Attachment A- SPECIFICATIONS ? Project Manual.pdf

PROJECT MANUAL

OREGON STATE HOSPITAL

Junction City

Meadow Unit Renovation

100% CD

March 24, 2023 Project #: 2022017

Prepared For

Oregon State Hospital Operations 2600 Center Street NE Salem, Oregon 97301

Contact: Jerry Frampton jerry.d.frampton@state.or.us

Prepared By

SRG Partnership Inc Architecture Planning Interiors

621 SW Columbia Street Portland, Oregon 97201

Contact: Jon Mehlschau jmehlschau@srgpartnership.com

Project Team

AEI Affiliated Engineers MEPT Engineering

310 SW 4th Suite 800 Portland, Oregon 97204

Contact: Sean Lawler / AEI, MEPT slawler@aeieng.com

TABLE OF CONTENTS SECTION 00 01 10 - 1

2022017 MEADOW UNIT RENOVATION 03.24.2023

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DIVISION COVER & TABLE OF CONTENTS

Section 00 01 01 PROJECT TITLE PAGE 1 Section 00 01 10 TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

Section 01 01 00 SUMMARY OF WORK Section 01 03 50 CHANGE ORDER PROCEDURES Section 01 04 00 COORDINATION Section 01 04 30 SECURITY Section 01 04 50 CUTTING AND PATCHING Section 01 05 00 FIELD ENGINEERING Section 01 06 00 REGULATORY REQUIREMENTS Section 01 09 00 REFERENCE STANDARDS Section 01 10 00 SPECIAL PROVISIONS Section 01 15 20 APPLICATION FOR PAYMENT Section 01 20 00 PROJECT MEETINGS Section 01 30 00 SUBMITTALS Section 01 31 00 PROJECT SCHEDULES Section 01 34 00 SHOP DRAWINGS Section 01 40 00 QUALITY CONTROL Section 01 44 50 TESTING LABORATORY SERVICES Section 01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY

CONTROLS

Section 01 56 00 CONSTRUCTION INDOOR AIR QUALITY Section 01 56 00.01 ICRA- JC SECLUSION ROOM PROJECT Section 01 57 00 CONSTRUCTION WASTE MANAGEMENT Section 01600 MATERIAL AND EQUIPMENT Section 01 61 50 DELEGATED DESIGN Section 01 63 00 SUBSTITUTIONS AND PRODUCT OPTIONS Section 01 70 00 CONTRACT CLOSEOUT Section 01 71 00 CLEANING Section 01 72 00 RECORD DRAWINGS Section 01 74 00 PROJECT WARRANTIES Section 01 78 20 OPERATIONS AND MAINTENANCE MANUALS

DIVISION 02 EXISTING CONDITIONS

Section 02 41 19 SELECTIVE DEMOLITION

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

Section 06 10 00 ROUGH CARPENTRY Section 06 20 00 FINISH CARPENTRY Section 06 40 00 ARCHITECTURAL CASEWORK

DIVISION 07 THERMAL AND MOISTURE PROTECTION

Section 07 21 00 INSULATION Section 07 26 00 VAPOR BARRIER

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Section 07 84 00 FIRESTOPPING Section 07 92 00 JOINT SEALANTS

DIVISION 08 OPENINGS

Section 08110 HOLLOW METAL DOORS AND FRAMES Section 08 31 00 ACCESS DOORS Section 08 56 19 PASS WINDOWS Section 08 71 00 FINISH HARDWARE Section 08 81 00 GLASS AND GLAZING

DIVISION 09 FINISHES

Section 09 10 00 NON-STRUCTURAL METAL FRAMING Section 09 25 00 GYPSUM BOARD Section 09 65 00 RESILIENT FLOORING Section 09 65 66 RESILIENT ATHLETIC FLOORING Section 09 67 20 RESINOUS FLOORING Section 09 77 00 SPECIAL WALL COVERING Section 09 90 00 PAINTING

