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Home My WebLink AboutGAS PIPING SCHEMATICBOARD OF COUNTY COMMISSIONERS SGOB O ray GAS PIPING SCHEMATIC Gou -, \ uC\8 TANK SIZE: 3-120 GALS. APPLICANCE - TYPE/SIZE Al Water Heater A2 Rice Cooker A3 Deep Fryers A4 Woks A5 Griddles /_TI PIPING LENGTH & SIZE PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulation Division 4i APR 0 6 2C;g ST. Lucie County, pe,,T, 111 54 11 t 120,000 BTU 31,200 BTU 220,000 total BTU 200,000 total BTU 226,000 total BTU L15 FT. 3/4 HP INCH DIA. L215 FT. 1114LP INCH DIA. L330 FT. 11/4LP INCH DIA. L43 FT. 314 LP INCH DIA. L55 FT. 11/4LP INCH DIA. L63 FT. 3/4 LP INCH DIA. L75 FT. 11/4LP INCH DIA. L83 FT. 3/4 LP INCH DIA. L95 FT. 11/4LP INCH DIA. L103 FT. 3/4 LP INCH DIA. L11 FT. INCH DIA. L12 FT. INCH DIA. Revised 7/22/14 (PIPE SIZE WAS TAKEN FROM THE 2014 FBC FUEL GAS CODE — TABLE 402 L 2 )) ST. LUCIE COUNTY BUILDING DIVISION lEWrrqj FOR COMP E REVIEWED BY DATE PLAN AND MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Website: amv.stlucieco.aov 2300 Virginia Avenue - Fort Pierce, FL. 34982-5652 Phone (772) 462-1553 FAX (772) 462-1578 s p m RECEIVED APR PER j i Si. Lucie County, Permittin, I us APR 06 2018 1. ST. Lucie County, Table P-1 B Propane Maximum Capacity ofT2cPipe CSST inThoumnds of BTU per Hour Propane Gas Min.Gas Pressure• 1214 invvc FTubing Pressure Drop 20 , in'w.c (Based on a 1.525pecific Gravity 12520 BTU per cubic foot Gas) Length (feet) r 5 10 15 20 25 30 40 so 60 70 75 so •r 100 125 i5o 200 250 300 400 500 titer 700 'rr 900 1000t 1300 1400tt 3/8" 15 190 138 114 100 89 82 71 65 59 55 54 52 49 46 41 38 33 30 27 24 22 19 77 77 16 16 14 14 13 13 13 1R' l9 427 '.306 252 218 196 179' 157 939' 1 88 119 / 66- '/11 104 100 90 ':62 T7 b3 59 5t 46 41 36 36 3S 32 30' 30 28.. 27 27 3/4" 25 1069 763 625 545 488 446 388 348 318 294 285 277 261 249 222 204 177 158 146 127 112 103 95 90 84 81 76 73 71 68 66 1' 31 1840 1309' 1073 ^seen 933., 836 _. 765 663� 545 -543 503 488 °4�2 445" .a, 4`23 380' "347 347 "^01 30l .ar—w. 269' , 7 247 214s '191 192 176;. I'W T63 152. ^14 144. ...36 136 130 125 —,20 120 116 �111 1^` 39 3469 2467 2022 1756 1574 1438 1249 1119 1023 948 917 888 838 796 712 652 567 507 464 402 361 329 306 287 271 256 245 234 225 217 211 174; 46- 9023r g327? 2834, 2632 23083 1997, 1783. 1B2 i 43,504 ; 1406 1d35 -1256 1123, 1023 88S`a 790� 'i2q^ 622<. 556' 'S07y 4k9 439d 4„13 391 3741 358 344 331! :318. 2' 62 13073 9259 7568 6558 5869 5361 4645 4158 3797 3516 3398 3290 3103 2945 2635 2407 2085 1867 1704 1477 1322 1206 1118 110471 985 936 893 855 82.2 792 763 Notes: MDlhuivalent Hydmubc Diamete4 Athem misawNcbmaeclsthehydsaulk PedomuMeofthe Nbin9. Itbnma WePlMkal meaNs¢ghisnuniberbusMrocmnparelMm'tlualsizesbetnnntlAeren[man�dacturez MehlghuthemDnumberMegma theflonrapadtyattheplpiig. Table P-2 Propane Medium Pressure Maximum Capacity ofTracPipe CSST in Thousands of BTU per Hour Propane Gas MinXisPressure: 13-14, inw.c; Press4re. Drop (Based on a 152 Specific Gravity/ 2520 BTU per cubic foot Gas) Tubing Length (feet) Sae r 5 10 15 20 Is 30 40 50 70 75 so go 100 125 150 200 250 300 400 500 600 700 800 •sr 1000 1100 1200 13M 1400 1500 318" 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 1%2"119 A91 353 290 Z54 22B 209. <182 1641 150 740 135 131 124' 118 408 �9T 85 �6 10 '57 51 46� 43 40� 38 36 33 32 ,30 30 3/4" 25 1192 850 698 606 545 497 432 388 355 329 318 309 291 277 249 226 198 177 161 141 127 116 106 100 95 90 85 82 79 76 73 7ja-- 1" t 31 Tj "R9"T 251T 7863 wTYfM f720 99flSIT 1343 1106 TM^^PF" 976 .. 883 5¢^^ sE 825 sTMv" 77T. 719 m^m.n. .6 6 �;x^^ "673 632 596 .y.,,. 533 •' '470 a.......,w. 398' l352` 320 234 zxc'^^ 214 ,�„y.^''�. 196 782 169 160 152 146: d39 133, 128 .'125 9 3870 2753 2256 1959 1756 1605 1393 1249 [1]1M 1058 1023 991 936 BBB 796 728 632 567 518 450 402 367 340 320 301 287 272 261 252 242 234 31 ..2834 25&!, 2234a; =1997" )821; 1,,685 ,1626: w1574 -1484 1256 - 1145 �990 n -.885:.806 °697 '6, 2z - 526 491 4 2 439 A78 ',401 365 370:.. 358 2° 62 14609 10347 8456 7329 6558 5990 5192 4645 4243 3930 3797 3676 I'l;7406 3467 3290 2945 2688 2331 2095 1905 1650 1477 1349 124E 1168 1102 1047 997 955 918 885 855 •Nme:: TWl above lWQde lasms forfaur 9D4de, ebench and two endfaangx Tubing mN with lie, or numbers Nbends anNarfdengs sMI be Naeased by lheeauin xlength 9ftubug to thefalbwing eguatlom In13n where L 4 the addiemul len,th aftubing antln bthe number ofadditlonal A"s andVw bend, 1/8" COATE CABLE W/ CLAMPS TO (PULLET EYE B( COUPLING N 1/2° HILT] KWIK B( 3-1/2°.EMBED OR, POWE POWERSTUD + S RECEIVED APR 0 B : ,t` ST. Lucie County, perlYnr- ar 4" SLAB HAVE AN ALLOWABLE 'PULL—OUT CAPACITY OF 460®. ANCHORS SHALL BE INSTALLED PER ANCHOR �TEO LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE VERIFY ANCHOR CAPACITY WITH SOIL �UTILRIES PRIOR TO ANCHOR 'INSTALLATION 4 T0. ADJACENT STRUCTURES AND FEATURES IS-DEPWDENT UPON LOCAL CODES AND IS THE r. ,fBEN DESIGNED TO PREVENT FLOTATION. COLLAPSE, OR LITERAL MOVEMENT DURING THE BASE GCpi N/A; Of - 0.6 '7 pv' 0 COPYRIGHT 2017 — FARLEY ENGINEERING, LLC PAGE JDATE: AMERIGAS 05-05— �17 __ Cofuulln Englneer #40111 — CA28108 1 Of 1 8600 N. U.S, 1, Suite d2 , Se6o5Uan; Florida 32958 (722) 559.3286 f.