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Home My WebLink AboutGAS PIPING SCHEMATICBOARD OF COUNTY COMMISSIONERS GAS PIPING SCHEMATIC TANK SIZE: 500 GALS. APPLICANCE — TYPE/SIZE Al &4p- A2 Po eu A3 Tenkim- W&w ►Wttr A4 SPe Nos fU A5 t3bQ Si.ib A6 PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulation Division SCANNED By St, Lucie County 63,000 BTU 30 000 BTU 160.000 BTU (00,000 BTU (oD0017 BTU BTU PIPING LENGTH & SIZE Ll 3S FT. 3/It.INCH DIA. L2 5 FT. W4 INCH DIA. L3 Imo- S_FT. 3/4 INCH DIA. L4 / a FT. � INCH DIA. L5__&_FT. 3/4 INCH DIA. L6 Z FT. 3/4 INCH DIA. L7 IS FT. ilk INCH DIA. 1-8 Z FT. 3jµ INCH DIA. L9_-6__FT. 3/FINCH DIA. L10 z FT. 3/ F INCH DIA. 1-11 FT. INCH DIA. L12 FT. INCH DIA. Revised 7/22/14 (PIPE SIZE WAS TAKEN FROM THEBcFUEL GAS CODE — TABLE 402 (_)) ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR MPLIA CE REVIEWED BY / DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. Websfte: www stiudeco.00v 2300 Virginia Avenue - Fort Pierce, FL. 34982-5652 Phone (772) 462-1553 FAX (772) 462-1578 �l ,w ICJ !s �H 4 g W Custom Home oneThe Hinkle Residence ervicsa, ina f9�13s4as 2469imtvl Or. FaR FImc. PL 31949 ME N FT �A KINGFlSHER WATERWAY .>• 56 S87'08'47"E W+ a E 80.00, FENCE TIE (0.1' WEST) b CONIC , SCALE : 1"=30' _ N 05GL j}ub-EAWALL Jr ; jj�� Df+ - I wveAl:u I� �+NAI I� FE FENCE TIE) ` 22' IOFFSEI)e (( E /�Ip� �( 0 37.5' b (EAST g' (0.3 NORTH ) .1 �YE3T 111 i ) ri LOT 10 (NO WELL FOUND) Ld PROPOSED RESIDENCE 22.5' 12.0' n FFE=5.56 O a b a PROPOSED FFE=1B no LOT 8 **NOTE** .M- ¢ IF\, qqp b N.— (NO WELL FOUND) CITY W LE C5 a 1 K n d, 0 FFE=6.60 to OPOSED !r7 SEPTIC SYSTEM N 615 SO FT O ....____.._� Z ? 0.0' COVER _ 'u FENCE c, TIE ( 15 �lI - S TC wW Oct 36.2' 00 J O_ T 11r a� VW_UNE .Soot I pOH BIIVII DRIVE ''B� 4. ASPHALT FIID SP KE (NOOID) _ V[.1g1T (60 RAW) PNQA^ 668.72' TMr PROJECT BENCHMARK LEGEND SET NAIL/TIN TAB (NO ID) EL=4.23 1988) A • aEMRAI M¢E (NAVD Q4-g .R • CURVE RAM tTsl,9 L = CURVE LENGTH CERTIFIED TO: oo_9xu's `a`i eP�T DONALD G. HINKLE AND UNDA J. HINKLE MD - FORID R 5/9' WON ROD P - 1/2' RON PPE DESCRIPTION NU : p FUR FIGHT ON - COI1CIRX MONIIMmT LOT 9, BLOCK 3, CORAL COVE BEACH SECTION 1, ACCORDING TO THE PLAT THEREOF, mE - UNSH RmR EuvAnav AS RECORDED IN PLAT BOOK 11, PAGE. 30. OF THE PUSUC RECORDS OF No - MAO NFNL AND InsL ST. LUCIE COUNTY, FLORIDA. P2s • Rmvfl'ov PIO RSONA' LU1D R IS . U01503 eURNESS SAID LAND CONTAINS 0.20 ACRES, MORE OR LESS. P.B. • PUT ROOK - Idaalec SURVEY NOTES SWAY 0 ® a `W�NDMPPRROPµE TANK 1. This survey is not valid without a signature and original embossed sealof a Florida ® - EXISTING SmnC TANK Professional Land Surveyor. OO - AT&T PEm & 2. Desenption provided by client and/or their agent. ® - wAM NUIER 3. The lost date of field work was October 3, 2018. cps - Noce "M Pau 4. Underground Improvements and foundations were not located as part of this survey. 