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Home My WebLink AboutConstruction PlansDEC 20' :9 ST. Lucie County, --�"` SITE T ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE LEGAL DESCRTPRON THE EAST 30.00 ACRES, LESS THE NORTH 840.00 FEET THEREOF, AND THE SOUTH 4.00 ACRES OF THE WEST TOM ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST WARTER OF SECTION 28. TOWNSHIP 35 SOUTH, RANGE 39 EAST. SAINT LUCIE COUNTY. FLORIDA. NOTES 1) NOT VAL(D 1NTHWT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A RORIOA LICENSED SURVEYOR AND MAPPER. 2) ADD TONS OR DELETIONS TO SURVEY MAPS OR REPORTS. BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING MRVEYCR. 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WESSITE OF THE SAINT WOE COUNTY PROPERTY APPRAISER. 4) SAID PARCEL CONTAINS 16.13 ACRES (70$622.60 SQUARE FEET) MORE OR LESS. 5 BEARINGS AND INSTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE NOTED. 6) BEARINGS SHOWN HEREON ARE RELATVE TO THE EAST UNE OF THE NW 1/4 OF SECTION 33. TOWNSHIP 35 SOUTH. RANGE 39 EAST. 7) THE LAST DATE OF RELD WORK WAS JANUMY 3, 2019. B) UNOERGRWND UTIUTES. FWNDATONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED 'NOS C-17: HAVING AN ELEVATION OF 21.00 FEET NAVD86. THE ONSTE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESGNAMMS 'K' BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON ROW INSURANCE RATE MAP NO. 1211100070J, ST. WOE COUNTY, FLORIDA. WITH AN EFFECTIVE DATE a FEBRUARY 16, 2012. LEGEND (P) PLAT DATA TYP TYPICAL (F) FIELD DATA EL. ETEVATOV (C) CALCULATED FROM RELD MEASUREMENTS CONC CONCRETE FND. FOUND WM WATER METER P.C.C. PUNT OF COMPOUND CURVE TOB TOP OF BANK P.R.C. PONT OF REVERSE CURVE (RAD) RADIAL LINE P.LS PROFESSIONAL LAND SURVEYOR 1P TRW PIPE L . LICENSED BUSINESS O PERMANENT CONTROL POINT (PCP) IRC R HIGH ROD k CAP • I RON ROD k CAP (IqG)S DELTA (CENTRAL ANGLE) ELECTIOC PANEL R L RADIUS ARC LENGTH No. NUMBER TH BEARING PC POINT OF CURVE N. N.A. V.D. NORTH TH AMERICAN VERTICAL DATUM PT POINT OF TANGENCY COMMUNE® SEPTIC TANK ` WOOD POWER POLE IN MICHAEL T. OWEN PROFESSONAL SURVEYOR AND MAPPER ' " - S ATURE ATE FLORIDA REGISTRATON B5556 E*K4 ENGURE IS O SURVEYMS 10260 VILLAGE PARI(WAY UNIT "I PORT ST. LUCIE, M MST en2d 2b 5 S�wtlebmn Llcm4R Vpo E*:C4 10250 VILLAGE PARKWAY UNM201 PORT ST. LUCIE, FL M98T e 772d 2-MS S-13-180-5 1 OF 1 RINITY d ' `J l; ' `ia �+'� ��,,_r+ If`r' r;l•_ 1 1 V V--C t J k 3'rM 'I lr Y7 iA Y'C; r �\.. •. 1 ...%. �+� 9;3 tL �T '`Mu r Iri •- � �J1C I i - -- 2 �. Cti:o17E w. O C'";.'?RER I i p L\ \ I LEV .