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REV-18-30932950 MW 24 S3rtvt-4.MiaM7 , FL 33142=10 SIJi ii 45 SF ICES. 30S$352*FIX 1177O WIles-Rd�arcii Springs, Fa 33o76 3 3� � 954-725-CBS(oFa,a:354-752-2797 V!su - �T p ZO1 _ _ BY DATE �-nratlp Pips H',L:3 AND PFr,lJl-A7ir,':5 72 l7w- P.LUMBING PLANS Date_/ Approved _ _ Disapproved _ Disapp --Date-, [E lv� *:-ribLv- —T Z:,;-i- R7E� 1Gcc-1; �j • •• •• • • •rDATWE • l�a�AltUr�1.e�.;s INTENDED TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE between single- or Nominal 2 /�_ I/ _ Actual lD 0.622 0,82424 I.0_49 Length (it) 10 291 608 1,150 20 200 418 787 30 160 336 632 40 337 287 541 255 480 GAS PIPING INSTALLATIONS one Undlluted Propene Inlet Preeeure 1 To in. w.c. Pressum Drop 0.5 in. w.c. Specific are vIty 1.50 to- ...•••,ire,. reoulator and appliance. PIPE SIZE (inoh) 1.380 1.610 2.057 1peolty in Thousands of Btu per Hour 2,350 3,520 6,190 1,620 2,420 4,660 1,300 1,940 3,150 1,110 1,660 3,210 985 1,480 2,840 2l� 6 2.469 3.068 4.02G 10,800 7,430 5,970 5.110 50 60 12 I10 231 434 892 1,340 2,570 4,100 • Op 101 212 400 821 1,230 2,370 3,770 3,510 • pg �94 T97 372 763 I,140 2,200 2,070 3,290 2 • •' • • 89• 185 349 716 677 1,070 1,010 1,950 3,110 I50' ' 84, 175 155 330 292 600 999 1,130 2,760 175 •�•• •. f1 140 265 543 814 I,S70 2,500 • • 4 2 0 • '•61 129 243 500 749 1,440 2,300 3 0 • 0 • 0338 120 227 465 697 1,340 1,190 2,140 1,900 350 "'51 107 201 412 373 618 560 1,080 1,720 0 .. •� 97 182 167 344 515 991 1,580 1• •' • ,� 40 89 83 l56 320 479 922 1,470 Sty , 7 78 146 300 449 865 1,380 • 600 35 73 138 283 424 817 1,300 33 70 131 269 403 776 1,240 650 32 66 125 257 385 368 741 709 1,180 1,130 700 750 30 64 120 246 115 236 354 681 1,090 800 29 GI 59 III 227 341 656 I,050 850 28 27 57 l07 220 329 634 1,010 900 26 55 104 213 319 613 978 950 25 53 100 206 309 595 948 1,000 25 52 97 200 300 518 921 1,100 24 50 95 195 292 562 895 1,200 23 48 90 185 277 534 850 1,300 46 86 176 264 509 811 1,400 22 44 82 169 253 487 777 1,500 21 42 79 662 243 468 746 1,600 20 451 719 1,700 19 40 39 74 151 226 436 694 1,800 19 38 71 146 219 672 652 1,900 18 37 69 142 212 409 2,000 For SI I inch = 25.4 m IB n, I toot = 304.8 min, I pound per square inch.. = 6.895 k-a, l /1i�1 ate n174 Ofaa88 kf a, i British thermal unit per hour = 0.2931 W, I cubiaQO�1 sr��111�'SS Date,. Note: All table entries have been rounded to three signilica A l! �nroved Approved roved Disapp Date_ 19,100 13,100 1 ,,6 00 9,030 8,000 7,250 6,670 4,420 3,780 3,350 3,040 2,790 2,600 2,440 2,300 2,190 2,090 2,000 1,920 1,850 1,790 1,730 1,680 1,630 1,580 1,500 1,430 1,370 1,320 1,270 1,230 1,190 1,150 39,000 26,800 21,500 18,400 16,300 14,800 13,600 12,700 11,900 11,200 9,950 9,010 8,290 7,710 6,190 5,700 5,300 4,970 4,700 4,460 4,260 4,080 3,920 3,770 3,640 3,530 3,420 3,320 3,230 3,070 2,930 2,800 2,690 2,590 2,500 2,420 2,350 4.29 FLORIDA BUILDING CODE - FUEL GAS, 5th EDITION (2014) Cupyrighl �� zui , IC(:. Al.l.11ll I'S llliSlil(VV0 Acccsscd by eddy mrra un Nnv nt, tm> n:zn: u, ,\SI 1,,I, t to License Aarecmcm with ICC. No ftwl r reprnJ mi'm ur ,Iklra ght";p,lltp101 ANy UNAU'11 IOI(IZIID lu:11t90UCI'ION Olt OIS'I'I(IaUFIUN IS A VIUI.AI-ION OF 1'1•IF ITIARAl. COFY100 I I m,'l AND I'lili I.ICENSL uttom AGIIfl::blliN'1',ANU SUIIIr:CI"1'O CIVIL U AN(:JUNIINAI. PENAl. I'II?S I'l