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HomeMy WebLinkAboutProduct Approval Table 15.1(o) Polyethylene Plaa°.Sipe Sizing Between Pn st-Stage and Second-W, Reguiatdrs:lVaminal C+ntside Diameter(ITS) two Plastic Pipe Y2 in. a/�in. 1 in. Min. 1x/z im 2 in. �S I� , Length SDR 9.33 SDR 11.0 SDR 11.00 SDR 10.00 SDR 11.00 SDR 11.00 A (0.660) (0.860) (1.077) (1.328) (1.554) (1.943) Lip 30 2143L2238 7744 13416 20260 36402 �0 40 1835 6628 11482 17340 31155 50 1626 5814 10176 15368 27612 cps 60 1473 5322 9220 13924 25019 70 1355 4896 8483. 12810 23017 �NEw� 80 1261 4555 7891 11918 21413 90 1183 4274 7404 11182 20091 --)P100 1117 4037 6094 10562 18978125 990 3578 6199 9361 16820150 897 3242 5616 8482 15240 ���175 8262983 5167 7803 14020 200 778 1539 2775 4807 7259 13043 225 721 1443 2603 4510 6811 12238 .�AA V K 256 681 1363 2459 4260 6434 11560 O F 275 646 1294 2336 4046 6111 10979 s I�E 306 617 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 660 424 849 1531 2653 4007 . 7199 . 70& 390 781 1409 2441 3686 6623 800 363 726 1311 2271 309 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 frst-stage setting and 1 psi pressine drop.Capacities in 1660 Btu/hr_ (2)Dimensions in parentheses are inside diameter. ` 2004Edf6on - 3�•�3� StJ w,M��'n� �jp,LM C1okf N, , r4-- -3y419n cK %9L23 &jdAve. CIA. -The i ANSI Z223.1-53 1 PIPE SIZING � 5"3 GAS Table&3(h) Corrugated Stainless Steel Tubing(CSST) i aE ^�;'/-."_�'/'11 • � ��u1,��_I Q A � � Gas ZlndilutedPropane U , fi`F, ■Q"1/�i jV v InletPressure. 11.0 im w c CITY, Pt. 3 4 9 9 O Pressure Drop: 0.5 in.wx- Specific Gravity: 1.50 3r'H Flow Designation 13 T15 18 1119 23 25 30 31 37 39 46 48 60 62 1-gth(ft) Ca in Thousands of Btu per Hour 5 72 99 181 211 355 426 744 863 11420 1,638 2,830 3,270 5,780 61550 10 50 69 129 150 254 303 521 605 971 1,179 1,990 2.920 4,110 4,640 15 39 55 104 121 208 248 422 490 775 972 1,620 1,900 3,370 3,790 P 20 34 49 91 106 183 216 365 425 661 847 1,400 1,650 2,930 3,290 y�'• 25 30 42 82 94 164 192 325 379 583 762 1,250 1,480 2,630 2,940 30 28 39 74 87 151 177 297 344 528 698 1,140 1,350 2,400 2,680 -'-'-i40 23 33 64 4 131 153 256 297 449 610 988 1,170 2,090 2,330 fi0 20 30 58 66 118 137 227 265 397 548 884 1.059 1,870- 2,080 60 19 26 53 60 107 126 207. 241 F 359 502 805 961 1,710 1,900 70 17 25 49 57 99 117 191• 222 330 466 745 890 1,590 1,760 80 15 23 45 52 94 109 176 208 307 438 696 833 1,490 '1,650 90 15 - 22 44 50 90 102 169'. 