DIVISION 10 SPECIALTIES

Section 10 18 50 SHOWER SURROUND Section 10 19 00 CUBICLE CURTAINS Section 10 26 00 WALL AND DOOR PROTECTION Section 10 80 00 TOILET ACCESSORIES

DIVISION 11 EQUIPMENT

Section 11 31 00 RESIDENTIAL APPLIANCES

DIVISION 12 FURNISHINGS

Section 12 20 00 WINDOW TREATMENTS Section 12 55 00 FURNITURE

DIVISION 20 MECHANICAL SUPPORT

Section 20 00 00 GENERAL MECHANICAL REQUIREMENTS Section 20 05 29 MECHANICAL SUPPORTING DEVICES Section 20 05 48 SEISMIC ANCHORAGE AND RESTRAINTS Section 20 05 53 MECHANICAL SYSTEMS IDENTIFICATION Section 20 07 00 MECHANICAL SYSTEMS INSULATION

DIVISION 21 FIRE SUPPRESSION

Section 21 13 14 AUTOMATIC FIRE SPRINKLER SYSTEM

DIVISION 22 PLUMBING

Section 22 05 94 DOMESTIC WATER SYSTEMS BALANCE Section 22 11 18 WATER DISTRIBUTION SYSTEM

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Section 22 13 14 SANITARY WASTE AND STORM DRAINAGE SYSTEMS Section 22 40 00 PLUMBING FIXTURES

DIVISION 23 HEATING VENTILATING AND AIR CONDITIONING

Section 23 05 94 WATER SYSTEMS TEST ADJUST BALANCE Section 23 05 95 AIR SYSTEMS TEST ADJUST BALANCE Section 23 09 03 CONTROL INSTRUMENTATION Section 23 09 05 INSTRUMENT POINT LIST Section 23 09 05 INSTRUMENT POINT LIST TABLE Section 23 09 93 CONTROL SEQUENCES Section 23 21 16 PIPE AND PIPE FITTINGS Section 23 21 18 VALVES Section 23 21 20 PIPING SPECIALTIES Section 23 31 14 DUCTWORK Section 23 33 14 DUCTWORK SPECIALTIES Section 23 36 00 AIR TERMINAL DEVICES Section 23 37 13 DIFFUSERS, REGISTERS AND GRILLES Section 23 82 14 HEATING AND COOLING TERMINAL DEVICES

DIVISION 26 ELECTRICAL

Section 26 00 00 GENERAL ELECTRICAL REQUIREMENTS Section 26 05 19 LOW-VOLTAGE ELECTRICAL CONDUCTORS AND CABLES Section 26 05 26 GROUNDING AND BONDING Section 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS Section 26 05 33 RACEWAYS AND FITTINGS Section 26 05 49 SEISMIC ANCHORAGE AND RESTRAINT Section 26 05 53 ELECTRICAL IDENTIFICATION Section 26 05 93 ELECTRICAL SYSTEMS FIRESTOPPING Section 26 09 23 LIGHTING CONTROL DEVICES Section 26 27 26 WIRING DEVICES Section 26 50 00 LUMINAIRES

DIVISION 27 COMMUNICATIONS

Section 27 00 00 GENERAL COMMUNICATIONS REQUIREMENTS Section 27 05 53 COMMUNICATIONS SYSTEMS IDENTIFICATION Section 27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS Section 27 15 00 COMMUNICATIONS HORIZONTAL CABLING Section 27 53 13 CLOCK SYSTEM

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

Section 28 01 13 CONDUCTORS AND CABLES FOR ELECTRONIC

SECURITY

Section 28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SECURITY Section 28 10 00 ACCESS CONTROL Section 28 20 00 VIDEO SURVEILLANCE Section 28 31 13 FIRE ALARM AND DETECTION SYSTEM Section 28 40 62 PLC ELECTRONIC DETENTION MONITORING AND

CONTROL SYSTEMS.

