Attachment 01a - Specifications.pdf

Issued for Proposal August 1, 2024

SIOUX FALLS REGIONAL AIRPORT

SIOUX FALLS, SOUTH DAKOTA

BUILDING ENVELOPE REPLACEMENT

Sioux Falls Airport Traffic Control Tower

FSD ATCT

SPECIFICATIONS

Federal Aviation Administration Central Service Area by Engineering Services -Terminal Engineering Chicago

FEDERAL AVIATION ADMINISTRATION August 1, 2024 Sioux Falls Air Traffic Control Tower

TABLE OF CONTENTS 00 01 10 - 1

DOCUMENT 00 01 10 – TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 TABLE OF CONTENTS

00 01 15 LIST OF DRAWINGS

00 10 00 SOLICITATION

00 65 00 CLOSEOUT FORMS

Attachment-FAA Fire Alarm System Certificate of Completion Attachment-FAA Life Safety System Inspection and Test Report

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

Attachment-Airport Ground Vehicle Operations Guide

01 32 00.10 EARNED VALUE MANAGEMENT

01 32 10 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 16.13 CONTRACTOR-PREPARED NETWORK ANALYSIS SYSTEM

01 33 00 SUBMITTAL PROCEDURES

01 35 29 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

Attachment-FAA Pre-Construction and Maintenance Project Safety and Health Checklist.

01 40 00 CONSTRUCTION QUALITY REQUIREMENTS

01 42 00 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 71 33.10 PROTECTION OF WORK AND PROPERTY

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 81 09 TESTING FOR INDOOR AIR QUALITY

DIVISION 01 - SUSTAINABILITY

01 10 00 S SUMMARY

01 23 00 S ALTERNATES

01 31 00 S PROJECT MANAGEMENT AND COORDINATION

01 40 00 S QUALITY REQUIREMENTS

01 41 00 S REGULATORY REQUIREMENTS

01 42 00 S REFERENCES

01 43 50 S CONTINUAL IMPROVEMENT OF ENVIRONMENTAL QUALITY

01 60 00 S PRODUCT REQUIREMENTS

01 73 00 S EXECUTION

01 74 19 S CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 S CLOSEOUT PROCEDURES

01 78 23 S OPERATION AND MAINTENANCE DATA

01 79 00 S DEMONSTRATION AND TRAINING

01 81 09 TESTING FOR INDOOR AIR QUALITY

01 81 13 S SUSTAINABLE DESIGN REQUIREMENTS

01 91 13 S GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

Not Used – Site Specific

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

TABLE OF CONTENTS 00 01 10 - 2

03 41 00 PRECAST STRUCTURAL CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 52 16 LIGHTWEIGHT INSULATING CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 72 00 CAST STONE MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 21 00 STEEL JOIST FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 13 PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 18 00 TRAFFIC COATINGS

07 19 16 SILANE WATER REPELLENT FOR EXTERIOR CONCRETE SURFACE

07 21 00 THERMAL INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 51 13 BUILT-UP ASPHALT ROOFING

07 52 16 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE

ROOFING

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING

07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 55 56 FLUID-APPLIED PROTECTED MEMBRANE ROOFING

07 61 00 SHEET METAL ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 71 00 ROOF SPECIALTIES

07 71 29 MANUFACTURED ROOF EXPANSION JOINTS

07 72 00 ROOF ACCESSORIES

07 81 00 SPRAYED FIRE RESISTIVE MATERIAL (SFRM)

07 84 13 PENETRATION FIRESTOPPING

07 84 46 FIRE-RESISTIVE JOINT SYSTEMS

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

TABLE OF CONTENTS 00 01 10 - 3

08 33 23 OVERHEAD COILING DOORS

08 39 54 BLAST RESISTANT DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

08 51 13 ALUMINUM WINDOWS

08 51 50 ATCT CAB WINDOW FRAMING

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

08 83 00 MIRRORS

08 88 58 ATCT CAB GLAZING

DIVISION 09 - FINISHES

09 21 16.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 24 00 PORTLAND CEMENT PLASTERING

