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HomeMy WebLinkAboutProject Information (2) Marcus J.&Constancer M.Johnson _ PGA Village. $024 Klawah Trace r Plnehurst Community A wydpool don serten°d .y r�PccParte ?,h C 3� € �d p-o 3� ly AP LPG to dual Im9a L >� �IJrl4�40JG pump existing %"knwn.or >h nousey;,earea 3 �/Ae prp�i V 'S •tlMmYt�dp• a HVAC existing `r r• � E` a.h . piyofitgt+ 4 g.r�w•w�"° .Ufa � � /'� � Z G.J l V ST.LUC:E COVmTY BUILDING DIVISION REVIEWE® FOR CCIUIPIL1 REVIEWED B`f _ PATS PLAN ND �RIVIIT ------_ ------ ---muST BE_ICEp°f ON J013 OR._....., NC)INSPEOC(Jf1fi � q�en 1/8" GALV. CABLE W/ (2)HDG CLAMPS TO jTIGHT)ANCHOR (PULLED \ \ \ HELICAL ANCHOR STRAP (2) LAYERS OF 30# FELT BETWEEN STRAP AND TANK AL,-GABLE W/ ANCHOR CLAMPS TO TIGHT)ANCHOR (PULLED y/1 UNDERGROUND .TANK HOLD DOWN DETAIL GENERAL NOTES: 1. HELICAL ANCHORS SHALL HAVE AN ALLOWABLE PULL—DUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE INSTALLED PER ANCHOR...MAND A&ORER TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH SOIL�`PE YiNCOONTEk&-.1- SOQ GAti TANK `._ a 1350# 25�0 GAR•TANK 65D# -p?0 G'k� TA(JK_ 4350# _2 CHECK FOR UNDERGROUND:UTILITIES PRIOR TO ANCHOR INSTALLATION _s3: •` LOCATION OF TANK RELATIVE--'TO ADJACENT STRUCTURES AND FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS THE =RESPONSIBILITY DF OTHERS. THE.-TANK .AS SHOWN RAS_BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT DURING THE BASE :FLOOD,.EVENT 0 COPYRIGHT 2016 — FARLEY ENGINEERING, LLC PA `OAT �; AMERIGAS 08.19 016 Consulting Engineer40111 — CA28108 1 f 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 3295E (772) 5B9.2296 fax a �.a- "_r7?�' .�T-�'T�3�+�.-`.�`.'"qy _"".. 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Y:r..;:�J'u$x'�'1d.{k.'.�Ylr�'l �•.-..atm� ..;r'r� �f '.`tR"6a d,.swxi�.'ik w. .:;+3��;,�._.",�l�r���Kr.:"�aA�� �-F;. �i 1� �, .a....,a� 6 r�s....s_�,:.,—.. s - _.�_L...,:..�y..a_.... �s.�Wit.:_...�......�r±��,.�k,�.. _�_r+•:_.:._.r y .�.�:t ,•�:�r�.:t�er�- .r . "�".:n ee"�n'_,'"e`x ? '..se,"i,-'tM ils.", a;;si��atiw4r t�.�n. �f;:t.z,'.a;:l+ar'.,.�,i;s:-."+4 .c2ssr.3arr.+?e.-a""rs'sx".' ,,�.•x;;F'Gyir�:'d.._.SEA.+`"• ., �.s.a��::'a�aa S`:a�s:�'sa�a'tha�GfiJ hE"+;+�ez.�Y3 iz"!s Copyright 2015 National Fire Protection Association(NFPA). d,by agreement,ror individual use and download on March 3,20150 y1 fbr designated user BRIAN PEARL.No other reproduction ar transmissic any form p without written permission of NFPA.For inquires or to report unau9ga" Mad Ilcensing@nfpa.org. Chapter 15•Pipe and Tubing Sizing Tables TABLE 15.I(o) Polyethylene Plastic Pipe Signs Bettreen Fist-Stage and Second-Stage Regulators:Nominal Outside Diameter(IPS) Gas: Undiluted Propane Inlet Pressure: 10.0 psi . Pressure Drop: I.0 psi Specific Gravity: 1.52 Plastic Pipe i12 in. 3 I in: I in. 1'/4 in. I%in. 2 in. Length SDR 9.33 SDR 11.0 SDR 11.00 SDR 10.00 _ OR 11.00 OR 11.00 (ft) (0.660) (6.860) (LOM (1.328) (1.554) (1.943) 30 2143 4292 7744 13416 20260 36402 40 1835 3673 6628 11482 1.7340 31155 50 1626 3256 5874 10176 .15368 27612 60 1473 2950 5322 92210 13924 25019 70 1355 2714 4896 8483 12810 23017 80 1261 2525 4555 . 7891 11918 21.413 90 1183 2369 4274 7404 11182 20091 100 1117 2238 4037 6994 10562 18978 125 990 1983 3578 6199 9361 16820 150 897 1797 32142 .5616 8482 15240 175 826 1653 2983 5167 7803 14020 —_ _3 - .. 4807 72;9 13043 - �75 00 ------7"i8— --15_9- 225 721 1443 2603 4510 6811 12238 250 691 1363 2459 4260 6434 11560 �7^ 5 646 1294 2336 4046 6111 10979 300 617 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 • 937 1690 2928 442: 7945 SOU 468 600 424 849 1531 2653 4007 7199 700 390 781 1409 2441 3686 6623 800 363 726 1311 2271 3429 6161 900' 340 682 1230 2131 3217 5781 1000 322 644 1162 2012 3039 "5461 " 1500 258 517 933 1616 2441 4395 2000 221. 443 798 1383 ^_089 3753 IPS:Iron pipe size.SDR:Standard dimension ratio. Dotes: (I.)Capacities are in 1000 Btu/hr. (2)Dimensions in parentheses are inside diameter. 2014 LP-Gas Code Handbook