Section 28 50 12 ELECTRONIC SECURITY INTERCOMMUNICATIONS

SYSTEM

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END TABLE OF CONTENTS

SUMMARY OF WORK SECTION 01 01 00 - 1

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SECTION 01 01 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this contract, in general terms, includes, but is not limited to, that Work identified in documents titled Meadow Unit Renovation, Oregon State Hospital, Junction City, including selective interior demolition and interior renovation on the first floor suite of rooms. No change in use, building square footage or type of construction.

1.2 USE OF PREMISES

A. Limit use of the premises for the Work and related materials storage and to allow for the following as a minimum.

1. Safe entry and exit for vehicles and pedestrians.

2.

B. Contractor shall coordinate all operations throughout the construction period. Limit Contractor's employee parking to locations designated.

C.

as shown on G102 and must be coordinated with Owner; Owner-escorted passage is required.

D. Contractors shall comply with OSH requirements for masks and vaccination.

1.3 TRANSPORTATION AND HANDLING

A. Arrange deliveries of products in accordance with construction schedules:

1. Coordinate to avoid conflict with Work and conditions at the Site and adjacent thereto.

2. Deliver products in undamaged condition in manufacturer's original containers or packaging with identifying labels intact and legible.

3. Inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, product quantity is correct and goods are without damage.

4. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging.

1.4 STORAGE OF PRODUCTS

A.

limitation maintenance of acceptable temperature range, relative humidity, light exposure and other environmental conditions.

1. Provide weather tight storage enclosure for materials and products that could otherwise be damaged by exposure to the elements.

2. Contractor shall be responsible to maintain required conditions regardless of whether storage facility has been furnished by the Owner, or Contractor.

3. Ensure compliance with security requirements of Section 01 04 30 Security.

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B. Store materials within enclosed shipping containers only at Owner-designated area. Limited interior staging and storage area is available adjacent work area. Materials allowed to become damp or wet shall not be used in the project and shall be rejected. Advance approval of all storage locations is required.

C. Store in a manner to provide easy access for inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration.

1. Store with seals and labels intact, legible and arranged for efficient inventory.

D. Make arrangements and coordinate with Owner all on-site storage activities. Security for on-site stored materials is the responsibility of the Contractor. Payment for stored materials shall be under the provisions of E.2.3 of the General Conditions.

E. Contractor is responsible for designating the delivery dates of Owner-furnished items in the Construction Schedule and for receiving, unloading and handling Owner-furnished items at the site. Protect Owner- furnished items from damage, including damage from exposure to the elements, and repair or replace items damaged as a result of shipping, storing and handling.

1.5 SALVAGE

A. The Owner will remove all items expected to be salvaged prior to turning work area over to Contractor. All material indicated to be removed becomes the property of the Contractor.

1.6 PERMITS

A. See DAS General Conditions, Article B.4 Permits.

1.7 DEFINITIONS

A. General Contractor Contractor shall be as identified in State of Oregon Contractor Contract 181855.

B. Record Drawings Shall have the meaning as indicated in Section K.1 of the General Conditions. Reference Section 01 72 00 for additional information.

PART 2 - PRODUCTS

2.1 MATERIALS AND EQUIPMENT

A. Unless otherwise specified, all material and equipment shall be new; free from defects impairing strength, durability, and appearance; of current manufacture. Items specified shall be considered minimum as to quality, function, capacity, and suitability for application intended.

B. Items incorporated into the Work shall conform to applicable specifications and standards designated, and shall be of size, make, type, and quality specified, unless otherwise approved.

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2.2 MANUFACTURED AND FABRICATED PRODUCTS

A. Design, fabricate, and assemble in accordance with current best engineering, industry, and shop practices. Manufacture like parts of duplicate units to standard size and gauge to make them interchangeable.

B. Two or more items of the same kind shall be identical and made by the same manufacturer.

PART 3 - EXECUTION

3.1 PREPARATION

A. Inspect existing conditions, project requirements and the Contract Documents. Verify that materials and equipment being furnished meet requirements specified.

B. Travel paths, stair and elevator usage, protection, air quality and infection control measures will be required per the Pre-Construction and Infection Control Risk Assessments. Above ceiling work permits will be required per ICRA.

C. Where cranes, hoists, towers, and other lifting devices are necessary for the safe and efficient movement of materials, comply with the following as a minimum.

1. Use only experienced personnel having required licenses and regulatory authorization for operation of the equipment required.

2. Remove equipment as soon as possible after task is ended.

3. Coordinate the placement of such equipment and ensure that utility tunnels, utilities and site improvements are not damaged.

3.2 QUALITY OF WORK

A. Unless otherwise specified, perform the Work using workers skilled in the particular type of work involved.

B. Should the Contractor or the Owner, in writing, deem any individual on the Work incompetent or unfit for the assigned duties, dismiss the worker immediately or reassign the worker to a different task requiring a lesser degree of competence.

C. Work shall be first class in every respect and all Work performed shall be according to the best trade practices.

D. Maintain effective on-site supervision on the project at all times Work is being performed. The Superintendent shall be as identified in of the DHS Contractor Contract 181855 and comply with requirements therein.

E. When directed submit work experience, and biographical information for manager, superintendent and any other key personnel proposed to perform any portion of the Work.

3.3 TESTING

A. The Owner reserves the right to perform any testing as may be required to determine compliance with the Contract Documents. Costs for such testing will be the Owner's responsibility unless testing indicates noncompliance. Cost for such testing indicating

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noncompliance shall be borne by the Contractor. Non- complying Work shall be corrected at no cost to the Owner and testing will be repeated until the Work complies with the Project Manual. The Owner shall not be responsible for costs of retesting of non- complying Work.

B. Cooperate in every respect with the activities of the testing agency.

3.4 SECURITY

A. Contractor must be aware that the security aspects of the Project are significant. The Owner requires the Contractor to take steps commensurate with this security priority and to protect the Project Site from criminal activity at all times. This requirement shall be effective from the date of Notice to Proceed until Final Completion of the Work.

B. Cooperate with the Owner with regard to the following security requirements:

1. Contractor is wholly and solely responsible for the security of the Project Site including but not limited to, Work in place, stored materials, and construction offices.

2. Provide safeguards and other protective measures as required for public health and safe. Construction access shall be limited to two points of entry, the main entry lobby and secure access at the loading dock. Contractors must be escorted by Oregon State Hospital staff . OSH will pro ide escorts.

3. Prevent entry of any weapons, munitions, illegal drugs, alcoholic beverages or illegal contraband at the Project Site. Post signage to indicate the requirements of this Specification Section and log and maintain a record of all visitors to the Project Site.

4. The Project site shall be alcohol-and drug-free. Smoking on the site is not permitted.

5. Photography of any kind and video or other image recording is subject to prior written approval by the Owner's authorized representative; the Owner retains the right to refuse permission for such activities as they may determine to be in the Owner's best interest.

3.5 HAZARDOUS CHEMICAL INVENTORY

A. Provide written documentation not less than five days prior to delivery of any hazardous substances to the site intended to be utilized in the Work. Identify substances by both common trade or generic chemical names and complete technical designation, the concentration and quantity to be used and necessary handling and storage procedures;

include Manufactur -ring binder or other acceptable format of all hazardous substance documentation for materials used in the Work. Submit for review within thirty days after the Notice to Proceed and otherwise provide periodic updates to maintain currency in advance of delivery of hazardous substances to the Project Site.

3.6 EXISTING UTILITIES

A. Location of existing underground utilities in areas of Work is Contractor's responsibility regardless of whether indicated on the Contract Documents or not. Comply with requirements of Oregon Administrative Rules 952-001-0010 through 0090 and requirements of the Oregon Utility Notification Center.

B. Any and all utility shutdowns must be coordinated and approved by OSH Physical Plant Manager in advance. Temporary construction must comply with Oregon State Hospital

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C. The Owner is responsible neither for losses nor any other costs resulting from interruption of utility service and damage to existing utilities on or near the Project Site due to the Work;

including without limitation ineffective protective measures, inaccurate locating of utilities whether indicated on the Contract Documents or not and any error or omission by the Contractor.

