HomeMy WebLinkAboutGAS PIPING SCHEMATICSCANNED
BY
BOARD OF
COUNTY
COMMISSIONERS
TANK
SIZE
[A2]
[L4]
31
GAS PIPING SCHEMATIC
1.21 [1
[A1] [A3
TANK SIZE: 2Sy GALS.
[A4]
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Building and Code Regulation
Division .
[A6]
1.7 L9EREVIEWED
CIE COUNTY
,6] . VIEWNG B®®�I
OMPLIl�
r ``[AAN PERMITKEPT ON JOBOR
ION WILL BE MADE
APPLICANCE — TYPE/SIZE
Al 7-3 i, OC70 BTU
A2 BTU
A3 BTU
A4 BTU
A5 BTU
BTU
A6
PIPING LENGTH & SIZE
L1 z- S FT.
pp
g K &CH DIA.'
L2
FT.
! INCH DIA.
L3
FT. _
INCH DIA.
L4
FT.
INCH DIA.
L5
FT.
INCH DIA.
L6
FT.
INCH DIA.
L7
FT.
INCH DIA.
Lg
FT.
INCH DIA.
Lg
FT
INCH DIA.
L10
FT.
INCH DIA.
L11
FT.
INCH DIA.
L12
FT.
INCH DIA.
Revised 7/22/14
(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
SCALE 1" = 20'
E®UNDARY SURVEY
SITE ]ALAIV
S00"00'00"E 132.00, /
DESCRIPTION:
LOT 47 k 45, BLOCK 20, INDIAN RIVER ESTATES UNIT 8,
ACCORDINU TO THE PLAT THEROF AS RECORDED IN
PLAT BOOK 10, PACE 57, PUBLIC RECORDS OF
¢
66.00' 66.00
Sr. LUCIE COUNTY, FLORIDA
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EXIST.
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LOT 46 IQT T FENCEBOGWJS
VACANT
RW: 'l/ON
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]6.0'
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W �
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27.ISi O
PROP. PATIO PROP.
ME8 /
u
- LOT 49
OCCUPIED"
LOT 46
^ OCCUPIED
PROPOSED
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C.B.SMUST.
RE$iV
y�
SEP77C
MST.
\ ' a ,ar SFP C
PORCH u27.J71 OO 0
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-PROP.-__. _
. . OP. TANK
4' AOGWIRE
^
-
. FENCE
4
LEGEND: o� s�0^00'a0"E 132.00'
E.O.P. = EDGE OF PAVEMENT o��
ELEV. = ELEVATION ola
F.F.E. = FINISHED FLOOR ELEVATION S90.00'00"E ` SILVER OAK DRIVE
P.O.B. = POINT OF BEGINNING 157.00' ^ 60' PUBLIC R W
P.O.C. = POINT OF COMMENCEMENT 20' PA T
WPP = WOOD POWER POLE
= PROPOSED DRAINAGE FLOW BENCHMARK:
ELEV- 15.42 N.A.V.D. BB
SURVEYOR'S NOTES:
L. TH19 SURVEY RI PREPARED FOR SOUTHERN ATLANTIC DEVELOPMENT
r
a
2. THE LANDS SHOWN HEREON WEBS NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -RAY
n n
OP RECORD.
7
0. 'VISIBLE ENCROACOMENTS ARE AS SHOWN.
e
4. ELEVATIONSSHOWN HEREON ARE NA.V.D. 60 DATUM.
6. NOTICE: THERE MAY BE ADDTR
IN THE ONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY
THAT MAY BE FOUND PUBLJC RECORDS OFTHIS COUNTY.
m
m a a
6. THIS HEMS IN THE PROPERTY OF TERRY L MACDEVITT AND SHALL NOT BE
REPRODUCED IN WHOLE OR PAST WITHOUT THE PERMLSSION OF TERRY L MACDEVITT
Zk
C
C
a 3
IN IIRTILNC.
F F
lip
7. BEARINGS SHOWN BBItRON ARE BASED ON 1'BE EAST 11NH OF LOT 47.
WHICH SHANH 9.0O'00T00'E. ALL BEARINGS ARE.RMATIVE THERETD.
o
C 0
8
6. BOUNDARY DIMENSIONS BROWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE
NOTED.
