HomeMy WebLinkAboutINSTALLATION OF GAS SYSTEMS'Copyright 2019 National Pre Protection Ass0dation(NFPA®). Lican agreement for individual use and download on 0.311142019 to St Was Bass for designated user Gary Stepaladch. No other repmdusGon or
transmission in any term pent 3Nout written permission of NFPA®. For inquiries an to report unautho D. contact licensing@nfpa.9CANNED
r Chapter 6 • Installation of LP -Gas Systems S�"7` BY
.RR i In 05H 1'P[11
/�7 Items (2)(d) and (2)(e) require further protection against accidental release of product. Plugging or
capping the outlet makes it less likely that a person unfamiliar with the risks of opening the valves
on tanks will release the product. Ensuring that a cap or collar are in place for older ASME containers
further guards against accidental release of product.
(f) The location of ASME containers shall comply with the "Aboveground Containers" col-
umn and the "Between Containers" column of Table 6.4.1.1 with respect to important build-
ings and lines of adjoining property that can be built upon.
(g) Where the provisions of (f) are impractical, alternative storage locations for containers
shall be approved by the authority having jurisdiction.
Item (2)(f) recognizes that the separation requirements for attached tanks also serves well for tanks
that are not attached. It also requires that underground tanks meet the separation requirements for
aboveground tanks when they are placed above ground and are awaiting removal.
Item (2)(g) recognizes thatthere maybe special situationswhere the requirements of (2)(f) are impracti-
cal and gives direction to the AHJ to determine alternative storage locations for these situations if preferable.
6.4 Container Separation Distances.
6.4.1 Aboveground Containers.
6.4.1.1* Containers installed outside of buildings, whether of the portable type replaced on
a cylinder exchange basis or permanently installed and refilled at the installation, shall be
located with respect to the adjacent containers, important building, group of buildings, or line
of adjoining property that can be built upon, in accordance with Table 6.4.1.1, Table 6.5.1.2,
6.4.1.2 through 6.4.1.3, 6.4.3, 6.4.4.1 through 6.4.4.4, and 6.5.3.6 through 6.5.3.11.
Minimum Distances
Fo i L
Y
Mounded or
Water Capacity h e rout+ Aboveground Between
per Container Containers' Containers Containers'
gat m3 An m ft In f[ m
0009 125-250
uNnob mom US 5o,
001-10 000
3oNVImIdW00 34od.,001-70,000
H0A 03M31A31J so°,001' 120,00o
120,001-200,000
200,001-1,000,000
>1,000,000
' See 6.4.2.1.
See 6.4.4.5.
See 6.4.4.4.
<0.5`
10
3
od
od
0 0
0.5-1.0
10
3
10
3
0 0
>1.0-1.9
4RUP
3
10
3
3 1
>1.9-7.6
10
3
25c
7.6
3 1
>7.6-114
50
15
50
15
5 1.5
>114-265
50 •
15
75
23
>265-341
50
15
100
30
%4 of sum of
>341-454
50
15
125
38
diameters of
>454-757
50
15
200
61
adjacent
>757-3,785
50
15
300
91
containers
>3,785
50
15
400
122
See 6.4.4.1, 6.4.4.2, 6.4.4.3, and 6.4.4A.
` See 6.4.1.3.
2017 LP -Gas Code Handbook
100' DRAINAGE -R/W
FQ ae
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8
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(LY�EA�BT
K=,5 /89.72
A=2'16'06"
R W LINE
FND IR&C
(NO ID)
— SOVEREIGN WAY_
(60' R/W)
E 'CiOU Py
N
W E
CERTIFIED TO: S
MICHAEL THEW SCALE : 1"=30'
�4
DESCRIPTION
LOT "A", BLOCK 16, ACCORDING TO THE PLAT OF QUEENS COVE UNIT 1. AS RECORDED
IN PLAT BOOK 11, PAGE 12, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA.
SAID LAND CONTAINS 0.23 ACRES, MORE OR LESS.
