PHX-19004858-G002.pdf

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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02/06/2024

MGR: ENGINEERING - FT. WORTH

PHOENIX

PHX-19004858-G002

ATCT

PHX ATCT FLAG POLE INSTALLATION

GENERAL NOTES AND CONSTRUCTION NOTES

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TERMINAL

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

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SKY HARBOR INTERNATIONAL AIRPORT

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

PROJECT ENGINEER

19004858

AZ

1- STATMENT OF WORK:

A. FURNISH AND INSTALL 3 FLAGPOLES WITH FLAGS AND ACCESSORIES AT THE FRONT OF THE MAIN ENTRANCE OF THE

BUILDING.EXPOSED FLAG HEIGHTS AS FOLLOWS:

A.1. 30 FEET FLAGPOLE WITH US FLAG PLACED IN THE MIDDLE

A.2. 25 FEET FLAGPOLE WITH ARIZONA STATE FLAG PLACED TO THE EAST OF THE US FLAG.

A.3. 25 FEET FLAGPOLE WITH FAA AGENCY FLAG PLACED TO THE WEST OF THE US FLAG.

B. BUILD A CONCRETE WALKWAY AS SHOWN IN THE DRAWING.

C. FURNISH AND INSTALL GROUND MOUNTED UP LIGHTS FOR FLAGS ILLUMINATION.

D. INSTALL UNDERGROUND CONDUIT AND WIRING FOR THE FLAG ILLUMINATION LIGHTS.

2 - CONCRETE NOTES

2.1 FORMWORK

A. FURNISH FORMWORK AND FORMWORK ACCESSORIES ACCORDING TO ACI 301.

B. DESIGN, CONSTRUCT, ERECT, BRACE, AND MAINTAIN FORMWORK.

2.2 STEEL REINFORCEMENT

A. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60, DEFORMED.

B. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185/A 185M, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT

SHEETS.

2.3 CONCRETE MATERIALS

A. CEMENTITIOUS MATERIAL: USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF THE SAME TYPE, BRAND, AND SOURCE

THROUGHOUT PROJECT:

1. PORTLAND CEMENT: ASTM C 150, TYPE I.

B. NORMAL-WEIGHT AGGREGATE: ASTM C 33, GRADED, 1-1/2-INCH NOMINAL MAXIMUM AGGREGATE SIZE.

C. WATER: ASTM C 94/C 94M.

2.4 ADMIXTURES

A. AIR-ENTRAINING ADMIXTURE: ASTM C 260.

B. CHEMICAL ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES

AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE.

DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE.

1. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A.

2. RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE B.

3. WATER-REDUCING AND RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE D.

2.5 RELATED MATERIALS

A. JOINT-FILLER STRIPS: ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER, OR ASTM D 1752, CORK OR SELF-EXPANDING

CORK.

2.7 CONCRETE MIXTURES

A. COMPLY WITH ACI 301 REQUIREMENTS FOR CONCRETE MIXTURES.

B. NORMAL-WEIGHT CONCRETE: PREPARE DESIGN MIXES, PROPORTIONED ACCORDING TO ACI 301 , AS FOLLOWS:

1. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI AT 28 DAYS.

2. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45.

3. SLUMP LIMIT: 4 INCHES TO 6 INCHES, PLUS OR MINUS 1 INCH.

4. AIR CONTENT: MAINTAIN WITHIN RANGE PERMITTED BY ACI 301. DO NOT ALLOW AIR CONTENT OF TROWEL-FINISHED FLOOR

SLABS TO EXCEED 3 PERCENT.

2.8 CONCRETE MIXING

A. READY-MIXED CONCRETE: MEASURE, BATCH, MIX, AND DELIVER CONCRETE ACCORDING TO ASTM C 94 AND FURNISH BATCH

TICKET INFORMATION.

1. WHEN AIR TEMPERATURE IS ABOVE 90 DEG F, REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES.

2.9 EMBEDDED ITEMS

A. PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK ATTACHED TO OR

SUPPORTED BY CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND

DIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED.

2.10 STEEL REINFORCEMENT

A. COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT.

1. DO NOT CUT OR PUNCTURE VAPOR RETARDER. REPAIR DAMAGE AND RESEAL VAPOR RETARDER BEFORE PLACING

CONCRETE.

