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HomeMy WebLinkAboutR-L PE04n M a E S M E 3 a signed by Frederick A DISPENSER Blechaly «tillri DN: c=US, o=Stillwater Technologies Inc.,ZL `\ •'�� '°~! �� ou=A014100000001701689322200 ��! PRODUCT 011 EFD, cn Fredenck A Blecha w �, a =; BREAKAWAY 3" BLACK STEEL FILL Date: 2020.05.15 11:06:17 -04'00' 10 v- * ¢ o; Z -- � `,�j Z y �-1, �O A PIPE, CHECK VALVE, AND BALL VALVE This item has been electronically signed and by Frederick A. Blecha, P.F. the date j d, • , gc �� �O, • sealed on time digital ,'/ �� ���O /��/ NOZZLE AND SPLASH and shown using a signature. • Printed copies otthis document are not GUARD considered signed and sealed and the signature t must be verified on any electronic copies. 2 HOSEEXISTING REMOTE FILL BOX C CL 0 YARD SURFACE AS OCCURS CL >__ •L �Q °N > 3/4" CHAMFER" 8 " THICK 4,000 PSI s ALL SIDES (EYP.)4 REBARS AT 12" c (LQ (V REINFORCED CONCRETE SLAB = s +I O.C. EACH WAY in co g° .v } O vm o M V CAI L V) O SWIVEL a a e °. a UJ= U •L 77//. o r_?Q a~ rM O g DISPENSER PEDESTAL WITH SUMP SHEAR VALVEo o EXISTING COMPACTED BASE MATERIAL TO REMAIN PRODUCT PIPE ENTRY BOOT 0 o ° ° EXISTING SUBGRADE TO REMAIN j 0- CONCRETE ISLAND ° ° a VA ° ° cu 4 � TYPICAL DISPENSER DETAIL (PIPE TURNED 90 FOR CLARITY) 5 REMOTE FILL DETAIL (TYPICAL) 6 TYPICAL TANK SLAB EXTENSION SECTION 0 cV NO SCALE NO SCALE NO SCALE Force, F=AxPxCd s d • �, RIGID PIPING SPECIFICATIONS s +, A Area of Item ~l P Design Wind Pressure (psf) .00256xVelocity Squared a.1 VENT &VAPOR RECOVERY PIPING `o �: Q, Cd Drag Drag Coefficient 2.0 for flat plates, 1.2 for long cylinders A. PIPING: 1. STEEL PIPE: (GALVANIZED) ALL PIPING SHALL SLOPE BACK TO TANKS (1% MIN.). - L A% 1­41.4rte "�} !� Fastest Wind Velocity 170 mph B. HANDLING OF PIPE & FITTINGS: O ISI © 0 Facter Assumed to get to 3-Second Gust 1.214 ALL PIPING INSTALLATIONS SHALL CONFORM TO PIPE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION GUIDELINES. j Therefore 3-Second Gust Is 206.38 mph 1. FIBERGLASS PIPE: PROTECT AGAINST ABRASION FROM SHARP OR HARD OBJECTS; IMPACT DAMAGE FROM IMPROPER STORAGE, TRANSPORTING, LAYING OR BACKFILLING. INSPECT ALL PIPE FOR DAMAGE PRIOR TO USING IN THE PIPING SYSTEM.o O Wind Speed Used For Calculation 210 mph 2. STEEL PIPE AND FITTINGS: PROTECT AGAINST DAMAGE TO THE PROTECTIVE COATING. '�•/ Length of Object 35.67 feet 2.2 INSTALLATION REQUIREMENTS: Height of Object 9 feet A. LAYING OF PIPE: 1. INTERIOR SURFACE OF ALL PIPE AND FITTINGS MUST BE FREE FROM DIRT, SCALE, METAL, FIBERGLASS PARTICLES, ETC., BEFORE o /� Area of Object 321.03 sq. feet CONNECTING. .o Wind Pressure 112,$96 Sf p 2. DO NOT SUPPORT PIPING WITH FOREIGN OBJECTS, SUCH AS SCRAPS OF WOOD, PIPE, ETC. USE MAJOR OIL APPROVED PIPING SUPPORT Drag Coefficient Applied 2.00 B. CUTTING OF PIPE: 1. CUT PIPE TO ENSURE A SQUARE CUT END. CUT PIPE END MUST BE WITHIN 1/8" OF SQUARE. Force 72486.01 lbs C. TAPERING & REAMING: Q a� r 1. FIBERGLASS PIPE: ALL CUT ENDS MUST BE TAPERED PER PIPE MANUFACTURER. PROTECT PIPE DURING TAPERING TO PREVENT DAMAGE TO �' Weight Of Object 32370 IbSPIPE. THE FINISH TAPER SHALL BE SMOOTH, CLEAN, AND FREE FROM SURFACE