� -✓ • w17i LEG S=P.Ci%C- _General Specifications Conforms to the latest edifon of the ASME code for Pressure Vessels, Section Vill: Division t. Complies wish NFPA 58. Rated at 250 prig from 20- F. to 126* F. All tanks may be evacuated to a full (14.7 psi) vacuunn. Vessel Finish: Coated vvith epoxy red po-e,der. ( Tanks coated with the epoxy powder must be buried). For Aboveground use, tanks may be coated with TGIC ponder. Applicable federal; state or local regulations may contain specific requirements for protecuve coatings and attiodic protection. The purchaser and installer are responsible for camp?lance with all federal, state or loci regulations. / vAa2 FLCA- GAUCE� ANODE FUR -VALVE MACE sexrc= �Eu== -J Vk'_L FITTINGS LAYOUT UNt:,R DOME WATER OUTSIDE HEAD OVERALL 11 LEG LEG 'EIGHT CAPACITY DIAMETER TYPE LENGTH HEIGHT VIIDTH SPACING -I,NT FULANrfiY 120 wg. 464.2L 24" Ellip 6'- 5 13116' 3' - W 10 10 3'-0" 2albs. LOAD STA( 609.6mm 1671.3mm 911.4 mm 257.2 mm 914.4 mm 111•1 96 12 250tg. 31.5" Hem! 7'-211T T-7 1!2' <2 3(4' 3' 6" kg. 94e .3 L 800.1 mm 2197.1 mm 1104.9 rom 323.9 mm 1066.8 mm ;'21bs. 2.4.1 kg, S3 9 320 wg. 3':.5' Hemi 8' • 11 314" T • 7 1!2' 12 3?4" ' - G 14" m 2736.9 mm 1104.9mm 323.9mr,: E611bs. 45 0 500wg• 1 7/16" A. ..6 rm 5 0" 2o.1 k9em9-10 1892.5 L 950.5 mm 2997.2 mm 1255.7 mm 381.0 mm 1524.) mm it tbs.. 335.1 8 f0001vc• 40.96" Hemi 16.10 13/16" 41-4 5,'W 16 1!4' 9' - C ka 3785.0 L 1040.4 mm 48,6.E mm 1344.E mm 4 i2.8 m 2743.2 mm 1'231bs. 734•; ke 15 5 Re'r. Jae. t.'cr:e" STORAGE TANK IS ADEQUATELY ANCHORED TO PREVENT FLOATATION, COLLAPSE OR LATERAL MOVEMENT DURING THE BASE FLOOD EVENT. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA 54-58, NATIONAL FUEL GAS CODE AND FLORIDA FUEL GAS CODE 2017. TANKS INSTALLED IN TRAFFIC AREAS SHALL BE PROTECTED WITH GALV, STEEL SCHED. 80 PIPE BOLLARDS (,CO) 6' LONG X 3' BURY DOM WITH CAP ® 3' O.C. PROPANE TANK BUOYANCY MAX BUOYANCY = pagsVtA = 1.94 slug/ft3 32.2 ft/s' s 66.84 ft' = 4176 LBS NET BUOYANCY = MAX BUOYANCY — WEIGHT OF EMPTY TANK = 4176 LEIS — 871 LEIS = 3305 LEIS FORCE ON r CABLE = 3305 / 2 = 1653 LEIS TENSILE STRENGTH OF r CABLE = 7000 LEIS FORCE ON AUGER ANCHOR = 1653 / 2 = 827 LEIS MIN. PULL—OUT RESISTANCE OF AUGER ANCHOR = 1360 LEIS LP TANK r 7x19 GALV. AIRCRAFT CABLE 2 TOTAL (IN POLY. SLEEVE) AUGER ANCHOR, 48' LONG W/ 6.0 HELIX 4 TOTAL SIDE ELEVATION SCALE 1/4' - P-O' F' \ 9LB. ANODE BAG LP TANK EXCAVATION SIZE. I 121 x 4'W x 451) r 7x19 GALV. AIRCRAFT CABLE STRAPPING BOLT AUGER ANCHOR, 48' LONG W/ 6.0 HELIX FRONT ELEVATION SCALE 1/4' - P-O' Ferrellgas 3232 SE Dixie Hwy. Stuart, FL 34997 DRAWN: APPROVED: DRAWING NUMBER Tel_ LP500 PIPE AND TUBING SIZING TABLES 58-83 Table 15.1(n) Maximum Capacity of CSST in Thousands of Btu per Hour of Undiluted liquefied Petroleum Gases at a Pressure of 11-in. Water Column and a Pressure Drop of 0.5-in. Water Column (Based on 1.52 Specific Gravity Gas) EHD* Tubing Length (ft) Flow Designation 5 10 15 20 25 30 40 50 60 70 80 90 100 150 200 250 300 13 72 50 39 34 30 28 23 20 19 17 15 15 14 11 9 8 8 M 99 69 55 49 42 39 33 30 26 25 23 22 20 15 14 12 11 18 181 129 104 91 82 74 64 58 53 49 45 44 41 31 28 25 23 19211 150 121 106 94 87 74 66 60 57 52 50 47 36 33 30 26 23 355 254 208 183 164 151 131 118 107 99 94 90 85 66 60 53 50 25 426 303 248 216 192 177 153 137 126 117 109 102 98 75 69 61 57 30ip 744 521 422 365 325 297 256 