RIiUN111U( • • • ••••• •••••• • • **Sege TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST) INTENDED USE: SIZING BETWEEN SINGLE OR SECON Flow D'010natfon 13 15 18 19 23 Length (N) 5 72 99 181 211 355 10 50 69 129 150 254 15 39 55 104 121 208 20 34 49 91 106 183 25 30 42 82 94 164 30 28 39 74 87 151 • •V• • 23 33 64 74 131 50" 20 • a30 SB 66 118 • e(� • g 70 19 • I 26 V 53 49 60 57 107 99 • gQ 19 45 52 94 • •• • 2 44 50 90 85 • five 14• 20 41 47 • ?Me 1. • • T5 31 36 66 2Q0 9• • • 44 28 33 60 • • 8• • • _42 25 30 53 300 21 e ' I 23 26 50 STAGE (Low TUBE SIZE GAS PIPING INSTALLATIONS Gae Undiluted Propane Inlet Proeeure 11.01n. w.c. Preeeure Drop 0.5 in, w.c. specific Gravity 1.60 Inl REGULATOR AND THE APPLIANCE SHUTOFF VALVE 230 31 37 I 39 I 46 I 48 I 60 62 Capacity In Thouaenda of Btu per Hour 426 744 S63 1,420 1,638 2,830 3,270 5,790 6,550 303 521 605 971 1,179 1,990 2,320 4,110 4,640 249 422 490 775 972 1,620 1,900 3,370 3,790 216 365 425 661 $47 1,400 1,650 2,930 3,290 192 325 379 583 762 1,250 1,480 2,630 2,940 177 297 344 528 698 1,140 1,350 2,400 2,680 153 256 297 449 610 988 1,170 2,090 2,330 137 227 265 397 548 884 1,050 1,870 2,080 126 207 241 359 502 805 961 1,710 1,900 117 191 222 330 466 745 890 1,590 1,760 109 178 208 307 438 696 $33 1,490 1,650 102 169 197 206 414 656 787 1,400 1,550 98 09 186 270 393 621 746 1,330 1,490 75 123 143 217 324 506 611 1,090 1,210 69 112 129 183 283 438 531 948 1,050 b1 99 117 163 254 390 476 850 934 57 1 90 107 147 234 357 434 777 854 h = 6 g95 kpa I -inch water column - 0.2498 kpa, FOAVI'iRQ = 25A mm, I roof = 304.8 Imn, I pound per square me i British thermal unit per hour m 0,2931 W, I cubic foot per hour = 0,0283 m'/h, I degree = 0,01743 red. Notes: I. Table includes losses for four 90-dogrec bends and Luc end fittings. Tubing runs with larger numbors of bends and/or fittings shall be increased by an equivalent length of tubing to the following equation: /. = 1.3n where L is additional length (feet) or tubing and n is the number or additional fittings and/or bends. 2. [I -Equivalent Hydraulic Diameter, which is a me:uure. of' the relative hydraulic efYciency between different tubing sizes The greater the value of F the greater the gas capacity of the tubing. 3 All table entries have boon rounded to three significant digits. - pLU1V wG PLANS Approved Date Pisapproved Date FLORIDA BUILDING CODE - FUEL GAS, 51h EDITION (2014) 4.33 Copyrigh(q 2, s ICC AI.LIIIOH'I'S ItIiSIiltVliUAccess . ed by eddy farts an Nnv iu, tm i n:ac in r\M purarein m Licen.c Agrecuam rvuh IC(' Nu liinher apnul(¢uun ur dislrRnitIM, amburiud. ANY UNAU'I'NORIUD REPRODUCTION OR DISTRIBUTION IS A VIOLA PION OP I'Flli I IiUIiIIAI. COPYIUCiIi'I' Ata ANI) I'I Ci I.I0:NSI. AGIIITMI:N'I', AND WI111,C1 1'0 (:IVII. AND CRIMINAL PCNAIa•IIS'rH1:RgUNDIM INSPECTION RECORD STRUCTURAL INSPECTION WEI INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails JA ADA compliance DOCUMENTf Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS PLUMBING INSPECTION I DAIE I INSP 110�4— Roughi Water Service 2nd Rough 1Ci / 1 Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas-' t LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final �� Cr PLUMBING COMMENTS c MECHANICAL INSPECTION INSP Underground Pipe ;DATE Rough entilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS