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Home My WebLink AboutGAS PIPING SCHEMATIC. II ��CYO`CEI'N THPIZ Y• , _GAS PIPING SCHEMATIC - u'G TANK SIZE: o60 GALS. PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulation Division SCANNED BY St. Lucie County APPLICANCE - TYPE/SIZE • Al N 1 "i Ft *Y?_ vo BTU —� 9)( ER,1oR UN %T A i7bLtl op O BTU A4 BTU A5 - BTU A6 BTU BTU PIPING LENGTH & SIZE(PIPE SIZE WAS TAKEN FROM -. �� : ' *YOINCHDIA:-%% THE2014 FBC FUEL GAS CODE-L4 /2 1 •, INCH DIAINCH DIALE4�2154 INCH 1_5 FT. INCH DIA. L6 GAW �S l FT. INCH DIA. P.Pe "7Xkou4/�1,Q/c12 L8 FT. INCH DIA. w�- or- f/o CE FT. INCH DIA. / L9 FT. INCH DIA � ��P)tt ,6E OFF aNb ,1_10 FT. INCH DIA SrAdE 'R86L L ��- 771'� L11 FT. INCH DIA- Ullf SL4PvL GAS E eoQ L12 FT. INCH DIA rk j w,q-7-* L Websife: wsuw.stl� u�v � � �, R �j.� weE 2300 Virginia Avenue Fort Pierce, FL. 34982-5652 Revised7/22114 Phone (772) 462-1553 FAX (772) 462-1578 /708E OuLi- En 0 -ic-3,J, THIS VESSEL IS DESIGNED FOR THE STORAGE OF LIQUEFIED PETROLEUM GAS ONLY TOP VIEW SEE D-01 FOR ANY UNSPECIFIED WELD DETAr SIDE ELEVATION NOTE TANK MUST SE INSTALLED LEVEL, WITH ALL LEGS IN SAME PLANE TO ASSURE EVEN DISTRIBUTION OF LOADAND OPTIMZE ACOURACY OFOAUGE DEVICE FlTTINGS MAflit W. I SIZE I ttPE i pry, pEDGRIPTON W CO. �t , T CERTIFIED BY: QUALITY! aEvaAvo,w•Faaaa+r, "mT.tlN,WORICFA8 ME 61AMT. -- •F. AT YFJADVILT U { ZT ND.2 ENOM rp-1 K Z a. eO.D. O yW 1oQ Z W 4. & Z Sri T . 8. ` W W be fill 1WJ D• _ O"ONP5 m J y3 1f O DOME 6RACKL*Fj2R _ UG GREEN \ copra 0 W U W' Y SL a yZ A °` m U Z W LONG. WELCB ¢ � Z Le SEAM F W LLE 2' 0 I�i x �—•I� �� • May vary long seamy ZE END VIEW loc. to miss leg weld PART NUMBER: 0102502X DWG NO. REV. flY: DESCnIPTON DATE HINGEAND PADP OR DOME DRAGNETS 01N4M8 •F. 7." TPLLIFTINOWEIGHTOF 800A UNLESS OTHERWISE SPECIMED WEALL MOISTURE ARM 45° OFF QUALITY STEEL CORPORATION STANDARD AGUG 250 _ AEll TANK N , w IMI `i'z -I gQS° GAL-. -P- -GAS-- "TAW- ;�� 7Regulatorn Lble 15.1(0). Polyethylene iPhaRc FiPe SizingBetrveen Fnut-Stage land Second -Stage Nominal Outride 711ameter ( PbuNe Piipe yg in. � m, 1,m, _= 8)th SDR 9.33 (0.660) SDR 11.0 SDR 11.00 lt/a bt. SDR 10.00 � SDR 100 2 m (0.660) (1.077) (1 OA54) SDR 11.00 30 ' 2143 4292 7744 " ,• (1.943) 1835 3673 6628 13416 11482 20260 36402 60 I473 3Y56 5874 10176 17340 15368 31155 70 14" 2950 553222 9220 13924 27612 201 80 -&03 12810 23017 90 1261 1183 255Y5 " 2369 455.5" 4274 ' 701 '1 11918 21413 109 125 1117 2238 37 04 994 11182, 20091 1 0 90 897 1983 17" 3578 B 10562 9361 18978 175 3242 5616 8482 j52g00 200 826 778 1653 1639 2983 2 5167 7803 14020 225 260 721 1443 407 4510 7259. 1 3043 250 681 646 1363 1294 2459 42 6811 6434 12238 11560 . 2336 g04600 6111 10979 300 617 1235 �1136 2228 t � 2050 5830 10474 400 450 528 495 1057 1907 355511 3304 5363 4989 9636 500 468 992 937 1789 8Q65 8411 1600 29282 '1945 60a 700 424 390 849 781 1531 2653 4007 7199 800 363 726 1409 1311 2441 3686 6623 1900 00 320 682 644 1230 2�1 8217 6161 5781 1162 2012 3039 5461 1500 200 258 221 517 443 933 798_ 1616 2441 4385 13g3 2089 3753 glpe aize.SDR Staadatd dimension ratio. Normn N01rs; (1) Capacities are in 1000 Btu/4r. . (2) Dimendons iri parentheses are inside diameter. -- 5"7 o �oc�NEA U>JKrMjk4 GRF nrE 6 2014 Won ANSI Z223.1-49 PIPE SIZING 54-49 11able 6o3(d) Schedide 40 MetaWc Pipe ( AS 10 Gas: Uudff tedr-pane Iolet Pressure: 11.0 in. w.e. Pressure Drop: 0,5 iu. w.c. Specific Gravity. 1.50 INTENDED USE:Pipe Siz:ug Betweeu Smgte-ocSecondStW(Low-Pre ) Aegulator,aod Appliance. Pipe Size (in.) Nominal Inside: 44 s/a 1 1y lsisi 2 Zi 3 4 AeI.h 0.622 0.824 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Length (ft) Capacity in Thousands of Btu per Hour tp 30 291 608 1,150 2,550 3,520 6,190 10,800 19,100 39,000 20 418 787 1,620 2,420 4,660 7,430 13,100 26,800 30 160 336 632 1,300 1,940 3,750 5,970 10,600 21,500 40 137 287 541 1,110 1,660 3,210 5,110 9,030 18,400 50 122 255 480 985 1,480 2,840 4,530 8,000 16,300 60 110 231 434 892 1,340 2,570 4,100 7,250 14,800 80 101 212 400 821 1,230 2,370 3,770 6,670 13,600 ' 100 94 191 372 763 1,140 2,200 3,510 6,210 12,700 ,125 89 185 349 716 1,070 2,070 3,290 5,820 11,900 150 84 175 330 677 1,010 1,950 3,110 5,500 11,200 175 74 155 292 600 899 1,730 2,760 4,860 9,950 200 67 140 265 543 814 1,570 2,500 4,420 9,010 250 62 129 243 500 749 1,440 2,300 4,060 8,290 300 58 120 227 465 697 1,340 2,140 3,780 7,710 350 51 107 201 412 618 1,190 1,900 3,350 6,840 400 46 97 182 373 560 1,080 1,720 3,040 6,190 450 42 89 167 344 515 991 1,580 2,790 5,700 500 40 83 156 320 479 922 1,470 2,600 5,300 550 37 78 146 300 449 865 1,380 2,440 4,970 600 35 73 138 283 424 817 1,300 2,300 4,700 650 33 70 131 269 403 776 1,240 2,190 4,460 704 32 66 125 257 385 741 1,180 2,090 4,260 750 30 64 120 246 368 709 1,180 2,000 4,080 800 29 61 115 236 354 681 1,090 1,920 3,920 850 28 59 111 227 341 656 1,050 1,850 3,770 900 27 57 107 220 329 634 1,010 1,790 3,640 950 26 55 104 213 319 613 978 1,730 3,530 1,000 25 53 100 206 309 595 948 1,680 3,420 1,100 25 52 97 200 300 578 921 1,630 3.320 1,200 24 50 95 195 292 562 895 1,580 3,230 1,300 23 48 90 185 277 534 850 1,500 3,070 1,400 22 46 86 176 264 509 811 1,430 2,930 1,500 21 44 82 169 253 487 717 1,370 2,800 1,600 20 42 79 162 243 468 746 1,320 2,690 1,700 19 40 76 156 234 451 719 1,270 2,590 1,800 19 39 74 151 226 436 694 1,230 2,500 1,900 18 38 71 146 219 422 672 1,190 2,420 2,000 18 37 69 142 212 409 652 1,150 2,350 Now: A8 table entries are rounded to 3 significant digits. ER dl �o►.1/k I }{/knJ �'R�IJ C,,I-rAAVv-A Gas, ; N(A�r,co . -PA,p o8' 2015 Edition 1vaT1�NaLFr1$. Ga Con. Tdble 6.3(f)Smid0d Co �ivs[zz28 PPer Tubing _ �aFss'k,Qe F2a.(-� C; STAGE ER�o�2 s� ; sr�e c;lil 1S0 NamimL i&L• 15 16Le 8m_e.fm) - ... A4iL 4i i4 56 - p� 4'a ib g OdT5 0.500 0.826 0.75p Iii/ 1!6 . LeCA (a) 0.445" OA95 - _ Y.125 10 L20 IA81 7*52 +10r IB8 SY9 iD todioflGupQHa@ 1.959 40 25 64 25 467 997 140 g1 51 104 18Y ' 321 6Lr 1.80 4,.850 51890 .. 50 44 89 458 550 _ L950 4. O 2Y0 I,G60 • 0 17 79 1% .. 1951 7 Be I,-- D 28,230 80 16 32 125 " 177' i:180 Y.470. 90 15 61 115 189 661 3,079 $240 100 14 28 107 15g 626 on19 57 100 '-39 583 2,060 k 175 54 95 i44 SO4 547 9i9 794 1.910 150 11 Y4 287 1,800 175 10 21 48 B4 119 517 862 814 1,T00- 200 20 .. ` 255o )' NA g 37 P1045 199 212 41 654 I,880 36 38 92 SS2197 602 I'm Boo 350 NA 15 b8 82 175 y1555 560 1,I70 40U NA 14 54 T4 496 1• NA 49 280 449 �. NA .12 YS 45 146 262. 856 NA 31 24 42 60 63 135 2f4 414 g50 28 90 IV 229 S84 801 NA 58 120 752 i - 650 MA . 10 21 ✓53 114 �6 1 710 NA 51 SY4 950 NA 74A 20 34 109 12 S09 674 NA 19 _ 104 643 ��. 800 Iss NA i8 3Y 47 100•' 296 616 NA .� 96 ISO Y84 592 850 NA NA 78 31 174 274 570 . _ 9950 44 NA ,Nk NA 13 30 4Y 93 i� 'Y64 1,000 NA NA 16 g29 41 82 40 162 256 5S5 1,700 14 18 Y7 85 158 b17 1,200 NA NA 15 8S 199 234 b02 1I-ROO NA .460 NA 14 45 . .8578 141 229 488 464 1-00 IVA i4A 18 22y4 S4. .72 IS5 212 442 129 1.600 NA 13 22 91 68 1Y9 12003 423 11700 FA NA 12 N' 119 195407 1,B11p NA NA YI -m ss 892 12 Cd 4,800 NA 29 115 18Y 378 2,000 XA NA it 19 28 60 1� 176 866 ^. NA 11 21 58 170 355 NA:AHow�y"tLa I0,060 Y7 57 305 166 845 ;. NThble enhli are muh� W 33tPffiantdlgita, -are 302-. ]61 S35 d on Comer P+oduers, � COPPert W'giusde dia ,,,( ).wLieL Lases.. smallstinride siceoeteraftLe i�O1�4E0[JNE%� : tJoNh-rkAa4 2014 Vdkbnra C. C) e �a��op.( 10 F• GOLF cA9,r- A�G 64 v 10 2sou(G C-0o K 1 bP A kl 1 IR CXL(�wL�i) � .s 36 � X 17 � X � � CE,�,N 601 000 Rt7 S Cu- • r-r 6-D , 0� I 000 �,� . r Ea 000 Or. (JtjEg . ToqX714Ats] GREE:p�, E: 9A'S :far ,ter Ca .TlqoP�e7 0 Concrete.) Dnvewoyl c Z 1 vr, Unit 12 19p36'12"E 129.13, psRn / v _ 11.50' 61.61' - b �G�icA,xOti. ._ -__ Propane�:q 'iNO s' Drofnope toss"nt I 129.71' � � 6 DfO1^age Easement AR0 Unit 14 PSMAn LEGEND EN rcN - FOW •1.Spmde uomm�<m -C wWn "Fw-. Fmma l- hmFSp. - A .AK W esvis 4p ryy _ FWpeA em Plpe .iU Cop -W le Bb.l SWelu• RR - Fm /9•b RM d -C �pW P' =-F.WI9.RMW0Co r. swc - s.i /s rm, RW "u cep U17357- - - ie vas wn Fppum.A W d,. Frc - r na 112' 4m P4e .0 6P wp - n cai. NOp Fu - Fawa ups N,emnl rue - rpW Nal au au - unslr M. m - Fpppd Nun _ rxn - ICW Nmi .;m mm rpfi ° my asp. umaw. WK - F—d W NOW ap cp-11.w.. sex mxa._ FpW PN xdl.�a MA m-m Omni =f�: as°ma' M Prepared For. Jonathan T.& Sheri Greene 2740 Phan SL Lucie County Florid WWW.� LEGAL DESCRIPTION Unit 13, BAYBERRY VILLAGE, HARBOUR RIDGE PLAT NO. 7, according to the Plat thereof on file in the Office of the Clerk of the Circuit Court in and for St. Lucie County, Florida, recorded in Plot Book 26, Page 3, 3A & 3B, said $ lands situate, lying and being in St. Lucie County, Florida. "b £ m SURVEYOR'S. REPORT m 1 This Survey shall not be valid unless sealed with an embossed gon° Surveyor's. Seal. �e 2 No underground improvements hove been located as part of this uoy Survey. 4 a 3 The last field date of this Survey was: 4-22-19. im 4 This Survey was prepared using the Plat of Record only. No.olher documents were provided and no search of the public records was 8 u performedby this office. 5 This Survey was prepared in accordance with the Standards for the 3 practice of Surveying & Mapping as defined In 5J-17.050-052FAC. 6 By acceptance of this survey oil parties agree that the signing -0.8' surveyor's liability is limited to the amount paid for said Survey. 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been verified by field measurements. See mop for bearing base. r 8 Parcel/Lot line locations have been based on found survey control along the west right of way line of NW Buttonbush Circle. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this Survey. 12 Off set calls to found survey control are relative to the 'nearest property corner, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other Identifiable point. 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entitles has not been verified as port of this Survey. 14 Elevations shown hereoh are based an an assumed Datum. KARNER SURVEYING, INC. Residential & Commercial Surveying Services Downs Blvd.,F333, FEW flood Zone data shown here an is based on the visual inspection of the digital Flood Hazardous Maps provided by the Federal Emergency Management Agency (FEMA) and 1s limited to the accuracy of such maps. need Zone: N Commuelly d: 120285 PREPARED FOR. Jonathan T. & Sheri Greene. Panel /: 0406 sent.: J Dale: 2.16.2012 .,Prepared By: Regina C. Kamer, PSM#4363 Kerner Surveying, Inc. LB#7357 or n �c on nBoundary Survey 10 fx;1 gat __ .�"1°�"�°' Oq