227 207 191 178 169 159 123 112' 99 90 31 863 605 490 425 379 344 297 265 241 222 208 197 186 143 129 117 107 Note: Table includes losses for four 90-degree bends and two end fittings. Tubing runs with larger numbers of bends or fittings shall be increased by an equhalent length of tubing to the following equation: L = l.Sn where L is additional length (ft) of tubing and n is the number of additional fittings or bends. * EHD — equivalent hydraulic diameter— a measure of the relative hydraulic efficiency beaveen different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing. Souris: NFPA 54, National Fuel Gas Code, 2002 edition, Table 12.28. Table 15.1(o) Polyethylene Plastic Pipe Sizing Between First -Stage and Second -Stage Regulatorst Nominal Outside Diameter (IPS) Plastic Pipe Length (ft) t/s in. SDR 9.33 (0.660) 3L in. SDR 11.0 (0.860) 1 in. SDR 11.00 (1.077) 1 K in... SDR 10.00 (1.328) 11/r in. SDR 11.00 (1.554) 2 in. SDR 11.00 (1.943) 30 2143 4292 7744 13416 20260 36402 40 1835 3673 6628 11482 17340 31155 50 1626 3256 5874 10176 15368 27612 60 1473 2950 5322 9220 13924 25019 70 1355 2714 4896 8483 12810 23017 80 1261 2525 4555 7891 11918 21413 90 1183 2369 4274 7404 11182 20091 100 1117 2238 4037 6994 10562 18978 125 990 1983 3578' 6199 9361 16820 150 897' 1797 3242 5616 8482 15240 175 826: 1653 2983' 5167 7803 14020 200 778 1539 2775 4807 7259 13043 225 721 1443 2603 4510 6811 12238 250 681 1363 2459 4260 6434 11560 275 646 1294 2336 4046 6111 10979 300 617 1235 2228 3860 5830. 10474 350 567 1136 2050 3551 5363 9636 400' 528 1057 1907 3304 4989 8965 450 495 992 1789 3100' 4681 8411 500 468 937 1690 2928 4422 7945 600 424 849 1531 2653 4007 7199 700 390 781 1409 2441 3686 6623 800 363 726 1311 2271 3429 6161 900 340 682 1230 2131 3217 5781 1000 322 644 1162 2012 3039 5461 1500 258 517 933 1616 2441 4385 2000 221 443 798 1383 2089 3753 Notes: (1) Maximum undiluted propane capacities listed are based on a pressure of 10 psig 6rsi-stage setting and I psi pressure drop. Capacities in 1000 Btu/hr. (2) Dimensions in parentheses are inside diameter. 2004 Edition TUBING 2 2017 Edltlon I�1 PIPE AND TUBING SIZING TABLES 58.115 Table 16.1(m) Comoigated'StainlewSteel INbing,(CSST) Tube Size (EHD) Nominal Size: ,!/e W. %y" %ye .ljn s/i' 1° 1" 1V4" 1%" 1'/y" 1%rn 2u 2n Flow Designation: 13 15 18 19 23 25 30 31 37 39 46 48 60 62 Length (ft) Capacity in Tbousands of Btu per Hour 5 72 99 181 211 355 426 744 863 1,420 1.638 2.830 11,270 5,780 6,550 10 50 69 129 150 254 .903 521 605 971 1,179 1,990 2,320 4,110 4,640 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 1,400 1,650 2.9.10 3.290 25 $0 42 82 94 164 102 325 379 583 762 1,250 1,480 2,630 2,940 30 28 39 74 87 151 177 297 344 528 698 1,140 1,850 2,400 2,680 40 23 33 64 74 131 153 256 297 449 610 988 1,170 2,090 2,830 50 20 30 58 66 118 137 227 1 265 1 397 548 $84 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 .27 99 117 191 222 330 466 745 890 11590 1,766 80 15 23 45 52 94 109 178 208 307 438 696 831 1,490 1�650 190 15 23 44 50 90 102 10 197 286 414 650 787 1,400 1,550 100 14 LO 41 47 85 98 159 186 270 393 (121 746 1,330 1,480 150 11 l5 31 36 66 75 123 143 217 324 506 fill 1,090 1,210 200 9 14 28 33 60 69 112 129 183 2.1914 438 531 948 11050 250 8 12 25 30 53 61 99 117 163 254 390 476 850 934 300 8 ]1 23 26 50 57 1 90 1 107 1 147 1 234 357 434 1 777 854 EllD: F.