The URL can be used to link to this page

Home My WebLink AboutPROPANE PAPPERWORKBOARD OF COUNTY COMMISSIONERS GAS PIPING SCHEMATIC TANK SIZE TANK SIZE: GALS. APPLICANCE — TYPE/SIZE Al C A2�'�_. ILA. 2 A3 A4 A5 A6 FILE [AS] COO BTU BTU PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulation Division SCANNED BY St. Lucie County py. ST. LUCIE COUNTY 13UILDING DIVISION REVIEWED Fg&COA4PLJANCE REVIEWED BY DATE PLANS AND OERMIT MUST B KEPT ON JOB OR NO INSPECTION WILL BE MADE. /%/O— D7// PIPING LENGTH $ SIZE a (PIPE SIZE WAS TAKEN F90M L1 10 FT. INCH DIA. THE 2014 FBC FUEL GAS CODE- L2 ys FT. 3 INCH DIA. TAB LE402(�ja L3 FT. INCH DIA. L4 FT. INCH DIA. E'�'�`�-- air, IOk aS '-PS i L5 FT. INCH DIA L6 FT. INCH DIA. LT FT. --FT. INCH DIA. L8 INCH DIA. L9 FT. INCH DIA. A10 FT. INCH DIA L11 FT. INCH DIA 1_12 FT. INCH DIA. . CSS' - 7AAc Pi P6- // "w. c , wri%esg Website: vninvsOucl co coy 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Revised 7/22/14 Phone (772) 462-1553 FAX (772) 462-1578 c • M' TANK MUST BE WBTAL UM 1 PLANE A=URRACYO Ut�Bw Um JN W�. C.O.p FOR THE BOLEUM QAs n SCANNED BY :ie County Tppmm .Oct LKI FOR ANY UNSPECIFIED weLe MmTAU e FITTING LAYOUT DOME BRACI(Er FOR UGGREEN ONLY ' RE ®nt IMWELD HOLES : vSPAM Qttv G��qv � �rre� rnwrNa �; u• VMGHTOF lWW ! l ltlrl]J • 58-I16 LIQUEFIED PETROLEUM GAS CODE - 'lable16.1(n) 'olgefliyle_ ne:Fl�he'.=IE3 EMOQ GAS O / Undiluted • Gas: Propane Inlet Pressure: 10.0 prig Pressure Drop: 1.0 psig Specific Gravity. 1.52 Plastic Pipe % in. SDR % in. SDR 11 1 in. SDR I1 1 % in. SDR 11 1 %s in. SDR 11 2 in. SDR11 Length(fr. 9.33 0.660) (0.860) (1.007) (1.328) (1.554) (1.943) wF : _INTENDED USE: Sizing Between Firsts_ tag6 Pressure Regnlator'and Second.Stage (I;ow Pressure} Rcgul`af , 30 2140 2390 7740 13420 20300 36400 40 1840 670 6630 11480 17300 31200 �50 1630 5870 10180 15400 27600 60 1470(,:33260 5320 9220 13000 25000 70 1360 2710 4900 8480 12800 23000 SO 1260 2530 4560 7890 11900 21400 90 1180 2370 4270 7400 11200 20100 100 1120 2240 4040 6990 10600 19060 125 990 990 3580 6200 9360 16800 150 897 897 3240 5620 8480 15200 175 826 826 2980 5170 7800 14000 200 778 778 2780 4810 7260 13060 225 721 721. 2600 4510 6810 12200 250 681 681 24.60 4260 6430 11600 275 646 646 2340 4050 6110 11060 300 617 617 2230 3860 5830 10470 350 567 567 2050 3550 5360 9640 400 528 528 1910 3300 4990 8970 450 495 495 . 992 3100 4680 8410 500 468 468 937 2930 4420 7950 600 424 424 849 2650 4010 7200 700 390 390 781 2440 3690 6620 800 363 363 726 2270 3430 6160 900 340 340 682 2130 3220 5780 1000 322 322 644 2010 3040 5460 1500 258 258 517 933 1616 4390 2000 221 221 443 498 1383 3750 IPS: Iron &pe Sue. ' SDR: Standard Dimension Ratio Notes: (1) Capacities are in 1000 Btu/hr. (2) Dimensions in parentheses are inside diameter. Cog MUM0<6AS Agv Co. o?E 2017 Edition ANSI Z223.1-53 PIPS SIZING Table 6.3 (h) Corrugated Stmb3 ess Steel Tubing (CSST) i ,/'� �y / 1 / •AC E T_ /ER� IV! Gas: Undiluted Propane Lilet pressure: I1.0 n. w.c. P,-- Drop: 0.5 O .ifs-/V SKI Specific Gmvitr. 