0 - MUE ITLEVISON BON 5. Bearings shown hereon are based on the North R/W line of Bimini Drive, bearing NB7'08'47'W, as monumented. All beorings•are relative thereto. -11- • PRWOR3D WATER SEHNCE 6. All boundary information shown is calculated per plat, unless otherwise shown. O - MO Re sme 7. The proposed residence Iles In Flood zone 'X' and 'AE-5', per map 12111CO181 J. CONo • COFFOREHE doted 2-16-12. so - 15 Rw Roo 8. Additions or deletions to survey maps or reports by other than the signing potty or aU.E - DnANACE Ax0 uTlurr rASTAMr so R. souvU REr parties is prohibited without written consent of the signing party or parties. -K- - V (MEN IM FENCE 9. All elevations shown are based on the North American Vertical Datum of 1985 (NAVD -LT- - s' WOOD MOE f aRR) t NACU Nalnl ANEFUvN MUM DAIRS LAxps SHOWN xmEox HERE xm Aernumm FaR wart rc WAYS, �' / RESERMnRe, AGRDm21S A!ID/al FAsaYm" aF RECQ✓D. svCH i ['YL RraWAnW. zt 6 OMER. SKann BE ®OUNE0 AND a RTFNEV BY BY: mmes TROUGH APFROPRarE nnE va0urlal. RIDH H1I f'.. I AVFNTU�. FLORIDA P.I. NSana "".... - - BOUNDARY SURVEY PREPARED FOR DONALD & LINDA HINKLE REF. JOB NO. DRAWN BY DATE DRAWING NO LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SMITE D LB 7056 (n21 3ga 6 3PHONE RIDA �n2I 398-6426 FAX 18.3186 MINH 10/4/1e 18.3186 F.B..PG. ALCULATED B SCALE SHEET NO. 18-252/40-41 RCL 1'=30' 1 OF 1 - Anvwoco. AtrAv=*z PYvPAft COMPMY . ■ Corrugated stainless steel tubing (CSST) gas piping systems will be bonded in accordance with Section G2411.1 (310) of the Florida Building Code and 0I 2 . ■ Underground gas piping will be installed at a minimum depth of 12 inches below grade in accordance with Section G2415.12 (404.12) of the Florida Building Code and NFPA 58. ■ Polyethylene pipe will be installed in accordance with 6.11.4 of NFPA 5$ and the Florida Building Code. ■ Carbon monoxide monitors will be installed prior to inspection and will meet all code and safety requirements of NFPA 54 and the Florida Building Code. Compact First Stage Regulators LV3403TR Application Materials Ideal for use as a first stage regulator on Orly domestic size ASME or DOT container In propane gas installations requiring up to 1,500,000 BTU's per hour. The regulator Is factory set to reduce container - pressure to an intermediate pressure of approximately 10 PSIG. Features • Compact design can be connected to a service valve using either a POLadapler or a RegO product pigtail. • Large threaded F.NPT bonnet vent can easily be piped -away undergmund installations without the need of glue We or extra adapters. • NonAdjustable • Large now orifice resists freeze ups due to water concentration In LPG vapor. • Design provides for good flow regulation at both high and low container pressures. • Built in relief valve and travel stop comply with NFPA 58 over pressure requirements. • incorporates 'A" F.NPT downstream pressure tap for an easy Inllne check of the regulator's delivery pressure. • Molded diaphragm provides an o-ring type seal betweefi the body and bonnet • Body and bonnet are assembled in the USA using the unique, patented RegUlok seal system. • Fully painted In brilliant red for complete corrosion protection. • Mounting bracket avallable as an accessory: pad number 2302-31. Ordering Information Body.......................I...._.......................... .................... Zinc Bonnet..........................................._..._.........._._. .. ............................. steel SpringDisc ..:................... ..... ........ ....... _...............Resitienl Rubber Beat Disc ... ................ -••••-•Integrated Fabric and Synthetic Rubber Diaphragm .:................I..... 9 e11M•. i97.4M ML MOM ,I1A' = 1JIDA9 r9]Ae0 IMp fIOW?RarAaE It. v_seo3-rRi I /.' I 9, %' FNPT '/' FNPT10 PSIG ago 1,500,00 LY3403TRV9 O based on hdapw.s 2D PSIG higher Nan the mgubbree0ing end daWr3Y Pmssure 20%bwer NanN gWaoiyNnga�tltlegvery pre 9IYI rNan Ne Ifmg M,*= A14 dDO RagO De P..G.6ot 247 Efon. NC 21244 USA www.regopmduda.wm rhne (336)149-T70T Fax t336x 449o594 imma. Designed to reduce rust stage pressure of 5 to 20 PSIG down to burner pressure, normally 11' w.c. Ideal for medium commercial Installations, multiple cylinder installations and normal domestic loads. Feallwes • Large vent helps prevent blockage and has s:' F.NPT for vent piping. With 15 PSIG Inlet pressure, regulator Is designed to not pass more than 2 PSIG with the seat disc removed. Incorporates Integral relief valves. • Replaceable valve orifice and valve seat disc. • Stmight line valve closure reduces wear on seat disc. • Unique bonnet vent profile minimizes vent freeze over when properly installed. , • Large molded diaphragm is extra sensitive to pressure changes. • Built In pressure tap has plugged 1r8" F.NPT outlet Plug can be removed with a 3/16' hex alien wrench. Select brown finish. Body.......................... .......... .... _... .............. ...... Die castZ ric Bonnet.:......:............................................................Dla Cast Zinc NozzleOrifice .... :... ,—............... ....................................... Brass .. Steel Valve ....lv........_................................................... Valve Seat Disc ......- .. .......... _......... ::_............. Resilient Rubber Diaphragm ....................•• Integrated Fabdc and Synthetic Rubber LiSTEa _ a e Mounts directly to house line piping. Eliminates need for union joints, u elbows, and mounting brackets. Quick and easy to Install. d O • 8win"I design Mmd,.5,.b8redcn 10 PSIG Mad Mmy P... nab.. W 19f403BSeztes oiwQROMMMMMM . _ -imommm---- t\. titiM��m��m minim ��irr 1�F ,� n A 6• 100Reg0Dr. P.O.api247EbNNC27244USA Fa1335)449e594R?E6Q Capy(ighl 2017 National Fire Platedol A Odabm(NFPA®). Ucemec, eemem, for Ndvidual use aM clv ioacl on 12/372017 to knoncas to ,stoo we( final Pear. No other repmductiot or t2nsnusslon in any Iona pemAaed waho, ipanyissimof NFPAO.Fm MLgdeswtomportumuthaHzeduw.= _.1sing.pa.olg.: Chapter 16 • Pipe and Tubing Sizing Tables ,1 r TABLE 16.1(n) Polyethylene flask P1pe-ll S Gas: Undiluted -Propane Inlet Pressure: 10.0 psig Pressure Drop: LOpsig Specific Gravity: 1.52 Plastic Pipe Y, in. '/<in: 1 in. 11/.in. Pb in. 2 in. Length SDR 9.33 S SDR 11 SDR Il SDR 11 SDR 71 30 2140 2390 7740 13420 20300 36400 40 1840 3670 6630 11480 17300 31200 50 1630 3260 5870 10180 15400 27600 60 1470 2950 5320 9220 13900 25000 70 1360 2710 4900 8480 12800 23000 .t1, 1260 530 4560 789D 11900 21400 9 1180 2370 4270 740D 11200 20100 100 1120 2240 4040 699D 10600 19000 125 990 990 3580 620D 9360 16800 150 897 897 3240 5620 8480 15200 175 826 826 2980 5170 7800 14000 200 778 778 2780 4810 7260 13000 225 721 721 260 451D 6810 12200 250 681 681 2460 426D 6430 11600 275 646 646 2340 405D 6110 11000 300 617 617 2230 386D 5830 10470 350 567 567 2050 355D 5360 9640 400 528 528 1910 330D 4990 8970 450 495 495 992 310D 4680 8410 500 468 468 937 293D 4420 7950 600 424 424 849 265D 4010 7200 700 390 390 781 244D 3690 6620 800 363 363 726 227D 3430 6160 900 340 340 682 213D 3220 5780 1000 322 322 644 1201D 3040 5460 1500'- _ 258 258 517 933 1616 4390 2000 221 221 443 499 1383 3750 IPS: Iron Pipe Sim. SDR: Standard Dimension Ratio Notes: (1) Capacities are in 10DO Btu/hr. (2) Dimensions in parentheses are inside diameter. II 2017 LP -Gas Code Handbook I N Table P-7B Propane Maximum Capacity ofTracPipe CSST in Thousands of BTU per Hour Propane Gas , Min Gas Pressure,., 12 74 R t, iq w.c- Pressure Oros:.