SURVEY NOTES
1. This survey is not wild without a signature and original embossed seal of a Florida
Professional Land Surveyor). �..
2. Description provided by client and/or their agent.
3. The lost date of field work was March 20, 2019 (Sketch).
4. Underground improvements and foundations were not located as part of this survey.
5. Bearings shown hereon are based an the East line of Lot "A"
bearing 501'59'30"W, as monumented. All bearings are relative thereto.
6. All boundary information shown is plat and calculated unless otherwise shown.
7. Property lies in flood zone "AE-4 and AE-5", per map 12111CO089 J. dated 2-16-12.
8. Additions or deletions to survey maps or reports by other than the signing party ar
parties is prohibited without written consent of the signing party or parties.
Nee EHa'AN HFREW WERE NOT ARSIRAC1Ea MR Ron OF
SRvAMCNE ArJ1 EIT15. AND/aR r--EHTs OF RENWO
:aRRAVGN. G DESI SHWU) Be OBtA AND M51RY
MERS THRgRN APPRWXATE IME VOISM IGN.
-VISION DESCRIPTION
1 CHANGE JOB NUMBER
2 ADD PROPOSED GARAGE. ADDITOTT ROI»a
3 UPDATE SURVEY
EF. JOB NO. DRAWN BYYDATE
04.0467 1 JPH 8/5/04
RCL 1 1"-V
LEGEND
A - CENTRAL mail
R = CURVE RADNS
L . CURVE TE M
Too - cucuuTm
Goa- MP of RANK
(P) - PUT
M + FOUND
Ra T_ SOJ R FEET
./— = PLUS aR UerRls
IR - 5/R'IRPY Rae
FPdt- RCNDA POWER AND UtlR
c.0 - OVEI aRUTES
Nee - N/!t INa m5R
P1 - PRCfE41DNAL LAUD SUR'F_YCR
0 - UsERSED BUSNESS
Ps. - PIAT Rome
PL - PODIT OF CtRVAnetE
&JVV." SJCVATQV
R/W = wwT-c,-w*Y
oz = ORNUSE F ENT
U.E - ucuw El4)IDn
O = Me is R (NO ID)
® " raBtE eox
® - TANR WATeR E
® = EVERSE v smws Tcwm R
M - REVERSE KVE
s'� EEVCE
cam- CRrE
V e
a' CH LINK FENCE
tN.E= WE YIuA NACEpT
a Dait4]1 .AT•-WAM F1EVAl10N
wYL= wATR YANA®IFHT TRACT
1YP - TYPICN.
/ems BOUNDARY SURVEY
A/ygng PREPARED FOR
MICHAEL THEW
RETNO1.
+L,
LAVE TUREPROFESSIONAL S ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD. SUITE D
FORT PIFRC[ fLORIDA 34945
7056 (772) 398-6430 PHONE (772) 398-642
Quality Steel Corporation AG/UG Propane Tanks
APPRnxIMATF ARnVFGRnUNDAINDFGRDUND (AG/UGI VESSEL DIMENSIONS AND SPECIFICATIONS
WATER
CAPACITY
DIAMETERPHeml.
OVERALL
LENGTH
OVERALL
HEIGHT
LEG*
WIDTH
LEG**
SPACING
WEIGHT
(Ibs.)
**QUANTITY
(OD
FULL LOAD
PER s-rACK
*120wg.
24"
5'-8"
3'
1'-31/2"
2'-1O1J2°
or 3'-11"
260
108196
16112
*250 wg.
30"
7'-10"
9'-8"
1'-5"
4'-11"
480
54
9
*320 we
30"
9'-7"
3'-8"
1'-5"
5'620
45
9
jSOO cog
3 ]IL3'
10'
4'-2"
1'-I
5'
950
37130
8 1 6
1000wg.
41"
Hemi.
16'
4'-5"
1'-8"
10'-1"
1,800
17115
515
1450 cog.
461/2"
Ellip.
17'-4"
4'-11"
1'-9"
11'-7"
2,650
12 -
4
1990wg.
461/2"
Ellip.
23'-11"
4'-11"
1'-9"
16'
3,520
8
4
Dimensions and specifications shown are appm)imate. Individual vessels may wry.
*legspaclngi/-2'. Leg widths and spacing mayvarybased on mfg.location. Check with your salesperson for details. 120,250, 320wg. standard tanks
- no holes in legs (one center hole on request). 500 and 1000 wg. standard tanks- 2 holes 16" on center. 1450 wg. and up as shown above.
**Full load and stack quantities vary by shipping location. Check with yoursalesperson for details.
General Specifications
Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section Villi 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
AGJUG dome.
Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid
applied epoxy primer coat followed by urethane top coat, 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
WPM I
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PROPANE CONSTRUCTION NOTES
1. All pipe and fittings above ground and Inside building shall be
SCH..40 Galvanized ASTMAl20. or AGA approved corrugated
stainless steel•(C.S.S.T.)"pipe.
2. All polypipe and fitUhgs shall be ASTNI D251-3 or ASTM D2517
and shall be buded-outside underground at a depth of 18" with
warning tape and tracer wire.
3. All pipe and meter locations are approximate and subject to
change.
4 All polypipe shall be joined by heat fusion or approved mechanical.
couplings.
5. Ail'galvanized pipe shalt be threaded.
6: All pipe -shall be pressure tested to.20 PSI -fot a period of 24
hours.
UNDERGROUND TANK INSTALLATION
2" 6o G'
DOWNGRADED AWAY
FROM DOME __ i
I ANODE CABLE
SACRIFICIAL ANODE .'�• r
(MAGNESIUM BAG) �_ •�; `
r • i �� Ifs
'
REGULATOR
"UTOA'S OFF AT
' OU 'SI'DE YAhYE
$ •X
'
h
_..
MISER 0.
. '
WARN t!G TAPE .. •
is
,{
-
_
RISER
:
t:
GRADE/CONCRETE SLEEVE
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SERVICE LINE
1m}�
TRACE HIRE
Bulletin LP-7: R122H
Type R122HFirst-Stage Regulator
Introduction
Features
• Dual Gauge Taps = Built-in 1/8 inch NPT gauge
taps ortillmd to a number 54 drill size on both
the mletand outlet side•:of the fepulaior allow for
easy .testing,
+'Durability - A fluorocarbon valve disc is;utilized
to improve lockup performance in systems with
contaminated'.gas:
• .Iroproved Regulation.A large fabric -reinforced
diaphragm and stabilizer clip deliver accurate and
stable regulation.
• Easy, installation — The units compact size and
easily accessible inlet and outlet wrench flats make.
installation easy even in the tightest installations.
:Figuref. Type .R122HFirst-Wage Rogulator
Corrosion -Resistant —Added corrosion resistance
from an internal and external coating process for all
castings;prior to painting, stainless steel relief valve.
spring and retainer and,a corrosion resistant relief
valve seat
Positive braining Spring Case —When installed
properly with'the spring case vent pointed down,
the design allows moisture formed in the spring
case to'drain out limiting the problems with
corrosion and freezing water in the spring case.
www. Fly H E Rre gu lato rs. co mf I p
F
EMERSON_
Process Management
Bulletin LP-7. R122H
rable 1 Ordering information
TYPE NUM8ER.
CAPACIttBNMR
Moms')
CONNEOTt4N3
12E"," :OUTLHr
NONMALOUTLETSETTINO
R122FFAAJ
...... 1,100,000
114-hdtxl(1-irw6NPT
_ jop%g(g69barj;
tCWUttYbtbaedm30PSIG(ZWbalbuUPresw OM209Gdmop
Figure 2:. Tj73a P12214 Dimensions. INCHES
LP-6asEgotpmeM
Ermrson Process Manasoment
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