2009_1120-NOAA La Jolla - Specifications Volume 1.pdf

NOAA – La Jolla Laboratory Replacement October 9, 2009 Final Construction Documents

TABLE OF CONTENTS 00010 - 1

DIVISION 0 – BIDDING AND CONTRACTING REQUIREMENTS

CONSTRUCTION AGREEMENT (NOT INCLUDED)

GEOTECHNICAL REPORT (NOT INCLUDED)

CERTFICATES OF COMPLIANCE

SECTION 00010 - TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01060 REGULATORY/PERMITTING REQUIREMENTS

01065 SAFETY

01290 PAYMENT PROCEDURES

01310 PROJECT MANAGEMENT AND COORDINATION

01320 CONSTRUCTION PROGRESS DOCUMENTATION

01322 PHOTOGRAPHIC DOCUMENTATION

01330 SUBMITTAL PROCEDURES

01352 LEED REQUIREMENTS

01353 INDOOR AIR QUALITY MANAGEMENT DURING CONSTRUCTION

01354 INDOOR AIR QUALITY TESTING BEFORE OCCUPANCY

01400 QUALITY CONTROL

01420 REFERENCES

01500 TEMPORARY FACILITIES AND CONTROLS

01524 CONSTRUCTION WASTE MANAGEMENT

01540 SECURITY

01600 PRODUCT REQUIREMENTS

01635 SUBSTITUTION PROCEDURES

01701 EXECUTION REQUIREMENTS

01702 CLOSEOUT PROCEDURES AND FINAL ACCEPTANCE

01731 CUTTING AND PATCHING

01781 PROJECT RECORD DOCUMENTS

01782 OPERATION AND MAINTENANCE DATA

01800 COMMISSIONING

01810 FUNCTIONAL PERFORMANCE TESTING (FPT) PROCEDURES

01820 DEMONSTRATION AND TRAINING

DIVISION 2 - SITE CONSTRUCTION

02230 SITE CLEARING

02231 TREE PROTECTION AND TRIMMING

02260 EXCAVATION SUPPORT AND PROTECTION

02300 EARTHWORK

02510 WATER DISTRIBUTION

02530 SANITARY SEWERAGE

02630 STORM DRAINAGE

02741 ASPHALT PAVING

02751 CEMENT CONCRETE PAVEMENT

02752 CONCRETE PAVERS FOR GREEN ROOF

NOAA – La Jolla Laboratory Replacement October 9, 2009

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02770 TACTILE WARNING SURFACES (PRECAST CONCRETE)

02810 IRRIGATION SYSTEMS

02811 IRRIGATION SYSTEM FOR GREEN ROOF

02915 SOILS FOR GREEN ROOF

02930 PLANTS FOR GREEN ROOF

02931 LANDSCAPING

DIVISION 3 - CONCRETE

03300 CAST-IN-PLACE CONCRETE

03331 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03450 ARCHITECTURAL PRECAST CONCRETE STAIRS

03532 ARCHITECTURAL CONCRETE TOPPING

DIVISION 4 - MASONRY

04810 UNIT MASONRY ASSEMBLIES

DIVISION 5 - METALS

05120 STRUCTURAL STEEL

05210 STEEL JOISTS

05310 STEEL DECK

05400 COLD-FORMED METAL FRAMING

05500 METAL FABRICATIONS

05511 METAL STAIRS

05521 PIPE AND TUBE RAILINGS

05721 ORNAMENTAL RAILINGS

05730 MISCELLANEOUS INTERIOR FORMED METAL

05811 ARCHITECTURAL JOINT SYSTEMS

DIVISION 6 - WOOD AND PLASTICS

06100 ROUGH CARPENTRY

06160 SHEATHING

06402 INTERIOR ARCHITECTURAL WOODWORK

06615 ENGINEERED STONE COUNTERTOPS

06640 PLASTIC PANELING

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07131 PLAZA DECK/FOUNDATION WATERPROOFING

07182 PEDESTRIAN DECK COATINGS

07210 BUILDING INSULATION

07552 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING

07620 SHEET METAL FLASHING AND TRIM

07710 MANUFACTURED ROOF SPECIALTIES

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07716 EXPANSION JOINT ASSEMBLIES

07720 ROOF ACCESSORIES

07811 SPRAYED FIRE-RESISTIVE MATERIALS

07841 THROUGH-PENETRATION FIRESTOP SYSTEMS

07842 FIRE-RESISTIVE JOINT SYSTEMS

07920 JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS

08110 STEEL DOORS AND FRAMES

08119 FIRE RATED DOORS AND FRAMES

08130 STAINLESS-STEEL DOORS AND FRAMES

08211 FLUSH WOOD DOORS

08310 HORIZONTAL ACCESS DOOR

08340 OVERHEAD COILING GRILLES

08362 OVERHEAD COILING DOORS

08411 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08450 ALL-GLASS ENTRANCES AND STOREFRONTS

08520 ALUMINUM WINDOWS

08710 DOOR HARDWARE

08800 GLAZING

08816 DECORATIVE GLASS

08830 MIRRORS

08911 GLAZED ALUINUM CURTAINWALLS

DIVISION 9 - FINISHES

09111 NON-LOAD-BEARING STEEL FRAMING

09220 PORTLAND CEMENT PLASTER

09250 GYPSUM BOARD

09265 GYPSUM BOARD SHAFT-WALL ASSEMBLIES

09310 CERAMIC TILE

09511 ACOUSTICAL PANEL CEILINGS

09548 STAINLESS STEEL WALL PANELS

09638 STONE FLOORING

09651 RESILIENT FLOOR TILE

09652 RESILIENT SHEET FLOORING

09653 RESILIENT WALL BASE AND ACCESSORIES

09671 RESINOUS FLOORING AND WALL FINISH

09680 CARPET

09681 CARPET TILE

09720 WALL COVERINGS

09751 INTERIOR STONE FACING

09841 ACOUSTICAL WALL PANELS

09911 EXTERIOR PAINTING

09912 INTERIOR PAINTING

09931 WOOD STAINS AND TRANSPARENT FINISHES

09960 HIGH PERFORMANCE COATINGS

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DIVISION 10 - SPECIALTIES

10155 TOILET COMPARTMENTS

10265 IMPACT-RESISTANT WALL PROTECTION

10431 SIGNAGE

10505 SOLID PLASTIC LOCKERS

10522 FIRE EXTINGUISHER CABINETS

10523 FIRE EXTINGUISHERS

10531 TERRA COTTA CLAY TILE BAGUETTE SYSTEM

10801 TOILET AND BATH ACCESSORIES

DIVISION 11 – EQUIPMENT

11132 PROJECTION SCREENS

11150 PARKING CONTROL EQUIPMENT

11160 LOADING DOCK EQUIPMENT

11610 FUME HOODS AND EXHAUST DEVICES

11640 LABORATORY EQUIPMENT

DIVISION 12 – FURNISHINGS

12051 FURNITURE AND FURNISHINGS – GENERAL REQUIREMENTS

12494 ROLLER SHADES

12630 LABORATORY CASEWORK AND OTHER FURNISHINGS

12692 ENTRANCE GRIDS

DIVISION 13 - SPECIAL CONSTRUCTION

13034 CLEANROOM WALL SYSTEMS

13035 CONTROLLED ENVIRONMENT ROOMS

13037 CLEANROOM CEILINGS SYSTEMS

13090 RADIATION PROTECTION

13131 ACRYLIC AQUARIUM WINDOWS

13700 BASIC ELECTRONIC SECURITY REQUIREMENTS

13710 CARD ACCESS CONTROL SYSTEM

13712 CLOSED CIRCUIT VIDEO EQUIPMENT

13718 SECURITY EQUIPMENT CABINETS

13726 SECURITY DEVICES

13852 DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM

13930 WET-PIPE FIRE SUPPRESSION SPRINKLERS

13935 DRY-PIPE FIRE SUPPRESSION SPRINKLERS

13967 CLEAN-AGENT EXTINGUISHING SYSTEMS

13974 FIRE SUPPRESSION STANDPIPES

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DIVISION 14 - CONVEYING SYSTEMS

14210 ELECTRIC TRACTION PASSENGER ELEVATORS

14213 ELECTRIC TRACTION SERVICE ELEVATORS

14621 HOIST AND RAIL SYSTEM

DIVISION 15 - MECHANICAL/PLUMBING SECTIONS

15051 COMMON WORK RESULTS FOR FIRE SUPPRESSION

15052 COMMON WORK RESULTS FOR PLUMBING

15053 COMMON WORK RESULTS FOR HVAC

15057 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

15058 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

15061 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

15062 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

15072 VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND

EQUIPMENT

15073 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

15074 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

15076 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

15077 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

15082 PLUMBING INSULATION

15083 HVAC AND PROCESS INSULATION

15091 SLEEVES AND SLEEVE SEALS FOR FIRE SUPPRESSION PIPING

15092 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

15093 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

15096 ESCUTCHEONS FOR FIRE SUPPRESSION PIPING

15097 ESCUTCHEONS FOR PLUMBING PIPING

15098 ESCUTCHEONS FOR HVAC PIPING

15111 GENERAL-DUTY VALVES FOR PLUMBING PIPING

15112 GENERAL-DUTY VALVES FOR HVAC PIPING

15123 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

15124 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

15126 METERS AND GAGES FOR PLUMBING PIPING

15127 METERS AND GAGES FOR HVAC PIPING

15140 DOMESTIC WATER PIPING

15145 DOMESTIC WATER PIPING SPECIALTIES

15150 SANITARY WASTE AND VENT PIPING

15155 SANITARY WASTE PIPING SPECIALTIES

15160 STORM DRAINAGE PIPING

15165 STORM DRAINAGE PIPING SPECIALTIES

15181 HYDRONIC PIPING

15185 HYDRONIC PUMPS

15189 HVAC WATER TREATMENT

15195 FACILITY NATURAL-GAS PIPING

15214 COMPRESSED-AIR PIPING FOR LABORATORY FACILITIES

15223 CHEMICAL WASTE SYSTEMS FOR LABORATORY

15253 COMPRESSED-AIR EQUIPMENT FOR LABORATORY FACILITIES

15410 PLUMBING FIXTURES

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15413 TECHNOLOGY TANK LIFE SUPPORT SYSTEMS

