HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ON[Y:
DATE FILED: a 3 Q�
PLAN REVIEW FE : A RECEIPT NO.: 1PERMIT NUMBER: I LitA- 011 -a'
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue `s,C
Ft. Pierce, FL 34982-5652 'q/` /,
772-462-1553 6
t.
Cie L UCoU
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: lA?A ?0& llf�� & 3yq&
2. PROJECT NAME: Qi At'J jPi SITE PLAN NAME:
3. PROPERTY TAX ID #:�%
4. LEGAL DESCRIPTION (attach extra sheets if necessary): LAk45 A f -I -9 f y I��,. CF-3a)
►��,' K A, Lot 3q 6jQ14 2,73 -�*?9/7.
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO., Iq 8. LOT NO. T
9. PARCEL SIZE (ACRES/"-rr.): LOT DIMENSIONS:
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:—LAISEAL-L. —S&O 6ftU4 l
II. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[ ] SIDENTIAL r [ COMMERCIAL [ ] INDUSTRIAL
[OTHER (SPECIFY) �/ �A rA j iL A.nl� U *5
13. DESCRIPTION OF PROPOSED USE: ' le; (fir �� I jAL
14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR:
16. VALUE OF CONSTRUCTION: hmo--
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.'
SLCCDV Form No.: 001-02
UPDATED 6/25/09
OWNER INFORMATION
NAME:1- PAP4 c 1W N 16S
ADDRESS: R0� C(A� A, V,15 UUA
CITY: YOQj`STATE: V(r ZIP:q �P
PHONE (DAYTIME): 61(#) 0%, ' C671 Email: 59APM koG{L Nq 40, /lot- - Co vVI
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
Iftwa
PHONE (DAYTIME): ()
CONTRACTOR INFORMATION
STATE:
ST. of FL REG.CERT ST. LUCIE COUNTY CERT #:
BUSINESS NAME: ��A-1 i t— �i,e�'�Q,t ( _ CSS rn PANj
QUALIFIERS NAME: IMAj u t,.Or,L�flM�1 ,v►+a ir.
ADDRESS: Z?% I Fq 1C�Sf
CITY: West-Pi%L h lekc 4 'STATE: • 4 �
PHONE (DAYTIME): (541) (007 FAX NO..
ARCHIT/ENGINEER:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME): (�
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
ZIP:
ZIP: --Uq II
Email: kl!?W to&6� � F
ZIP:
ZIP:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included Nvith this building permit application.
St, Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowwner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROVIISE INt
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
` THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
SIGNATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before
me this /--' f 20- r �f
by
who is personally known "-or has produced
as identification.
ignature of
?TRAC R SI ATURE
STATE OF FLORID
COUNTY OF __
The foregoing instrument was acknowledged before
me this _,e2 day of _ -7-p 20__�l�
-��
by
who is personally known r has produced
as identification.
Signature of No
Commission No. A'��ly'�,�/y��►Y�Y J MATURO
`- --'J Commission No. MOVSPPY PVe..
`s MY COMMISSION #FF032562_.OhIY J MATUI
MY COMMISSION #FF03;
`'••'FoF°P' EXPIRES July 1, 2017 '•.',Foc'itioP�A EXPIRES July 1, 2017
407 398.0153 FloridallotaryService•com (407) 398.0153 FloridallotaryServlce.com
NOTE: TWO (2) SI D. EACH SIGNATURE MUST BE NO
THIS BUILDING PEMMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERIBUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
JOSEPH E. SMITH, CLERK OF,—'° CIRCUIT COURT.— SAINT LUCIE COUNTY
FILE # 3925219 OR BOOK 3( PAGE 507, Recorded 02/13/2014 at 0, PM
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.3-33'1— 7X7 f - d049 060 —
State of Florida County of St, Lucie
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Notice of Commencement.
Legal De} criptio of Property: (and st t address It available):
l,4tCeS hr �1 G�! J Ilgq��i g43�M 7SC�A LoT 3q &L 2u-I'aWj
General description of improvement �(164A L}— s' 00 6N— (�i�Y�� Iso „ m--5
Owner In
I ation of Lessee Inferma%�•on if the Lessee contracted for the improvement:
Name W O �;7
Address 14A&Rio!j� I AA J 51TL—�L � —
Interest in property:
Name and address of fee simple titleholder (if different from Owner listed above).
