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PERFORMANCE SPECIFICATION
<br /> - CONTE
<br /> SECTION X POST CONSTRUCTION TESTING REQUIREMENT
<br /> SECTION IXC
<br /> CANOPIES - CONTINUED SECTION IX CANOPIES CONTINUED 0
<br /> .0
<br /> T 3 - GENERAL - CONTINUED
<br /> PROCEDURES FOR POST CONSTRUCTION TESTING N
<br /> PART 2 - EXECUTION
<br /> PAR °
<br /> 1.1 SCOPE OF WORK
<br /> 2.3 FASCIA: 3.2 EXECUTION:
<br /> 32.1 COORDINATE DELIVERY AND INSTALLATION WITH FUEL CONTRACTOR THROUGH LOCAL THIRD PARTY TESTS ARE REQUIRED 70 BE PERFORMED ON ANY POST CONSTRUCTION ACTIVITIES ASSOCIATED WITH NEW
<br /> 2.3.1 VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED (DESIGNED TO LOCAL CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS INDICATED BY INSTALLATION, UPGRADE, REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK(UST)SYSTEMS, IF THE
<br /> SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA WORK INVOLVES PRODUCT PIPING TANK SUMPS, DISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS.
<br /> CODES) STRUCTURAL DRAWINGS SU FUEL CONTRACTOR,
<br /> SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED- SIZE AS REQUIRED.
<br /> 3.2.2 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND TANKNOLOGY, INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AS THE NATIONAL 3RD PARTY TESTING
<br /> 2.3.2 REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. TEMPLATE FOR DELIVERY TO FUEL CONTRACTOR 2 WEEKS PRIOR TO CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING M. E=NSURE THAT 7-ELEV A MAINTAINS �
<br /> INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH FUEL CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM. THE ONLY EXCEPTION APPLIES IF LOCAL
<br /> 2.3.3 MATERIAL SHALL BE ONE OF THE FOLLOWING: CONTRACTOR'S SCHEDULE OF CONSTRUCTION. REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE w
<br /> WITNESSED ON SITE BY A REGULATORY ENTITY, IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT Proto 11-05-18
<br /> A. PRE FINISHED METAL FASCIA SYSTEM. 3.2,3 FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY DOCUMENTATION OF THE REGULATORY WITNESSED TESTS, AS WELL AS THE RESULT OF ANY SUCH TEST, DIRECTLY TO
<br /> B. PRE FINISHED FASCIA MATERIAL AS SELECTED. FUEL CONTRACTOR AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL BE AS PER 7-ELEVEN, INC, COMPLIANCE DEPARTMENT.
<br /> SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOP
<br /> DRAWINGS. IT WILL NOT BE NECESSARY FOR TANKNOLOGY TO RET/=ST A COMPONENT WHICH WAS TESTED BY THE CONTRACTOR 11=THAT
<br /> TEST WAS WITNESSED BY A REGULATOR. IN THESE CASES THE CONTRACTOR MUST SUBMIT RESULTS OF THE TEST AS WELL AS
<br /> 3,2.4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY 7-ELEVEN, COPIES OF REGULATOR INSPECTION REPORT WITHIN 48 HOURS OF COMPLETION OF THE TEST TO THE ADDRESS LISTED BELOW.
<br /> PART 3 - GENERAL INC.'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER TO SITE
<br /> THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES, PRE-FUEL TEST AND POST FUEL TEST.
<br /> PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY �
<br /> 3,1 FABRICATION DRAWINGS: z
<br /> 3.2.5 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW. Z
<br /> 3.1.1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP INSTALLATION AS WELL AS PROVIDING OWN PERMITS AS MAY BE REQUIRED. A COPY OF THE PERMIT ~" O
<br /> DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS. MUST BE ON FILE IN THE LOCAL CONSTRUCTION OFFICE PRIOR TO COMMENCING WORK. PRE-FUEL TEST-TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVER/=D INTO THE UST SYSTEM.
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<br /> FFICE WITH THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE UST SYSTEM: Z (y) <
<br /> 3.1.2 DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS. 3.2.6 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION Oz � V
<br /> ACCEPTABLE INSURANCE AS REQUIRED PER 7-ELEVEN, INC. INSURANCE SPECIFICATIONS AND Z Z V V-
<br /> 3.1.3 ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION OF PRE-FUEL TEST ESTIMATED TEST DURATION
<br /> W Q Z ° z w
<br /> DRAWINGS. WORK.
<br /> ER AND DATE FOR WHICH STP SUMPS MINIMUM 4 HOURS O �
<br /> MB RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER Y
<br /> 3.1.4 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NU 3.2,7 CANOPY CONTRACTOR SHALL BE RESPONS L MINIMUM 4 HOURS W � �
<br /> CANOPY FOOTINGS WERE DESIGNED. CONTRACTORS ALREADY IN PLACE,AS MAY BE REQUIRED. DISPENSER SUMPS/CONTAINMENT Z Ur
<br /> SPILL CONTAINMENT BUCKETS MINIMUM 1 HOUR z
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<br /> 3.1.5 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE,WEIGHT, TYPE AND NUMBER OF ALL 328 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF W W co LIJ
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<br /> STRUCTURAL MEMBERS. FUEL CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT ON TOP OF
<br /> PLACE TANKNOLOGY MAY USE ONE OF THE FOLLOWING TEST METHODS: HYDROSTATIC, PRESSURE OR VACUUM. U �
<br /> CONCRETE WORK ALREADY IN U-
<br /> 3.1.6 ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENT Q
<br /> REQUIRED LOADINGS. WHICHEVER 15 MOST STRINGENT, MINIMUM DESIGN LOADS SHALL BE o WATER USED TO PERFORM THESE PRE-FUEL TESTS MAY BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN =
<br /> CONSIDERED TO BE: . WHICHEVER
<br /> LIVE MOST
<br /> UPLIFT G AND DEAD LOAD 35#OR AS LOCAL 3.2.9 ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95 fo MAXIMUM CONTACT WITH ANY FUEL.
<br /> 35#, DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED DURING o
<br /> STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE {SNOW) LOADING, EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING N
<br /> CONTRACTOR PREPARATION FOR PRE-FUEL BEFORE DELIVERY TESTING cf)
<br /> DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY. VERIFICATION.
<br /> 3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN1180 FOR L.L. ONLY. 3.2.10 SUPPORTING COLUMNS SHALL BE PLACED AS PER 7-ELEVEN, INC. FUEL PLANS AND AS PER -THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
<br /> APPLICABLE SITE PLAN. UP 110 VOLT AC CURRENT MUST BE AVAILABLE
<br /> 3.1.$ ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS. -
<br /> 3.2.11 CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP. -ALL PRODUCT PIPING, TANK SUMP, SPILL BUCKET AND DISPENSER SUMPILINER WORK MUST BE COMPLETE AND
<br /> 3.1.9 ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT COMPONENTS ACCESSIBLE.
<br /> COULD BE CONSIDERED A DIAPHRAGM.AN ALTERNATE TO THIS IS 112" DIAMETER STEEL ROD 3.2.12 ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT, TRUE TO -TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
<br /> DIAGONAL X-BRACING WITH TURNBUCKLES. LAYOUT OF ROD BRACING AND CONNECTIONS TO ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND - DISPENSERS DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TO BE PURGED.
<br /> STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER, ACCEPTABLE. PARAPET FASCIA SHALL BE VERTICAL AND PLUMB.ALL INTERSECTIONS SHALL BE -AS AN OPTION TO SIGNIFICANTLY REDUCE TIME ON SITE, THE CONTRACTOR SHOULD FLOOD ALL TANK SUMPS AND
<br /> DISPENSER SUMPS WITH CLEAN WATER THE NIGHT BEFORE THE SCHEDULED TESTING, WATER MUST BE ADDED TO A
<br /> TRUE AND STRAIGHTEDGE LINES, MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE
<br /> THE CMINIMUMOF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN.
<br /> 3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A COMPRESSIVE PAINTED BY OTHERS.ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL
<br /> STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE I . PAINTING/FINISHING. -THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WATER LEVEL TO STABILIZE AND MARK THE LEVEL OF
<br /> S NCH WITHIN 28 DAYS AFTER POURINGTHE WATER WITH A PERMANENT MARKER. W
<br /> 3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE BARS (EXCEPT#2 BARS)AND 3.2.13 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR NON-SHRINK GROUT BENEATH BASE PLATE POST FUEL TEST-TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM.
<br /> SHALL CONFORM TO THE REQUIREMENTS OF THE"STANDARD SPECIFICATION A.S.T.M. 615 GRADE 4 AND POURING OF CONCRETE AROUND CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE
<br /> 40". REQUIRED.
<br /> POST-FUEL TEST ESTIMATED TEST DURATION
<br /> 3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS, INTERIOR PVC DRAINS 3.2.14 CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OF DEBRIS, PRIMED z
<br /> IN WARM WEATHER AREAS, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING AT COLUMN AND READY FOR FINAL PAINTING BY FUEL CONTRACTOR. TANK INTERSTICE MINIMUM 1 HOUR PER TANK
<br /> LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY TANK PRIMARY(TIGHTNESS) MINIMUM 2 112 HOURS w
<br /> VE FINISH GRADE OF CONCRETE SIDE PAD ON
<br /> 0
<br /> COLUMN EXITING SIDE OF ISLAND LEVEL OR ABO 3.3 RESPONSIBILITIES OF FUEL CONTRACTOR: LINE/PIPE INTERSTICE MINIMUM 1 HOUR PER LINE/PIPE z �
<br /> DOWNHILL SIDE OF ISLAND. LINE PRIMARY TIGHTNESS COMPLETED DURING TANK TEST w W ti
<br /> 3.3.1 SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE WILL BE LINE LEAK DETECTOR COMPLETED DURING TANK TEST
<br /> 3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY. READY FOR INSTALLATION OF GASOLINE CANOPY. STAGE II WHERE.APPLICABLE MINIMUM 3 HOURS
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<br /> 3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM *AUTOMATIC TANK GAUGE ATG CERTIFICATION MINIMUM 2 HOURS W g
<br /> OF THE UNIFORM BUILDING CODE, LATEST EDITION. 3.3.2 UPON AGREED DATE BETWEEN FUEL CONTRACTOR AND CANOPY CONTRACTOR, THE SITE OTHER AS REQUIRED BY STATE OR LOCAL ORDINANCE UNKNOWN W a X o
<br /> REQUIREMENTSSHALL BE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER CONDITION
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<br /> NERAL NOTES OR WITH FOR CANOPY INSTALLATION. FUEL CONTRACTOR SHALL PERFORM SITE WORK AScnl
<br /> 3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GE MAY BE REQUIRED TO COMPLY.
<br /> SPECIFICATIONS, THE
<br /> MOST STRINGENT REQUIREMENTS GOVERN. *DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE(ATG) INSTALLATION. CERTIFICATION OF NEW ATG IS THE RESPONSIBILITY � � o
<br /> 3.3.3 FUEL CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION, uj
<br /> OF THE INSTALLING CONTRACTOR.
<br /> PLANS OR SPECIFICATIONS SHALL BE APPROVED BY 7-ELEVEN, INC.'S AGREED UPON IN WRITING BETWEEN THE CANOPY CONTRACTOR AND FUEL F- Q�
<br /> 3.1.16 ANY DEVIATION FROM THE UNLESS
<br /> NOTE: WATER USED TO PERFORM TESTING OF (STP)SUMPS, DISPENSER SUMPS AND/OR SPILL BUCKETS,AFTER FUEL I F
<br /> CONSTRUCTION REPRESENTATIVE". CONTRACTOR.
<br /> 'INTRODUCED/DELI
<br /> INTO THE UST SYSTEM CANNOT BE DISCHARGED ON SITE.
<br /> 3.1.17 FABRICATION DRAWINGS SMALL{3E DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM
<br /> 3.3.4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS a
<br /> OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION, NO WORK SHALL COMMENCE PRIOR TO DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING ALL STEEL, ETC.,
<br /> APPROVAL OF DRAWINGS BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE. (WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY CONTRACTOR). FOOTINGS
<br /> WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDER
<br /> SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME, SO PROPER CURING TIME 15 ALLOWED.
<br /> STATE AND/OR LOCAL (REGULATIONS. � ❑ _
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<br /> 3.3.5 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AS O� F- © Z
<br /> CONTRACTOR PREPARATION FOR POST-FUEL AFTER DELIVERY TESTING Q
<br /> RELATED TO THE GASOLINE CANOPY AS PER 7-ELEVEN STORE STANDARDS MANUAL. Z N
<br /> -THE FUEL LEVEL..MUST BE BETWEEN 70-80 PERCENT OF TANK CAPACITY
<br /> 3.3,6 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS, -COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10" OF EACH OTHER. Q �+ m
<br /> SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION. G.C. 00 `o
<br /> SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK. ALL FUELING INCLUSIVE OF STAGE I AND STAGE 11 VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY.
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<br /> 3.3.7 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED -ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS. Q U
<br /> FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND PLACEMENT OF -THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II co ❑ O U
<br /> ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO. EQUIPMENT FULLY FUNCTIONAL. REPLACE FILTER AFTER PURGING.
<br /> -ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL o c —
<br /> 3A WARRANTIES: CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR"MINIMUM -THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN T �; ° 3 N
<br /> PERIOD OF 2 YEARS. A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN AND INSTALLATION UPON. 5 >,Z!
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<br /> DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR. o ° x E o S ( c
<br /> -110 VOLT AC CURRENT MUST BE AVAILABLE
<br /> -TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING. 1:1-12-To
<br /> AND REMOVAL FROM SITE ALL TRASH AND �'
<br /> 3.5 CLEAN-UP: CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR C £
<br /> n DEBRIS RESULTING FROM WORK RELATING TO INSTALLATION OF CANOPY. (TANKNOLOGY): 3 5� o 4'u
<br /> CONTRACTOR NOTIFICATION TO TESTING COMPANY � n'� ��� � o � � c
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<br /> IT IS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGY OF THE NEED TO PERFORM TESTS AT Ca N 3 N o ami 5 o E
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<br /> N LEASE 14 DAYS PRIOR TO THE ANTICIPATION TEST DATE. HOWEVER, TO ENSURE TESTS ARE CONDUCTED IN A TIMELY MANNER A E o ` �, a �, t. ..
<br /> ,a MINIMUM OF FIVE (5) DAYS IS REQUIRED. TANKNOLOGY UNDERSTANDS THAT ACTUAL DATE MAY CHANGE, BY PROVIDING THEM c,� 0 0 a c a= 0)
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<br /> CONTRACTOR MUST KEEP TANKNOLOGY APPRISE OF TIHE ANTICIPAIMED DASLOT
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<br /> PROJECTED DATES CHANGE.
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