1.50 1,_ - Tube Size (EHD) How M• 1 Designedon: 13 15 18 19 23 25 30 31 37 39 46 48 60 62 Length (ft) Capacity in llun--cis of Btu per Hour 5 72 99 181 211 355 426 744 863 1,420 1,638 2,830 5,270 5,780 6,550 10 50 69 129 150 254 303 521 605 971 1,179 1,990 2,320 4,110 4,>40 15 39 55 104 121 208 248 422 490 775 972 1,620 1,900 3,370 3,790 20 34 49 91 106 183 216 365 425 661 847 IAD0 1,650 2,990 3,290 25 30 42 82 94 164 192 125 379 583 762 1,250 1,480 2,630 2,940 30 28 39 74 87 151 177 297 344 528 698 1,140 1,350 2,400 2,680 40 23 33 64 74 131 153 256 297 449 610 988 1,170 , 2,090 2,330 �50 20 30 58 66 118 137A 227 265 397 548 884 1,050 1,870 2,080 60 19 26 53 60 107 126 207 241 359 502 805 961 1.710 1,900 70 17 25 49 57 99 117 191 222 330 466 745 890 11590 1,760 80 15 23 45 52 94 109 178 208 307 438, 696 833 1,490 1,650 90 15 22 44 50 90 102 169 197 286 414 656 787 1,400 1,550 100 14 20 41 47 85 98 159 186 270 393 621 746 1,330 1,480 150 11 15 31 36 66 75 123 143 217 324 506 fill 1,090 1,210 200 9 14 28 33 60 69 112 129 183 283 438 531 948 1,050 250 8 12 25 30 53 61 99 117 163 254 390 476 850 934 300 8 11 23 26 50 57 90 107 147 234 357 439 777 854 EHD: Equivalent hydraulic diaeter. A measure of the relative hydraulic efficiency between different tubing sires. The greater the value of EHm D, the greater the gas capacity of the tubing. Notes: (1) Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings o shall be ineased by an equivalent length of tubing to the following equation: L= I.Sn, where Lis additional length (fr) of tubing and n is the number ofadditional fittings and/or bends. (2) Ali table entries are rounded to 3 significant digits. Mo1AEO0XER#* F"GENE Col17 o&Crmrog (CA S) : AaR- rir4 cfl opwE 2015 Edition Z1gTjp �E-rA 90, 000 ,S APP 3I Rix c A I 64 S EnJ G zej�-c K. 4P-,Td Co. ?Ro pAtj GkcPjsl' 3-S X/y X/ ; 9 J C�KTP : 901 coo s CA f E-Oo CL.L . FT 0 L/�600 EQ. ��N c� AS� : /(A RomW Co: RD ,4n1 E BEARING REFERENCE: CENTER LINE OF SCARBOROUGH COURT AS S. 8404846' E. ALL BEARINGS SHOWN HEREON REFERENCED THERETO. S SCALE:1"=30' R'775. 00, 1_1220$ S Cq cn 12�2 N ` 0v 40UND IRON CAP NO LD.ATT J r�WCREI��sp'�CnT.OF O T RIE POIM OFCURVE 5ET 1/2'IRON ROD 4 R--7J5 U77fR Wle \ t CAP F.5.M.# 5G39 WA a x ry !'� �'� ACDRI �s- r])T- fl PI 14.15, Sd. v/ LOT L PAV 41 th"eft �IIr 1p� of ONE 5TORY �V P RE51 E # 940.10 nfj OOL PUMF 5Er 1/2'I9ON ROD t CAPF.5.M.#509 ?, 4 • T POOL i \'\ r1J', slip ao�. tOl PR SER66 /s /0ot 9°J60 */G' di�5f�ANri9 U. 4C7-/52 / / 23 AERIAL PHOTOGRAPH )MAYNOTSHOWLATESTWPROVQAENTS) (NOLTOSCALEI m 5Fr LITIRON ROD 22 r'o'q-PAVV3& 32VS eN'e 3 3rimA jo ,LrNS t f l FOUND IRON ROD t CAP NO I.D. untaanuWNHtLttUNANOTHEIRRELARONSHIPTOTHEBOUNDARYLINE """""`"""'ura umic IU UTIUTY EASEMENTALONG NORTH PROPERTYLINE IV WATER MANAGEMENT EASEMENTALONG EAST PROPERTY LINFr - 4obid—* 0;) DRIVEWAYEXTENDS THROUGH NORTH EASEMENT TNssurvey has been isuedbythe rIouringLandtecSmeNngofice: FLEASENOM 600 Fairway Drive - Ste. 101 SUBJECTPROPERMSSERMEDBYPUBIIC VTMIES Deerfield Beach, FL, 33441 ND APPROVAL FOR CONSTRUCDONRASBEENHADEBYMOFFICE NDT ,=2F - ANembu: 973545E NY. Office: (561) 367-3587 Fax: (561) 465-3145 D,By: B.TAB Rev_ S U R V E Y I N G www.LandtecSurvey.com -'--" "°1106Ren1E ". ln°vatne, y DaledFi¢IdWaAe: OeR1Q0f9 Rev., LIENSED BUSINESS# 8007 --• mearuro6ly 6ettert LEGAL DESCRIPTION: Lot 23, PODS 12 & 13, PUD 1 AT THE RESERVE, SCARBOROUGH EST, according to the plat thereof as recorded in Plat Book 45, Page(s) 13, of the Public Records of St. Lucie County, Florida. PROPERTY ADDRESS: 9405 SCARBOROUGH COURT PORT SAINT LUCIE, FL 34986 INVOICE NUMBER: 97354-SE DATE OF FIELD WORK: 