=2A (Based on a 152 Specific Gravity/ 2520 BTU per cubicfoot Gas) Tubing Length (feet) ` r 5 10 15 20 t 40 50 .7,5:. °. 100 r 200 250 300 400 500 600 700 :00 900 1000 1100 1200 .t 1400 1500 3/8' 15 190 138 114 100 89 82 71 65 59 54 52 49 46 41 38. 33 30 27 24 22 19 17 17 16 16 14 14 13 13 13 {172" 19 4D..'., 306 ':252, ,2� 18,. , 1�96 ', .79 757' :139 128"116 . -111 °704„ _� 100 s 0 F 90-, 82'b 71' -�63 " S9 '�51,'; q6 41"=, 38 , 36' , 3,- 5 3, 2 3.0 30� -28- 27 �- 147 374 25 1069 763 625 545 488 '446 388 348 318 285 277 261 249 222 204 177 158 146 127 112 103 95 90 B4, 81 76 73 71 68 66 31 1846' 1309 707,?� '933 836; '765h `663" ' 95 543' ]5' �,..�r.? 488,:' n�eisry ^t+,r..^'.a�' 445 ;423. „ 1 380' u.!��.' '.34T ^3 :269.' 247 '214' 792 176` ��n '163 F-..rv. 752 .�s.r-i- ;'702 +.rov- 136' - 130 125- .d20�'116 w.s ,l11. 1" ' 39 3469 2467 2022 1756 1574 1438 1249 1119 1023917 888 838 796 712 652 567 507 464 402 361 329 306 287 271 2S6 245 234 225 217 211 TM>r-^r --t r„^^- .SJ '4023 32772 a1834 2532' ,2si08 197T 128i ,1626 .a.:m 1452' -,..�...*#'.-'.^-^'^_-.av+W^-.-.^^r^.q46e Y406 1325 =1256 123" "'i02� ,885f 2020 63 556 507T� .469. [439� ;441-3, 39L z4; ,358 ..33 *331= 31BS 2° 62 13073 9259 7568 6558 5869 5361 4645 4158 37973398 3290 3703 2945 2635 2407 2085 1867 1704 1477 1322 1106 1118 1047 986 936 893 855 822 792 763 Notes: WD(Equivalenl Hydraulic Diameter) Athearebw she which reflects the hydraulic pederm enee ofthe whims. It not a true phpical measure. Thu number is used to compare indhiduei sizes between different manufactwes Do higher the END number the greaterthe flaw eap dtirofthe piping. l Table P-2 Propane Medium Pressure _ Maximum Capacity ofTracPipe CSST in Thousands of BTU per Hour Propane Gas Min.6as Pressure: 13 t4 r m W.0 .PreSttae OroPi. "2S-�,iltw.c:: (Based on a 152 Specific Gravity/2520 BTU per cubic foot Gas) Tubing Length (feet) r 25 3D 40 50 60 70 75 .t 90 100 125 150 200 250 300 400 Soo °ea 700 SOO 900 1000 1100 t 2QO 1300 1400 ISOD 3/8" 15 222 159 131 114 102 93 81 73 67 62 60 58 55 52 46 43 36 33 30 27 24 22 21 19 17 17 16 -16 14 14 14 S7/2e 19 4 : 353' 290: '0254� t288 209` .182 ,1W'150 : 140 135^; '731 '124 " 118' . 10_8: 97 85 . -76 70 57 : 51=.. 46- 43 .40r 38, 36 35 33 -32 30, 30� 3/4° 25 1192 850 698 606 545 497 432 388 355 329 318 309 291 277 249 226 198 177 161 141 127 116 1106 100 95 90 '85 82 79 76 73 1:;-, 31 2512: .i8b3 1720 {;1343 7106:976 883.. $25 `771^ ....._ 779 ;^'-m 696 .>*-r 673 �`632. T596' . 533' .4)0 r398. ;352- ^u- 320 aa..^- 339. -a-o-- 214 ,m...,..:.,..�.., 196 ;' 182, h-..-,.0 169`-160 T..._ ,...,..: 1SL -..�.. '746 139 133''128 . 125 I " 39 3870 2753 2256 1959 1756 1605 1393 1249 1142 1058 1023 991 936 888 796 728 632 567 518 450 402 367 340 320 301 287 272 261 252 242 234 1=v'' '46 .rz-^-s 6393, aq�a^g 4503 ri-*- 386& ,m..-x� '3173= +u�c "2834 ..,�r�- t25B4 rt.,.-. 22i4 _ 5 _ '182 -^-sa �fws „-,•..-;a ,1626 ..-,,.a. '1S74,'1484 a+., <-,+s-e^ ;14%, >,-a-.:w^+ 1256', ^^-'r '1145 -""-Rr `990, --'i• "885 'B06 �.am' 69P �^-r 622 ;-.-.»tee, 568, .--� 5�,26 .-s . 4971 ,�,aa A42= am- 439' 41$ «a«ax- q01: s-rv� 3�BSyj -.-,.m ,370 �«;.� .: "358.- 2e 62 14609 10347 8456 7329 6558 5990 5192 4645 4243 3930 3797 3676 3467 3290 2945 2688 2331 2085 1905 '1650 1477 1349 1249 1168 1102 1047 997 955 918 885 855 'Nowsx Tabledabovelndude foist lorfouo9 ogreabeMsandtwoend fiNngs. TubingrurnwlM urgernumbenof bendsandlerfittingishapbelneremed bythe equlvalentlengthaftubing woe kenowing eguelion: a 13 n where L h the addhiomi le ngth of tubing and n is Ne number of add clonal fif W gs anWar bm dL 1 Quality Steel Corporation AG/UG Propane Tanks keotr. 145D 'n). AND LIP AAYU Anntrrr-unl ininyr Inlnrrani imnYAr,/I IGt VFSSFL DIMENSIONS AND SPECIFICATIONS . WATER CAPACITY DIAMETER (OD) HEAD TYPE OVERALL LENGTH OVERALL HEIGHT . LEG* WIDTH LEV* SPAM WEIGHT (lbs.) **QUANTITY FULLLOAb PER STACK *120 wg. 24" Ellip. 5'-8" 3' 1'-11/2" 2 31f " or 3•]i 260 108) 96 16 12 *250 wg. 3011 Hemi. 7'-10" 3'-8" 1'-5" 4'-11" 480 54 9 *320 wg. 30" Hemi. 9'-7" 3'-S" i'-51, 5 620 45 9 500 wg. • 371/2" Hemi. 10' 4'-2" 1'-8" 5 ` 950 37 1 30 81 6 1000 wg. 41" Hemi. 16, 4'-5" 1'-8" 101•1" 1,800 17115 6 15 1450wg. 461/2" Ellip. 17'-4" 4'-11" 1'-9" 11'•7" 2,650 12 4 1990wg. 461/2" Ellip. 23'-11" 4'-11" 1'-91.. 16' 3,520 S 4 Dimemlons and sped0ations shown are appmxlmate. Individual vessels mayvary. •Legspacmg+/-2". Leg widths and spacing may vary based on mfg. location. Check with yoursalespeson for details. 120,250,320wg. standard tanks -no holes in legs (one center hole an request). 500 and 10DO wg. standard tanks -2 holes 16" on ceder. 145owg. and up as shown above. --Full load and stack quantities vary by shipping location. Check with your salesperson for details. General Specifications - Conforms to the latest edition of ASME Rules for Construction of PressureVessels, Section Vill, Division 1. Complies with NFPA 58. " Rated at 250 psig from -20" F to 125" F. All vessels registered with National Board. -Two serviceoptions available: Option 1: Ready -to -bury underground option, coated with either powder coated phenolic epoxy finish. or liquid applied epoxy primer coat followed by urethane top coat, supplied with composite AG/UG dome. Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid applied epoxy primer coat followed by urethane topcoat, supplied with steel AG/UG dome. -Ali vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel. Updated June 30, 2015 sLV. CABLE W/ CLAMPS TO (PULLED ANCHOR STRAP e CLAMPS TO (PULLED - UNDERGROUND .TANK HOLD DOWN DETAIL GENERAL NOTES:PER 1. HELICAL ANCHORS SHALL HAVE AN ALLOWABLE PULL-OUT CAPACITY AS SHOWN B ANCHORS SHALL BE INSTALLED WITH ANnunR aIAtj&MlbRER.TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOOILI[ TYPE. VERIFY ANCHOR CAPACITY WR (iA `T11NK`....•. 654 CHECK NOR LNOERGROjfNp `.UTILDTE$ PRIOR TO ANCHOR INSTALLATION LOCATION OF TANK RELATIVE qTO ADJACENT STRUCTURES AND FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS THE ]NSIBILTTY OF OTHERS. " THE. -TANK AS SHOWN l'IAS. BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT DURING THE BASE I. EVENT" O COPYRIGHT 2016 - FAIM ENGINEERING. LLC AMERIGAS PA , DAT ' Consulting Engineer $40111 - CA28108 _-_-^