Attachment B-1 091925 SPECIFICATIONS John Day Watershed District Office Imp 3.pdf

SPECIFICATIONS

ODFW JOHN DAY WATERSHED

ADMINISTRATION BUILDING

Project No: 23318

OREGON DEPARTMENT OF

FISH AND WILDLIFE

1859 SW 32ND PLACE

Pendleton, OR, 97801

PERMIT SET PROJECT MANUAL

VOLUME 1 OF 1

DATE XX, 2025 AUGUST 9, 2025SEPTEMBER 19, 2025

JOHN DAY WATERSHED DISTRICT

OFFICE IMPROVEMENT

John Day Watershed District

Office Improvement SAJ Architecture #23318

Bid Set xx/xx/2025

Pendleton, Oregon 00 01 10 - 1 TABLE OF CONTENTS

SECTION 00 01 10 – TABLE OF CONTENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 02 – PROJECT INFORMATION

00 01 03 – PROJECT DIRECTORY

00 01 10 – TABLE OF CONTENTS

DIVISION 01 -- GENERAL REQUIREMENTS

01 09 10 – REFERENCE STANDARDS

01 10 00 – SUMMARY OF WORK

01 22 00 – MEASUREMENT AND PAYMENT

01 31 00 – PROJECT MANAGEMENT AND COORDINATION

01 33 00 – SUBMITTAL PROCEDURES

01 35 13 – PROJECT PROCEDURES

01 37 00 – SCHEDULE OF VALUES

01 40 00 – QUALITY CONTROL

01 50 00 – TEMPORARY FACILITIES AND CONTROLS

01 60 00 – PRODUCT REQUIREMENTS

01 61 16 – VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

01 70 00 – PROJECT CLOSEOUT REQUIREMENTS

01 73 00 – OPERATING MAINTENANCE AND DATA

01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 39 – PROJECT RECORD DRAWINGS

01 79 00 – DEMONSTRATION AND TRAINING

01 91 13 – GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 – DEMOLITION

DIVISION 03 -- CONCRETE

03 11 13 – CAST-IN-PLACE CONCRETE FORMING

03 20 00 – CONCRETE REINFORCING

03 30 00 – CAST-IN-PLACE CONCRETE

03 35 43 – POLISHED CONCRETE

DIVISION 04 -- MASONRY

04 20 00 – UNIT MASONRY

DIVISION 05 -- METALS

05 12 00 – STRUCTURAL STEEL FRAMING

Bid Set 09/09/2025

00 01 10 – TABLE OF CONTENTS

Pendleton, Oregon 00 01 10 - 2 TABLE OF CONTENTS

05 50 00 – METAL FABRICATIONS

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 – ROUGH CARPENTRY

06 17 33 – WOOD I-JOISTS

06 20 00 – FINISH CARPENTRY

06 41 00 – ARCHITECTURAL WOOD CASEWORK

06 42 00 – WOOD PANELING

06 64 00 – FIBER REINFORCED LAMINATE

06 83 16 – FIBERGLASS REINFORCED PANELING

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 11 13 – SELF-AHDERED SHEET WATERPROOFING

07 21 00 – THERMAL INSULATION

07 25 00 – WEATHER BARRIERS

07 26 00 – VAPOR RETARDERS

07 41 13 – METAL ROOF PANELS

07 46 16 – ALUMINUM SIDING

07 46 46 – FIBER CEMENT SIDING

07 54 00 – THERMOPLASTIC MEMBRANE ROOFING - ALTERNATE

07 62 00 – SHEET METAL FLASHING AND TRIM

07 71 23 – MANUFACTURED GUTTERS AND DOWNSPOUTS

07 72 00 – ROOF ACCESSORIES

07 84 00 – FIRESTOPPING

07 92 00 – CAULKING AND JOINT SEALANTS

DIVISION 08 -- OPENINGS

08 11 13 – HOLLOW METAL DOORS AND FRAMES

08 14 16 – FLUSH WOOD DOORS

08 33 13 – COILING COUNTER DOORS

08 43 13 – ALUMINUM-FRAMED STOREFRONTS

08 54 13 – FIBERGLASS WINDOWS

08 56 59 – SERVICE AND TELLER WINDOW UNITS

08 71 00 – DOOR HARDWARE

08 80 00 – GLAZING

08 91 00 – LOUVERS

DIVISION 09 -- FINISHES

09 21 00 – GYPSUM BOARD

09 30 00 – TILING

Pendleton, Oregon 00 01 10 - 3 TABLE OF CONTENTS

09 50 00 – ACOUSTICAL CEILINGS

09 54 26 – SUSPENDED WOOD CEILINGS

09 60 00 – FLOORING

09 65 00 – RESILIENT FLOORING

09 68 13 – TILE CARPETING

09 72 00 – WALL COVERINGS

09 90 00 – PAINTING AND COATING

DIVISION 10 -- SPECIALTIES

10 11 00 – VISUAL DISPLAY UNITS

10 14 19 – DIMENSIONAL LETTER SIGNAGE

10 14 23 – PANEL SIGNAGE

10 15 00 – VIDEO DISPLAY SYSTEMS

10 26 00 – WALL AND DOOR PROTECTION

10 28 13 – TOILET ACCESSORIES

10 43 00 – EMERGENCY AID SPECIALTIES

10 44 00 – FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES

10 57 23 – CLOSET AND UTILITY SHELVING

10 70 80 – CANTILEVERED SUN SHADES

DIVISION 11 -- EQUIPMENT

11 30 13 – RESIDENTIAL APPLIANCES

DIVISION 12 -- FURNISHINGS

12 24 00 – WINDOW SHADES

12 36 00 – COUNTERTOPS

12 40 00 – FURNISHINGS AND ACCESSORIES

12 48 13 – ENTRANCE FLOOR MATS AND FRAMES

DIVISION 21 -- FIRE SUPPRESSION

21 00 00 – FIRE PROTECTION DESIGN-BUILD CRITERIA

21 05 00 – COMMON WORK RESULTS FOR FIRE SUPPRESSION

21 13 13 – WET PIPE SPRINKLER SYSTEMS

DIVISION 22 -- PLUMBING

22 00 00 – PLUMBING

22 05 48 – VIBRATION & SEISMIC CONTROLS FOR PLUMBING PIPING & EQUIPMENT

22 11 00 – FACILITY WATER DISTRIBUTION

22 11 13 – FACILITY WATER DISTRIBUTION PIPING

22 11 16 – DOMESTIC WATER PIPING

22 13 00 – FACILITY SANITARY SEWERAGE

Pendleton, Oregon 00 01 10 - 4 TABLE OF CONTENTS

22 30 00 – PLUMBING EQUIPMENT

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 29 – HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 93 – TESTING, ADJUSTING AND BALANCING FOR HVAC

23 05 48 – VIBRATION AND SEISMIC CONTROLS FOR HVAC – KINETICS NOISE

CONTROL

23 07 13 – HVAC DUCT INSULATION

23 07 19 – HVAC PIPING INSULATION

23 08 00 – COMMISSIONING OF HVAC

23 23 00 – REFRIGERANT PIPING

23 31 00 – HVAC DUCTS AND CASINGS

23 33 00 – AIR DUCT ACCESSORIES

23 37 00 – AIR OUTLETS AND INLETS

23 72 23 – PACKAGED AIR-TO-AIR ENERGY RECOVERY UNITS

23 81 29 – VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 82 00 – CONVECTION HEATING AND COOLING UNITS

DIVISION 26 – ELECTRICAL

26 00 10 – SUPPLEMENTAL REQUIREMENTS FOR ELECTRICAL

26 00 11 – FACILITY PERFORMANCE REQUIREMENTS FOR ELECTRICAL

26 05 19 – LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 – HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 – RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 36 – CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 43 – UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

26 05 48 – VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73.13 – SHORT-CIRCUIT STUDIES

26 05 73.16 – COORDINATION STUDIES

26 05 73.19 – ARC-FLASH HAZARD ANALYSIS

26 09 23 – LIGHTING CONTROL DEVICES

26 24 13 – SWITCHBOARDS

26 24 16 – PANELBOARDS

26 27 26 – WIRING DEVICES

26 28 13 – FUSES

26 28 16 – ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 30 01 – PHOTOVOLTAIC SYSTEM

26 31 01 – BUILDING PHOTOVOLTAIC SYSTEM PANELS

Pendleton, Oregon 00 01 10 - 5 TABLE OF CONTENTS

26 32 37 – PHOTOVOLTAIC SYSTEM INVERTERS

26 43 13 – SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

26 51 19 – LED INTERIOR LIGHTING

26 56 19 – LED EXTERIOR LIGHTING

DIVISION 27 -- COMMUNICATIONS

27 05 00 – COMMON WORK RESULTS FOR COMMUNICATION SYSTEMS

27 05 26 – GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS

27 05 28 – CONDUIT AND BACK BOXES FOR COMMUNICATION SYSTEMS

27 05 30 – HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEM CABLES

27 05 43 – UNDERGROUND PATHWAYS AND STRUCTURES FOR COMMUNICATION

SYSTEMS

27 05 53 – IDENTIFICATION FOR COMMUNICATION SYSTEMS

27 11 00 – COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 13 00 – COMMUNICATIONS BACKBONE CABLING

27 15 00 – COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

28 05 00 – COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

SYSTEMS

28 05 28 – CONDUIT AND BACK BOXES FOR ELECTRONIC SAFETY AND SECURITY

SYSTEMS

28 13 00 – CREDENTIALED ACCESS CONTROL MANAGEMENT SYSTEM

28 46 00 – FIRE DETECTION AND ALARM

DIVISION 31 -- EARTHWORK

31 00 00 – EARTHWORK

31 10 00 – SITE CLEANING

31 20 00 – EARTHWORK AND TRENCHING

31 23 10 – SITE DEMOLITION AND PREPARATION

31 23 16.13 – TRENCHING

31 23 19 – DEWATERING

31 23 23 – FILL

31 51 00 – EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 – AGGREGATE BASE COURSES

32 12 16 – ASPHALT PAVING

32 12 18 – SURFACE RESTORATION

32 13 13 – CONCRETE PAVING

Pendleton, Oregon 00 01 10 - 6 TABLE OF CONTENTS

32 17 13 – PARKING BUMPERS

32 17 23 – PAVEMENT MARKINGS

32 17 26 – TACTILE WARNING SURFACING

32 23 16.26 – BLOCK REMOVAL

32 31 14 – FENCES AND GATES

32 84 23 – UNDERGROUND SPRINKLERS

32 91 19 – LANDSCAPE GRADING

32 92 19 – SEEDING

32 93 00 – PLANTS

DIVISION 33 – UTILITIES

33 05 16 – PRECAST CONCRETE VAULTS AND CULVERTS

33 31 00 – SANITARY UTILITY SEWAGE PIPING

33 41 00 – STORM UTILITY DRAINAGE PIPING

33 41 11 – SITE STORM UTILITY DRAINAGE PIPING

END OF SECTION 00 01 10

John Day Watershed District Bid Set Office Improvement xx/xx/2025

Pendleton, Oregon 01 09 10 - 1 REFERENCE STANDARDS

SECTION 01 09 10 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 QUALITY ASSURANCE

A. Titles of Sections and Paragraphs: Captions accompanying Technical Specification sections and paragraphs are for convenience of reference only and are not to be used to define the limits of subcontracts.

B. Applicable publications: Whenever in these Technical Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is adver-tised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

C. Without limiting the generality of other requirements of the Technical Specifications, all Work specified herein shall conform to or exceed the requirements of applicable codes and the ap-plicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of these Technical Specifications nor the applicable codes.

D. In case of conflict between codes, reference standards, Drawings and the other Contract

Documents, the most stringent requirements shall govern. Conflicts shall be brought to the attention of the Owner’s Authorized Representative for written clarification and directions prior to ordering or providing any materials or labor.

E. Applicable Standard Technical Specifications: The Contractor shall construct the Work speci-fied herein in accordance with the requirements of the Contract Documents and the refer-enced portions of those referenced codes, standards, and specifications listed herein (except, that wherever references to “Standard Specifications” are made, the provisions therein for measurement and payment shall not apply).

F. References herein to “OSHA Regulations for Construction” shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

G. References herein to “OSHA Standards” shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. THE FOLLOWING DOCUMENTS OR AGENCIES MAY BE REFERENCED IN THE

CONTRACT DOCUMENTS

AA Aluminum Association

AABC Associated Air Balance Council

AAMA Architectural Aluminum Manufacturers Association

AAR Association of American Railroads

AASHTO American Association of State Highway and Transportation Officials

AATCC American Association of Textile Chemists and Colorists

ACI American Concrete Institute

ADC Air Duct Council

Pendleton, Oregon 01 09 10 - 2 REFERENCE STANDARDS

AEIC Associated Edison Illuminating Companies

ABMA American Bearing Manufacturers Association, Inc.

AGA American Gas Association

AGC Associated General Contractors of America

AGMA American Gear Manufacturers Association

AHAM Association of Home Appliance Manufacturers

AI The Asphalt Institute

AIA American Institute of Architects

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

AITC American Institute of Timber Construction

AMCA Air Movement and Control Association International, Inc.

ANS American Nuclear Society

ANSI American National Standards Institute, Inc.

APA APA-The Engineered Wood Association

API American Petroleum Institute

APWA American Public Works Association

AREA American Railway Engineering Association

AHRI Air-Conditioning, Heating, and Refrigeration Institute

ASA Acoustical Society of America

ASABE American Society of Agricultural and Biological Engineers

ASCE American Society of Civil Engineers

ASHRAE American Society of Heating, Refrigerating, and Air Conditioning

Engineers

ASLE American Society of Lubricating Engineers

ASME American Society of Mechanical Engineers

ASPA American Sod Producers Association

ASQC American Society of Quality Control

ASSE American Society of Sanitary Engineers

ASTM American Society for Testing and Materials

AWPA American Wood Preservers Association

AWPI American Wood Preservers Institute

AWS American Welding Society

AWWA American Water Works Association

BBC Basic Building Code, Building Officials and Code Administrators

International

BHMA Builders Hardware Manufacturer’s Association

CBM Certified Ballast Manufacturers

CDA Copper Development Association

CGA Compressed Gas Association

CLFMI Chain Link Fence Manufacturers Institute

CMA Concrete Masonry Association

COE Corp of Engineers

CRSI Concrete Reinforcing Steel Institute

CSI Construction Specifications Institute

DCDMA Diamond Core Drill Manufacturers Association

DOE Department of Ecology

DOT Department of Transportation

Pendleton, Oregon 01 09 10 - 3 REFERENCE STANDARDS

EEI Edison Electric Institute

EIA Electronic Industries Association

EJCDC Engineer’s Joint Contract Documents Committee

EJMA Expansion Joint Manufacturer’s Association

EPA Environmental Protection Agency

ETL Electrical Test Laboratories

FGMA Flat Glass Marketing Association

FM Factory Mutual

FS Federal Specification

GA Gypsum Association

IBC International Building Code

ICBO International Conference of Building Officials

ICC Interstate Commerce Commission

IEEE Institute of Electrical and Electronics Engineers

IES Illuminating Engineering Society

IME Institute of Makers of Explosives

IMIA International Masonry Industry All-Weather Council

IPC Institute of Printed Circuits

IPCEA Insulated Power Cable Engineers Association

ISA Instrument Society of America

ISO International Organization for Standardization

ITE Institute of Traffic Engineers

MBMA Metal Building Manufacturer’s Association

MIL Military Specification

ML/SFA Metal Lath/Steel Framing Association

MPTA Mechanical Power Transmission Association

NAAMM National Association of Architectural Metal Manufacturers

NACE National Association of Corrosion Engineers

NBS National Bureau of Standards

NEBB National Environmental Balancing Bureau

NEC National Electrical Code

NEMA National Electrical Manufacturer’s Association

NESC National Electric Safety Code

NFPA National Fire Protection Association

NLGI National Lubricating Grease Institute

NMA National Microfilm Association

NWMA National Woodwork Manufacturers Association

OAC Oregon Administrative Code

ODOT Oregon Department of Transportation

OSSC Oregon Structural Specialty Code

OSEPA Oregon State Environmental Protection Agency

OSHA Occupational Safety and Health Administration

PCA Portland Cement Association

PS Product Standard

RCO Revised Code of Oregon

RIS Redwood Inspection Service

RVIA Recreational Vehicle Industry Association

RWMA Resistance Welder Manufacturers Association

Pendleton, Oregon 01 09 10 - 4 REFERENCE STANDARDS

SDI Steel Door Institute

SMA Screen Manufacturers Association

SMACCNA Sheet Metal and Air Conditioning Contractors National Association

SPR Simplified Practice Recommendation

SSPC Steel Structures Painting Council

SSPWC Standard Specifications for Public Works Construction

TFI The Fertilizer Institute

UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau

WCRSI Western Concrete Reinforcing Steel Institute

WIC Woodwork Institute of California

WRI Wire Reinforcement Institute, Inc.

WSDOT Washington State Department of Transportation

WWPA Western Wood Products Association

1.3 STANDARD SPECIFICATIONS

A. Where indicated in these Contract Documents, Work shall be in accordance with the refer-enced sections of the most current edition of the Oregon Standard Specifications for Con-struction, hereinafter referred to as “Standard Specifications.”

B. The Technical Specifications of these Contract Documents shall supersede any provisions of the Standard Specifications in conflict herewith.

C. Reference to measurements and payment in the Standard Specifications do not apply to this

Contract.

D. References to department, secretary, state, or other similar terms in the Standard Specifica-tions shall mean Owner’s Authorized Representative.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 09 10

Pendleton, Oregon 01 10 00 - 1 SUMMARY OF WORK

SECTION 01 10 00 – SUMMARY OF WORK

1.1 SECTION INCLUDES

A. This Section includes a general description of the Work required for this Contract.

1.2 CONTRACT DOCUMENTS

A. This Project (Phase I) shall be constructed in accordance with:

1. John Day Watershed District Office Improvement – Project Manual.

2. John Day Watershed District Office Improvement – Construction Drawings.

3. Oregon Standard Specifications for Construction, Current Edition.

B. Standard Plans or Specifications, when referenced in this Project Manual, shall mean Oregon Standard Specifications for Construction, most current edition; Volume 2; Technical Specifications. A copy of this document shall be on site during construction.

1.3 PROJECT DESCRIPTION

A. Contractor shall provide all necessary expertise, labor, equipment, materials, incidentals, and permits required to perform Phase I new construction of the John Day Watershed District Office including but not limited to:

1. Install new road and Right of Way (ROW) for new site access.

2. Complete all new site work.

3. Construct a new building.

4. If selected, Bid Alternate 1, 2, and 5.

B. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, manufactured articles, and for furnishing transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. Refer to Work by Owner in paragraph 1.4 below.

1.4 WORK BY OWNER

A. The Owner will furnish the following items as noted on the Drawings:

1. See Equipment Schedule on the Drawings.

1.5 LABOR AND SAFETY STANDARDS

A. All Work shall be done in accordance with these Technical Specifications and requirements of the State of Oregon and OSHA standards.

1.6 TEMPORARY FACILITIES

A. The Contractor shall furnish all temporary facilities such as portable toilets, job office, security fencing, and temporary power as needed to perform the Work. Refer to Technical Specification 01 50 00 “Temporary Facilities and Controls.”

1.7 PROJECT CONDITIONS

A. The Contractor shall coordinate the Work with the Owner’s Authorized Representative.

B. The Contractor shall coordinate all work in the ROW with the jurisdiction.

C. The Contractor shall follow the requirements to all Federal, State, and local laws shall apply to ground disturbance.

1.8 WORK AND STORAGE AREA

A. The primary Work areas are designated on the Drawings and shall be available to the

Contractor for Work including all functions incidental to the Work areas during the construction

Pendleton, Oregon 01 10 00 - 2 SUMMARY OF WORK period. All operations and storage of materials by the Contractor shall be confined to the immediate Work area and other approved areas as directed by the Owner’s Authorized Representative.

1.9 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the

Contractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and vehicles to the Work areas and to allow for access for employees, agents, etc., required for the performance of this Contract, and to authorized personnel of Federal, State, and local agencies, and to others having a right thereto.

1.10 RESTORATION OF EXISTING FACILITIES

A. The Contractor shall perform all Work to lines, grades, and cross sections shown on the

Drawings. Final grades shall match existing grades unless otherwise noted on the Drawings.

Where final grades are indicated on the Drawings, grades shall slope uniformly between elevations shown. All final grades shall be free of hollows which would pond water and sloped to allow for surface drainage. All earthwork shall have finish surfaces which have neat, reasonably uniform appearance.

1.11 EASEMENTS AND RIGHTS-OF-WAYS

A. Confine construction operations to the immediate vicinity of the locations indicated on Drawings and use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies so as to cause the least possible damage to property and interference with traffic.

1.12 PERMITS

A. The Contractor shall be responsible for obtaining and paying for all permits necessary to complete the Work.

1.13 SUBSTANTIAL COMPLETION

A. Substantial Completion dates are listed in the ITB.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 10 00

Pendleton, Oregon 01 22 00 - 1 MEASUREMENT AND PAYMENT

SECTION 01 22 00 – MEASUREMENT AND PAYMENT

1.1 MEASUREMENT AND PAYMENT AND DESCRIPTION OF BID ITEMS

A. Partial payment of bid items shall be in conformance with the General Conditions. Partial payment for Work completed, and materials installed which will become an integral part of the finished Work, shall be determined by the Owner’s Authorized Representative, and shall be made on the basis of duly certified and approved estimates of the Work, which, in the opinion of the Owner’s Authorized Representative, has been satisfactorily completed. It is understood that the determination by the Owner’s Authorized Representative as to whether or not a certificate or estimate for payment should be issued, or the amount of said payment, shall be based entirely upon the opinion of the Owner’s Authorized Representative. Said determination shall include without limitation the following factors:

1. All phases of the Work being accomplished in a proper manner and being pursued in a proper sequence of operation, particularly with regard to testing, cleanup, and surface restoration.

2. The observance by the Contractor of the requirement that all Work and operations be preceded by necessary submittals and approvals.

3. On the monthly estimates, partial payments for Work performed but not completed may be made in accordance with the State of Oregon General Conditions for Public Improvement Contracts (General Conditions).

4. Retainage may be deducted from the above amounts as specified in the Contract.

a. The Contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all operations required to complete the Work, as specified or incidental to, and as shown on the Drawings and Technical Specifications.

1.2 BASE BID

A. GENERAL

1. Bid Item – Mobilization, Demobilization, and Bonding – Lump Sum

The lump sum bid price for mobilization and demobilization includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project Site; for the establishment of offices, buildings, and other facilities necessary for the Work; costs for permit fees, bonds, and insurance for the Work; site cleanup during the Project and at the completion of the Project; and for other operations performed or costs incurred before the beginning of the Work.

2. Bid Item – Demolition – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for removal of existing utilities, trees, or other improvements and preparation as needed to construct the improvements. The price shall include all removal, hauling, and disposal in accordance with applicable laws.

3. Bid Item – Erosion and Sediment Control – Lump Sum The lump sum bid price for erosion control shall constitute full payment for all labor, materials, and equipment necessary to install and maintain the erosion control measures.

Price includes preparation of erosion control plans as specified, procurement of all required permits, and removal of all temporary erosion control measures once the Project is finished or as directed by the Owner’s Authorized Representative.

B. SITE

1. Bid Item – Excavation, Dewatering and Grading – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to excavate, dewater, stockpile, replace native materials, retaining wall, and site grading to complete the facility. Price includes hauling and disposal of all excess materials once the project is finished or as directed by the Owner’s Authorized Representative.

Pendleton, Oregon 01 22 00 - 2 MEASUREMENT AND PAYMENT

2. Bid Item – Backfill Under Structures – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to haul, stockpile, place, grade, compact, and compaction testing backfill under and behind structures.

3. Bid Item – Site Surfacing – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to prepare, provide, and install gravel surfacing for the parking lot, driveway, and perimeter of structure. Item includes, but not limited to, placement, leveling, and com-paction, and compaction testing.

4. Bid Item – Site Concrete – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to prepare, install and finish all site concrete. Item includes, but not limited, to door landings, sidewalks, ramp, steps, piers, striping, reinforcing, and finishing.

5. Bid Item – Site and Building Drainage – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for catch basins, manholes, trench drain, and piping denoted on plans. Item includes, but not limited to, excavation, bedding, delivery, placement, backfill, grading, con-nections, compaction, and testing.

6. Bid Item – Surface Restoration – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to restore disturbed surfaces as indicated or, where not indicated, to original or better conditions. Item includes, but not limited to, delivery, placement, grading, compac-tion, seeding, mulch, and testing.

C. CONCRETE

1. Bid Item – Building Foundation and Stem Walls – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for construction of the foundation, stem walls, and embedded items as needed to complete the improvements. Item includes, but not limited to, formwork, reinforcing, joints, embedded anchors, concrete in place, special inspection, testing, and finishing.

2. Bid Item – Building Slab and Trenches – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for construction of slabs and trenches as needed to complete the improvements.

The price shall include formwork, reinforcing, joints, waterstops, concrete in place, testing, and finishing. Item includes, but not limited to, installation of metal angles and supports at trenches, including anchors and fasteners.

D. BUILDING

1. Bid Item – Premanufactured Wood Trusses– Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of premanufactured wood roof trusses, as needed to complete the improvements. Item includes, but not limited to, wood trusses, bracing, hardware, an-chors, and fasteners.

2. Bid Item – Thermal and Moisture Protection – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of all thermal and moisture protection as needed to complete the improvements. Item includes, but not limited to, membrane, joint sealants, joint taping, flashing, weather barriers, firestopping, anchors, and fasteners.

3. Bid Item – Rough Carpentry – Lump Sum

Pendleton, Oregon 01 22 00 - 3 MEASUREMENT AND PAYMENT necessary for rough carpentry, as needed to complete the improvements. Item includes, but not limited to, materials, fabrication, anchors, fasteners, hardware.

4. Bid Item – Finish Carpentry – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for interior and exterior finished carpentry, as needed to complete the improve-ments. Item includes, but not limited to, trim, fabrication, anchors, fasteners, hardware, and sealants.

5. Bid Item – Personnel Doors – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of all personnel doors, as needed to complete the improvements.

Item includes, but not limited to, doors and frames, door hardware, fasteners, auto-closers, operators, sealing, and weather stripping.

6. Bid Item – Overhead Coiling Doors – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of all overhead coiling doors, as needed to complete the improve-ments. Item includes, but not limited to, doors, tracks, framing, hardware, flashing, anchors, fasteners, finishes and operating devices.

7. Bid Item – Windows – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of all windows, as needed to complete the improvements. Item includes, but not limited to, windows, frames, glazing and window hardware, flashing, hard-ware, anchors, fasteners, and finishes.

8. Bid Item – Cabinetry – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for fabrication and installation of custom cabinetry, as needed to complete the improvements. Item includes, but not limited to, hardware, fasteners, finishes, countertops, and shelving.

9. Bid Item – Miscellaneous Hardware – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of all miscellaneous hardware, as needed to complete the im-provements. Item includes, but not limited to, miscellaneous hardware, anchors, and fas-teners.

10. Bid Item – Finishes – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for the application of all surface finishes, as needed to complete the improve-ments. Item includes, but not limited to, painting, staining, sealing, and all other protective coatings.

11. Bid Item – Masonry Veneer – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for the installation of all masonry veneer, as needed to complete the improve-ments. Item includes, but not limited to, veneer, grouting, flashing, drainage, steel angle supports, anchors, and fasteners.

12. Bid Item – Siding and Soffit – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for the installation of siding and soffit, as needed to complete the improvements.

Item includes, but not limited to, flashing, anchors, and fasteners.

13. Bid Item – Metal Roof, Gutters and Drain System – Lump Sum

Pendleton, Oregon 01 22 00 - 4 MEASUREMENT AND PAYMENT necessary for installation of metal roofing, gutters, downspouts and drain system as needed for a complete roofing system. Item includes, but not limited to, roofing, vented ridge, metal flashing, metal trim, weather barriers, gutters, downspouts, piping, anchors, and fasteners.

E. EQUIPMENT

1. Bid Item – Miscellaneous Equipment – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of all appliances and equipment as needed to complete the im-provements. Item includes, but not limited to, all appliances (i.e., fire extinguishers, refrig-erators, hooded microwave, garbage disposals, water heater, eyewash water heaters, washer, dryer, etc.) and accessories.

F. ELECTRICAL – LIGHTING – PLUMBING – HVAC

1. Bid Item – Electrical System – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for a complete and functional electrical system. Item includes, but not limited to, trenching and backfill, conduit, conductors, raceways, wiring, vaults, junction boxes, pan-els, switches, controls, cover plates, exit signage, emergency exit lighting, and equipment necessary for a complete and functional electrical system.

2. Bid Item – Ventilation System – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for a complete and functional ventilation system for the building. Item includes, but not limited to, equipment, piping, ducting, louvers, anchors, fasteners, controls, mount-ing hardware, testing, and commissioning.

3. Bid Item – Heating/Cooling System – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for a complete and functional heating and cooling system for the building. Item includes, but not limited to, equipment, piping, ducting, louvers, dampers, anchors, fasten-ers, sealing products, programmable thermostat controls for HVAC zones, mounting hard-ware, testing, balancing, and commissioning. Building heating and cooling shall have iso-lated zones that are individually controlled through separate digital controllers.

4. Bid Item – Lighting System – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for a complete and functional lighting system for the building. Item includes, but not limited to, lighting intensity dimming controls for all lighting that is dimmable, standard toggle switches for non-dimmable lights, conduit, wiring, mounting hardware, and the cab-inet housing.

5. Bid Item – Building Plumbing System – Lump Sum

The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of complete plumbing system for building and NFPA 13 fire sup-pression system for commercial buildings. Item includes, but not limited to, all fixtures, toilet accessories, piping, HVAC condensate piping, sprinklers, connections, hardware, and fas-teners.

6. Bid Item – Solar PV Array – Lump Sum

The bid price constitutes full payment and shall include all labor, materials and equipment necessary for installation of complete solar PV array.

Pendleton, Oregon 01 22 00 - 5 MEASUREMENT AND PAYMENT

1.3 BID ALTERNATES

A. Alternate 1: Deduct Pre-manufactured Patio Trellis – Lump Sum

1. The bid price constitutes full payment for bidder designed aluminum trellis in lieu of pre-manufactured trellis. It shall include all labor, materials, and equipment necessary for del-egated design, calculations, deferred submittal documentation for jurisdiction, and installa-tion of complete aluminum trellis.

B. Alternate 2: Deduct Metal Standing Seam roof – Lump Sum

1. The bid price constitutes full payment and shall include replacing metal standing seam roof with fully adhered single-ply TPO roof as shown in R-1 Roof Assembly in drawings to in-clude all flashing, attachments, and nailers.

C. Alternate 3: Add New Shop Building – Lump Sum

1. The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for installation of complete shop building. Attachments B-2 and C-2 contain a full description, specifications, and plans for Phase II (Bid Alternates 3 and 4).

D. Alternate 4: Add 4 inch asphalt outside shop – Lump Sum

1. The lump sum unit bid price for site paving shall constitute full payment for all labor, ma-terials and equipment necessary to provide asphalt paving, stripping and signage on the site as indicated. Price to include site storm water piping, catch basins, pavement testing, rolling for a smooth finish, and sloping of the paving for adequate drainage to prevent all ponding. Attachments B-2 and C-2 contain a full description, specifications, and plans for Phase II (Bid Alternates 3 and 4).

E. Alternate 5: Deduct roof insulation thickness to Code Minimum – Lump Sum

1. The bid price constitutes full payment and shall include all labor and materials to reduce insulation R-Value from R-38 to R-30.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 22 00

Pendleton, Oregon 01 22 00 - 6 MEASUREMENT AND PAYMENT

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Pendleton, Oregon 01 31 00 - 1 PROJECT MANAGEMENT

AND COORDINATION

SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION

1.1 SECTION INCLUDES

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

1. Project Coordination.

2. Preconstruction meeting.

3. Progress meetings.

4. Preinstallation conferences.

5. Requests for Information (RFI).

6. Coordination drawings.

1.2 RELATED TECHNICAL SPECIFICATION SECTIONS

A. Section 01 40 00 – Quality Control.

B. Section 01 70 00 – Project Closeout.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking information required by or clarifications of the Contract

Documents.

1.4 PROJECT COORDINATION

A. Coordinate scheduling, submittals, and the Work of the various Sections of the Technical

Specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, all such equipment.

C. Coordinate space requirements and installation of mechanical and electrical Work, which are indicated diagrammatically on Drawings. Follow routing shown for piping, ductwork, and conduit as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1. Provide coordination drawings showing space requirements of various trades in accordance with coordination drawing Article below.

D. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish construction and components.

E. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner occupancy.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner activities.

G. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner’s property.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

Pendleton, Oregon 01 31 00 - 2 PROJECT MANAGEMENT

3.1 PRECONSTRUCTION MEETING

A. Owner’s Authorized Representative will schedule a meeting after Notice to Proceed.

B. Attendance Required:

1. Owner’s Authorized Representative.

2. Contractor.

3. Contractor’s Superintendent.

4. Major Subcontractors.

5. Major Suppliers when requested, others as appropriate.

C. Agenda:

1. Introductions.

2. Distribution of Contract Documents.

3. Submission of list of subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties to Contract and Owner.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, BOLI requirements, proposal request, Change Orders, and Contract Closeout procedures.

6. Project overview.

7. Schedule review.

8. Critical work sequencing.

9. Related work by Owner and coordination with Contractor.

10. Owner’s requirements.

11. Construction facilities and controls.

12. Security and housekeeping procedures.

13. Procedures for testing.

14. Procedures for maintaining record documents.

15. Requirements for start-up of equipment.

16. Inspection and acceptance of equipment put into service during the construction period.

17. Status of permits.

18. Waste management plan.

19. Temporary utilities.

20. Use of premises and ongoing facility operations.

D. Owner’s Authorized Representative will prepare a memorandum and distribute copies within two (2) days after meeting to participants, with copies to participants, and those affected by decisions made.

E. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.2 PROGRESS MEETINGS

A. Owner’s Authorized Representative will schedule and administer meetings throughout progress of the Work at maximum weekly intervals.

B. Owner’s Authorized Representative will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

C. Attendance Required: Job superintendent, Owner’s Authorized Representative, and major subcontractors and suppliers, as appropriate to agenda topics for each meeting.

D. Agenda:

1. Corrections to previous minutes.

2. Outstanding old business items.

3. New business items.

a. Civil.

b. Architectural.

c. Structural.

d. Plumbing.

e. Mechanical.

Pendleton, Oregon 01 31 00 - 3 PROJECT MANAGEMENT

f. Electrical.

4. Submittals.

5. Requests for Information.

6. Change Order Proposals.

7. Schedule review.

8. Record Document review.

E. Record minutes and distribute copies within two (2) days after meeting to participants, with one copy to Contractor, participants, and those affected by decisions made.

1. Minutes shall number topics in a manner that reflects when each topic was first raised.

2. Each topic shall reflect who is responsible for acting on the topic and date by which resolution is required.

3. No topic shall be dropped from the minutes until the method of resolution is recorded.

F. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.3 PREINSTALLATION CONFERENCES

A. When required in individual Technical Specification Sections, Contractor shall convene a preinstallation conference at Work site prior to commencing Work of the Section.

B. Attendance Required: 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.

C. Notify Owner’s Authorized Representative minimum four (4) days in advance of meeting date.

D. Review Contract Documents and submittals relating to the affected Work.

E. Review conditions of installation, preparation and installation procedures, and coordination with related Work.

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

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

H. 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.

3.4 PROJECT CLOSEOUT CONFERENCE

A. Owner’s Authorized Representative will schedule and conduct a Project closeout conference, at a time convenient to Owner, but no later than sixty (60) days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

2. Attendees: Owner’s Authorized Representative, and Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the meeting.

Participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of record documents.

b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.

c. Submittal of written warranties.

d. Requirements for preparing operations and maintenance data.

e. Requirements for delivery of material samples, attic stock, and spare parts.

f. Requirements for demonstration and training.

g. Preparation of Contractor’s punch list.

h. Procedures for processing Applications for Payment at Substantial Completion and

Pendleton, Oregon 01 31 00 - 4 PROJECT MANAGEMENT for final payment.

i. Submittal procedures.

j. Owner’s partial occupancy requirements.

k. Installation of Owner’s furniture, fixtures, and equipment.

l. Responsibility for removing temporary facilities and controls.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

3.5 REQUESTS FOR INFORMATION (RFIs)

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

1. RFIs shall originate with Contractor. Owner’s Authorized Representative will return RFIs submitted to Owner’s Authorized Representative by other entities controlled by Contractor with no response.

2. Limit topics on each RFI to a single topic to expedite response. If more than a single topic is covered in an RFI, the Contractor accepts full responsibility for any and all cost or schedule delays if RFI is not answered in a timely manner.

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

4. Coordinate Work in field and ensure Work involving RFIs being reviewed by the Owner’s Authorized Representative does not proceed without direction from the Owner’s Authorized Representative. Costs for corrective Work shall be the responsibility of the Contractor.

5. If Contractor disagrees with Owner’s Authorized Representative response to Contractor’s RFI, Contractor shall notify Owner’s Authorized Representative within seven (7) days of receipt of response. Lack of such notification shall be understood to mean that Contractor agrees with response.

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

1. Date.

2. RFI number, numbered sequentially.

3. RFI subject.

4. Technical Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor’s suggested resolution. If proposed solution impacts the Contract Time or the

Contract Sum, state impact in the RFI.

8. The following statement:

a. “This reply is not an authorization to proceed with work involving additional cost, time, or both. If any reply requires a change to the Contract Documents, a Change Order must be executed in accordance with the Contract Documents prior to implementation of the reply. Proceeding with the Work in accordance with this RFI response indicates Contractor’s acknowledgement that there will be no change in the Contract Sum or Contract Time.”

9. Contractor’s signature.

10. Attachments: Include sketches, descriptions, measurements, photos, product data, shop drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. Contractor shall utilize the Owner’s Authorized Representative email to submit and receive RFIs and their responses.

D. Owner’s Authorized Representative will review each RFI, determine action required, and respond. Allow seven (7) working days for Owner’s Authorized Representative response for each RFI. RFIs received by Owner’s Authorized Representative after 1:00 p.m. will be considered as received the following working day.

1. The following RFIs will be returned without action:

Pendleton, Oregon 01 31 00 - 5 PROJECT MANAGEMENT

a. Requests for approval of substitutions.

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

c. Requests for interpretation of Owner’s Authorized Representative actions on submittals.

d. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner’s Authorized Representative action may include a request for additional information, in which case Owner’s Authorized Representative time for response will date from time of receipt of additional information.

3. Owner’s Authorized Representative action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit a Change Order Request according to the General Conditions.

a. If Contractor believes the RFI response warrants change in the Contract Time or the

Contract Sum, notify Owner’s Authorized Representative in writing within ten (10) days of receipt of the RFI response.

b. A response to an RFI is not direction or approval of a change to either Contract Time or Contract Sum.

c. Proceeding with the Work in accordance with an RFI response, without such written notification and an approved Change Order, indicates Contractor’s acknowledgement that there is no change to the Contract Time or the Contract Sum.

E. On receipt of Owner’s Authorized Representative action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner’s Authorized Representative within three (3) days if Contractor disagrees with response.

3.6 COORDINATION DRAWINGS

A. 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.