06/21/2019 CERTIFIED TO PROPERTY TRANSFER SERVICES, INC OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DREAMLINE MORTGAGE, INC., ITS SUCCESSORS AND/OR ASSIGNS ATIMA EUGENE LEACH AND ELIZABETH MCCLELLAND FLOOD ZONE: X FLOOD MAP: 12111C PANEL: 0260 SUFFIX: J PANEL DATE: 02/16/2012 PLATTED EASEMENTS, NOTABLE OR ADVERSE CONDITIONS (UNPLATTED EASEMENTS ALSO LISTED IF PROVIDED BY CLIENT): IF APPLICABLE, RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE. 10' UTILITY EASEMENT ALONG NORTH PROPERTY LINE 10' WATER MANAGEMENT EASEMENT ALONG EAST PROPERTY LINE DRIVEWAY EXTENDS THROUGH NORTH EASEMENT 5111.051 ELECTRONIC r Ff �M'\ Digitally signed by Andrew Snyder DN: c=US, o=Landtec Surveying lilTlp J al•/ F Inc, oU=AO1427E00000165B49526F =Andrew Snyder C0000Adobe Acrobat ' Adobe Acrobat version: 2019.012.20035 DATE, 06/21/2019 OPESBIONAL SUgVEY0RAN0 MAPPER N NP.6689 MOT VALID WIfNOUTTHE SIGNATIIgE AND THE ORIG WAL MISEO 6EAL HE PUBLIC FECORD HAS BEEN MADE BYTHIS 1S UNITED TO THE DETERMINATION OF TITLE CLAUSE DIMENSIONS SH L HAVE PRECEDENCE OVER SCA POSRIONS. 111AV.D. 1888)AS SHOWN ABOVE. LESS SPECIFN:AILY NO TFA OTHENINSE. P-DENOTESPUT PH -DENOTES MMHEATER PP- DENOTES PODL PUMP BOUNDARYLWE R-DENOTESRADWS BUILDWGMNE SV-DENOTESSEWERVALVE RLINE CENIEEASEMNTU TR-DENOTESTEIEWONERMER x-y�MBTALF �M UE. DENOTES IJTL YEASEMENT _„_,�_ UP-DENOTESUTLWPq WOODENFETIM WM-DENOTESWATERMETFR PVC FENCE WV-OENOTESWATERVALVE—'—'�QWWEADCASLE LAND TEC S U R V_ E Y I N .G P. 'T Se 9 I- MD1 Lo d T W 6 Ree15 NGwMet ... ,nvvnuBly 6etseil L,AA[b S U R V E Y I N G a,a,aiy senora Fb W N's la„a r :—!am -.. mearuraf<y 6eUer/ I� This BOUNDARY SURVEY has been 're'arer fo-r. j EUGENE LEACH AND ELZZABETH MCCLELLAND PROPERTYADDRESS: 9405SCARBOROUGH COURT PORT SAINT LUCIE, FL 34986 On your behalf, and as a requirement for your transaction, this document has been coordinated with us by the following firm. Landtec Surveying, Inc. is a non-affiliated, private firm and remains entirely and solely responsible for its content. PROPERTY 7-77-�� TRANSFER ` SERVICES, INC. E Sheet 1 of SCANNED. (r _ OIL & PROPANEJUL..di BY St. Lucie County MARTIN. COUNTY PROPANE Date Prepared: T-/y-/9 Biwa- uCi E contractor C'* CLceTA i C, lobsiez: °� t: • Phone 3 - o '° Fart FinaiL to a C Pomp But: Teak Set: AG or UG Excavation: Rk Tanksim 60 120 250 :21-1soo = , l000 / lam 20018 4201E All material is guaranteed to be specified. All work to be completed in workmanlike manneracoarding to standard practices. Any alterations ordeviation from above specifications invoking extra costs will be executed only upon written orders and will become an extra diatge over and abote the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control, Owner to carryfire, tornado and othernecessaryinsurance. ourworkersare fully coveredbyWorkeescompensation. °i0onftofbiberiorgasfinestobedonebyodmm &r "Ac loFSiJTEAroP'. GAM, 1'-JE 8%/ 07716K "Ali sod reptomi nt to be done by others. Sob —RF—AAC F.A F-,Tr- 13Y XWM Como Representative Accepted By: Print Name Customer Accepted By: f Subtotal: Tax: Date: /D Permit Fee: v L / Print Name A/�7Yb Sign.. �f Date: Martin County Propane 3586 SW Martin Hwy, Palm City, Fl. 34990 Kam. }st 27 X Gallons: 7�Pt• Hazmat Fee: $ e � � • q 6auens:r / pp ,f `� s 5096 town Payment $ Balance Due: ; Phone: (772) 287-1900 1 Fax: (772) 287 5961