JOB NUMBER
9. CITY WATER IN AVAILABLE
17-OA5
10. [ANDS SHOWN HEREON UE WITHIN ZONE 'E' ACCORDING TO THE FLOOD INSURANCE RATE MAP
SHENT
PANEL NO. L2111CO201 J. DATED VERRUARY 16. 2012
11.CONTRACTOR 10 RESPONSIBLE FOR VERIFYING ALL SITE PLAN INFORMATION PRIOR TO CONSTRUCTION
I
OF
I
RWAs for oesrgne cu
Copydght2015 Natlonal Fde Protection AssociaDon (NFPA). Licensed. 6y agreement for individual use end download on Marrlr 3.2D1f a �, mnled Ureneln9@�JDd°�
form ` wilhaut written of NFPA. For Inquires or to report una r',
9 any 1,- rl permission
- r
Chapter 15 • Pipe and TUbing Suing Tables
;
BeOt'een Fi�sf-Stage and Second -Stage
TABLE 15.1(o) Polyethylene Plastic Pipe S"g
Regulators: Nominal !Outside Diameter (IPS
Gas:
Undiluted Propane
Inlet Pressure:
1 .00
Pressure Drop:
1.0 psl
1peeific Graph),:
1.52
Plastic..._ _._:.._.. _. ._... _. _
_ _....
1'I ita
2 in.
Pipe % in. '
- Length SDR 9.33 SDR II.O
ng
SDR 1>Dd SDR iO.OQ
OR I1.00
1554(1.943)"
(' )
OR 11.00 -
(0.660) (0.860)
(1.M
1328
(1.328)
0 2143 4!"29
7744
13416
2026D
15368
36402
'fp 1835 3673
6628
1176
10176
-15368
27612
27612
50 1626 3256
5874
5322
9220
13924.
25019
60 1473 2950
1355 2714
4896
8483
12810
23017
70
80 1261 252,i-
4555
7891
7404
11918
10562
21413
90 1183 2369
4274
4037
6994
10562
18978
18978
100 1117 2238
1983
3578
6199
9361
16920
125 990
897 1797
3242
.5616
-8482
]5240
150
175 826 1653
2983
5167
78033
7 5Q
14020
13043
;DD-----I-7q8-.-------4-5 , -- .
2603
4807
4510
6811
--
12238
225 771; 1443
681 1363
59
250
275 646 1294
�
2436
4046
6111
10979
300 617 1235
2228
2050
3860
3551
5830
5363
10474
9636
350 561 1136
528 1057
1907
3304
4989
_
$965
400
495. 992
1789
3100
4681
8411
450
500 468 937
1690
2928
4422
7945
600 424 849
600
'1531
1409
2653
2441
4007
3686
7199
6623
390 791
363 726
1311
2271
3429
6161
90D 340 682
1230
2131
3217
5781
322 644
1162
2012
3039
1000
258 517
.933
1616
2441
4385
4395
150D
221. 443
798
1383
2089
3753
2000
IPS: iron pipe size' SDR: Standard dimension ratio.
Notes:
(1) capacities are in 1000 Btu/lu:
(2) Dimensions in parentheses are inside diameter.
2014 LP -Gas [ode Handbook
d
1/8" GALV. CABLE W/
ANCHOR (PULL2)HDG CLAMPS 0 (PULLED T<
TIGHT)
\\/ HELICAL ANCHOR STRAP
(2) LAYERS OF 30#
FELT BETWEEN STRAP AND TANK
CLAMS T
AN)CH R (PULLED 0 \ \ \//\
TIGHT)
UNDERGROUND TANK HOLD DOWN DETAIL
GENERAL NOTES:
1. HELICAL ANCHORS SHALL HAVE AN ALLOWABLE PULL—OUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE INSTALLED . PER
ANCHOR._1vlAfl-WtORER;TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH
SOIL] E CC(�iNTEdZfCt :':
50Q;GALVVJK '."t .. 1350#
A,iO PAL T . -. ; • . , •. 350 _.
`2. S CHECK�OR"UNDI=RGRO JAIR'UTILITIES PRIOR TO ANCHOR INSTALLATION
3. `LOCATION OF TANK RELAI7VE'TO ADJACENT STRUCTURES AND FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS THE
?RESPONSIBILITY OF OTHERS.
"4;;.; THE STANK .AS SHOWN HAS. BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT DURING THE BASE
IfL,�OD,.. EVf MT
0 COPYRIGHT 2016 — FARLEY ENGINEERING, LLC
GINEERTNU _
PA DAT AMERIGAS Consulting Engineer #40111 — CA28108
08.19 Oa6 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958
F 1