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HomeMy WebLinkAboutGAS PIPING SCHEMATICBOARD OFSCANNED By COU%%RIA!1PCOMMISSIN S��91� TANK �L SIZE I PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulation Division [A4] [A6] MAR 2 2 2018 S . Lucie county, Permitting [L8] [1.12] L1 L21 [1.6] I [L10] ST. LUCIE COUNT! [A1] [A3] [A5] BUILDING DIVISION nEVIEWED FOR COMPL5 ,R REVIEWED BY TANK SIZE: GALS. DATE io PLANS AND PEWMIT MUST ng Kr -.PT ON J©a OR APPLICANCE -,TYPE/SIZE NO INSPEPTION WI6L Orin MADE A2 BTU A3 BTU A4 I BTU A5 BTU A6 I BTU I PIPING LENGTH & SIZE (PIPE SIZE WAS TAKEN FROM L 1 3� FT. INCH DIA. THE 2&*4-FBC FUEL GAS CODE - 2-0 1`1 0-k L2 l FT. 31,11 'INCH DIA. TABLE402(�) f L3 got FT. INCH DIA. L4 _3 FT. Ify NCH DIA. L5 FT. INCH DIA. L6 FT. INCH DIA. I4 Copy 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.gov 2300 Virginia Avenue - Fort Pierce, FL. 34982-5652 Phone (772) 462-1553 FAX (772) 462-1578 Revised 7/22/14 i II I I T"C Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas with a Gas Pressur6 of 11.0 in. WC and a Pressure Drop of 0.5 in. WC based on a 1.52 specific gravity gas) i ai 125 99 84 74 67 56 50 45 1073 1391 720 571 484 425 383 325 286 257 41 235 38 218 35 204 33 192 29 26 1483 934 1331 740 1054 627 893 551 497 421 370 333 305 283 264 249 169 219 152 197 3563 2391 1894 1605 786 1412 1 708 1272 600 1078 528 948 475 435 403 376 354 311 280 4724 3247 2608 2232 1978 1792 1534 1359 854 1232 781 1133 723 676 636 560 504 10063 6755 5351 4535 3989 I3592 3044 2678 2411 2207 1054 989 934 828 750 2044 1910 1797 1581 1424 « 129 4u 113 1c 102 15 13 86 76 I 12 -11 10 `-q-8• 68 63 58 54 51 48 W 167 238 147 209 132 188 112 99 160 140 1 89 81 75 70 66 63 46 60 44 57 42 54 40 52 427 642 376 569 338 516• 287 252 441 126 116 107 100 94 1227 208 192 180 169 89 160 85 152 81 146 78 140 75 134 1207 1061 956 391 810 712 354 326 303 285 269 1642 687 544 508 478 255 453 244 233 224 216 i 431 411 394 379 Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas 5168TUh=1CFH 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 11300 14652 7586 9836 6008 7790 5092 6602 4479 1033 3418 3007 2707 2478 2295 2144 351 2018 309 1775 278 1599 20877 14014 11100 9408 5807 8275 5229 1451 4432 6315 3898 3510 3213 2975 2780 2617 2302 2073 37514 25183 19946 16905 14869 13389 11348 5555 9982 6002 8988 4578 8226 4239 7618 3962 7119 3729 3280 2953 43429 29848 23969 20515 18182 16474 14100 12496 11322 10417 9691 9092 6700 8589 5894 7612 5307 105963 71131 56339 47750 42000 37820 32054 28194 25388 23234 21517 20108 18926 16647 6897 14990 8 139 125 115 106 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 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) 1316 1116 981 88'4 749 659 593 �543 —00 503 470 442 389 u 350 14234 9556 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 53960 31720 37087 25123 29782 21293 18729 16865 14294 12572 11321 10361 9595 8967 8440 7423 6685 133476 89601 70967 25489 60148 22591 52905 20469 47640 17519 40376 15527 35514 14068 31980 12943 12041 11297 10671 9458 8569 29267 27104 25329 23840 20970 18882 99 175 158 144 134 125 118 111 106 101 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 7334 4983 6500 4487 3803 3345 3012 2757 2553 2386 2246 2126 2022 1931 1851 1779 16004 14077 5890 12676 5041 10743 4468 9449 4048 8509 3724 7787 3465 7212 3251 3071 2916 2782 2664 2560 2466 6739 6343 6005 5712 5455 5227 5024 1 2516BTUh=1CFH. 1.800.662.0208 o Fax: 615.326.9407 • Web: www.gostitg.com 7 Flow'' ��pp` �{ �r 6111�% Ld �1 LIDOCO a A i �j4-c, � ?- Pyy U�c �tr Jam, �1 J 3i''��� ;-_ , 1 r ��e �,� �� i ---------------- D: _ • DELTA ANGLE `.. '- N [ca, • ARC LENGTH . CABLE TV .S. 'CATCH BASIN CONCRETE BLOCK & STUCCO E CONC. • CONCRETE - COVERED pD.E. a DRAINAGE EASEMENT ELEVATION 'P• EOP' ' EDGE OF PAVEMENT EDGE OF WATER FND. • F� FLOOR FP.E• FPL • FLOOD PLAIN EASEMENT • FLORIDA POWER & ME KR LIGHT • LAKE MAINTENANCE EASEME LANDSCAPE AND SIGNAN Mom = MANHOLE GE EASEMENT NG.V.D. • MOMAENT . NATIONAL GEODETIC VERTICAL DATIAI SiOEs�j'� f'•=AR `� •�.• ZNG• TECH.c C J� N.R. I • NOT RADIAL OME. , a OVV OGM EASEMENT " • RIGHT-OF-WAY �. ORB• • OFFICIAL FiECOR"M p ---- F---.NT SAXSANITARY CIS S.B.T. . SOUTHERN BELL 0 - SET 5/8' IRoN ROD . OFFS G.S. ^ OPEN CPACC TRACT P.B. BOOK SF T.O.O, TELEPHONE SQUARE FEET o TOP OF BANK WITH CAP WITNESS CCRNCR LC R8B74 P.C. �. POINT OF P,C' PERMANENT P.D.E. iq ERMANENT CONTROL POINT TYP. LUE W P. - TYPICAL • UTILITY EASEMENT . UPLAND a 1.0' OFFSET O = ELECTRIC SERVICE 0 CAN P.GF- 6 PRIVATE PRIVATE DRAINAGE EASEMENT T Px. PARKER O PRESERVATION •SET 5/B^ RtON ROD W CAP N0. L8 6674 5/8^ IRON 'LIGHT POST P.09. KALON NAIL P,O,C. , POINT OF BEGINNING POINT 0 0 e FOUND RODS WITH CAP N0, LB 6674 ' SEAT p K NA NR}{C is OL POINT PH & DISK PCP 3064 • FOUND DISK Ab. LS 6674 P.P. . pOW� PMMENCEMENT P.R.M. o p PROP. a PROPER ANENT REFERENCE MONUMENT 0 P-K NAIL No. LB 6674 = WATER SERVICES WA VE . P P.V.E. d PAiVATE IITAIETY EASEMENT R • Q OD SANn•ARY SERVICE • FOlINO PEAMAh4JTREFERENCE MONUMENT RAD. .Ia _' 667 • EXISTING ELEVATION IN FEE 4 DESCRIPTION: BEING ALL OF -LOT 114 ACCORDING TO THE PLAT OF POD "26"'AT THE RESERVE - REPLAT CYPRESS POINT, AS RECORDED IN PLAT BOOK 40, PAGES 3 & 3A, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S REPORT: I. THIS SURVEY 15 PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURIJISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. S. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB. INC, IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NELY LINE OF LOT 114 WHICH BEARS S 44'07'12` E AND ALL BEARINGS ARE RELATIVE TO PLAT. . B. BOUNDARY DIMENSIONS SHOWN AFC PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS £MOWN HEREON ARE BASED ON N.G.VD. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANE, NO. IP0285-0275F , DATED AUGUST 19, 1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: FEBRUARY 25. 2002 CERTIFICATION: IMPROVEMENTS, IF Y� AS LOCATED NOT VALID WITHOU SIGNATURE THE ORIGINAL RAISED SEALIOF A FLORIDA LICENSED "Y R AND MAPP 9 ESS10 OR AND MAPPER' I FL'LHD)A GNS NO. 4981 PROPOSED =T ELEVATIONS IN FEET RAINAGE FLOW UdDICATOR POD "26" AT THE RESERVE SCALE`1 '30 PHASE II - CYPRESS POINT (P•B. 38, PGS. 2, 2A TO 20 rrl CUIJ 5 Fr7 n ",c)014.5 ors 4-- I-\OatO\0-95\95108\Cad\PHASE2\LOTSURV\mORI_II.d.,. np,p—o nn ,n.m.e.." re. MWP +\OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `n W L AO;, Noble & Webb, Inc. EN•INEERB • PLANNERB • SURVEYOR. • 590 NW Peo a Bo*iad. Suife 9, Porf St. Ludt , FIarWo 349BG (561) 878-1700 • foe F5611 878-1802 • rmot I—psichwTecom • West Palm Beech Port St. Lucie Pl.ntetion REVISION I FB/PG DATE BY CK'D I DATE:2-25-02 BY: MJM CK'D: GRB F B,-Eo B-6 PG:56 • ., Rta, • -InRnA