DEFECTS. THE LENGTH OF TAPER FOR 2" DIAMETER PIPEco W Shear Force of Ech Anchor (3,000 psi conc) 22030 lbs IS 1 5/8" AND FOR 3" DIAMETER PIPE IS 1 3/4". FOR OTHER SIZE PIPE, CONSULT PIPE MANUFACTURER'S INSTRUCTIONS. Pull Out Force of Ech Anchor 3 000 SI C011C 14340 lbs (' p 2. STEEL PIPE ENDS ARE TO BE REAMED PER INDUSTRY STANDARDS. E N }, D. BONDING & ADHESIVE SYSTEMS (AMERON FIBERGLASS PIPE): p a O a N N Num be r of Anchors 41. ALL FIBERGLASS PIPE SURFACES TO BE BONDED SHALL BE CLEANED WITH SOLVENT AS RECOMENDED BY MANUFACTURER. APPLY Z o Resistance to Lateral Movement 88120 lbs PRESSURE UNTIL MECHANICAL LOCK IS ACHIEVED. BACK AXIAL PRESSURE SHOULD BE MAINTAINED ON ALL PREVIOUSLY ASSEMBLED JOINTS N ooil- Resistance to Uplift 89730 TO REDUCE THE CHANCE OF SEPARATION. 2. INSPECT ALL FITTINGS FOR PROPER ALIGNMENT AND POSSIBLE BACK OUT" AT THE JOINTS. W o U lbs 3. FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS ON CURE TIME BEFORE DISTURBING JOINTS OR TESTING. c Safety Factor to Sliding 1.22 E. THREADED JOINTS: v Safety Factor to Uplift 1.24 THREADED JOINTS MUST BE REAMED AND HAVE CLEAN CUT, PERFECT THREADS AND BE MADE UP WITH NON-HARDENING JOINT COMPOUND N INSOLUBLE IN PETROLEUM PRODUCT'S. DO NOT USE ADHESIVE FOR THREADED CONNECTIONS. F. FIBERGLASS TO STEEL PIPE CONNEC11ONS: FIBERGLASS THREADED END ADAPTERS ARE TO BE THREADED INTO THE STEEL PIPE OR FITTING BEFORE BONDING ONTO THE FIBERGLASS PIPE. s 11" EMERGENCY SHUTOFF VALVE INSTALLED ALL FLEXIBLE CONNECTORS ARE MADE FEMALE. THE FEMALE END CONNECTS TO THE FIBERGLASS PIPING. DO NOT USE ADHESIVE FOR •L PER MANUFACTURER'S INSTRUCTIONS THREADED CONNECTIONS. ELECTRICAL CONDUITFOR POWER G. SPECIAL FITTINGS: REQUIRED AT EACH DISPENSER POSITION THE VALVE SO THAT THE LINE TEST PORT PLUG IS ACCESSIBLE. o H. SETTING & BEDDING PIPE: r ELECTRICAL CONDUIT FOR DATA ISLAND SURFACE 1. PIPING SHALL BE PLACED ON PREPARED BED IN SUCH A MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY CROSS OVER TANK SADDLE 085 2,000 ANOTHER PIPE. AT POINTS WHERE PIPING MUST CROSSOVER, A MINIMUM OF 4 INCHES MUST SEPARATE THE PIPES. (TYPICAL OF 2)ALLON 2. WHEN PIPING IS PLACED ON THE BED, PROCEED TO "FIRST TEST" (BELOW) PRIOR TO BACKFILLING TRENCHES. rn .a BLE-WALL '',;:;;,'.; �. .: �'.,.;,''` I. CLEANING SOLVENTS: VEGROUND '. REMOVE ANY ACCUMULATION OR ACCIDENTAL SPILL OF PIPE CLEANING SOLVENTS ON THE TANK IMMEDIATELY WITH A CLEAN CLOTH. AFTER p RAGE TANK PROVIDE 3/4 WEDGE TYPE THE PIPING IS COMPLETE, INSPECT THE CONTAINMENT SUMP AND OTHER COLLECTION POINTS FOR PIPING CLEANING SOLVENTS. J. FLEX CONNECTOR BOOTS: ANCHORS (RED HEAD TRUBOLT OR BACKFILL ENCASE ALL FLEX CONNECTORS IN AN ISOLATION BOOT WHEN IN CONTACT WITH SOIL OR BACKFILL MATERIAL. MOVE THE ISOLATION TO Z EQUAL) EMBEDDED fi.fi25" INTO MATERIAL INSPECT AND TEST ALL PRIMARY PIPING AND FLEX CONNECTOR. W o CONCRETE (TOTAL 4 AT TANK 2-3 TESTING OF PIPING: WCL o A. NOTIFY THE OWNER'S REP., WHO SHOULD OBSERVE ALL TESTS, AT LEAST 24 HOURS IN ADVANCE OF ANY TESTS. CONTRACTOR TO ci c oW W LEGS) (SEE NOTE FOR WIND LOAD) SEALING FITTINGS FLEXIBLE CONNECTOR COORDINATE TESTING WITH LOCAL INSPECTORS AND OWNER'S REP. z PROPOSED 8 THICK (OPTIONAL) B. RESPONSIBILITY: M M fL CONCRETE SLAB THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIAL, AND EQUIPMENT TO CONDUCT PRESSURE TESTS (AIR OR HYDROSTATIC) OF 'Q v ALL N UJ CONTAINMENT SUMP PRODUCT VENT AND VAPOR RECOVERY PIPING. O x x CONDUIT FOR DATA C. TESTING DEVIATIONS: C DO NOT DEVIATE FROM THE FOLLOWING TESTING PROCEDURES. PERFORM ALTERNATE TESTING PROCEDURES REQUIRED BY LOCAL INSPECTORS 0N N AFTER OWNER'S TESTS ARE COMPLETED AND DOCUMENTED. ' CONDUIT FOR DISPENSER POWER 1. FIRST TEST (PRIOR TO BACK FILLING PIPE TRENCHES): DO NOT CONNECT PIPING TO TANKS, REMOTE PUMPS OR DISPENSERS. DO NOT ado .• . ,. ; e• 2" ELBOW SEAL OR INSTALL SECONDARY CONTAINMENT FITTINGS UNTIL PRIMARY PIPING IS TESTED. TEST THE ENTIRE PIPING SYSTEM, I.E., PRODUCT, • : • • VENT AND VAPOR RECOVERY (WHERE APPLICABLE) IN ACCORDANCE WITH THE FOLLOWING PROCEDURE. 3 0 0 'r '4 . d * ' • ' .� . ,' '4`' ;� -•* A. STEP ONE: INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (15 PSI MAXIMUM). APPLY 10 PSI c i W 0 `.: R ____PRESSURE TO EACH PIPING SYSTEM. SOAP ALL JOINTS USING APPROVED SOAP SOLUTION. CAREFULLY OBSERVE EACH JOINT FOR O � W-Wil I I I I -1 ,, I �I I I I I -III-III-III- - NATIVE SOIL-:PRODUCT NEW DOUBLE-WALLED EVIDENCE OF LEAKS. B. STEP TWO: PROTECT AREA AROUND PIPING SYSTEMS TO BE TESTED TO PREVENT WORKMEN, PASSERS-BY, ETC., FROM ENTRY. N c0V PROJECT #: 347-017 ME PIPE PRIMARY PRODUCT PIPE I 11-1 11-1 11-1 11-1- III-1 I-1 II I I I I I INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (75 PSI MAXIMUM). APPLY 60 PSI PRESSURE TO s _ I �' TEST BOOT EACH PRODUCT PIPING PRIMARY SYSTEM ONLY. ALL OTHER SYSTEMS SECONDARY. VENT & VAPOR & TANK TESTS AT 5 PSI MAX.. v+ .a DRAWN: RMH PRODUCT PIPE ENTRY FITTING RECORD ALL TEST RESULTS. THE CONTRACTOR SHALL BACKFILL ALL TRENCHES TO SUBGRADE. WIND LOAD' LOAD: D. TESTING EQUIPMENT: U APPROVED: FAB 1. FLORIDA CODE 2017 AND ASCE 7-10 TEST LINES USING PETRO TITE HYDROSTATIC LINE TESTING EQUIPMENT OR APPROVED EQUAL. TEST FLUID SHALL BE ASSIGNED PRODUCT, 2. ROOF LIVE LOAD - N.A. NOTE: DIESEL FUEL. CONTRACTOR TO COMPLY FULLY WITH THE PROCEDURE MANUAL FOR THE OPERATION OF LINE TESTER. TEST PRESSURE SHALL DATE: 03/18/20 3. IND - 1 0 MPH. TANK AND APPURTENANCES WEIGH APPROXIMATELY 32,370 LBS. BASED BE (1.5 TIMES OPERATING PRESSURE - 150%) FOR A REMOTE PUMP SYSTEM WITH AN ALLOWABLE TOLERANCE OF 0.010 GAL/HR. ISK CATEGO Y - II ON WIND LOAD FOR SAINT LUCIE COUNTY AT 170 MPH PER ASCE 7-10 E. VENT LINES (NO PHASE II VAPOR RECOVERY): SCALE: AS NOTED 5. INTERNAL PRESSURE COEFFICIENT - N.A. TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF 1.1 UNLESS REQUIRED BY LOCAL AGENCY, NO SECOND TEST REQUIRED. $. COMPONENTS AND CLADDING - ASSUME 81 PSF. F. VENT LINES AND VAPOR RECOVERY PIPING (WITH PHASE II VAPOR RECOVERY): 7. SOIL CAPACITY 2000 PSF ASSUMED. CONTRACTOR IS RESPONSIBLE FOR VENT AND VAPOR RECOVERY PIPING SYSTEMS PASSING ANY LOCALLY IMPOSED TESTS. SHEET NAME: 8. TANK WEIGHS APPROXIMATELY 32,370 LBS. 9. TANK IS STABLE WITH A FACTOR OF SAFETY >11.1 WITH ANCHORAGE. PE04 1 TANK WIND LOAD AND ANCHORING 2 DISPENSER SUMP DETAIL (TYPICAL) 3 NOTES SHEET: NO SCALE NO SCALE NO SCALE 5