Contractor's Name: Art 4, MOArv�
Contractor Address.i2]71,i�54A t'�Al1iLaN �(�_jI-L o34Phone Number. �C (aj�c/ �jco
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address; Phone number:
Lender Name; Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by5ection
713.13(S) (a)7., Florida Statutes:
Name: Phone Number:
In addition to himself or herself, Owner designates of
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWN ER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CON51 DERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT. -
Under pena=,64-erle.e.'s
the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledu.'sAuthorizedOfficer/Director/Partner/Manager
(Signatory's Title/Office) // C—,
The foregoinglnstru asacknowledgedbeforemethif/ day of ,21L
By �( 1 twas C.iJ.(.iYl for
Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally known,_ or producedldentificatton
(Signature of N P c - State of " r
(Print, Type, or Stamp Commissioned Name of No !y�p ANTHONY J MATUF Uf entification produced
MY COMMISSION #FF032562
'�•?oW.... EXPIRES July 1. 2017
(407)39a•et s3 FIorlAallolaryService.com
STATE Of RGI WA
FAT. Lkk COG'i4ITY
THIS !do TD CEHTIFYTHATTHIS IS A
THI*" ,.M0 CORRECT COPY OF THE
ORIMAL.
i'I r" "L�RK
9Y:�
tJt l`f•kl
Date: ,
NEW WOLF GAS RANGE
85,000 BTU APPLIANCE
CONNECTION WITH FLEXABLE
CONNECTION LINE FURNISHED
WITH THE RANGE
S1. LUCIE C®UI
PLAN REVIEW
jiDg�
BLDG:
DATE:
ELEC:
DATE:
PLUMB:
DA-1E:
ME.Cti7-]aZ,,
DATE:.a
WALL OF THE RESIDENCE
LP GAS, TOTAL LOAD 85,000 BTU @ 11" W.C.
MAXIMUM LENGTH OF 3/4" PIPE RUN 100'
TABLES FBC 402.4 (24) & 402.4 (21)
+/- 14" 1/2 sh 40
metallic pipe sleeved
through the exterior
wall of the residence
Gas Riser
New 500 gal
underqround LP tank
1 s` stage
2"tl stage regulator
regulator
Shut off valve
3/4' Annodeless
Risers
.......................................................... F i L'W
+- 100' %" PE.
Underground, Min
12" coverage
Total load 85,000
Owner:
Brian Ruggles
9032 Champions Way
Port Saint Lucie, FL
Contractor:
Static Electric Company
Qualifier: Marguerite McDermott
561-242-8869
r r _
Underground Gas
STEP 1
Verify the polyethylene
(RE.) pipe being
assembled is the
correct size.
STEP 2
Cut pipe ends square.
STEP 3
Clean piping thoroughly
to assure there is no
dirt, grease or oil in
assembly area.
STEP 4
Chamfer end of pipe
using Continental's
chamfering tool with I.D.
gauge.
Patent #s 5,366,260,5,692,785 & 5,853,272
STEP 5
Mark the stab depth by
inserting the pipe into
the chamfer tool and
marking the pipe at the
entrance as shown.
STEP 6
If using chamfer tool
with ID gauge, check
for proper chamfer by
inserting pipe over
gauge.
STEP 7
Stab pipe completely
into fitting entrance.
STEP 8
Stab pipe completely
into fitting so that the
mark on the pipe is
within 1/8" from the
fitting entrance.
STEP 9
Repeat steps 1 though 4 for all Con -Stab joints.
STEP 10
To assure proper assembly and to comply with 49
CFR 192 Subpart J-Test requirements, the joint shall
be leak tested.
2
Gastite Division • 1116 Vaughn Parkway • Portland, TN 37148
1) Polyethylene (PE) gas piping shall be installed outside, underground only. PE is not approved for indoor use
or for encasement in concrete.
2) Underground gas piping shall be installed with sufficient clearance from any other underground structure to
avoid contact, to allow maintenance, and to protect against damage from proximity to other structures. In
addition, underground plastic piping shall be installed with sufficient clearance, or shall be insulated from
any source of heat so as to prevent heat from impairing the serviceability and reliability of the pipe.
3) Careful attention should be paid to layout and routing to prevent excessive stressing of the piping where
there is heavy vehicular traffic, or soil conditions are unstable and setting of piping could occur. ABS or PVC
piping may be used for additional protection.
4) Piping shall be protected from physical damage where it passes through flowerbeds, shrub beds, and any
other cultivated areas where damage is reasonably expected.
5) Polyethylene piping shall be installed so as to minimize thrust forces caused by expansion and contraction of
the piping. Typical polyethylene piping will expand or contract 1 inch for every 10' F temperature change for
every 100 feet of pipe.
6) Piping shall be buried or covered in a manner so as to protect the piping from physical damage and in
accordance with the following guidelines.
a) Cover Requirements — Underground piping systems shall be installed with at least 18 inches of coverage.
The cover may be reduced to 12 inches if external damage to the pipe is not likely to result. If a minimum of
12 inches of cover cannot be maintained, the pipe shall be installed in a conduit or otherwise protected or
shielded.
b) Trenches — The trench shall be graded so that the pipe has a firm, substantially continuous bearing on the
bottom of the trench. It should also be free of rocks and debris that would abrade the PE piping. This may
require additional material such as loom, topsoil or sand to create a level surface.
c) Backfilling — Where flooding of the trench is done to consolidate the backfill, care should be exercised to
see that the pipe is not floated from its firm bearing on the trench bottom.
7) An electrically continuous corrosion -resistant tracer wire (minimum AWG 14) or magnetic tape shall be
buried with the polyethylene pipe to facilitate locating. One end shall be brought above the ground at a
building wall or riser. The wire or tape shall not be in direct contact with the polyethylene pipe.
8) The maximum allowable pressure test shall be 150 psi and the maximum continuous pressure shall be 60 psi
.dote: The t:ecliniques outlines in. this bulletin are reconunended practice for generic applications.
Tliese practices must be reviewed for coinpliance wick all local fuel gas anti building codes.
Where a conflict exists between these techniques and local requirements, local requirements will
take precedence.
Con -Stab I.D. Seal` System Specifications Meets of Exceeds:
• NFPA-58 and NFPA-54
• ASTM D-2513, Category 1.
• ASMF., B31.8-1.995
IMPORTANT
• CAN/CSA-B137.4
• Listed with CS.A
CHAMFER THE
• Listed with IAIVIPO/UPC
ID OF PIPE
• US DOT Part 192.283
• ISO 4437
Ph: 1.800.662.0208 • Fax: 6I.`;-195.9407 • Web: www.gasflte.com 3
LP GAS SIZING TABLES FOR PE PIPE
Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas
with a Gas Pressure of 11.0 in. WC and a Pressure Drop of 0.5 in. WC
(based on a 1.52 specific gravity gas)
® 187
125
99
84
74
67
56
50
45
41
38
35
33
29
26
1073
720
571
484
425
383
325
286
257
235
218
204
192
169
152
® 1391
934
740
627
551
497
421
370
333
305
283
264
249
219
197
1983
1331
1054
893
786
708
600
528
475
435
403
376
354
311
280
3563
2391
1894
1605
1412
1272
1078
948
854
781
723
676
636
560
504
4724
3247
2608
2232
1978
1792
1534
1359
1232
1133
1054
989
934
828
750
10063
6755
5351
4535
3989
3592
3044
2678
2411
2207
2044
1910
1797
1581
1424
22
20
18
15
13
12 11 10 9
9
8
8
8
7
7
129
113
102
86
76
68 63 58 54
51
48
46
44
42
40
167
147
132
112
99
89 81 75 70
66
63
60
57
54
52
238
209
188
160
140
126 116 107 100
94
89
85
81
78
75
427
376
338
287
252
227 208 192 180
169
160
152
146
140
134
642
569
516
441
391
354 326 303 285
269
255
244
233
224
216
1207
1061
956
810
712
642 587 544 508
478
453
431
411
394
379
2516BTUh=1CFH
Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas
with a Gas Pressure of 2.0 psi and a Pressure Drop of
1.0 psi
(based on a 1.52 specific gravity gas)
1966 1319 1045 886 779 702 595 523 471 431 399 373 351 309 278
11300 7586 6008 5092 4479 4033 3418 3007 2707 2478 2295 2144 2018 1775 1599
14652 9835 7790 6602 5807 5229 4432 3898 3510 3213 2975 2780 2617 2302 2073
20877 14014 11100 9408 8275 7451 6315 5555 5002 4578 4239 3962 3729 3280 2953
37514 25183 19946 16905 14869 13389 11348 9982 8988 8226 7618 7119 6700 5894 5307
43429 29848 23969 20515 18182 16474 14100 12496 11322 10417 9691 9092 8589 7612 6897
105963 71131 56339 47750 42000 37820 32054 28194 25388 23234 21517 20108 18926 16647 14990
Tubing •
236 207 187 158 139 125 115 106 99 93 88 84 80 77 74
1355 1192 1073 910 800 720 659 611 571 537 508 484 462 443 425
1757 1545 1391 1179 1037 934 855 792 740 696 659 627 599 574 551
2503 2202 1983 1680 1478 1331 1218 1128 1054 992 939 893 853 818 786
4498 3956 3563 3019 2656 1 2391 2189 2027 1894 1783 1688 1605 1533 1469 1412
5903 5232 4740 4057 3596 3258 2997 2788 2616 2471 2347 2239 2144 2060 1985
12705 11175 10063 8529 7502 6755 6182 5725 5350 5036 4767 4535 4331 4150 3988
2516BTUh=1CFH
Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas
with a Gas Pressure of 10.0 psi and a Pressure Drop of 1.0 psi
(based on a 1.52 specific gravity gas)
2476
1662
1316
1116
981
884
749
659
593
543
503
470
442
389
350
14234
9555
7568
6414
5642
5080
4306
3787
3410
3121
2890
2701
2542
2236
2014
18455
12388
9812
8316
7315
6587
5583
4910
4422
4047
3747
3502
3296
2899
2611
26296
17652
13981
11849
10423
9385
7954
6997
6300
5766
5340
4990
4697
4131
3720
47252
31720
25123
21293
18729
16865
14294
12572
11321
10361
9595
8967
8440
7423
6685
53960
37087
29782
25489
22591
20469
17519
15527
14068
12943
12041
11297
10671
9458
8569
133476
89601
70967
60148
52905
47640
40376
35514
31980
29267
27104
25329
23840
20970
18882
® 297
261
235
199
175
158
144
134
125
118
111
106
101
97
93
1707
1501
1352
1146
1008
907
830
769
719
676
640
609
582
557
536
® 2213
1946
1753
1485
1306
1176
1077
997
932
877
830
790
754
723
695
3153
2773
2497
2116
1862
1676
1534
1421
1328
1250
1183
1125
1075
1030
990
5665
4983
4487
3803
3345
3012
2757
2553
2386
2246
2126
2022
1931
1851
1779
7334
6500
5890
5041
4468
4048
3724
3465
3251
3071
2916
2782
2664
2560
2466
16004
14077
12676
10743
9449
8509
7787
7212
6739
6343
6005
5712
5465
5227
5024
2516BTUh=1CFH
Ph: 1.800.662.0208 • Fax:
615.325.9407 • Web: www.gastite.com.
r
7
TECHNICAL DATA
1 /2" CTS
.625
7.0
0.090
3/4" IPS
1.050
11.0
0.095
1 " CTS
1.125
11.5
0.099
1" IPS
1.315
11.0
0.120
1-1 /4" 1 PS
1.660
10.0
0.166
1-1/2" IPS
1.900
11.0
0.173
2" IPS
2.375
11.0
0.216
Normal Pipe Size and SDR must be used to match fittings and IPS PE pipe.
Nominal Pipe Size and Min. Wall must be used to match fittings and CTS PE pipe.
S
The 642 service regulator incorporates
a molded diaphragm and increased
lever ratio into a conventionally
designed regulator. The result is a
lighter, more compact unit that provides
the power, capacity, and relief
performance of much larger regulators.
Reduced weight means easier handling
and installation. Reduced size means
easier installation in limited spaces and
a lower profile meter set. Typical
t1pplications include residential services,
2 PSIG systems, and small commercial
services.
Application:
Measurement range:
Operating pressures:
Max Inlet Pressure Rating:
Connection Size(s):
N
Residential & Light Commercial
2000 SCFH
IN. WC. - 5 PSIG
125 PSIG
1 /2", 3/4", 1", & 1-1 /4'
y1 PSIG (0.14 bar) - 1342 Residential Regulator - Models N, R
Typical Performance
Curves
Manufacturer .............Actaris
Type and Model ......... B42 R
Regulator:
Inlet Size ............. 3/4' NPT
Outlet Size .......... 1" NPT
• Orifice Size ........3/16-
Spring .................Yellow/Black
...(p/n 762650)
Set Point 2 PSIG with 10 psig inlet 0 50
scfh. All test results are reported at a
base of 14.7 psia and 60 F.
Relief Characteristic
Curves R Model Only
Manufacturer .............Actaris
Type and Model.........B42 R
Regulator:
Inlet Size ............3/4" NPT
Outlet Size .......... 1" NPT
Vent Size ............1" NPT
Set Point 2 PSIG with 10 psig inlet® 50
scfh. All test results are reported at a
base of 14.7 psia and 60 F.
-g42R� R E Gta 1:aT0 R. PERFO RMA NC E.
_ .. 2 - q SET: RGIUT- .
MMMMMMMMMM
MENOMONEE
a Sh, 0, -01600
OMMMMENIN
NONE@
q CIA "A.
44.2A. LlUZURVES=:LEVER'DISCONNECT
PRIG: $-ET,:P.O:{NT
YM
it 70' A 70 IW. 117 1m
INllT I'lIQ3SLll�
PMQ
'2 PSIG (0.14 bar) - B42 Residential Regulator Yellow/Black Spring (762650)
Position 5
Capacity Table (1 % Droop) - Models N, R I' NPT Oulet
to a
4 .1 9SM:
. . . . . . . . . .
