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HomeMy WebLinkAboutDRAWINGPage 1 of 1 _il LaKk4�� APR 20'2019 ant SCANNED BY St. Lucie County http://www.pasle.org/ImageSketches/sketch/13/13062-14014—I.jpg 4/19/2018 i 1LV. CABLE W/ CLAMPS TO (PULLED APR, 2 0 Permitting D1 St. LUCie I (2) LAYERS OF FELT BETWEEN STRAP AND 1/8" GALV. CABLE (2)HDG CLAPS ANCHOR (PULLED` TIGHT) 4" SINGLE ABOVEGROUND HORIZONTAL TANK HOLD DOWN DETAIL GENERAL NOTES: 1. HELICAL ANCHORS SHALL HAVE AN ALLOWABLE PULL-DUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE. INSTALLED PER ANr`HDR.MANUFAGTURER TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH 1111JNDEFTPROQY6 UTILITIES PRIOR TO ANCHOR INSTALLATION OF TANK%FlEtAXWE TO ADJACENT STRUCTURES AND FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS. THE OF OTHERS.. AS SHO`#N,,}tAS BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE. OR LATERAL MOVEMENT DURING THE BASE DATL)' I / I AMERIGAS 1 GCpi N/A; Cf = 0.6 '0 COPYRIGHT 2016 — FARLEY ENGINEERINC, UC ConsuRing Engineer #40111 — CA28108 8800 N. U.S. 81. Suite #2 . Sebastian, Florida 32958 (T12), 559.2296, W [mope firdetigi N@MPawnNrwu. roiuuw mww��.wn o�.an..wyr Copyi�9ht Tn15 Natlooei FGV Prohdion Azm®lion-W�F, by Wlh-eWAttl nPei 1115bn dNPPA PorGpWrstl wb p tlwaJd'�W,-w•••.Ga�uh9@^1P%°� . Chapter 15 • Pipe and Tubing Sliing Tables Ti1BLE 15.1(0) ft erltV' Plastic Pipe kv Between First -Stage and Second -Stage Regulators: Wont it4wl t sONimneter (FPM Gas. Undtlated Prop mte InktPressure: 0:11 p1i Pressure Drop: 1.0 pst tperifu Gravity: L52 Plencc Pipe _ . - h in. - 3 -++ 1 to _ 1%in -- - I'%ra --._-, 2in. Length SDR 9.33 5�.0 SDR 1110 SDR 10.00 SOR 14.00 OR 11.00 (/t) (0.660) (0.860) (1.078 (1.328) (1.554) (1943) 2 13416 20260 36402 40 1835 3673 6628 11482 17340 31155 50 1626 3256 5874 10176 .15368 27612 60 1473 2950 5322 922_0 13924. 25019 70 1355 2714 4896 9483 12910 23017• 80 1261 2525 4535 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 _ -7i8-- - —4339---._._.--9= 8m 7259 11043 -- <v0 225 721 1443 2603 4510 6811 12238 ?SO 691 1363 2459 4260 6434 11560 275 646 1294 2336 4046 6111 10979 300 617 1235 2225 3360 5830 10474 350 567 1136 2050 3553 5363 9636 400 528 1057 1907 3304 4989 9965- 450 495 992 1789 3100 4691 8411 500 468 937 1690 2928 4422 7945 600 424 849 1531 2653 4007 7199 700 390 791 1409 2441 3686 6623 g00 363 726 1311 2271 3429 6161 900 340 682 1230 2131 3217 5781 '5461 1000 322 644 1162 2012 3039 15D0 258 517 933 1616 2441 4385 2000 221. 443 798 1383 2089 3753 IPS: Iron pipe size- SDR Standard dimension ratio. - Noms: f lj capacides ale in 1000 BLOW- RECEPAD (3j Dimensions in parenlbeses are inside diameter. - APR,2 0 1018 = Permitting Department St. Lucie County ' 2014 LP -Gas Code Handbook