2.11 JOINTS

A. GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE.

B. CONSTRUCTION JOINTS: LOCATE AND INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT

LOCATIONS INDICATED OR AS APPROVED BY ARCHITECT.

C. CONTRACTION JOINTS IN SLABS-ON-GRADE: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO

AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF CONCRETE

THICKNESS, AS FOLLOWS:

1. GROOVED JOINTS: FORM CONTRACTION JOINTS AFTER INITIAL FLOATING BY GROOVING AND FINISHING EACH EDGE OF

JOINT WITH GROOVER TOOL TO A RADIUS OF 1/8 INCH REPEAT GROOVING OF CONTRACTION JOINTS AFTER APPLYING

SURFACE FINISHES. ELIMINATE GROOVER MARKS ON CONCRETE SURFACES.

2. EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT, TERMINATING FLUSH WITH FINISHED CONCRETE SURFACE, UNLESS OTHERWISE INDICATED.

2.12 CONCRETE PLACEMENT

A. COMPLY WITH ACI 301 FOR PLACING CONCRETE.

B. BEFORE TEST SAMPLING AND PLACING CONCRETE, WATER MAY BE ADDED AT PROJECT SITE, SUBJECT TO LIMITATIONS OF

ACI 30.

C. CONSOLIDATE CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT.

2.13 FINISHING FORMED SURFACES

A. MATCH EXISTING WALKWAY CONCRETE FINISH

2.14 CONCRETE PROTECTING AND CURING

C. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.

COMPLY WITH ACI 306.1 FOR COLD-WEATHER PROTECTION AND WITH ACI 301 FOR HOT-WEATHER PROTECTION DURING

CURING.

D. BEGIN CURING AFTER FINISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE.

2.15 REPAIRS

A. REMOVE AND REPLACE CONCRETE THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION.

3- FLAGPOLE NOTES

3.1 PERFORMANCE REQUIREMENTS

A. STRUCTURAL PERFORMANCE: FLAGPOLE ASSEMBLIES, INCLUDING ANCHORAGES AND SUPPORTS, SHALL WITHSTAND THE EFFECTS

OF GRAVITY LOADS, AND THE FOLLOWING LOADS AND STRESSES WITHIN LIMITS AND UNDER CONDITIONS INDICATED ACCORDING TO

THE FOLLOWING DESIGN CRITERIA:

1.WIND LOADS: 95 MPH WIND SPEED ACCORDING TO NAAMM FP 1001, "GUIDE SPECIFICATIONS FOR DESIGN OF METAL

FLAGPOLES." SEI/ASCE 7.

2.BASE FLAGPOLE DESIGN ON POLYESTER FLAGS OF MAXIMUM STANDARD SIZE SUITABLE FOR USE WITH FLAGPOLE OR FLAG SIZE

INDICATED, WHICHEVER IS MORE STRINGENT.

3.2 QUALITY ASSURANCE

A. SOURCE LIMITATIONS: OBTAIN FLAGPOLE AS COMPLETE UNIT, INCLUDING FITTINGS, ACCESSORIES, BASES, AND ANCHORAGE DEVICES, FROM SINGLE SOURCE FROM SINGLE MANUFACTURER.

3.3 FLAGPOLES

A. FLAGPOLE CONSTRUCTION, GENERAL: CONSTRUCT FLAGPOLES IN ONE PIECE IF POSSIBLE. IF MORE THAN ONE PIECE IS NECESSARY, COMPLY WITH THE FOLLOWING:

1.FABRICATE SHOP AND FIELD JOINTS WITHOUT USING FASTENERS, SCREW COLLARS, OR LEAD CALKING.

2.PROVIDE FLUSH HAIRLINE JOINTS USING SELF-ALIGNING, SNUG-FITTING, INTERNAL SLEEVES.

3.PROVIDE SELF-ALIGNING, SNUG-FITTING JOINTS.

B. EXPOSED HEIGHT: 25-30 FEET

C. ALUMINUM FLAGPOLES: PROVIDE ENTASIS-TAPERED FLAGPOLES FABRICATED FROM SEAMLESS EXTRUDED TUBING COMPLYING WITH

ASTM B 241/B 241M, ALLOY 6063, WITH A MINIMUM WALL THICKNESS OF 3/16 INCH.

