' RANGE 48 EAST
20, WEST A DISTANCE OF 262.50 (NOT INCLUDED) SEGTii11'i e�' ,�
FEETTOTHEPOINT OFBEGINNING: j TO'13'N51lIP35'ITii, -;�}
THENCE CONTINUE .SOUTH 00'17' /Nl}NGS"$0F1Si°'"'d
(r ►raI U Isj "
20" WESTA DISTANCE OF 987.60
FEET; THENCE RUN SOUTH SM 52' 890,1i r �n� t
2 "WE DST f
0 STA t ANCE OF 84,12 FEET
TO THE NORTHEASTERLY RIGHT OF
FOUND
WAY OF THE-N.S.1.R.D.D. CANAL NO.
1 29 (ALSO KNOWN AS FIVE MILE
�+�. IRON I
CREEK); THENCE RUN NORTH 44' 24'
4
00' WEST A DISTANCE.OF 98.72
FEET, THENCE RUN
NCRTHWESTERLY A DISTANCE OF
t
199.04 FEET ALONG THE ARC OF A
\
CURVE CONCAVE TO THE WEST,
'HAVING A RADIUS OF 327.04 FEET
REMINDEROF
AND ACENTRAL ANGLE OF34.62'18';.
THENCE RUN NORTH 22°22'13' EAST
SECTION 29,
A DISTANCE OF 254.76 FEET;
TOWNSHIP 35 SOUTH,
yl`9r
THENCE RUN NORTH 89.69'50' EAST
RANGE 40 EAST
A DISTANCE OF 201.00 FEET TO THE
(,NOT INCLUDED)
POINT OF BEGINNING, LYING AND
BEING IN ST. LUCIE COUNTY,
FLORIDA.
�y
LESS AND EXCEPT THE EABTERLY
15.00 FEET FOR ROAD
RIGHT OF
WAY. '
FLOOD ZONE:
12111CO186J
ZONE: AE
ELEV. 9 FT.
EFF, 2/1612012
RERTIED TO:
NCENCE PILLS AND TOTONYA R.
MILLS
OCEANSIDE TITLE AND ESCROW
CENTERSTATE BANK, NATIONAL
ASSOCIATIONiSAOA1ATIMA
ALLIANT. NATIONAL TITLE
INSURANCE COMPANY
i
N_
m NC,
5001. CORPORATE WAY, SUITE 103
WEST PALM BEACH, FL 33407
NEXGENSURVEYING.COM
PHONE: 561.508.0272
I FAX- 611.608.6309
i LB 8111
AL =197.74'(C)
AL =199.04'(D
R = 3274 '(C)(Oi
A = 34'38'32'(C)
A = 34'52115'(D)
FOUND 112"
IRON ROD
'F.SET 25' E
TOP OF
BANKI
�v
$6W 59' S0"W
186.00'(D)
PORTION OF
SECTION 29,
TOWNSHIP 35 SOUTH,
RANGE40EAST
(INCLUDED)
OF
FOUND U2"
-IRON ROD
LEGEND
AAC ,AIR CONDlTfONER
IC) 47JU.CtfLAA7Ed3
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RUE -PUBLIC UTILITYEASEMEN7 3.6' E `
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WM •WA7ERMETER
FOUND112' .
q -NUMBER WCE
$URYb sfoli$; IRON ROD 988a 5Z 20-W
.')-ASPHALT
`t.� tONCRETE
•FENCESLIENFPRAND'CROSS BOUNDARY LINES AS 40.00'(D)
0 'WELL
SHOWN. GYNERSHLQOFFENCESNOTDETEIVIN'ED.
DC -WATER
- ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH
RECORD AND MEASURED UNLESS OTHERWISE NOTED
This c impact two -stage regulator is designed to reduce container
pressure down to 11" w.c. delivery pressure. It is ideal for "on -site"
cylinder applications, mobile homes and average domestic service
including small ASME and 100 to 420 pound DOT cylinders.
I
• Incorporates integral relief valve.
• With 15 PSIG inlet pressure, regulator is designed to not pass more
than 2 PSIG with the seat disc removed.
I
• Largei vent helps prevent blockage and has %" F. NPT for vent
piping.
• Compact size allows for easy installation — especially under
container hoods and within collars.
I
• Vent on the first stage is consistently in the down position.
• Built Irk pressure taps on both first and second stage regulators have
plugged %" F.NPT outlets. Plugs can be removed with a 3M 6" hex
alleH wrench.
• Select brown.finish.
1'he
M. NIT
F
NPr
' 404PE Vent Pipe -away
for first stage vent
�--
1
30 60 90 120 150 180 210 240 270
75,000 225,ODD 375,000 525,0D0 675,0D0
'/." F. NPT
eh" F NPT
F. POL
atera
Body, (First Stage) ....................................................... Zinc or Brass
Body (Second Stage) ................................................... Die Cast Zinc
Nozzle Orifice.......................................................................... Brass
Spring........................................ :.............................................. Steel
Valve Seat Disc ....................................................... Resilient Rubber
Diaphragm ......................... Integrated Fabric and Synthetic Rubber
V�
LISTED
LV40484 LV40411114V9 LV404111119
3/16" 11" w.c. at 100 9"- 13'w.c.
PSIG Inlet
is based on 25 PSIG inlet pressure and 9" w.c. delivery pressure.
Down
Over Outlet
9 o'clock
9 o'clock
Down
Over Outlet
9 o'clock
9 o'clock
525,000
Down
Over Outlet
9 o'clock
9 o'clock
Down
Over Outlet
9 o'clock
9 o'clock
404PE
A26 E(irs
100 Rego Dr. P.O. Box 247 Elon, NC 27244 USA wmv.regoproducfs.com Phone (336) 449-7707 Fax (336) 449-6594 � Q
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Table P-1 Propane Low Pressure (Standard)
Maximum Capacity of OmegaFlex TracPlpe CSST in Thousands of BTU per Hour Propane Gas
R 'f t',,U -NDO,24
(based an a 1.52 Specific Gravity 2520 BTU per cubic foot Gas)
Tubing Length (feet)
NW.M Itolommilsimmiflu
Ngt-I.]
3/8" 15 100 71 59
52 46 43 36 33 30 28 27 27 25 24 22 19 17 16 14 13 11 9
9 a a 8
wry
THE.
8 6 6 6 6
grggq, --g
A? Ni� M 1 "NES EON
NA, 'MM","ONE, I
.51"1
Sam -W
3141 25 545 388 318
277 249 226 198 177 161 150 146 141 133 127 112 103 90 81 73 63 57 52
49 46
5
27 MIMI ME *7 121,2:1
43 41 38 36 35 35 33
1114
39 1796 1240 jo22
sag 796 72a 632 567 SID 460 464 450 4Z4 40Z 361 329 Z87 256 2314 203 182 166 154 144 136 130 123 1*19
114 109 106
2' 62 6558 4645 3797
3290 12945 1 2688 12331 12085 1 1905 1 1764 11704 1650 1556 1477 1322 1206 1047 936 855 741 663 605
524 494 1
�97 1
--t— Tables abo%e"delc,ssesforfbur90-degree
13n where L Is the additional length of tubing
bends and two end fittings Tubing runs with larger -- numbers ofbends and/or fittingsshall be increased by the equivalent length u followingu --
and n is the numbp ofadditlonal fittings and/or bends. nu"' oftbingtotheeciation:
1560 1 1 1469 1448 1 429
4121 383
00
Table P-11A Propane Low Pracc.air.
Maximum Capacity ofTrilcPlpe CSST inThousands of BTU per Hour Propane Gas
(Based on a 1.52 Specific Gravity/ 2520 BTU per cubic foot Gas)
Tubing Length (feet)
111IN1111 N
.1111, 15 138 loo 82 71 65 59 52 46 43 40 38 36 35 33 30 27 24 22 19 17 16 14 13 13 11 11 11 9 9 9 9
3/4 5 763 545 446 388 348 318 M 249 226 211 204 198 187 177 158 146 127 112 103 go gl 73 68 63 60 57 54 52 51 49 47
W
Z,m-m
7
1 11/"39 2467 1756 -1438 1249 1119 1023 888, 796 728 674 652 632 597. 567 507 464 402 361 329 287 256. 234 217 203 192 182 174 166 160 154 149
Ri
2" 162 j9259 1655 9
8 15361 14645 41581379 3290 1�2945 2688 2490.12407 2331 2198 2085 1867 .1704 5 581 560 541
El-11)(EclulvalentHydraulicDlarneter) A theoretical size which reflectsthe hydmulicpertbrmance ofthe tubing. Itis notatrue physical measure. This numberls wed to compare Individualsizes between different manufactures.
Notes I , 1477 1322 1206 1047, 936 , 855 , 792 741 698 663 1632 1 60
The higher the EHD numberthe greater theflow capacity orthe piping. Tables above lnclud.losse3 for four 90-degree, bends and two end fittings. Tubing runswith larger numbers ofbends and/orfittin
of tubing to the following equatlom L-113nwhere l- Is the additional length aftubing and n Is the number ofadditlaitalfittings and/or bends gs shall be Increased by the equivalent length
4ow_nr,�M _
Quality Steel Corporation AG/UG pppane Tanks
�j LEG MDTH
1450 wg. AND LIP
ADDOMIMATF ARnvFGRnI ►rvn1I IMUGRnuNn,(Ac-11IM VFSSFL DII/IENSIONSAND SPECIFICATIONS .
ATER
,ACITY
ZP
DIAMETER
(OD)
HEAD
TYPE
OVERALL
LENGTH
OVERALL
HEIGHT
LEG*
WIDTH
LEG *:
SPACING
WEIGHT
(lbs.)
**QUANTITY
FULLLOAD
PERSTACK
24"
Ellip.
5'-8"
3'
i'-11/2"
2'-1011 2"
or 3'•11".
260
108196
16112
*250 wg.
30"
Hemi:
7'-10"
3'-8"
1'-5"
414"
480
54
1 9
*320 wg.
30"
Hemi.
9'-7"
3'-8"
1'-5"
9
620
45
9
500 wg.
37.1/2"
Hemi.
10,
4'-2"
1'-8"
5'
950
37 1 30'
8.16
1600 wg.
41"
Hemi.
16'
4'-511.
1'-8"
101"
1,800
17115
6 15
1450 wg.
461/2"
Ellip.
17'-4"
4'-11"
V-9" 1
117'
2,65u
12
4
1090 wg.
461/22"
Ellip:
23'-11"
4'-11"
1'.-9" .
v
3,52
8
4
Dimensions and specifications shown are approximate. Individual vessels may vary.
*Leg spacing+/- 2". Leg widths and spacing may vary based on mfg, location. Check with your salesperson for details. 120, 250, 320 wg, standard tanks'
- o holes In legs (one center hole on request). 500 and 1000 wg. standard tanks - 2 holes 16" on ceder. 1450 wg, and up as shown above.
** F�II load and stack quantities vary by shipping location. Check with your salesperson for details.
General Specifications
- Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section VIII, Division 1.
complies with NFPA 58.
- Rated at 250 psig from -20' F to 125' F. All vessels registered with National Board.
- Two service. options available:
Option 1: Ready -to -bury underground option, coated with either powder coated phenolic epoxy finish.
or liquid applied epoxy primer coat followed by urethane top coat, supplied with composite
AG/UG dome.
. Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid
applied epoxy primer coat followed by urethane topcoat, supplied with steel AG/UG dome.
- All vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel.
Updated June 30, 2015
M�
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(PULLED I I
1 4" SINGLE
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(2)HpQ -CLAMPS T(
ANCHOR (PULLED
TIGHT}
/Z
DETAIL
-
ABOVEGROUND HORIZONTAL TANK HOLD. DOWN D
INSTALLED PER
ftNERAL NOTES: —OUT CAPACITY AS SHOWN BELOW. ANCHOR8 $14ALL BE
HELICAL. 'HAVE. AN ALLOWABLE PULL VERIFY -ANCHOR CApAQjTy WITH
. L. ANCHORS 5HALL . . CAP ly
I . f4c 41,30%Q RER TO'ACHIEVE STATED LOAD CAPACITY. ACITY VARIES I . TH SOIL TYPE
SOILS F U MED.
-,�650#
2
INSTALLATION
LOCAL CODES AND IS THE
KI 4,bR'9,0.NDEkGROq RE DEPENDENT UPON
�1215 GAL TANK PO
r �D UTILITIES PRIOR To ANCHOR I '
STRUCTURES AND
FEATURES A
To ADJACENT STR
Lochfo OF THE BASE
�pl EP S ONSIBUTY OF OTHER COLLAPSE. ()k LATERAL MOVEMENT' DURING
Es
l4.'. THE„ TANK 'AS SHOW, BEEN DESIGNED TO PREVENT FLOTATION,
�q,0'013`EV T-,' C.,w'.
LOAD DES�G j.FERIA
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