09 29 00 GYPSUM BOARD

09 30 00 TILING

09 51 13 ACOUSTICAL PANEL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 16 RESILIENT SHEET FLOORING

09 65 16.13 LINOLEUM FLOORING

09 65 19 RESILIENT TILE FLOORING

09 65 36 STATIC-CONTROL RESILIENT FLOORING

09 66 23 RESINOUS MATRIX TERRAZZO

09 68 13 TILE CARPETING

09 68 13.10 CONDUCTIVE TILE CARPETING

09 68 16 SHEET CARPET

09 69 00 ACCESS FLOORING

09 72 00 WALL COVERING

09 84 13 FIXED SOUND-ABSORPTIVE PANELS

09 91 00 PAINTING

09 94 13 TEXTURE FINISHING

09 96 46 INTUMESCENT PAINTING

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY SURFACES

10 13 00 DIRECTORIES

10 14 00 SIGNAGE

10 14 26 POST AND PANEL SIGNAGE

10 14 43 PHOTOLUMINESCENT SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 26 OPERABLE PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 13 FIRE EXTINGUISHER CABINETS

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 55 00 POSTAL SPECIALTIES

TABLE OF CONTENTS 00 01 10 - 4

10 75 00 FLAG POLE

DIVISION 11 – EQUIPMENT

11 13 19.13 LOADING DOCK EQUIPMENT

11 24 23.10 EXTERIOR BUILDING MAINTENANCE SYSTEM

11 31 00 RESIDENTIAL APPLIANCES

11 33 00 RETRACTABLE STAIR

11 52 13 PROJECTION SCREENS

DIVISION 12 - FURNISHINGS

12 21 13 HORIZONTAL LOUVER BLINDS

12 24 12 ATCT TRANSPARENT PLASTIC WINDOW SHADES

12 31 20 MANUFACTURED METAL CASEWORK FOR CAB AND TRACON (CONSOLES

AND CABINETS)

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 49 25 MICROWAVE TRANSPARENT ELECTROMAGNETIC (EM) WINDOW

DIVISION 14 - CONVEYING EQUIPMENT

14 21 00 ELECTRIC TRACTION ELEVATORS

14 24 00 HYDRAULIC ELEVATORS

14 93 00 ELECTRIC HOISTS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 FIRE-SUPPRESSION STANDPIPES

21 13 13 WET-PIPE SPRINKLER SYSTEMS

21 31 12 FIRE PUMPS

DIVISION 22 - PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 16 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 33 HEAT TRACING FOR PLUMBING PIPING

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 11 23 DOMESTIC WATER PUMPS

22 12 23 FACILITY INDOOR POTABLE-WATER STORAGE TANKS

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 13 23 SANITARY WASTE INTERCEPTORS

22 13 29 SANITARY SEWERAGE PUMPS

TABLE OF CONTENTS 00 01 10 - 5

22 13 43 FACILITY PACKAGED SEWAGE PUMPING STATION

22 14 13 FACILITY STORM DRAINAGE PIPING

22 14 23 STORM DRAINAGE PIPING SPECIALTIES

22 14 29 SUMP PUMPS

22 31 00 DOMESTIC WATER SOFTENERS

22 32 00 DOMESTIC WATER FILTRATION EQUIPMENT

22 33 00 ELECTRIC DOMESTIC WATER HEATERS

22 34 00 FUEL-FIRED DOMESTIC WATER HEATERS

22 40 00 PLUMBING FIXTURES

22 45 00 EMERGENCY PLUMBING FIXTURES

22 47 00 DRINKING FOUNTAINS AND WATER COOLERS

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 16 EXPANSION FITTINGS AND LOOPS OR HVAC PIPING

23 05 19 METERS AND GAGES FOR HVAC PIPING

23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 33 HEAT TRACING FOR HVAC PIPING

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING

23 07 00 HVAC INSULATION

23 08 00 COMMISSIONING OF HVAC

23 09 23 INSTRUMENTATION AND CONTROLS FOR HVAC

23 11 13 FACILITY FUEL-OIL PIPING

23 11 23 FACILITY NATURAL-GAS PIPING

23 13 23.26 CONCRETE VAULTED, STEEL AST

23 15 71 STAIR PRESSURIZATION SYSTEM

23 21 13 HYDRONIC PIPING

23 21 13.33 GROUND-LOOP HEAT-PUMP PIPING

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 HVAC WATER TREATMENT

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 34 23 HVAC POWER VENTILATORS

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 41 00 PARTICULATE AIR FILTRATION

23 42 00 GAS-PHASE AIR FILTRATION

23 51 00 BREECHINGS, CHIMNEYS, AND STACKS

23 51 13 DRAFT CONTROL DEVICES

23 52 16 CONDENSING BOILERS

23 52 33 WATER-TUBE BOILERS

23 52 39 FIRE-TUBE BOILERS

23 54 00 FURNACES

23 55 33 FUEL-FIRED UNIT HEATERS

23 57 00 HEAT EXCHANGERS FOR HVAC

23 62 00 PACKAGED COMPRESSOR AND CONDENSER UNITS

23 63 13 AIR-COOLED REFRIGERANT CONDENSERS

TABLE OF CONTENTS 00 01 10 - 6

23 63 33 EVAPORATIVE REFRIGERANT CONDENSERS

23 64 16 CENTRIFUGAL WATER CHILLERS

23 64 23 SCROLL WATER CHILLERS

23 64 26 ROTARY-SCREW WATER CHILLERS

23 65 00 COOLING TOWERS

23 72 00 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

23 73 13 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 74 13 PACKAGED, OUTDOOR, CENTRAL-STATION AIR-HANDLING UNITS

23 81 13 PACKAGED TERMINAL AIR-CONDITIONERS

23 81 19 SELF-CONTAINED AIR-CONDITIONERS

23 81 23 COMPUTER-ROOM AIR-CONDITIONERS

23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS

23 81 46 WATER-SOURCE UNITARY HEAT PUMPS

23 82 16 AIR COILS

23 82 19 FAN COIL UNITS

23 82 33 CONVECTORS

23 82 39 UNIT HEATERS

23 84 13 HUMIDIFIERS

DIVISION 26 - ELECTRICAL

26 00 01 GENERAL PROVISIONS FOR GOVERNMENT FURNISHED EQUIPMENT (GFE)

26 00 02 DOCUMENTATION, TESTING, AND TRAINING REQUIREMENTS FOR

GOVERNMENT FURNISHED EQUIPMENT (GFE)

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 27 HIGH FREQUENCY GROUNDING AND SIGNAL REFERENCE GRID (SRG)

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

26 09 13 ELECTRICAL POWER MONITORING AND CONTROL (GFE)

26 22 00 LOW-VOLTAGE TRANSFORMERS (NON-GFE)

26 22 01 LOW-VOLTAGE TRANSFORMERS (GFE)

26 24 13 SWITCHBOARDS (NON-GFE)

26 24 14 SWITCHBOARDS (GFE)

26 24 16 PANELBOARDS (NON-GFE)

26 24 17 PANELBOARDS (GFE)

26 24 19 MOTOR-CONTROL CENTERS

26 27 26 WIRING DEVICES

26 28 13 FUSES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 13 ENCLOSED CONTROLLERS

26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLERS

26 32 13 ENGINE GENERATORS (GFE)

26 32 14 GENERATOR RESISTIVE LOAD BANK (GFE)

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (GFE)

TABLE OF CONTENTS 00 01 10 - 7

26 33 54 RESISTIVE LOAD BANK FOR UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 36 00 TRANSFER SWITCHES (Partial GFE)

26 36 14 INSTALLATION OF STATIC TRANSFER SWITCHES (GFE)

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 TRANSIENT-VOLTAGE SUPPRESSION FOR LOW-VOLTAGE ELECTRICAL

POWER CIRCUITS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS (NOT USED)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 30 00 MASTER FIRE ALARM SYSTEM

28 35 00 REFRIGERANT DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 31 16 TERMITE CONTROL

31 50 00 EXCAVATION SUPPORT AND PROTECTION

31 62 13 CONCRETE PILES

31 62 16 STEEL PILES

31 62 19 TIMBER PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 13 CONCRETE PAVING

32 31 13 SECURITY FENCES AND GATES

32 84 00 PLANTING IRRIGATION

32 93 00 PLANTS

DIVISION 33 - UTILITIES

33 41 00 STORM UTILITY DRAINAGE PIPING

DIVISION 34 – TRANSPORTATION (NOT USED)

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED)

END OF SECTION 00 01 10

FEDERAL AVIATION ADMINISTRATION August 1, SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Work phases.

4. Work under other contracts.

5. Products ordered in advance.

6. FAA-furnished products.

7. Use of premises.

8. FAA's occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Replace the building envelope.

1. Project Location: 2601 Jaycee Ln., Sioux Falls, SD 57104 (FSD) ATCT

B. The Work consists of the following:

1. The Work includes remove and replace the entire ATCT shaft building envelope that will include siding, windows, and cab catwalk roofing membrane. Removal of and/or replacement of windows and other appurtenant features on the ATCT.

1.3 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract.

B. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

C. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

a. Limit site disturbance to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, stormwater detention facilities, and playing fields) that require additional staging areas in order to limit compaction in the constructed area.

FEDERAL AVIATION ADMINISTRATION August 1, SUMMARY 01 10 00 - 2

2. FAA Occupancy: FAA shall occupy FSD ATCT during Project.

3. Driveways and Entrances: Keep driveways, parking garage, loading areas, and entrances serving premises clear and available to FAA, FAA's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

D. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.4 FAA'S OCCUPANCY REQUIREMENTS

A. Full FAA Occupancy: FAA will occupy site during entire construction period. Cooperate with FAA during construction operations to minimize conflicts and facilitate FAA usage. Perform the Work so as not to interfere with FAA's day-to-day operations. Maintain existing exits, unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from FAA.

2. Provide not less than 72 hours' notice to FAA of activities that will affect FAA's operations.

B. FAA Occupancy of Completed Areas of Construction: FAA reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Obtain a Certificate of Occupancy from authorities having jurisdiction before FAA occupancy.

2. Before partial FAA occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, FAA will operate and maintain mechanical and electrical systems serving occupied portions of building.

3. On occupancy, FAA will assume responsibility for maintenance and custodial service for occupied portions of building.

1.5 WORK RESTRICTIONS

A. The Sioux Falls Regional Airport operates 24 hours a day, 7 days per week. It will be necessary to coordinate construction activity so as not to interfere with functions of the FAA. Loss of FAA equipment for any amount of time will jeopardize safety of the flying public and may result in criminal charges against the Contractor.

B. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, except otherwise indicated.

FEDERAL AVIATION ADMINISTRATION August 1, SUMMARY 01 10 00 - 3

1. Weekend Hours: Provide FAA written notice 72 hours in advance of requested weekend hours.

2. Mid-shift Work: Certain work activities must be performed during the hours of 6:00 pm to 5:30 am. These activities include any noisy work, and any work that would have an impact on the ordinary facility operations.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by FAA or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify COR not less than (3) three days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without COR's written permission.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

E. AIR SPACE STUDY– If required for performing work under this contract, the Contractor shall be responsible to airspace the maximum height of his crane and construction equipment by submitting FAA Form 7460 – 1 Notice of proposed Construction or Alteration. Erection of the crane or equipment will not be permitted without approval of the form. No claim for delay will be allowed for failure to submit the form in a timely manner. Allow a minimum of sixty (60) days for processing.

F. ILLUMINATION (EXTERIOR) – Exterior lights will be permitted to facilitate construction activity upon approval of the COR. Remove and/or reposition lights as required without additional cost to the FAA. Location and direction of illumination will be subject to acceptance by Air Traffic Control, which shall have final authority concerning this matter. Remove and/or reposition lights as required without additional cost to the FAA.

1.6 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be

FEDERAL AVIATION ADMINISTRATION August 1, SUMMARY 01 10 00 - 4 interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.7 MISCELLANEOUS PROVISIONS

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

FEDERAL AVIATION ADMINISTRATION MARCH 1,2024

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 1

SECTION 01 32 10- CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

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

1. Preliminary Construction Schedule.

2. Contractor's Construction Schedule.

3. Submittals Schedule.

4. Daily construction reports.

5. Material location reports.

6. Field condition reports.

7. Special reports.

1.2 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 activities are activities on the critical path. They 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. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by COR.

C. 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 Project.

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

E. Event: The starting or ending point of an activity.

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

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

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 2

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

H. Major Area: A story of construction, a separate building, or a similar significant construction element.

I. Milestone: A key or critical point in time for reference or measurement.

J. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships.

K. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

1.3 SUBMITTALS

A. Qualification Data: For scheduling consultant.

B. Submittals Schedule: Submit (1) one electronic copy of schedule. Arrange the following information in a tabular format:

1. Scheduled date for first submittal.

2. Specification Section number and title.

3. Submittal category (action or informational).

4. Name of subcontractor.

5. Description of the Work covered.

6. Scheduled date for COR's final release or approval.

C. Preliminary Construction Schedule: Submit (1) one opaque copy and (1) electronic copy.

1. Approval of cost-loaded preliminary construction schedule will not constitute approval of Schedule of Values for cost-loaded activities.

D. Preliminary Network Diagram: Submit (1) one opaque copy and (1) electronic copy large enough to show entire network for entire construction period. Show logic ties for activities.

E. Contractor's Construction Schedule: Submit (1) one opaque copy and (1) electronic copy of initial schedule, large enough to show entire schedule for entire construction period.

1. Submit an electronic copy of schedule, using software indicated, on CD-R, and labeled to comply with requirements for submittals. Include type of schedule Initial or Updated and date on label.

F. CPM Reports: Concurrent with CPM schedule, submit (1) one opaque copy and (1) electronic copy of each of the following computer-generated reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 3

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 the Notice to Proceed until most recent Application for Payment.

G. Daily Construction Reports: Submit (1) one opaque copy and (1) electronic copy at weekly intervals.

H. Material Location Reports: Submit (1) one opaque copy and (1) electronic copy monthly intervals.

I. Field Condition Reports: Submit (1) one opaque copy and (1) electronic copy at time of discovery of differing conditions.

J. Special Reports: Submit (1) one opaque copy and (1) electronic copy at time of unusual event.

1.4 QUALITY ASSURANCE

A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of COR's request.

B. Prescheduling Conference: Conduct conference at Project site. Review methods and procedures related to the Preliminary Construction Schedule and Contractor's Construction Schedule, including, but not limited to, the following:

1. Review software limitations and content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including work stages, area separations and FAA occupancy.

4. Review time required for review of submittals .

5. Review requirements for tests and inspections by independent testing and inspecting agencies.

6. Review time required for completion and startup procedures.

7. Review and finalize list of construction activities to be included in schedule.

8. Review submittal requirements and procedures.

9. Review procedures for updating schedule.

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, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 4

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

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

PART 2 - PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and Contractor's Construction Schedule.

2. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work.

a. Show long lead time submittals on the Preliminary Construction Schedule, instead of tabulating them separately.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Procedures: Comply with procedures contained in AGC's "Construction Planning & Scheduling."

B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion.

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.

C. 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) twenty days.

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 Section 01 33 00 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

4. Startup and Testing Time: Include not less than 20 days for startup and testing.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 5

5. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for COR's administrative procedures necessary for certification of Substantial Completion.

D. 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. Phasing: Arrange list of activities on schedule by phase.

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

3. Products Ordered in Advance: Include a separate activity for each product. Include delivery date indicated in Section 01 10 00 "Summary of Work." Delivery dates indicated stipulate the earliest possible delivery date.

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

a. Limitations of continued occupancies.

b. Uninterruptible services.

c. Use of premises restrictions.

d. Provisions for future construction.

e. Seasonal variations.

f. Environmental control.

5. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.

b. Submittals.

c. Purchases.

d. Mockups.

e. Fabrication.

f. Sample testing.

g. Deliveries.

h. Installation.

i. Tests and inspections.

j. Adjusting.

k. Startup and placement into final use and operation.

6. Area Separations: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.

b. Permanent space enclosure.

c. Completion of electrical installation.

d. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 6

F. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

1. Contractor shall assign cost to construction activities on the CPM schedule. Costs shall not be assigned to submittal activities unless specified otherwise but may, with COTR's approval, be assigned to fabrication and delivery activities. Costs shall be under required principal subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum.

2. Each activity cost shall reflect an accurate value subject to approval by COTR.

3. Total cost assigned to activities shall equal the total Contract Sum.

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

H. Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules.

2.3 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within

(14) fourteen days of date established for the Notice of Award.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first

(15) fifteen days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within (30) thirty days of date established for the Notice of Award. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

2.5 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

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

B. Preliminary Network Diagram: Submit diagram within [14] <Insert number> days of date established for [commencement of the Work] [the Notice to Proceed] [the Notice of Award].

Outline significant construction activities for the first [60] <Insert number> days of

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 7

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 computerized,[ 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 [30] <Insert number> days after date established for [commencement of the Work] [the Notice to Proceed] [the Notice of Award].

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 COTR's approval of the schedule.

2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information.

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

4. Use "one workday" as the unit of time. Include list of nonworking days and holidays incorporated into the schedule.

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

Using the preliminary 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.

g. Installation.

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

i. Testing[ and commissioning].

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.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 8

E. Initial Issue of Schedule: Prepare initial network diagram from a list of straight "early start-total float" sort. 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).

F. 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.

G. Value Summaries: Prepare two cumulative value lists, sorted by finish dates.

1. In first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value.

2. In second list, tabulate activity number, late finish date, dollar value, and cumulative dollar value.

3. In subsequent issues of both lists, substitute actual finish dates for activities completed as of list date.

4. Prepare list for ease of comparison with payment requests; coordinate timing with progress meetings.

a. In both value summary lists, tabulate "actual percent complete" and "cumulative value completed" with total at bottom.

b. Submit value summary printouts [one week] <Insert time> before each regularly scheduled progress meeting.

2.6 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.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 9

5. Material deliveries.

6. High and low temperatures and general weather conditions.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events (refer to special reports).

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] [Work] Change Directives received and implemented.

16. Services connected and disconnected.

17. Equipment or system tests and startups.

18. Partial Completions and occupancies.

19. Substantial Completions authorized.

B. Material Location Reports: At [weekly] [monthly] intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site.

C. 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 interpretation[ on CSI Form 13.2A]. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

2.7 SPECIAL REPORTS

A. General: Submit special reports directly to FAA within [one] <Insert number> day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report.

List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise FAA in advance when these events are known or predictable.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting using CPM scheduling.

1. In-House Option: FAA may waive the requirement to retain a consultant if Contractor employs skilled personnel with experience in CPM scheduling and reporting techniques.

Submit qualifications.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 10 - 10

2. Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged delays, and time impact.

B. 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 Actual Completion percentage for each activity.

C. Distribution: Distribute copies of approved schedule to COR, FAA, 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 01 32 10

FEDERAL AVIATION ADMINISTRATION MARCH 1, 2024

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires the COR’s responsive action.

B. Informational Submittals: Written information that does not require COR's responsive action.

Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will[ not] be provided by COTR for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. COR reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittals Schedule: Comply with requirements in Section 01 32 00 "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on COR's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow (15) fifteen days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. COR will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

SUBMITTAL PROCEDURES 01 33 00 - 2

3. Resubmittal Review: Allow (15) fifteen days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by COR's consultants, FAA, or other parties is indicated, allow (21) twenty-one days for initial review of each submittal.

E. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by COR.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Architect/Engineer.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

F. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals.

G. Additional Copies: Unless additional copies are required for final submittal, and unless COR observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. COR will return submittals without review received from sources other than Contractor.

1. Transmittal Form: Use [AIA Document G810] [CSI Form 12.1A] [facsimile of sample form at end of Section].

2. Transmittal Form: Provide locations on form for the following information:

a. Project name.

b. Date.

c. Destination (To:).

SUBMITTAL PROCEDURES 01 33 00 - 3

d. Source (From:).

e. Names of subcontractor, manufacturer, and supplier.

f. Category and type of submittal.

g. Submittal purpose and description.

h. Specification Section number and title.

i. Drawing number and detail references, as appropriate.

j. Transmittal number[, numbered consecutively].

k. Submittal and transmittal distribution record.

l. Remarks.

m. Signature of transmitter.

3. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by COTR[ and Construction Manager] on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal.

I. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked "<Insert approval notation from COTR's

(and Construction Manager's) action stamp>."

J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

K. Use for Construction: Use only final submittals with mark indicating "<Insert approval notation from COTR's (and Construction Manager's) action stamp>" taken by COTR[ and Construction Manager].

1.4 CONTRACTOR'S USE OF COTR'S CAD FILES

A. General: At Contractor's written request, copies of Architect's and Engineer’s CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions:

1. <Insert conditions on which CAD files will made available.>

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Submit electronic submittals directly to extranet specifically established for Project.

SUBMITTAL PROCEDURES 01 33 00 - 4

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing…