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� PERFORMANCE SPECIFICATION - CONT.
<br />SECTION IX CANOPIES - CONTINUED
<br />SECTION IX CANOPIES -CONTINUED
<br />PART 2 - EXECUTION
<br />PART 3 - GENERAL - CONTINUED
<br />2.3 FASCIA:
<br />3.2 EXECUTION:
<br />2.3.1
<br />VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED (DESIGNED TO LOCAL
<br />3.2.1
<br />COORDINATE DELIVERY AND INSTALLATION WITH GENERAL GASOLINE INSTALLER THROUGH LOCAL
<br />CODES) STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA
<br />CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS INDICATED BY GENERAL
<br />SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED - SIZE AS REQUIRED.
<br />GASOLINE INSTALLER.
<br />2.3.2
<br />REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION.
<br />3.2.2
<br />CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND
<br />TEMPLATE FOR DELIVERY TO GENERAL GASOLINE INSTALLATION CONTRACTOR 2 WEEKS PRIOR TO
<br />2.3.3
<br />MATERIAL SHALL BE ONE OF THE FOLLOWING:
<br />INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH GASOLINE
<br />INSTALLING CONTRACTOR'S SCHEDULE OF CONSTRUCTION.
<br />A. PRE FINISHED METAL FASCIA SYSTEM.
<br />B. PRE FINISHED FASCIA MATERIAL AS SELECTED.
<br />3.2.3
<br />FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY GENERAL
<br />GASOLINE INSTALLER AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL BE AS PER
<br />SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOP
<br />DRAWINGS.
<br />PART 3 - GENERAL
<br />3.2.4
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY OWNER'S
<br />CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER TO SITE
<br />3.1 FABRICATION DRAWINGS:
<br />PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY
<br />3.1.1
<br />CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP
<br />3.2.5
<br />CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL
<br />DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS.
<br />INSTALLATION AS WELL AS PROVIDING OWN PERMITS AS MAY BE REQUIRED. A COPY OF THE PERMIT
<br />MUST BE ON FILE IN THE LOCAL CONSTRUCTION OFFICE PRIOR TO COMMENCING WORK.
<br />3.1.2
<br />DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS.
<br />3.2.6
<br />CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION OFFICE WITH
<br />3.1.3
<br />ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF
<br />ACCEPTABLE INSURANCE AS REQUIRED PER OWNER. INSURANCE SPECIFICATIONS AND
<br />DRAWINGS.
<br />STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION OF
<br />WORK.
<br />3.1.4
<br />SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH
<br />CANOPY FOOTINGS WERE DESIGNED.
<br />3.2.7
<br />CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER
<br />CONTRACTORS ALREADY IN PLACE, AS MAY BE REQUIRED.
<br />3.1.5
<br />SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF ALL
<br />STRUCTURAL MEMBERS.
<br />3.2.8
<br />CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF
<br />GENERAL GASOLINE CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT ON TOP OF
<br />3.1.6
<br />ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENT
<br />CONCRETE WORK ALREADY IN PLACE.
<br />REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM DESIGN LOADS SHALL BE
<br />CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35# AND DEAD LOAD 35# OR AS LOCAL
<br />3.2.9
<br />ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95% MAXIMUM
<br />STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING,
<br />DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED DURING
<br />DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY.
<br />EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING
<br />VERIFICATION.
<br />3.1.7
<br />DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR L.L. ONLY.
<br />3.2.10
<br />SUPPORTING COLUMNS SHALL BE PLACED AS PER OWNER. GASOLINE PLANS AND AS PER
<br />3.1.8
<br />ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS.
<br />APPLICABLE SITE PLAN.
<br />3.1.9
<br />ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT
<br />3.2.11
<br />CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP.
<br />COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS 1/2" DIAMETER STEEL ROD
<br />DIAGONAL X-BRACING WITH TURNBUCKLES. LAYOUT OF ROD BRACING AND CONNECTIONS TO
<br />3.2.12
<br />ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT, TRUE TO
<br />STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER.
<br />ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND
<br />ACCEPTABLE. PARAPET FASCIA SHALL BE VERTICAL AND PLUMB. ALL INTERSECTIONS SHALL BE
<br />3.1.10
<br />CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A COMPRESSIVE
<br />TRUE AND STRAIGHTEDGE LINES. MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE
<br />STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28 DAYS AFTER POURING.
<br />PAINTED BY OTHERS. ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL
<br />PAINTING/FINISHING.
<br />3.1.11
<br />ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE BARS (EXCEPT #2 BARS) AND
<br />SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATION A.S.T.M. 615 GRADE 4
<br />3.2.13
<br />GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR NON -SHRINK GROUT BENEATH BASE PLATE
<br />40".
<br />AND POURING OF CONCRETE AROUND CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE
<br />REQUIRED.
<br />3.1.12
<br />THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS, INTERIOR PVC DRAINS
<br />IN WARM WEATHER AREAS, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING AT COLUMN
<br />3.2.14
<br />CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OF DEBRIS, PRIMED
<br />LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY
<br />AND READY FOR FINAL PAINTING BY GASOLINE CONTRACTOR.
<br />COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON
<br />DOWNHILL SIDE OF ISLAND.
<br />3.3 RESPONSIBILITIES OF GENERAL GASOLINE CONTRACTOR:
<br />3.1.13
<br />INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY.
<br />3.3.1
<br />SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE WILL BE
<br />READY FOR INSTALLATION OF GASOLINE CANOPY.
<br />3.1.14
<br />CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM
<br />REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION.
<br />3.3.2
<br />UPON AGREED DATE BETWEEN GASOLINE CONTRACTOR AND CANOPY CONTRACTOR, THE SITE
<br />SHALL BE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER CONDITION
<br />3.1.15
<br />IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR WITH
<br />FOR CANOPY INSTALLATION. GENERAL GASOLINE CONTRACTOR SHALL PERFORM SITE WORK AS
<br />SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN.
<br />MAY BE REQUIRED TO COMPLY.
<br />3.1.16
<br />ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY OWNER'S
<br />3.3.3
<br />GASOLINE CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION,
<br />CONSTRUCTION REPRESENTATIVE.
<br />UNLESS AGREED UPON IN WRITING BETWEEN THE CANOPY INSTALLER AND GASOLINE INSTALLER.
<br />3.1.17
<br />FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM
<br />3.3.4
<br />GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS
<br />OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE PRIOR TO
<br />DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING ALL STEEL, ETC.,
<br />APPROVAL OF DRAWINGS BY OWNER'S CONSTRUCTION REPRESENTATIVE.
<br />(WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY INSTALLER). FOOTINGS
<br />SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME, SO PROPER CURING TIME IS ALLOWED.
<br />3.3.5
<br />GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AS
<br />RELATED TO THE GASOLINE CANOPY AS PER STANDARD COLOR REQUIREMENTS.
<br />3.3.6
<br />GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS,
<br />SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION. G.C.
<br />SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK.
<br />3.3.7
<br />GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED
<br />FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND PLACEMENT OF
<br />ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO.
<br />3.4 WARRANTIES: CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR A MINIMUM
<br />PERIOD OF 2 YEARS.
<br />A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN AND INSTALLATION
<br />DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR.
<br />3.5 CLEAN-UP: CANOPY
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL TRASH AND
<br />DEBRIS RESULTING
<br />FROM WORK RELATING TO INSTALLATION OF CANOPY.
<br />SECTION X POST CONSTRUCTION TESTING REQUIREMENT
<br />PROCEDURES FOR POST CONSTRUCTION TESTING
<br />1.1 SCOPE OF WORK
<br />THIRD PARTY TESTS ARE REQUIRED TO BE PERFORMED ON ANY POST CONSTRUCTION ACTIVITIES ASSOCIATED WITH NEW
<br />INSTALLATION, UPGRADE, REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK (UST) SYSTEMS, IF THE
<br />WORK INVOLVES PRODUCT PIPING, TANK SUMPS, DISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS.
<br />TANKNOLOGY, INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AS THE NATIONAL 3RD PARTY TESTING
<br />CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING TO ENSURE THAT OWNER MAINTAINS
<br />CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM. THE ONLY EXCEPTION APPLIES IF LOCAL
<br />REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE
<br />WITNESSED ON SITE BY A REGULATORY ENTITY, IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT
<br />DOCUMENTATION OF THE REGULATORY WITNESSED TESTS, AS WELL AS THE RESULT OF ANY SUCH TEST, DIRECTLY TO
<br />OWNER'S COMPLIANCE DEPARTMENT.
<br />IT WILL NOT BE NECESSARY FOR TANKNOLOGY TO RETEST A COMPONENT WHICH WAS TESTED BY THE CONTRACTOR, IF THAT
<br />TEST WAS WITNESSED BY A REGULATOR. IN THESE CASES THE CONTRACTOR MUST SUBMIT RESULTS OF THE TEST, AS WELL AS,
<br />COPIES OF REGULATOR INSPECTION REPORT WITHIN 48 HOURS OF COMPLETION OF THE TEST TO THE ADDRESS LISTED BELOW.
<br />THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES, PRE -FUEL TEST AND POST FUEL TEST.
<br />THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW.
