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HomeMy WebLinkAboutAG & UG Propane TanksQuality Stet. _zirporation AG/UG Propane Ta.....: Ea wIDl" 1450 n9. AND UP APPROXIMATE ABOVEGROUND/UNDEGROUND (AG/UG) VESSEL DMENSIONS AND SPECIFICATIONS WATER CAPACITY DIAMETER (OD) . HEAD TYPE OVERALL LENGTH OVERALL HEIGHT . LEG* WIDTH LEG"* SPACING WEIGHT (lbs.) **QUANTITY FULLLOAD PERSTACK *120 wg. 24" Ellip. 5'-8" 3' 1'-1 1/2° 2'-101/2"or T.11" 260 108 196 161 12 50 wg 30" Hemi. 7'-10" 3'-8" 1'-5" 4'41" 480 54 9 *320 wg. 30" Hemi. 9'-7" 3'-8" 1'-5" - 5 620 1 45 9 500 wg. 371/2" Hemi. 10, 4'-2" 1'-8" 5 950 37 130 8 1 6 1000 wg. 41" Hemi. 16' 4'-5" 1'-8" 10�1" 1,800 17 115 61 5 1450 wg. 461/2" Ellip. 17'-4" 4'41" 1'-9" 11'.7" 2,650 12 4 1990 wg. 461/2" Ellip. 23'-11" 4'-11" V-9" V 3,520 8 4 Dimensions and specifications shown are approximate. Individual vessels may vary. •Leg spacing +/- 2". Leg widths and spacing may vary based on mfg. location. Check with your salespason for details. 120,250,320 wg. standard tanks - no holes in legs (one center hole an request). 500 and 1000 wg. standard tanks- 2 holes 16" on center. 1450 wg. 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 Pressure Vessels, Section VIII, Division 1. Complies with NFPA 58. - Rated at 250 psigfrom -20' F to 125" F. All vessels registered with National Board. -Two service options 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 polyesterfinish or liquid applied epoxy primer coat followed by urethane topcoat, supplied with steel AG/UG dome. All vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel. Updated June 30, 2015 IV. CABLE W/ CLAMPS TO (PULLED ANCHOR STRAP (2) LAYERS OF FELT BETWEEN STRAP AND CLAMPS TO (PULLED - UNDERGROUND .TANK HOLD DOWN DETAIL GENERAL NOTES: 1. HELICAL ANCHORS SHALL HAVE AN ALLOWABLE PULL-OUT CAPACITY AS SHOWN E110W. ANCHORS SHALL BE INSTALLED PER ANCHOR AIAN&J' CORER _TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE:. VERIFY ANCHOR CAPACITY WITH i0(,(aC,.All4'fANK .`,� -:: 1350# P4_4TANK 65fi .. "CHECK FOR. UNDERGROIJNQ`.(JTILIT1ES PRIOR TO AN INSTALLATION S. LOCATION TANK RELATNE qTO DEPENDENT UPON LOCAL CODES AND IS THE ADJACENT STRUCTURES AND FEATURES ARE tESBONSIBILTTY OF OTHERS. T::: '[ THE. TANK.AS SHOWN HAS. 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(Based on a 1.525pecific Gravity / 2520 BTU per cubic foot Gas) Tubing Length (feet) •• t• 3/e° 15 100 77 59 52 46 43 36 33 30 28 27 27 25 24 22 19 17 16 14 13 11 9 9 8 8 8 8 6 6 6 6 ttJ4'`/(1' RE'e�,.''�.R�i$rM a�^'T"'�yA]" .^� s;R a W, �K^trS� I � of f R 3/4° 25 545 368 318 277 249 726 198 177 761 150 146 141 133 127 112 103 90 81 73 63 57 52 49 46 43 41 38 36 35 . Ilk W �� 'e�. Z'� :�# 6MIR '+ ;., ifi,. `7" ° 4'v4 ''.i $ -w� 3�6' Mn 35 33 M- 3, i 3 1 v1' 39 1799 1240 .Jr+s 4 %am ¢¢¢ oos va. s sae a a 94e 910 424 4e2 361 329 287 756 234 203 182 166 154 144 136 130 123 119 114 109 106 Ov xb, x .,:ar +b ... ...,,T> u wx 'b""�tlY i, 1 5 7 % 23 7 ✓u# 6v�`Sai' ik fg' ^. "T . `iC= Ci :t e $.5.`J �797 e524 2° 62 6558 4645 `Notes 3290 2945 2688 2331 2085 1905 1764 1704 1650 1556 1477 1322 1206 1047 936 855 741 663 605 560 .' 494 469 x 448 429 412 397 Obloabwe Ndudelmses fyrrcuryudegrtabendnMNaeendfiMnya TUHnymnenlMlasgernumbers otbendaand/orRYhrysshallbelnveued byfiee9ulvalentlenpMeftu6lnp to Ne fo0owing equation: U1 Jn wM1ere L b M e atldlae nal IengM of tubing aM n is be numb¢r of addlNanal filenys and/er bmtls. 383 Table P-1A Propane Low Pressure Maximum Capa iity¢fTacPipe*^CSSTi Thousands of BTU per Hour Propane Gas r°' a M _ °IL` i E o e Specific (Based ono 1.52 Specific Gravity/2520 BTU percubic foot Gas) ' Tubing Length (feet) 3/8° 15 138 100 82 71 65 59 5,r2 46 43 40 38 36 35 33 30 27 24 22 19 17 16 14 13 13 11 11 11 9 -v�rS •4 n %% 9 9 9 i.a �z♦� *�;l4ia 25 545 446 388 348 318 277 2�499 226 211 204 198 187 177-�� 158 146 127 172 103 90 81 73 6B 63 60 57 .k'1� 54 52 ;[y3'/I.4" �y763 Yriil ." � 51 6 % v x" § ,>:� s 49 47 111 '39 2467 1756 1438 1249 1119 1023 888 796 728 674 632 597 567 507 464 402 361 329 287 256 234 217 203 192 182 174 166 160 154 '(ae ` ?652ya- .?t' 9T,'6. ?° zuF�4 ,.... ,' 93, gig" �..r,-._} p ,6 t 5�-.p'az'—m�,9 a�r``a' .... s'.Xa'""vm'"sue ,.a -.: d. ,."®.° ✓ d ti s:a... � ` . �f 9.:0`' .1 7. ...'3 . lz µTlft"..° R .,..,.�t.' i$�+" � lL .it �7r 6� �52'#.+ 149 2° 62 Notes: Q161E4Wvalent Th eNghvtheelpnumberlM1egmterthe6ewapadbyrthepiping 9259 6558 5361 4645 4158 379] 3290 2945 2688 2490. 2407 2331 2198 2085 1867 1]04 1477 1322 120fi 1047 936 855 792 7q1; 698 663 Hytlraubc6lamele4 AMeme6olalaewMSA reflec6Nehydrau6epedelmansxaflhe N6Iny. I[Hneta Isuephysiolmeasure. Thknumberis usedto cem 632 605 581 .SfiO 541 f Nbbre b Iba Table•abovelntludelenesfarhur9egegrtebendsandtwaendfittin9s Tubing mns Mlh lareernumben ofbeWz'and%rbfM1Mg hallbe nnetaetl by Neequlvalemlength foaewNg equattom U13n when L Y [he addxlonallm9M of tubing aIM n b the numbv of addl6onal fiN4gs and/or bends