15415 DRINKING FOUNTAINS AND WATER COOLERS

15441 DOMESTIC WATER PUMPS

15445 SEWAGE PUMPS

15446 SUMP PUMPS

15450 POTABLE-WATER STORAGE TANKS

15469 WATER SOFTENERS

15471 AQUARIA LIFE SUPPORT SYSTEM

15487 DOMESTIC WATER HEAT EXCHANGERS

15513 CONDENSING BOILERS

15550 BREECHINGS, CHIMNEYS, AND STACKS

15555 DRAFT CONTROL DEVICES

15625 MAGNETIC BEARING CENTRIFUGAL WATER CHILLERS – 42 DEGREE CHILLED

WATER

15626 ROTARY SCREW WATER CHILLERS – 29 DEGREE CHILLED WATER

15635 REFRIGERANT DETECTION AND ALARM

15640 COOLING TOWERS

15710 HYDRONIC HEAT EXCHANGERS

15725 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

15734 COMPUTER-ROOM AIR-CONDITIONERS

15736 FILTER FAN UNITS

15762 UNIT HEATERS

15763 FAN-COIL UNITS

15815 METAL DUCTS

15820 DUCT ACCESSORIES

15836 AXIAL FANS

15838 POWER VENTILATORS, DUST COLLECTION, PAINT SPRAY BOOTH

15840 AIR TERMINAL UNITS

15855 DIFFUSERS, REGISTERS, AND GRILLES

15900 HVAC INSTRUMENTATION AND CONTROLS

15940 SEQUENCE OF OPERATION

15950 TESTING, ADJUSTING, AND BALANCING

15995 MECHANICAL SYSTEM COMMISSIONING

15996 BUILDING AUTOMATION SYSTEM COMMISSIONING

DIVISION 16 - ELECTRICAL SECTIONS

16051 COMMON WORK RESULTS FOR ELECTRICAL

16052 COMMON WORK RESULTS FOR COMMUNICATIONS

16053 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

16055 OVERCURRENT PROTECTIVE DEVICE COORDINATION

16060 GROUNDING AND BONDING

16073 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

16074 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

16075 ELECTRICAL IDENTIFICATION

16120 CONDUCTORS AND CABLES

16123 CONTROL-VOLTAGE ELECTRICAL POWER CABLES

16130 RACEWAYS AND BOXES

16139 CABLE TRAYS

16140 WIRING DEVICES

16145 LIGHTING CONTROL DEVICES

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16211 ELECTRICITY METERING

16215 ELECTRICAL POWER MONITORING AND CONTROL

16231 PACKAGED ENGINE GENERATORS

16264 STATIC UNINTERRUPTIBLE POWER SUPPLY

16269 VARIABLE FREQUENCY CONTROLLERS

16289 TRANSIENT VOLTAGE SUPPRESSION

16410 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

16415 TRANSFER SWITCHES

16420 ENCLOSED CONTROLLERS

16441 SWITCHBOARDS

16442 PANELBOARDS

16461 LOW-VOLTAGE TRANSFORMERS

16491 FUSES

16511 INTERIOR LIGHTING

16521 EXTERIOR LIGHTING

16571 CENTRAL DIMMING CONTROLS

16714 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

16716 COMMUNICATIONS BACKBONE CABLING

16717 COMMUNICATIONS HORIZONTAL CABLING

16718 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

16800 SOLAR PHOTOVOLTAIC SYSTEM

16995 ELECTRICAL SYSTEM COMMISSIONING

DIVISION 17 - COMMUNICATIONS SECTIONS

17100 VOICE-OVER-IP (VOIP) SYSTEM

PROFESSIONAL SEALS / CERTIFICATIONS

ARCHITECTURAL:

I hereby specify that the documents intended to be authenticated by my seal are limited to the Specification Sections and Drawing Sheets listed below, and I hereby disclaim any responsibility for all other drawings, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural project unless such documents bear my signed and dated seal.

Specification Sections

Drawing Sheets

A020 A042 A112 A131 A146 FF&E:

A021 A043 A113 A132 A160 A117 A022 A044 A114 A133 A161 A118 A023 A045 A115 A134 A162 A127 A024 A101 A116 A135 A163 A128 A025 A102 A121 A136 A164 A137 A026 A103 A122 A141 A165 A138 A030 A104 A123 A142 A166 A147 A031 A105 A124 A143 A167 A148 A040 A106 A125 A144 A506 A041 A111 A126 A145 A507

MICHAEL B. WILKES

ARCHITECTURAL:

Specification Sections and Drawing Sheets listed below, and I hereby disclaim any responsibility for all other drawings, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural project unless such documents bear my signed and dated seal.

Specification Sections 02752 02811 02915 02930

Drawing Sheets

G000 LGR100 A050 A311 A332 A502

G010 LGR101 A100 A312 A333 A506

G020 LGR110 A110 A313 A334 A507

G030 LGR111 A120 A314 A335 A530

G100 LGR112 A130 A315 A336 A531

G101 LGR113 A140 A316 A337 A532

G102 LGR120 A150 A317 A350 A533

G103 LGR121 A151 A318 A351 A540

G103 LGR122 A152 A319 A352 A541

G104 LGR123 A157 A320 A400 A542

G105 LGR200 A158 A321 A401

LGR202 A200 A322 A405

A201 A323 A406 A202 A324 A410 A203 A325 A411 A210 A326 A412 A300 A327 A413 A301 A328 A414 A302 A329 A415 A303 A330 A500 A310 A331 A501

ROBERT E. GOULD

STRUCTURAL

Specification Sections and Drawing Sheets listed below, and I hereby disclaim any responsibility for all other drawings, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural project unless such documents bear my signed and dated seal.

Specification Sections

03300 Cast-in-Place Concrete 05120 Structural Steel 05210 Steel Joists 05310 Steel Deck 05500 Metal Fabrications 02260 Excavation Support and Protection

S001 S122 S152 S302 S342 S417 S100 S130 S160 S303 S343 S418 S101 S131 S200 S304 S400 S419 S102 S132 S201 S305 S401 S420 S110 S133 S210 S306 S410 S421 S111 S140 S211 S320 S411 S422 S112 S141 S212 S321 S412 S423 S113 S142 S213 S330 S413 S120 S150 S300 S340 S414 S121 S151 S301 S341 S415

Cameron D. Duncan, No. S 4150

LANDSCAPE ARCHITECTURAL:

Specification Sections and Drawing Sheets listed below, and I hereby disclaim any responsibility for all other drawings, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural project unless such documents bear my signed and dated seal.

Specification Sections

02231 02810 02931

L100 L301 L101 L200 L201 L202 L203 L300

Patrick Caughey

NOAA - La Jolla Laboratory Replacement October 9, 2009

REGULATORY/PERMITTING REQUIREMENTS 01060 - 1

SECTION 01060 - REGULATORY/PERMITTING REQUIREMENTS

PART 1 - GENERAL (see FAR 52.236-7)

1.1 SCOPE. The Contractor shall, without additional cost to the Government, obtain any necessary licenses or permits and comply with Federal, State and municipal laws, codes, or regulations applicable to performance of work. The contractor is not required to obtain: general building, electrical, mechanical, plumbing, or other building permits with the exception of those related to the Clean Air and Water Act (FAR 52.223-2). Except for permits required by the Clean Air and Water Act, the Government and its contractors shall not pay any amount to a state or political subdivision of a state for reviewing plans, on-site inspections, issuing permits, or making recommendations.

PART 2 – PRODUCTS

(NOT REQUIRED BY THIS SECTION)

PART 3 - EXECUTION

A. Contractor shall give notices necessary and incident to the lawful execution of work under this contract.

B. Excluding requirements of the Clean Air and Water Act, the contractor shall not take direction, request inspection, or require approvals from the state or any subdivision for work performed under this contract.

C. In case of a conflict between the requirements set forth in the drawings and specifications of this contract and those set forth in local and state codes, those set forth in the drawings and specifications of this contract shall control.

D. Original or a copy of all required permits and licenses shall be maintained at the project site.

END OF SECTION 01060

SAFETY 01065-1

SECTION 01065 - SAFETY

PART 1 - GENERAL (see FAR 52.222-4, FAR 52.236-7, and FAR 52.236-13)

1.1 SCOPE. Contractor shall be responsible for compliance with state and federal Occupational

Safety and Health Act (OSHA) requirements when applicable.

1.2 SUBMITTALS. Submit the following to the Government, for the record, in accordance with Section

01340, SUBMITTALS.

A. Site Safety Representative designation letter

B. Site Safety Plan

PART 2 - PRODUCTS

(None required by this Section.)

PART 3 - EXECUTION

3.1 CONTRACTOR SAFETY REPRESENTATIVE. Prior to initiating work at the site, Contractor shall designate in writing the name of its representative who will ensure Contractor compliance with safety requirements.

3.2 COMPLIANCE. The Contractor shall comply with requirements of the OSHA Manual.

A. Contractor shall promptly correct any non-complying work or conditions. Contractor shall ensure its work does not affect the safety of the public or employees of the Government. Neither the Government nor its representatives shall bear any responsibility for safety precautions at the project work site. If, however, in the opinion of the Government, a life-threatening condition exists, the Government will orally, (to be confirmed in writing), require the Contractor to immediately suspend work in the affected area until the condition is corrected. Whenever Contractor's operation may create a hazardous condition, it shall at its sole expense, to furnish, install and maintain such flagmen, guards, fences, barricades, railings, lights, signs, or other devices necessary to prevent accidents, injury, or damage to people and equipment.

B. Contractor shall determine the location of the paramedic unit, medical facility or hospital nearest to the project site to be used for medical emergencies. The name, telephone number, location, and a route map to these facilities shall be prominently posted at the project site. Telephone numbers of the local fire and police departments shall be prominently displayed.

3.3 RECORD KEEPING. Contractor shall maintain all required OSHA records. Records of safety performance shall be available at the project site for inspection upon request of the Government or the state.

3.4 DISCOVERY OF UNKNOWN POTENTIALLY HAZARDOUS CONDITIONS AND

MATERIALS/SUBSTANCES. In the event conditions, materials, or substances are encountered during the course of the work which cause Contractor to reasonably suspect the presence of asbestos, polychlorinated biphenyl (PCB) or other hazardous materials, Contractor shall cease all work in the affected area immediately and notify the Government by telephone. The Contractor shall cordon off the affected area to prevent access by all personnel. Contractor shall not proceed with further work of any kind in the affected area until instructions are received from the Contracting Officer. Upon identification of the material or substance and receipt of written

SAFETY 01065-2

instructions from the Contracting Officer, the Contractor may proceed only in accordance with the instructions of the Contracting Officer and the applicable code or regulation pertaining to the specific material identified.

END OF SECTION 01065

PAYMENT PROCEDURES 01290- 1

SECTION 01290 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.3 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Correlate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

2. A Government provided "Schedule of Values for Construction Payment" form is required to be completed and submitted for approval prior to the first request for payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01290

NOAA - La Jolla Laboratory Replacement October 9, 2009

PROJECT MANAGEMENT AND COORDINATION 01310 - 1

SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination drawings.

2. Requests for Information (RFIs).

3. Project meetings.

B. Related Sections:

1. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

1.2 DEFINITIONS

A. RFI: Request from Contractor seeking information or clarification from the Government during the construction phase.

1.3 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Government and separate contractors if coordination of their Work is required.

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PROJECT MANAGEMENT AND COORDINATION 01310 - 2

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

9. Project closeout activities.

1.4 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings in accordance with requirements in individual Sections, where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Government indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire protection, fire alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire protection, fire alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

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PROJECT MANAGEMENT AND COORDINATION 01310 - 3

6. Review: Government will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are the Contractor's responsibility.

1.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an electronic RFI in the form specified.

1. Government will return RFIs submitted to Government by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Government.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's solution(s) impacts the Contract

Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. RFI Forms: Contractor shall submit RFI’s in a format or on a standard form typically used in their organization.

D. Government's Action: Government will review each RFI, determine action required, and respond. Allow five (5) working days for Government's response for each RFI. RFIs received by Government after 1:00 p.m. will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for coordination information already indicated in the Contract

Documents.

d. Requests for adjustments in the Contract Time or the Contract Sum.

e. Requests for interpretation of Government's actions on submittals.

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PROJECT MANAGEMENT AND COORDINATION 01310 - 4

f. Incomplete RFIs or inaccurately prepared RFIs.

2. Government's action may include a request for additional information, in which case Government's time for response will date from time of receipt of additional information.

3. Government's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Government in writing within five (5) days of receipt of the RFI response.

E. On receipt of Government's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Government within five (5) days if Contractor disagrees with response.

F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly. Use CSI Log Form 13.2B or approved form. Include the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Government.

4. RFI number including RFIs that were dropped and not submitted.

5. RFI description.

6. Date the RFI was submitted.

7. Date Government's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

1.6 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Government and Government of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Government and Government, within three days of the meeting.

B. Preconstruction Conference: A post-award/pre-construction conference with the contractor is required. The contractor shall be notified within fifteen (15) calendar days after the date of contract award of the specific date, time and conference location, and any need for attendance by subcontractors and information regarding the items to be discussed.

C. Pre-installation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

NOAA - La Jolla Laboratory Replacement October 9, 2009

PROJECT MANAGEMENT AND COORDINATION 01310 - 5

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Government, and Government's Commissioning Authority, of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related RFIs.

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Review of mockups.

i. Possible conflicts.

j. Compatibility problems.

k. Time schedules.

l. Weather limitations.

m. Manufacturer's written recommendations.

n. Warranty requirements.

o. Compatibility of materials.

p. Acceptability of substrates.

q. Temporary facilities and controls.

r. Space and access limitations.

s. Regulations of authorities having jurisdiction.

t. Testing and inspecting requirements.

u. Installation procedures.

v. Coordination with other work.

w. Required performance results.

x. Protection of adjacent work.

y. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at weekly intervals.

1. Attendees: In addition to representatives of Government, Government's Commissioning Authority and Government, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

NOAA - La Jolla Laboratory Replacement October 9, 2009

PROJECT MANAGEMENT AND COORDINATION 01310 - 6

2. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Progress cleaning.

10) Quality and work standards.

11) Status of correction of deficient items.

12) Field observations.

13) Status of RFIs.

14) Status of proposal requests.

15) Pending changes.

16) Status of Change Orders.

17) Pending claims and disputes.

18) Documentation of information for payment requests.

3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.

a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01310

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1

SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's construction schedule.

2. Daily construction reports.

3. Field condition reports.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of the Project.

C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

D. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Government or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

1.4 INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2

1. PDF electronic file.

B. Start-up Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.

C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

D. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.

3. Total Float Report: List of all activities sorted in ascending order of total float.

4. Earnings Report: Compilation of Contractor's total earnings from the Notice to

Proceed until most recent Application for Payment.

E. Daily Construction Reports: Submit at weekly intervals.

F. Field Condition Reports: Submit at time of discovery of differing conditions.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Established from the Notice to Proceed to date of final completion. Final completion is inclusive of all submission and approval of all contract requirements and final clean up of the site.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Government.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's construction schedule with submittal schedule.

4. Startup and Testing Time: Include not less than 15 days for startup and testing.

5. Punch List and Final Completion: Include not more than 30 days for punch list and final completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Work under More Than One Contract: Include a separate activity for each contract.

2. Work by Government: Include a separate activity for each portion of the Work performed by Government.

3. Work Restrictions: Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Use of premises restrictions.

e. Provisions for future construction.

f. Seasonal variations.

g. Environmental control.

4. Work Stages: Indicate important stages of construction for each major portion of the Work.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed and final completion.

E. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered RFIs.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 4

F. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule.

G. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

1. Utilize Microsoft Project, Primavera or Prolog scheduling component of project Web site software specified in Division 1 Section " Project Management and Coordination", for Windows XP, Windows Vista or Macintosh OS X operating system.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

A. General: Prepare network diagrams using AON (activity-on-node) format.

B. Start-up Network Diagram: Submit diagram within 14 days of date established for the Notice of Award. Outline significant construction activities for the first 90 days of construction.

Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

C. CPM Schedule: Prepare Contractor's construction schedule using a cost- and resource-loaded, time-scaled CPM network analysis diagram for the Work.

1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than 60 days after date established for the Notice to Proceed.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Government's approval of the schedule.

2. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

3. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule in order to correlate with Contract Time.

D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work.

Using the start-up network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:

a. Preparation and processing of submittals.

b. Mobilization and demobilization.

c. Purchase of materials.

d. Delivery.

e. Fabrication.

f. Utility interruptions.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 5

g. Installation.

h. Work by Government that may affect or be affected by Contractor's activities.

i. Testing and commissioning.

j. Punch list and final completion.

k. LEED templates and documentation.

l. Activities occurring following final completion.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.

a. Subnetworks on separate sheets are permissible for activities clearly off the critical path.

E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall project schedule.

F. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following:

1. Contractor or subcontractor and the Work or activity.

2. Description of activity.

3. Principal events of activity.

4. Immediate preceding and succeeding activities.

5. Early and late start dates.

6. Early and late finish dates.

7. Activity duration in workdays.

8. Total float or slack time.

9. Average size of workforce.

10. Dollar value of activity (coordinated with the schedule of values).

G. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

1. Identification of activities that have changed.

2. Changes in early and late start dates.

3. Changes in early and late finish dates.

4. Changes in activity durations in workdays.

5. Changes in the critical path.

6. Changes in total float or slack time.

7. Changes in the Contract Time.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 6

2.3 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions, including presence of rain or snow.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events.

10. Stoppages, delays, shortages, and losses.

11. Meter readings and similar recordings.

12. Emergency procedures.

13. Orders and requests of authorities having jurisdiction.

14. Change Orders received and implemented.

15. Construction Change Directives received and implemented.

16. Services connected and disconnected.

17. Equipment or system tests and startups.

18. Partial completions and occupancies.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

C. Sustainable Design Progress Reports: As specified in Division 01 Section “Environmental Requirements.”

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 7

B. Distribution: Distribute copies of approved schedule to Government, Government, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

END OF SECTION 01320

PHOTOGRAPHIC DOCUMENTATION 01322- 1

SECTION 01322 - PHOTOGRAPHIC DOCUMENTATION

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Periodic construction photographs.

B. Related Sections:

1. Division 1 Section "Closeout Procedures" for submitting photographic documentation as Project Record Documents at Project closeout.

1.3 INFORMATIONAL SUBMITTALS

A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph or video recording. Indicate elevation or story of construction. Include same information as corresponding photographic documentation.

B. Digital Photographs: Submit image files within three days of taking photographs.

1. Digital Camera: Minimum sensor resolution of 8 megapixels.

2. Identification: Provide the following information with each image description in file metadata tag:

a. Name of Project.

b. Name and contact information for photographer.

c. Date photograph was taken.

d. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

C. Construction Photographs: When requested by Government’s Representative, submit two prints of each photographic view within seven days of taking photographs.

PHOTOGRAPHIC DOCUMENTATION 01322- 2

1. Format: 203 by 254 mm smooth-surface matte prints on single-weight commercial-grade photographic paper, mounted on linen or card stock to allow a 1-inch- wide margin and enclosed back to back in clear plastic sleeves that are punched for standard three-ring binder.

2. Identification: On back of each print, provide an applied label or rubber-stamped impression with the following information:

a. Name of Project.

b. Name and contact information for photographer.

c. Name of Government.

d. Name of Contractor.

e. Date photograph was taken if not date stamped by camera.

f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

g. Unique sequential identifier keyed to accompanying key plan.

1.4 QUALITY ASSURANCE

A. Photographer Qualifications: An individual who has been regularly engaged as a professional photographer of construction projects for not less than three years.

1.5 COORDINATION

A. Auxiliary Services: Cooperate with photographer and provide auxiliary services requested, including access to Project site and use of temporary facilities, including temporary lighting required to produce clear, well-lit photographs.

1.6 USAGE RIGHTS

A. Obtain and transfer copyright usage rights from photographer to Government for unlimited reproduction of photographic documentation.

PART 2 - PRODUCTS

2.1 PHOTOGRAPHIC MEDIA

A. Digital Images: Provide images in JPG format, with minimum size of 8 megapixels.

PART 3 - EXECUTION

3.1 CONSTRUCTION PHOTOGRAPHS

A. Photographer: Engage a qualified photographer to take construction photographs.

PHOTOGRAPHIC DOCUMENTATION 01322- 3

B. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

1. Maintain key…