<itthillent hvdraulic,diameter. A meanire (if, tile rclative hvdlxulirc111cienm between diffirreni whint,sizes. Thi i4 nev ihn. d,u. N'IMM ,1.., greater the gas capacity of the taking. Notes: (1) Table Includes losses for four 90 degree bends and two end fillings. Milling runs with larger uuntbets of brnrlsand/or Iluings a1u111 be increased by an equivalent length ol'tubing to the following equation; L. 1,3n, where I. is additional length (ft) of utbing ❑n(I a is the number ol'additionnl linings and/or bends. (2) All table entries me rounded to 3 signific to digits. 2017 Uilloo 0':' =as a first regulo L P�d 00 as ins or is faCory set to reduce container a erin BTI U T for r_ %a rZ t:i int. _f mu We reawres =beProduct d Ice service valve using eiti, "g" Pa POL;3d::.' U" PHJUI. Large & PT bonnet vent can easay be Piped -away underg== adapterr, ns Wft6ut the need of glue kits or extra • NonAdj'ustable Large flow orifill 1856-ts freeze UPS due to "I' concentration in LPG vapor. Design Provides for good now regulation at both high a nd low container Pressures. E'uHt In relief valve and Pressure requirernents. travel step ODnIPIY wb NFPA 58 over lncorpomtes W F NPT- downWeem Pmwm 13P for an easy Wine diea of the ' rRguletor's delivery pressure Molded diaphragm Provides an body and bonnet both' tYPa sea) between the • "dy and bonnet are assembled in U. uSAu,jn, the unique, Patented RegUlok seat system. I • FLIV Painted in brilliant and for complete omosion Prote - clion. • Mounting brd aVallable as an accesecT Pan munber 2302-31. rdaterimb Body..._..........._.. .. . . .............................. ...... Spring. . . . . .................. Seat Disc........_._ ..... . ....... —,-F;WienI Rubber ... Entegrated Fabric and sym"c Rubber An MEMO 100 Rego 0. Ebk NCZ?244 US4 "`" -1 (336)449-7707 Application Designed to reduce first 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 Watts. Feaftnes • Large vent helps prevent blockage and has 3s' 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. • hxorporates integral relief waives. • Replaceable valve orifice and valve seat disc. • Straight line valve dceure reduces wear on seat disc. • Unique bonnet vent profile minimizes vent freeze over when propedy installed. • Large molded diaphragm is extra sensitive to pressure changes. • Built in pressure tap has plugged % F.NPT outlet Plug can be removed with a 95a hex alien wrench. • Select bnrvm finish. liac%14O1,HYlt Elesign Mounts directly to horse fine piping- Eliminates need for union joints. elbows, and mounting brackets. Quick and easy to install. lYlatea°i;31zn Body.... ... ....... »_....................................................... Die Cast Zinc Bonnet_............................................................... ._... Die rest Zinc NozzleOrifice ....... _....... ............ _....... ........... _......... ........ Brass spring_ ..... ___._.._..__._.._._.._._..---_._...---_.....__._. steel Valve Seat Disc ... ».............. ......... ...... ........._.._. Resilient Rubber Diaphragm .._....... _.......... Integrated Fabric and Synthetic Rubber wj �Eic�i°3!a��irL tinny. 250.000 504000 - 750AOD 1. O"OD r_ �L LEE 11' w.c. at 10 PSIG Inlet 9'to IT w.c. Overldet 935,000 LV440384 % F. NPT #28 Dn1f LV44031345 W F. NFr LV4403846R' "LV4403666- Y.' F. NPT LV4403B06R• . ii"kr pu4 deslgi . —Awd mCaw tusrd w 10PSIGirddamle'wt delmyp�m As I—O 100 RMOOr.laom NC 21244 USA we+uap ro&j& wm •1 (33fi)449•7707 i.. December 30, 2019 St Lucie County Bldg Dept 2300 Virginia Avenue Fort Pierce, FL 34982 Attn: Plans Examiner Re: Permit 1912-0413 0.EMVeD OEC 3`0 Its geasra Cpa "; nt t t g Please see attached Trac Pipe table showing 3/" CSST for 177K btu's. Should you have questions, please call me. Sincerely, VW Kim Wilkins Permitting Attachment 3232 SE Dixie Hwy Unit A, Stuart, FL 34997 * Phone: 772-287-4330 * Fax 772-287-3456 '1 earn r-r rrwYmmrvv r o p..o.....,... M-lfCYp}ci1TP9 Trpepipe"Conntor3trik®°:CfiST In TIWye�tlsntStU{rer�il eGaa *'�Xr as roauro :T�Igwo.�-'] ufoDc¢p�:,�it (eeaed on a 1533poei8e Gravity 12620 BTU per cubic toot Gas) - Tubin Length Ooet) •' s r.. _ 7 '1800 EHD '" 9 S0 ' is, 20 25 30 t 49 50 70 TS=' BO 90^ 100 725 1N 200 '''250 300 Sod S00 400 T00 90d 900 1000 11o0 1.20D 1309 1400Y ,SW I-, 318' 76 100 71. -. 59 52 - 46 43. 36. 33 '-9 28 27 _27 25 24 22 19 17 16 14 13 11 9 9 8 a 8 8 6 6 6 6 .. '54`, 'df c `38: �-32 25 'Tl' 19. .. "IT -_18-_ t 16^ :=14 14- 14 `:' , 13-.' 1)2 -19 '''218 AST''128 .111' ;IOD 92` '7 ` 71'�-B6. BO-' fig 67 51 46_ 30+ ;21 .1T ' 52 49 46 43 41 38 36 35 35 33i 14^a..,J25.a 'S45 t r 38dr..'318: :277v' 2d 9 226.� *777w . iBt : 750 14 141 133 1 712 103 90- 81 73 83 57 �308' -33�-.30T '.T75 255 `6247 �239 '225T, 214 .'182 976 `-15T IW 125.- 108 '07 ..59 82 ^76 73- .-98' 65" '63- 60 753^ "`-8- 063 573, •-472 423 ..,.:... 234 203 782 168 164 144 136 730 123 119 tU 5091 1367 1768 249 .1023 BBB' _788: .-728' x:632. -.587 61 480 1 480 450�: 424 402. 381 329. 287. 258 . .e `u60T '439`,. '3m `275' -252. 233 ` 21T- Y04 ' 190: bP "; �fY834z `i90T: I!.iG26 .i4 a258 11178�� 990 088 r 80�S... 740. 720'' 697+ deY''. 822 588.. �301 z .u309 4845 -3T97 1905 1764 1704 1650 1558 1477 1322 1208 1047 938 855 7b1 683 fi05 580 524 494 469 448 429� dtY Jffi� - T 62. 6558 3290 2945'288 -2331 2085 - :nmas renns Is the maeue yaws �ofwb.ewnd n i the addl .,e.,.... L=7.3n1MerP L Is the eddNonal IengN of lirb4p end n isthe number of addubnel g8ingsand/or bends. tl It CO m i. . TWO P 7A Propane Co% Pressure ` C L -Size 'EHI - 8 1!_.i-.15 r lit • ' _ F