<br />PRE -FUEL TEST - TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM.
<br />THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE UST SYSTEM:
<br />PRE -FUEL TEST
<br />ESTIMATED TEST DURATION
<br />STP SUMPS
<br />MINIMUM 4 HOURS
<br />DISPENSER SUMPS/CONTAINMENT
<br />MINIMUM 4 HOURS
<br />SPILL CONTAINMENT BUCKETS
<br />MINIMUM 1 HOUR
<br />TANKNOLOGY MAY USE ONE OF THE FOLLOWING TEST METHODS: HYDROSTATIC, PRESSURE OR VACUUM.
<br />WATER USED TO PERFORM THESE PRE -FUEL TESTS MAY BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN
<br />CONTACT WITH ANY FUEL.
<br />CONTRACTOR PREPARATION FOR PRE -FUEL (BEFORE DELIVERY) TESTING
<br />- THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
<br />UPON.
<br />- 110 VOLT AC CURRENT MUST BE AVAILABLE
<br />- ALL PRODUCT PIPING, TANK SUMP, SPILL BUCKET AND DISPENSER SUMP/LINER WORK MUST BE COMPLETE AND
<br />COMPONENTS ACCESSIBLE.
<br />- TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
<br />- DISPENSERS DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TO BE PURGED.
<br />- 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 />MINIMUM OF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN.
<br />- THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WATER LEVEL TO STABILIZE AND MARK THE LEVEL OF
<br />THE WATER WITH A PERMANENT MARKER.
<br />POST FUEL TEST - TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM.
<br />POST -FUEL TEST
<br />ESTIMATED TEST DURATION
<br />TANK INTERSTICE
<br />MINIMUM 1 HOUR PER TANK
<br />TANK PRIMARY (TIGHTNESS)
<br />MINIMUM 2 1/2 HOURS
<br />LINE/PIPE INTERSTICE
<br />MINIMUM 1 HOUR PER LINE/PIPE
<br />LINE PRIMARY TIGHTNESS
<br />COMPLETED DURING TANK TEST
<br />LINE LEAK DETECTOR
<br />COMPLETED DURING TANK TEST
<br />STAGE II WHERE APPLICABLE
<br />MINIMUM 3 HOURS
<br />-AUTOMATIC TANK GAUGE ATG CERTIFICATION
<br />MINIMUM 2 HOURS
<br />OTHER AS REQUIRED BY STATE OR LOCAL ORDINANCE
<br />UNKNOWN
<br />*DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE (ATG) INSTALLATION. CERTIFICATION OF NEW ATG IS THE RESPONSIBILITY
<br />OF THE INSTALLING CONTRACTOR.
<br />NOTE: WATER USED TO PERFORM TESTING OF (STP) SUMPS, DISPENSER SUMPS AND/OR SPILL BUCKETS, AFTER FUEL IS
<br />INTRODUCED/DELIVERED INTO THE UST SYSTEM CANNOT BE DISCHARGED ON SITE.
<br />WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDERAL
<br />STATE AND/OR LOCAL REGULATIONS.
<br />CONTRACTOR PREPARATION FOR POST -FUEL (AFTER DELIVERY) TESTING
<br />- THE FUEL LEVEL MUST BE BETWEEN 70-80 PERCENT OF TANK CAPACITY
<br />- COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10" OF EACH OTHER.
<br />IN STAGE II VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY.
<br />- ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS.
<br />- THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II
<br />EQUIPMENT FULLY FUNCTIONAL.
<br />- ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL
<br />- THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
<br />UPON.
<br />-110 VOLT AC CURRENT MUST BE AVAILABLE
<br />- TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
<br />CONTRACTOR NOTIFICATION TO TESTING COMPANY (TANKNOLOGY) :
<br />IT IS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGY OF THE NEED TO PERFORM TESTS AT
<br />LEASE 14 DAYS PRIOR TO THE ANTICIPATION TEST DATE. HOWEVER, TO ENSURE TESTS ARE CONDUCTED IN A TIMELY MANNER A
<br />MINIMUM OF FIVE (5) DAYS IS REQUIRED. TANKNOLOGY UNDERSTANDS THAT ACTUAL DATE MAY CHANGE, BY PROVIDING THEM
<br />WITH AS MUCH TIME AS POSSIBLE ALLOWING THEM TO MAINTAIN A TIME SLOT IN THEIR SCHEDULE TO SHIFT AS NECESSARY. THE
<br />CONTRACTOR MUST KEEP TANKNOLOGY APPRISED OF THE ANTICIPATED DATE AND TIME THAT THE TESTING WILL BE NEEDED AS
<br />PROJECTED DATES CHANGE.
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<br />Proto 2nd Qtr 04-03-15
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