D. METAL FOUNDATION TUBE: MANUFACTURER'S STANDARD CORRUGATED-STEEL FOUNDATION TUBE, NOT LESS THAN 0.064-INCH-

NOMINAL WALL THICKNESS. PROVIDE WITH 3/16-INCH STEEL BOTTOM PLATE AND SUPPORT PLATE; 3/4-INCH- DIAMETER, STEEL

GROUND SPIKE; AND STEEL CENTERING WEDGES WELDED TOGETHER. GALVANIZE STEEL AFTER ASSEMBLY. PROVIDE LOOSE

HARDWOOD WEDGES AT TOP OF FOUNDATION TUBE FOR PLUMBING POLE.

1.PROVIDE FLASHING COLLAR OF SAME MATERIAL AND FINISH AS FLAGPOLE.

2.PROVIDE STEEL GROUND PROTECTORS EXTENDING 12 INCHES ABOVEGROUND AND 6 INCHES BELOWGROUND FOR STEEL

FLAGPOLES WHERE FLASHING COLLARS ARE NOT PROVIDED.

3.4 SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS

OF INDIVIDUAL COMPONENTS AND PROFILES, OPERATING CHARACTERISTICS, FITTINGS, ACCESSORIES, AND FINISHES FOR

FLAGPOLES.

B. SHOP DRAWINGS: FOR FLAGPOLES. INCLUDE PLANS, ELEVATIONS, DETAILS, AND ATTACHMENTS TO OTHER SHOW GENERAL

ARRANGEMENT, JOINTING, FITTINGS, ACCESSORIES, GROUNDING, ANCHORING, AND SUPPORT.

1.INCLUDE SECTION, AND DETAILS OF FOUNDATION SYSTEM FOR GROUND-MOUNTED FLAGPOLES.

C. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF EXPOSED FINISH REQUIRED, IN MANUFACTURER'S STANDARD SIZES.

D. DELEGATED-DESIGN SUBMITTAL: FOR FLAGPOLE ASSEMBLIES INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND

DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR

THEIR PREPARATION. INCLUDE LOADS, POINT REACTIONS, AND LOCATIONS FOR ANCHORAGE.

E. QUALIFICATION DATA: FOR QUALIFIED PROFESSIONAL ENGINEER.

F. OPERATION AND MAINTENANCE DATA: FOR FLAGPOLES TO INCLUDE IN OPERATION AND MAINTENANCE MANUALS.

3.5 FLAGPOLE INSTALLATION

A. GENERAL: INSTALL FLAGPOLES WHERE SHOWN AND ACCORDING TO SHOP DRAWINGS AND MANUFACTURER'S WRITTEN

INSTRUCTIONS.

B. GROUND SET: PLACE FOUNDATION TUBE, CENTER, AND BRACE TO PREVENT DISPLACEMENT DURING CONCRETING. PLACE CONCRETE.

PLUMB AND LEVEL FOUNDATION TUBE AND ALLOW CONCRETE TO CURE. INSTALL FLAGPOLE, PLUMB, IN FOUNDATION TUBE.

C. FOUNDATION TUBE: PLACE TUBE SEATED ON BOTTOM PLATE BETWEEN STEEL CENTERING WEDGES AND INSTALL HARDWOOD WEDGES

TO SECURE FLAGPOLE IN PLACE. PLACE AND COMPACT SAND IN FOUNDATION TUBE AND REMOVE HARDWOOD WEDGES. SEAL TOP OF

FOUNDATION TUBE WITH A 2-INCH LAYER OF ELASTOMERIC JOINT SEALANT AND COVER WITH FLASHING COLLAR.

4- ELECTRICAL NOTES

1. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE (NEC), NFPA 70E, LOCAL REGULATIONS, AND FEDERAL AVIATION

ADMINISTRATION (FAA) ORDERS AND SPECIFICATIONS.

2. ALL INSULATED CONDUCTORS SHALL BE PROPERLY AND PERMANENTLY IDENTIFIED AND COLOR CODED AT EACH END, IN EACH PULL BOX, AND EVERY 3

FEET WHERE THE CONDUCTOR IS VISIBLE. CONDUCTOR LABELS SHALL BE SHRINK EMBOSSED ONLY PER FAA-STD-1217H.

3. ALL NEW CONDUITS SHALL BE CLEARED OF DEBRIS AND A PULL STRING INSTALLED.

4. INSULATION MEGGER TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE COR ON ALL NEW CONDUCTORS AND CABLES. ALL RESULTS SHALL BE

DOCUMENTED AND PROVIDED TO THE COR FOR FAA RECORD.

5. ALL PENETRATIONS AND OPENINGS SHOWN ARE APPROXIMATED BASED ON ENGINEERING CALCULATIONS. EXACT PENETRATION AND OPENING

DIMENSIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR BASED ON THE EQUIPMENT AND MATERIALS UTILIZED. CONTRACTOR SHALL SUBMIT TO THE

PROJECT ENGINEER A SCHEDULE OF OPENINGS COINCIDING WITH THE EQUIPMENT AND MATERIAL SUBMITTALS.

6. FOLLOW THE PHASE WIRING COLOR CODE AS STATED BELOW:

6.A. BLACK FOR 120 VOLT SYSTEMS;

6.B. BLACK AND RED FOR 120/240 VOLT SYSTEMS;

6.C. BLACK (PHASE A), RED (PHASE B), AND BLUE (PHASE C) FOR 208? AND 208Y/120 VOLT 3-PHASE SYSTEMS

7. PHASE CONDUCTOR COLOR CODING SHALL BE CONTINUOUS THROUGHOUT THE FACILITY ON EACH PHASE CONDUCTOR TO ITS POINT OF

USE SO THAT THE CONDUCTOR PHASE CONNECTION IS READILY IDENTIFIABLE.

GENERAL NOTES

1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL

PROVIDE ALL LABOR AND EQUIPMENT UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

PERMITS, BADGING, AND COORDINATION OF WORK, INCLUDING SCHEDULED SHUTDOWNS. CONTRACTOR SHALL

PROVIDE A WRITTEN PROCEDURE FOR ALL SCHEDULED FACILITY SHUTDOWN WORK TO BE SUBMITTED TO AND

APPROVED BY THE PROJECT ENGINEER.

2. STRICTLY COMPLY WITH ALL OSHA REGULATIONS AT ALL TIMES. THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR) RESERVES THE RIGHT TO STOP THE PROJECT SHOULD AN UNSAFE CONDITION EXIST.

3. ON-SITE WORK HOURS: LIMIT WORK TO BETWEEN 0700 TO 1730 LOCAL TIME. MONDAY THROUGH THURSDAY , UNLESS OTHERWISE

INDICATED. WORK HOURS MAY BE MODIFIED TO MEET PROJECT REQUIREMENTS IF APPROVED BY COR AND OWNER.

4. CONTRACTOR MUST COORDINATE WITH FAA (COR) AND (SSC) THE STAGING AREA AND THE CONSTRUCTION ACTIVITY

AREA. STAIN AREA SHALL BE OF MINIMAL IMPACT TO TRAFFIC AND DAILY ACTIVATES OF THE FACILITY.

5. NIGHT WORK WILL BE REQUIRED FOR ELECTRICAL CUTOVERS AND TESTING. CONTRACTOR SHALL WORK WITH THE

COR AND SSC TO DEVELOP THE PROJECT RISK PLAN (PRP).

6. CONTRACTOR SHALL PERFORM GROUND PENETRATING RADAR (GPR) CONDUIT AND CABLE LOCATING PRIOR TO ANY

EARTH WORK. CONTRACTOR WILL MARK ALL DETERMINED UNDERGROUND OBSTRUCTIONS WITH PAINT AND FLAGS.

CONTRACTOR SHALL MARKUP EXISTING FAA PHX ATCT PLAN DRAWING WITH DETERMINATIONS.

7. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THE DRAWINGS AND SPECIFICATIONS THE CONTRACTOR

SHALL CONTACT THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. PREPARE A DETAILED PRECONSTRUCTION PROJECT SCHEDULE FOR THE DURATION OF THE PROJECT AND INCLUDE

ALL MILESTONE ACTIVITIES

8.A. SUBMIT THE PRECONSTRUCTION PROJECT SCHEDULE TO THE CONTRACTING OFFICER (CO) WITHIN 14 CALENDAR

DAYS AFTER CONTRACT AWARD.

8.B. THE PRECONSTRUCTION PROJECT SCHEDULE SHALL CONSIST OF A DIAGRAM OR A BAR CHART SHOWING THE

START AND THE FINISH DATES OF CONSTRUCTION, AS WELL AS THE MAJOR ITEMS TO BE CONSTRUCTED, WHAT

WORK IS OCCURRING, LENGTH OF TIME ANTICIPATED FOR THE ACTIVITY AND THE FLOW OF CONSTRUCTION

9. CLEANING AND DISPOSAL

9.1. MAINTAIN AREAS UNDER CONTRACTOR'S CONTROL FREE OF WASTE MATERIALS, SCRAPS, SURPLUS MATERIAL, DEBRIS AND RUBBISH. MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION.

9.2. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS ATTICS, CRAWL SPACES AND OTHER CLOSED OR

REMOTE SPACES, PRIOR TO CLOSING THE SPACE.

9.3. CLEAN INTERIOR AREAS DAILY TO PROVIDE SUITABLE CONDITIONS FOR WORK AND TO PREVENT FIRE OR

ACCIDENTS.

9.4. ALL COMBUSTIBLE WASTE MATERIALS SHALL BE REMOVED FROM BUILDINGS AT THE END OF EACH WORKING DAY.

9.5. BROOM CLEAN INTERIOR AREAS ON A DAILY BASIS.

9.6. CONTROL CLEANING OPERATIONS SO THAT DUST AND OTHER PARTICULATES WILL NOT ADHERE TO WET OR

NEWLY-COATED SURFACES.

9.7. RESPONSIBILITY FOR CONSTRUCTION CLEANING SHALL NOT BE DELEGATED TO SUBCONTRACTORS PERFORMING

CONSTRUCTION WORK UNDER THIS CONTRACT.

9.8. REMOVE WASTE MATERIALS, DEBRIS AND RUBBISH FROM SITE AS NEEDED OR AT THE DIRECTION OF THE COR.

LEGALLY DISPOSE OF OFF-SITE IN AN AUTHORIZED DISPOSAL AREA. ALL WASTE CONTAINERS SHALL HAVE A

COVER TO PREVENT DEBRIS FROM BEING BLOWN AROUND.

10. CONDITION OF EXISTING GROUNDS: MAINTAIN PORTIONS OF EXISTING GROUNDS, LANDSCAPING, AND HARDSCAPING AFFECTED

BY CONSTRUCTION OPERATIONS THROUGHOUT CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION

OPERATIONS.

11. WARRANTIES AND GUARANTEES

11.1. OBTAIN WARRANTIES AND GUARANTEES, EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS AND MANUFACTURERS, WITHIN TEN (10) DAYS AFTER COMPLETION OF THE APPLICABLE ITEM OF WORK.

DATE OF BEGINNING OF TIME OF WARRANTY WILL BE THE DATE OF SUBSTANTIAL COMPLETION.

11.2. WARRANTIES AND GUARANTEES SHALL BE MADE OUT IN THE NAME OF, AND ACCRUE TO THE BENEFIT OF THE

FEDERAL AVIATION ADMINISTRATION.

11.3. THE CONTRACTOR SHALL FURNISH WITH EACH GUARANTEE, THE NAME ADDRESS, AND TELEPHONE NUMBER OF

THE GUARANTOR, THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE GUARANTOR'S REPRESENTATIVE

NEAREST TO THE SITE, WHO, UPON REQUEST OF THE FAA REPRESENTATIVE, WILL HONOR THE GUARANTEE

DURING THE GUARANTY PERIOD AND WILL PROVIDE THE SERVICE PRESCRIBED BY THE TERMS OF THE

GUARANTEE.

11.4. PROVIDE AS A PART OF THIS CONTRACT A FULL ONE (1) YEAR PARTS AND LABOR WARRANTY FOR ALL FLAGS, FLAGPOLES, FLAGPOLE COMPONENTS, AND LIGHT FIXTURES SUPPLIED AND INSTALLED UNDER THIS AGREEMENT.

SUCH WARRANTY PERIOD SHALL BEGIN AT THE TIME OF PROJECT ACCEPTANCE.

PHX-19004858-G002