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HomeMy WebLinkAboutAbove-Underground TanksCLEAN BACKF YERIPY LOCAL JUMSDIGTION RUQUIREMENT NERAL NOTE$: ANODE TANK SHALL ESE A MINIMUM 10'-0" FROM BUILDING WALL JNDATIONS SACRIFICIAL Al TANK CONSTRUCTION SHALL 01,66NESIUM B,, °T OR EXCEED A a m E. aNDARDS PROVIDE LIQUID -IDRAUAL WITH CHICK-LOC AUGE AND RELIEF PROVIDE GROUNDING LUG :ATED UNDER DOME. PROVIDE DUAL LIFTING LUGS APPLICABLE FEDERAL, STATE OR ;AL REGULATIONS MAY CONTAIN . C-PIC REQUIREMENTS FOR )TECTIVE COATINC:S AND CAT140TIC )TECTION. THE PURCHASER AND ALLER ARE RESPON5IBLE FOR IPLIANCE WITH SUCH FEDERAL, STATE _OcAL REGULATIONS. UG. MULTI 61=RVICE --� VALVE 4 FILL VALVE ,` oa e D o• O U •�.• ' •••O� ' ooe''bO. •ed� o o ANCHOR S>=cTION "All NOT To SCALE REGULATOR SHUT GAS OFF At OUTSIDE VALVE IN 6SOVE G24DE RISE WARNING TAPE RISER GAUGE � SLI=1=V EARTH oR soil. GRAVEL OR WELL am COMPACTED SAND. VERi LOCAL JURISDICTION REQUIREMENT ANCHOR 5TRAPS OR RODS a a e o ••• p '•• ° O°° r—�e o\° e o° o .o;�e;�:e. •o dli:SO.I'i:° 1�I%I o ° •o a °u• o o ih\ J ° ° � U Z Q UNDERCzROUt� � i LP -GAS CONT 41N)=R � m J SERVICE LINE , n L� P .... _. TRACE WIRE TANK BURIAL DETAIL. N.T.S. S TO — vnvrlvGv vtr uwr, trA1vA Al (OR NEAR) CENTER ED SOIL j r GrENERAL N0=S: 11 PARALLEL TANKS SHALL BE SPACED A MINIMUM OF 3. FEET APART. STAGGER ANf—E&N PA T .' T PROVIDE MAXIMUM DISTANCE BETWEEN ANCHORS. NO SPECIAL•REQUIP,EMENTS ViHARCE N 2i EARTH AUGERS TO BE 48" IN LENGTH WITH SINGLE 6" DIAMETER HELtX (TIE—DOW 2H �? - j WITH A MINIMUM. WORKING LOAD OF 3,150 POUNDS. STRAPS TO BE EITHER 1/4"0 COATED CABLE OR 1-1/4"x0.03i" STAINLESS STEEL, 301-3/8" HARD; MIN. TENSILE 4750 POUNDS OR 1—i/4%0.031" i GALVANIZED STEEL, CL 8, GRADE 1 MIN. TENSILE 4750 POUNDS. 31 ALL CONCRETE SHALL BE 3,000 PSI AT 28 DAYS. 4i ALL REINFORCING SHALL BE GRADE 60 MINIMUM. LAP ALL STEEL BAR 24" WHERE REQUIRED. i 51 DESIGNS FOR USE IN ALL "A" AND Y ZONES, VULT = 182 MPH, VASD = 142 MPH, RISK GROUP 1, 11, ill, & IV AND WIND EXP08URE 0. INTERNAL PRESSURE NOT APPLICABLE. DESIGN PER FLORIDA 2010 .BUILDING' CODE AND ASCE 7-10. DESIGN TAKES INTO ACCOUNT THE EFFECTS OF BOUYANCY, BELOW GROUND EARTH AUGER e- 60 GALLONS 1HRU 100 GALLONS 0m1t�Sp� .29—M.114t FbnMlcrs 7d9.G90.47tf0 GradyM iaor tnnnPrn 941.4296Ma t,n1� C1,41r ;lnccr� LnndSurvcyom Plnnitcls - LundswpoArcltltccts mC morA0n6}A n1 • &W. OFA6M LOOM 131 • CtMR=LC7L W= Mtw.Ctad33tltxileots Q.cf drWar"dA=&ItmPA FOR EXCLUSME USE OF FERRELL GAS' ` \ti\ • � ,' , =t PROPANE TANK At\CHORAGE PLANS and DETAILS BELOW GROUND EARTH AUGERS - za �Q x onm- ntt .,uc '' m�sacw�c sa-•gym 'o • nrn�+rc.tact��ten trAn mcsw 59EE[6 OF 7 ¢