3 1 0.21 100 (2.03)
120 (3.40)
160
apacitlas1h,scIth (iOihr) -Orifice Size
OR*
.1 On
Ri W-
(4.53) 200 (5.66) 270 (7.65) 280 (7.93) 320 (9.06) 340 (9.631
5 1
0.34
135 (3.82)-
170
(4.81):
230...
(6.51)
290.
(8.21).
400
(11.33)
420
.(11.89)
480 (13.59) 575 (16.28)
10
0.69
230 (6.51)
295
(8.35)
370
(10.48)
490
(13.88)
730
(20.67)
750
(21.24)
840 (23.79) 1075
15
1.03
300 (8.50)
415
(11.t)-
SW'-
(.14. 1
650
(18.41)
1000
(28.32)
1000.
(28.32)
20
1.38
370 (10.48)
550
(15.57)
600
(16.99)
840
"1230
1600
1940.
ZZ40
(23.79) 1-200
(34 1600
;45.31) �J.
154.93)
M.43)
(33.98) 1200
(45.31)
(33.98)
30
2.07
500 (14.16)
700 (19.82)
*900- (25.49)
40
2.76
600 (16.99)
880 (24.92)
1100 (31.15)
50
3.45
800 (22.65)
1090 (30.871.
1400 (39.64)
60
4.14
950 (26.90)
1250 (35.40)
1730 (48.99)
1900 (53.80)
2500 (70.79)
1600 (45.31)
2900 (56:63)
2400 (67.96)
3300 (9145)
80
0
11(
00
1,
125
5.52
6.89
8.62
1200 (33.98)
1600 (45.31)
2100 (59.47)
Capacity Table (2% Droop) - Models N, R
Alapacities.in sdfh:(M3/hr) - Orifice Size
"
`Inlet 12N, 0-imina,
ME
UW V,-�2"M
3 1
0.21
130
(3.68)
150
(4.25)
240
(6-80)
320
(9.06)
450 (12.74)
490
(13.88)
560 (15.86)
645 (18.26)
5 1
0.34
180
(5.10)
255
(7.22)
340
(9.63).-
460.
13.03)
680 (19.261
730'
(20.67)
925 (25.19)
1085 (30.72)
10
0.69
320
(9.06)
420
(11.89)
600
(16.99)
850
:24.07)
1240 (35.11)
1280
(36-25)
1540 (43.6 If
1710 (4
15
1.03
440
(12.45)
530
(15.01)
850
(24.07) ,
1190
1420
:-1920
2390
2800
3130
(32.56)
(40.21)
(54.37)
(67.68)
(79.29)
(88.63)
1 1600 (45.31) 16.00
12000 (56.63) 2000
1-2400 .(67.
(45.31)
(56.63)
20
1.38
530 (15.01)
590 (16.71)
1040 (29.45)
30
1 2.07
710 (20.10)
770 (21.80)
1430 (40.49)
40
2.76
875 (24.78)
930 (26.33)
1700 (48.14)
50
3.45
1050 129.73)
1140 (32.28)
.2.100 (59J71
60
4.14
IND (33.98)
1300 (36,81)
2400 (67.961
180
100
125
5.52
6.89
8.62
1500 (42.48)
1850 (52.39)
2100 (59.47)
1825 (91,68).
1950 (55.22)
2600 (73.52)
:2700. (76 4.)
3000 (84.95)
3500: (99'T1)'
Inlet Effect 13 0.01 PSIG 0.01-PSIG 0.62-PSIG 0.03 PSIG 0.03 PSIG 0 * 04 PSIG 0.06 PSIG 0.06 PSIG
Lock Up L; 0.06 PSIG 0.06-PSIG .0;0.8 PSIG 0.09 PSIG, 0.10 PSIG 0.12 PSIG 0.14 PSIG 0.14 PSIG
Nm
S. 9mV in aMpresm forl(I PSIG kMpnmm dWW
C. 0"pmwe kinum mFA-cdkr iock Lp
IB
NG
TABLE 402.4(1)
SCHEDULE 40 METALLIC PIPE
GaslNatura
Inlet Pressurel 0.5 psi or hessi
Pressure Dro0.3 inch W
S ific GravitA 0.60
PIPE SIZE in.
Nominal
114 1
318
112
314
1
1 1114
1 1112
2
2112
3
Actual ID
0.364
0.493
0.622
0.824
1.049
1 1.380
1 1.610
1 2.067 1
2-469
1 3.068
Len ft
Maximum Cavacitv
in Cubic Feet of Gas per Hour
10
32
72
132
278
520
1,050
1,600
3,050
4.800
8.500
20
22
49
92
190
350
730
1,100
2.100
3,300
5,900
30
18
40
73
152
285
590
890
1,650
Z700
4,700
40
15
34
63
130
245
500
760
1.450
2,300
4,100
50
14
30
56 '
115
215
440
670
1,270
2,000
3,600
60
12
27
50
105
195
400
610
1,150
1,850
3,250
70
11
25
46
96
180
370
560
1,050
1,700
3,000
80
11
23
43
90
170
350
530
990
1,600
2.800
90
10
22
40
84
160
320
490
930
1,500
2,600
100
9
21
38
79
150
305
460
870
1,400
2,500
125
1 8
18
34
72
130
275
410
780
1,250
2,200
150
8
17
31
64
120
250,
380
710
1,130
2,000
175
7
15
28
59
110
225
350
650
1,050
1,850
200
6
14
26
55
100
210
320
610
980
1,700
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 cubic foot per hour = 0.0283 m 31h, 1 pound per square inch = 6.895
kPa, 1-inch water column = 0.2488 kPa.
NG
http://infosolutiopG-com/icce/gateway.&I/Florida%2OCust^** Tue12004 FL/27/29?f=temp1... 3/13/2006
r
TABLE 402.4(21)
POLYETHYLENE PLASTIC PIPE
Gasf Natural
Inlet Pressurel 2.0 s
Pressure Dro1.0 s
Specific Gray. 0.60
PIPE SIZE In.
Nominal OD
1 l 2
314
1
1 1/ 4
1 1/ 2
2
Designation
SDR 9.33
SDR 11.0
SDR 11.00
' SDR 10.00
SDR 11.00
SDR 1•
Actual.10
0.660
0.860
1.077
1.328
1.554
1.94
Len ft
Maximum
CaDadtv in Cubic Feet of Gas per Hour
10
1,858
3,721
6,714
11,631
17,565
31,5E
20
1,277
2,557
4,614
7,994
12,072
21,6(
30
1,026
2,054
3,706
6,420
9,695
17,4'
40
878
1,758
3,172
5,494
8,297
14,9(
50
778
1,558
2.811
4,869
7,354
13,2'
60
705
1,412
2.547
4,412
6,663
11,9.
70
649
1,299
2,343
4,059
6,130
11,0-
80
603
1,208
2,180
3,776
5,703
10,2.
90
566
1,134
2,045
3,543
5,351
9.61
100
535
1,071
1,932
3,347
5,054
9;08
125
474
949
1,712
2,966
4,479
8.04
150
429
860
1,551
2,688
4,059
7,29
175
395
791
1,427
2,473
3,734
6,70
200
368
736
1,328
2,300
3,474
6,24
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 cubic foot per hour = 0.0283 m 3 /h, 1 pound per square inch = 6.895
kPa.
NG
http://infosolutior- --im/icce/gateway.dll/Florida%20Custr,r 7ue12004 FL/27/29?f=templ... 3/13/2006
THIS VESSEL IS DESIGNED FOR THE STORAGE
OF LIOUEFIED PETROLEUM GAS ONLY
HASP
TOP VIEW (Z-1000)
SLOTTED HOLE
E
CENTERED OVER
CIRCUMFERENTIAL
RELIEF VALVE
1
WELD SEAM
14 GA. COLLAR
Wn 1/2' X 3 1/2' SLOT
HINGE
HASP
®HINGEAl
II II
d� _71
—
w-
FLOAT 11
GAUGE 11
SIDE ELEVATION
- - We NAIL 10. SERIAL No. I I
CERTIFIED BY: AMERICAN WELDING &TANK
HAR/CO CORPORATION GAS a FLUID CONTROL GROUP
JESUP• 0E041)W-0LOOYFELD. bNU, SALT LAKE CM UTMMREMONT, OHK
2 2m MAXanA�LLLO-W. WORKING PR!a6. �al 'AT 400 °I
FOR GROUNDING MD-•-�--- *F AT 2 0 pal PLANT No.O
LUO DETAIL SEE i F C
— 40 I.D. DWG. N0. D-0 ,. SERIAL NO. = �j YEAR GUILT
HINGE
E 2 IA AT DDE LENGTH ID2 IN. OUTSI41 IN.
_
r HEAD THK. .202 IN. a * .t1e IN.
3 r ABOVE/UNDER AVM DA OURFACE
3 %/8 1P L GROUND TYPE AREA I72 SO. FT.
U LISTED CONTAINER HEADO.R. NEIAI
&lie
P. B at. ASSEMaLYFORLPMo WATER
�+ 4K HASP nsA K:AD.1— IDoo oALs.
L 7 A THIS CONTAINER
APOR INER II RE 1 0TTC ON AF A PRPSIODUCT K14VWG A
\ DIP TUBE LENOTH-00% FULL 6 40 CEO. F. D.T.• 11.5 IN.
—DOME SLOT DATA PLATE DETAIL
REGULATOR 6 GENERAL NOTES:
-BRACKET I. UFTINO LUGS DESIGNED FOR TOTAL LIFTING WEIGHT OF 2ZpE6
DETAIL. FITTING LAYOUT 2. TOTAL EMPTY WEIGHT IS JZZp.
3. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED.
4. COMPLETE TAN( DRIED TO REMOVE ALL MOISTURE.
6. NOTE DELETED
WITH V SF 6. EXTERIOR OF TANK TO BE GRIT BLASTED.
T. PAINT PER SHOP ORDER.
a. VACUUM PURGE TANK
uu'
0. DIMENSIONS ARE SUBJECT TO CHANGE WITH OUT NOTICE.
V (NON-PRESUMERETAINiNG COMPONENTS ONLY)
10. THREADS OF ALL FTTINOS TO BE COATED WIT{ COMPOUND
SUITABLE FOR USE WITH LP GAB.
11. FLOAT GAUGE TO BE INSTALLED WiTH FLOAT ARM 46.OFF
w / LONGITUDINAL CEHTELNE OF TANK.
LIMX
-`
DIY.
SIZE
TYPE
FII ZINGS
SERVICE
DARK
GTV.
---
DESCRIPTION
RF00
tl/ERW000
A
1
11/A
RELIEF VALVE
I
7
SHELL-0.21I'% IS 314'X 127 5114'-
S
I
1
XNFLG.
' '�
^'�
LOAT OAUOI
2
2
HEADS-4T I.D.X O20T-HEMIS
C
I
1-114
KNiIG.
ISTIT
PVEI2IS
FRLVALVE
1
2
LIFTING LUGS
E
1
Y4
XH ILO.
/154RI 120
PVE201ICLOB
MULTI VALVE
4
A
1
AARWLLT—Gl�—GRFF
DOME AIL_QILIGS1
F
1
LI
B
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C14EK{OR
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PVEIIIIS
CHEX-L K
I
I
DATA PLATE
TIOPil
1
ILIA
XH FLO.
I
S
REGULATOR BRACKET
A
1
DIP TUBE LENGTH • I I.S FOR 80 M
I
2
HINGE A HASP
314' 0 HOLES
i
(4) PLACES
1C 1/1
LONG.
WELD
1B
SEAMS
END VIEW
DVLU•No.
REV
BY.
DESCRIPTION
DATE.
ADAPTOR ,Y SA -NOS '
11
CDH
RELOCATED GROUNDING LUGS
412301
14
v4-
ADDED ANODE ATTACHMENTS
417SNI
0.2
15
CON
CORRECIEDSHELLCOURSES
hIAI
1000W.G.ABOVE/UNDERGROUND
PROPANE TANK-TYPE-AWT-OA
D-2
10
COIL
NEW NALIEPLAIE A CHEK{OK
I0n2AI1
�S—
IF
CON
ADDED HWOE A HASP AT SHELL
12111A1
_
AMERICAN WELDING & TANK
.
HARSCO CORPORATION GAS A FLUID CONTROL GROUP
Co"
AODEDNOIEATLEG DESCRIPTION
1tlN2
C011
AMAIp HAOHI PKFAAlAO!iG ILO PAI-;AH!
]/ESN]
LL21
CDH
CGMICrIOAFUIFVLV.ImmHod
IIHINI
j_S
CDH
CORRECTED SHELL LENGTH
H/1m]
01103100
RAC
•� coH
21 1
Z - low
CAST H-1 (AZ63) and HIGH POTENML FAAGNMIUM ANODES
76a dtlte soda �rrovrrdnM t tlrari60 piptloa ortarsk. rtds ttotftliNy slKermint tilt in to b�opmmw
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JP
58-102 LIQUEFIED PETROLEUM GAS CODE
Note 1: Regardless of its size, any ASME container filled on
site must be located so that the filling connection and fixed
maximum liquid level gauge are at least 10 ft from any
external source of ignition (e.g.. open flame, window A/C,
compressor), intake to direct -vented gas appliance, or intake
to a mechanical ventilation system.
Refer to 6.3.9.
min)
(Note 2) /.
Nearest line of adjoining
n property that can be /"
built upon
Note 2: Refer to 6.3.9.
Note 3: This distance may be reduced to no less than 10 ft for a
single container of 1200 gal (4.5 m3) water capacity or less,
provided such container is at least 25 ft from any other LP -Gas
container of more than 125 gal (0.5 m3) water capacity. Refer
to 6.3.3.
FIGURE L1(b) Aboveground ASME Containers. (Thu fWire for ill a&n ive proposes only; code shaggoverrt.)
G
For SI units, 1 ft = 0.3048 m
10 ft (min)
.e'(Note 2) - Crawl space opening,
window, or exhaust fan
• ono 10 ft (min)
e8s 6V (Note 2) /-
Note 1: The relief valve, filling connection, and liquid fixed maximum I"
Nearest line of adjoining gauge vent connection at the container must be at least 10 ft from any exterior
property that can be source of ignition, openings into direct -vent appliances. or mechanical
built upon ,,ventlation air intakes. Refer to 6.32.
Note 2: No part of an underground container shall be less than 10 ft from an
important building or line of adjoining property that can be built upon. Refer to
/ 6.3.2.
FIGURE I.1(c) Underground ASME Containers. (Thu figure for Mustrative purposes only; 'code shall govern.)
2004 Edition
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a
ING SIZING TABLES 58-83
Table 15.1(n) Maximum Capacity of CSST in Thousands of Btu per Hour of Undiluted Liquefied Petroleum Gases at a
Pressure of 11-in. Water Column and a Pressure Drop of 0.5-in. Water Column (Based on 152 Specific Gravity Gas)
EHD*
Flow
Designation
5
10
15
20
25
30
40
Tubing
50
Length A
60 70
80
90
100
150
200
250
300
13
72
50
39
34
30
28
23
20
19
17
15
15
14
11
9
8
8
15
99
69
55
49
42
39
33
30
26
25
23
22
20
15
14
12
11
18
181
129
104
91
82
74
64
58
53
49
45
44
41
31
28
25
23
19
211
150
121
106
94
87
74
66
60
57
52
50
47
36
33
30
26
23
355
254
208
183
164
151
131
118
107
99
94
90
85
66
60
53
50
25
426
303
248
216
192
177
153
137
126
117
109
102
98
75
69
61
57
30
744
521
422
365
325
297
256
227
207
191
178
169
159
123
112
99
90
31
863
605
490
425
379
344
297
265
241
222
208
197
186
• 143
129
117
107
Note: Table includes losses for four 90-degree bends and two end fittings. Tubing runs with larger numbers
of bends or fittings shall be increased by an equivalent length of tubing to the following equation: L = 1.3n
where L is additional length (ft) of tubing and n is the number of additional fittings or bends.
* EHD — equivalent hydraulic diameter — a measure of the relative hydraulic efficiency between different
tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Source: NFPA 54, Nadanal Fuei Gas Code, 2002 edition, Table 12.28.
Table 15.1(o) Polyethylene Plastic Pipe Sizing Between First -Stage and Second -Stage
Regulators: Nominal Outside Diameter (1PS)
Plastic
Pipe 1/2 in. 3/4 in. 1 in.. 11/4 in. 11/2 in. 2 in.
Length SDR 9.33 SDR 11.0 SDR 11*00 SDR 10.00 SDR 11.00 SDR 11.00
(ft) (0.660) (0.860) (1.077) (1.328) . (1.554) (1.943)
30
2143
4292
7744
13416
20260
36402
40
1835
3673
6628
11482
17340
31155
50
1626
3256
5874
10176
15368
27612
60
1473
2950
5322
9220
13924
25019
70
1355
2714
4896
8483
12810
23017
80
1261
2525
4555
7891
11918
21413
90
1183
2369
4274
7404
11182
20091
100
1117
2238
4037
6994
10562
18978
125
990
1983
3578
6199
9361
16820
150
897
1797
3242
.5616
8482
15240
175
826
1653
2983
5167
7803
14020
200
778
1539
2775
4807
7259
13043
225
721
1443
2603
4510
6811
12238
250
681
1363
2459
4260
6434
11560
275
646
1294
2336
4046
6111
10979
300
617
1235
2228
3860
5830
10474
350
567
1136
2050
3551
5363 3
9636
400
528
1057
1907
3304
4989
8965
450
495
992
1789
3100
4681
8411
500
468
937
1690
2928
4422
7945
600
424
849
1531
2653
4007
7199
700
390
781
1409
2441
3686
6623
800
363
726
1311
2271
3429
6161
900
340
682
1230
2131
3217
5781
1000
322
644
1162
2012
3039
5461
1500
258
517
933
1616
2441
4385
2000
221
443
798
1383
2089
3753
Notes:
(1) Maximum undiluted propane capacities listed are based on a pressure of 10 psig first -stage setting and
1 psi pressure drop. Capacities in 1000 Btu/hr.
(2) Dimensions in parentheses are inside diameter.
2004 Edition
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