28.6 414 656 787 1,400 1,550 � 1s 100 14 20 41 47 85 98 159 186 270 393 621 746 11330 1,480 s 1250 11 15 31 36 66 75 123 143 217 324 506 611 11090 1,210 200 9 14 28 33 60 69 129' 183 283 438 531 948 11050 250 8 12 25 30 53 61 99 117 163. 254 390 476 850 934 300 8 11 23 26 50 57 90 107 147 234 357 434 777 854 EHD:Fquival t hydraulic diameter.A measure of the relative hydraulic'efficiency between different tubing sizes.The greater the value of EHD,the greater the gas capacity of the tubing. Motes: (1)Table includes losses for four 90 degree bends and two end fittings.Tubing runs with larger numbers of bends and/or 11 1 shallbe increased by an equivalent length of tubing to the following equation:L=1.3n,where L is additional length A of tubing and n is the number of additional fittings and/or bends. (2)All table entries are rounded to 3 significaut digits. %.3 &jd-AVle CIRCLE' VO ua,e rk 6 L/%4 Pe 2015 Edition -moo o0� _N o. o 000/ - C oo-o-h - 000 1; TIP p� o i > ' 5` .:� ... 9> ,:-!.a r _ .,,»�fn.. `a,>r r"`' �1 �- { l di•-•+;.>e. '".: _ 1 3Z a CA - ''ti�` J _ ..;; .«.�-1..r•.:.9 � ' k F;� ice` �; °,� o ,' ii•,���`A r>fi'> I - , An 1 F,'.'.Ky� .� •F*+`•_., ....,\ s� 1p i� •>* .i ^3 �� r7.e ��., ''•� „'P ``i. •>e.S. � E `�T - i 1 •61 i I .l+ -.w - J•-S J�I.4 ,4A• / i `} '`tip l t'�' _ ..� 4 L •�` 'l;t.-� � /�_n ,:4_4 k.i.' ( D•r H >"a _ �.E t.a `Lhv:+4��y. �. I , i 358G 5� ' S-5 c rry t.;�4 • AT U-�'e 0t� gs. 1c6h15E # 'S LEGAL R EscRZP INOTO THE OT mOR PLAT HE EO t �`'(� ABBREVIATIONS LEGEND THE RESERVE,IN PLAT BOOK TO THE MAP)1 PLAT THEREOF, D Qt �f Z� EN Gy'Lv�+ C�RC AS RECORDED..PLAT BOOKTY,FLORIDA..OF HE PUBLIC �� 1 �+.r RKORDS OF ST.LUCIE COUNTY,FLORIDA. ,4p1 3 �� CI :COVER FORMATION a C �•uelie , FL' � � �5 a��g�D ♦� ^ ADDRESS:%2aEra Aver �n p I• I 'J�T�' v� CS , PORT Sr.u1C[E.FLORIDA 91906 �jj.�G LAJ A w Y UNPIrITTED O � Q2 tz n b 3 Eaw zEDGEOFWATER EL ELEVATION NOTES: RW ; s B2' FFE c EDGC H FLOOR ELEVATION '°W.��•• ��34•E , FND =FOUND SUB]EEr TOANYAWLSGMEEASEM94TS.FIBNTSOF-WAY.CROTM 2 u{�n• 156.1�' �P7 FPL cFLOFODA,POWER&LIGHT RESTRICTIONS OFRECORD. �2cj CN ILL ° 'A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS WV` LIM=LINDAH..BROWNING.FBMARI BF$LSTROM OFFICE (M) =MEASURED DISTANCE =NON RDA Y BnOALL ARE IN (P) PLA DISTANCE aBA TnNoNHqS.EB ATTDSCEJiBB.IIE OF BENCLAVE KAD=PARKER KALON NAIL 4DLSK RK ARE Rf1.ITiVE THERETO. r` =POINT OFQNGENCV BEARD" HA81EONAREBASEDWONONFES B�•£OF v =PA��TA OTHER AEREAMTTHEREARIIJB OF58o°a'oVEALL =PAVER SLAB OTIFR BEARINGS ARE RELATIVE TIBTETCIPROPERTY . \/� =RooacAP ^` S B2� LIEONE UTILITY-UUTIILIITTYFEASEMET 1z1 JEDA�TEFD 7J6 L2ANCE DAZOFFS. xiIOWN ON MAP MTE AS !)l' i f ��` T •,"rvt _Y}l YC6G v VALLEY CURB 3 GUTTER rN ACDFROM FLOODLIRRAM�RATEMAPS. -- Q� WA =WATER MEI'B! IN ACGSUROEY MAP TOR REPORTS BY OTHER THAN IGORDBETTONS A �`_ 2 ® _y��w L DELTA OF CURVE�TMFC TOHIBITED WTMORBORTSENCNSENT O THE SIGNINSPATY.IB WELL a' O. MB Y/Y PROHIBITED WITNOVT WRITT@1 CON58.1r OF THE 51R.IDiGPARTY. ` PS THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON v THIS SURVEY,THAT MAYBE FOUND INTHE PUB ICRECORDSOF ST. CABLE TeLemrON RmAR LUCKE COUNTY.FLORIDA. ® NOTYALIpVrLlC9TTNE5IGNATUREAPIDTNEORI6WALRAISEDSEAI OEM =SANITARY MANHOLE OFA FLORIDA IICETLSHI SULRYEPOOY, ANDAW9BL �} /\- _ / IEGALDEAi1PfIONFAOMWApL1NiYDEEDRECWDEDZNOFFICIAL Q A RECORD LarCO THINSOOK P,PASE SQUARE FEET.SAIN VCCE000NfYP/MICRECORO+ '�° COVp I• I�F6JT' '� '. .'_ , 1 / 1 LOT CONTAINS H,7005OVARE FEET. J __ ' 1 BV•T PRIVATE WATER 65EWBI AVAILABLE. WW�y Rya Ell , G BOUNDARY SURVEY FIELD DATBU-'11L6. LY THE SL64 8 1 L V CERTIFIED TO:TELEsE BLMZBts.LLC W Do AT THE w W A b COW 8.42' N ^ H V cL ) z 15TCgy � z 4LFB' FFE=sLal u820 Cd W POOP » o` _ ` �� ADDrOSED G W laoo µ.. -__- 7=ON m .Wi A z4 cas - Pn: fl E5 pyp 28.421 G( c - 'LSTOR 2 s9 ��o ij. ,� 6 PAS bRZW •(ioQ' CS cs Li Larr�°uTmrEo N `I I, .F !,B'R6CIILFND7C WT)<Ii.'., .�, ----___ _ �V e (Y3 ❑CS p 1 '/lam_ �\ z 132.Bg• --_ _ ra OR ❑ 5 a I" 4 Le Tf CA6 '� lo' 28 201 14.33' FM PM a ASSU �j� FMrAD 3.9' CD lip \` G 5ANr01EYW CURVE CHART �� IN CUT OUT \ 4PRDVFD 8Y: c R.KEYERSON j R=275.00'(P8M) Vl)_� - PROPOSED ADD7TTION I; , A.0+•20'S2•(PAM) J •`�• (y r L.20.97'�8M) NOTE:CONCRETE SLABS INSIDE ADDITION TO BE REMOVED T 1 TB 18 I` READ 80R PAGES ,////� DATA COLLECTED J� � V,„,Y��f •J /�� PROFESSIONAL SURVEYOR AND MAPPER 16-�30 STATE OF FLORIDA(P5.N J.5 SHEET: vy, y f tl '�2• icy .'� tl �y wi I � /� ..1-" -_���_ ��� _ , . � � . �+� - � _ 1 . . j . .�� , . ,, ,_ �, r : , ., .. }., \".�' .. \,� rr ���,� � � �i � ;� ,. ,: �� �- � �: ' � .� � - S E• z a„ r;�. t�, � j, . �yWy, i.( �s-„" �� >, �,., i. � ,�� yr.� ,� r� ,. ,= ,, _.-- r' � /'�� i ZRn .�� _W i'�. � � t� „' } ��� ��y ,� 'Y �4 Y� r��� �n � ��. ��� � S' _ _, y r -'K• d � \`a,�.-=%a��-_!4, tom, i^^'`� � �' -� ,s � _, �`.. r t A Er ASSEA �1 ; IWL a � C40KTOP SURFACE DE CUiSSON-PLACA DE COCCION t , m IMAI AS lorm STAINLESS AGIERnt '1( ABLE 2a225532G �z 9606, 826060244289003132 0031 'f t s. . w . - m I YII�:✓ ,1 i ui 9` f�e 0h c S� h� y-P, 31' t..oh.