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HomeMy WebLinkAboutGAS PIPING SCHEMATIC6L M LU BOARD OF COUNTY COMMISSIONERS TANK SIZE PLANNING & DEVELOPMENT . . SERVICES DEPARTMENT Building and Code Regulation Division GAS PIPING SCHEMATIC [A2] [A4] [A6] J [1.4] [1.8] [1.12] 3] 1.7 1.9 L11 ] [L6] I[LlO] [A1] [A3] TANK SIZE: 2,1570 GALS. APPLICANCE — TYPE/SIZE A2 A3 A4 A5 A6 [AS] 2 �, rjOd BTU BTU PIPING LENGTH & SIZE L1 2-0 FT. INCH DIA. L2 S FT. '. NCH DIA. L3 FT. d _ INCH DIA. _ L4 FT. INCH DIA. L5 FT. INCH DIA. L6 FT. INCH DIA. L7 FT. INCH DIA. L8 FT. INCH DIA. L9 FT. INCH DIA. L10 FT. INCH DIA. L11 - . FT. INCH DIA. L12 FT. INCH DIA. Revised 7/22/14 BTU BTU BTU BTU .ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR OMPLIANCE REVIEWED BY DATE FLANS AND PERMIT MUST BE KEPT ON JOB OR No INSP CT1 N WILL 13E MADE, ��/ (3�; _? (PIPE SIZE WAS TAKEN FROM THE 2014 FBC FUEL GAS CODE - TABLE 402 ILE COPY Website: www.stfucleco.aov 2300 Virginia Avenue - Fort Pierce, FL. 34982-5652 Phone (772) 462-1553 FAX (772) 462-1578 —(A 30' rAmwA Y rAsrwNr ti,f V sc i. 9 6,7"g), ov 49 4,9 WMM -91VA T ROAD CASfMjNr sc r 518, fRov Rw MAIWA 1 rA-,Arr AND CAP N RM FO POLE 8 ER PW X 0� qP 01 yat, Ato. P 0 N 0 419 L 250galkptinderground propane'tank 20 ftloff( building WA3/4 poly 2 ), 19P 9'BT '20 ft j2 A generator 18 inches -deep T. -.— 4, V. Alto- N 6�9,39'jo' E 244.44' zfrr 518- IRON ROD SE r 5/.6" IRON ROD AND CAP (IB 6018) AND CAP (18 6018) 54. CO3vsrRvA)70N EASEMENT -'30 ?CO 'AJ 60f8) A VN. SETBACK E.2.0. F..'::T -6 0E :() LOT 18 SOES TECH. CNR SIDES A" r�,-G. Z TE_ 131,AH &0 MG. TECH. J9 89'-10' W J25, 00' i (2) LAYERS OF FELT BETWEEN STRAP AND i /�AL k_CAB E (2)HDG CLAMPS TO ANCHOR (PULLED TIGHT) 1 /8" GALV. ' CABLE W/ (2)HDG CLAMPS ANCHOR (PULED 0 TIGHT) \ \ \ \ \ \ / HELICAL ANCHOR STRAP 0/" 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..1v�AjJUFA (JRER.TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH SOIL 7_`F }F CCJUW. ERED:'c, 50qXAO''f +NK,` - 1'35O# 250 TSA�'TANI<"` ' 650#_ f.2-.--CHECK 6R"UN6BRGR60ND.;UTILITIES PRIOR TO ANCHOR INSTALLATION LOCATION OF TANK RELATIVE=TO ADJACENT STRUCTURES AND, FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS THE o., uRONSIBILITY 6F OTHERS. r THE -TANK .AS SHOWN HAS_ BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT DURING THE BASE 6L�DD,.. EVENT © COPYRIGHT 2016 — FARLEY ENGINEERING. LLC PA DAT r AMERIGAS Consulting Engineer #40111 — CA281 08 08.19 016 8800 NL191. U.S. #1, Suite #2 , Sebastian, Florida 3295E i f i 1.,.... —..., ._.. ` � Copytigh12a15NaUonelFlmPmledtonAssocidon(NFPA)Akensed,byagn:emenLbrindkidoaluseenddownload00Maw-h%2015P ue,c0"4dUDn_4@nfAL0f' any roan pemn mr wdtlen peon of NFPA. For Inquims or to rapdrt u Chapter 15 • Pipe and Tubing Suing Tables TABLE.15.1(o) Polyed vlene Plastic POR SSn�P�ueen Fist -Stage and Second -Stage Regulators: Nonutud Outside Diameter (LPSl Gas: Undiluted Propane lnietPressure: �1t►-._vp? yressure Drop: L0 psi 1pecipc Grow. L52 Plastic.... -- : - _.,._._ .. . ....... 1 1% in• 1'I im 2 in. Pipe 02 in. �3% in:? In. SDR 1-06 SDR 10'00 SDR SDR 11.00 Length SDR 4.33 SDR 11.0 (1.328) 54) (1.554) 1.943) (36402 (ft) (0.660) (6.860) (1.071f Z143 4292 7744 1.3416 11482 20260 36402 40 1835 3673 6628 10176 5369 15368 27612 27612 50 1626 3256 5874 5322 9220 13924• 5019 33017 60 1473 2950 2714 4896 8483 12810 70 1355 4555 7891" 11918 - 21413 BO 1261 2525 2369 4274 74D4 11182 20091 90 IOD 1183 1117 2238 4037 G994 6199 10562 9361 18978 16820 .. 125 990 1983 3578 3242 .5616 •8482 ]5240 150 897 � 1797 2983 5167 14020 175 826 �Op— --•-} --- 1653 —�334- -- �5 4863 4510 7259 6811 13043 — 0 1..2,38 225 721 144 1363 2603 Z459 4260 64. 11560 250 681 646 1294 2336 4046 6111 10474 275 300 617 1235 2228 3960 5830. l9636 0 5 1136 1907 3304 4989 8965 40 40p 2S 528 1057 992 1789 3100 4691 84-11 450 495 468 937 1690 2928 4422 7945 500 424 849 -1531 2653 4007 7199 600 390 781 1409 2441 3686 661 •700 363 726 1311 2271 3429 61 61 goo 340 682 •5461 900' 322 6`�' 1 �� 2D12 3039 lOUD 517 933 1616 2441 4385 1500 258 ^ 443 798 1393 1089 3753 2000 22]: IPS: Iron pipe size. SDR: Standard dimension ratio. Notes: (I) Capa, ities are in IODD BW/lu: (2) Dimensions in Parenllreses are inside dia neter- 2014 LFGasCodeHand600k