3.7 PROTECTIVE MEASURES

A. Temporary construction must comply with Oregon State Hospital (OSH) Infection Control Risk Assessment (ICRA) and be approved by OSH Physical Plant Manager in advance.

B.

damage or loss caused to the property or adjacent properties due to the own negligence, errors or omissions.

C. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed.

3.8 TEAM

A. The Owner will maintain a Project Team at the Project Site and will assign certain staff to the Project to respond to Contractor.

B.

a Project Manager. The Contractor shall require lower tier contractors and material suppliers to communicate with the Owner only through the Contractor as the primary point of contact.

Any requirement for notifications, RFI and other submittals required by the Contract Documents to be sent to a party other than the Owner, shall be transmitted to the Contractor who shall distribute them to the required parties and copy the Owner.

C. The Contractor and Owner will be active in the day-to-day communications and coordination during all phases of the Work. The Contractor assigned staff at no additional cost to the Owner.

3.9 WORK HOURS NOTIFICATION

A. Subject to approval by the Owner's authorized representative the Contractor will limit hours during which work may be performed on the site to the hours of 7:30 a.m. to 4:30 p.m.

Alternate hours of work may be acceptable pending approval from OSH Physical Plant Manager. The Contractor shall be responsible for adherence to BOLI and labor union rules or requirements, and any other labor agreements that may affect the Work. When deviations from previously approved hours are anticipated provide Owner seventy-two hours advance notice of Work /shift hour changes. The Contractor shall maintain effective staffing for management of the Project at all times work is performed on site.

END OF SECTION

CHANGE ORDER PROCEDURES SECTION 01 03 50 - 1

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SECTION 01 03 50 CHANGE ORDER PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for certain communication to supplement the Contract Documents and to execute a change in the Work. The OAR may direct changes to these distribution requirements to take better advantage of Project web site and otherwise enhance communication between the Project participants.

1.2 RELATED SECTIONS

A. General Conditions: Section D, governing requirements for changes in the Work, in Contract Sum/Price, and Contract Time.

B. Section 01 15 20 - Application for Payment.

C. Section 01 31 00 - Project Schedule: Work Schedule.

D. Section 01 04 00 Coordination.

E. Section 01 63 00 - Substitutions and Product Options.

F. Section 01 70 00 - Project Closeout: Project Record Documents.

1.3 DEFINITIONS

A. Request for Information (RFI): A written request from the Contractor or a lower tier contractor for an interpretation of Contract Documents. Owner's Authorized Representative will respond on the RFI form or by Supplemental Instruction (SI). RFI's shall be routed to the Contractor who shall distribute simultaneously to the Owner's Authorized Representative and the Architect.

B. Proposal Request (PR): Request from Owner's Authorized Representative to Contractor for changes to Contract Price and Contract Period for proposed changes to the Work.

C. Supplemental Instruction (SI): Written order, instruction, or interpretation to Contractor, executed on form designated by Owner's Authorized Representative, and signed by Owner's Authorized Representative, authorizing a minor change in the Work affecting neither Contract Price nor Period.

D. Construction Change Directive (CCD): Written order to Contractor, executed on form designated by the Owner's Authorized Representative, and signed by Owner's Authorized Representative, which amends Contract Documents as described, and authorizes Contractor to proceed with change affecting Contract Sum and/or Contract Time, for inclusion in subsequent Change Order.

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E. Change Proposal: Proposal for change to the Work from the Contractor to the Owner's Authorized Representative. If the Change Proposal is accepted, a Change to the Contract (Change Order) will be issued.

1.4 TYPES OF INITIATED CHANGES

A. Changes Initiated by Owner's Authorized Representative: Proposal Request as follows.

1. Detailed description of change, including change location and products.

2. Supplementary or revised Drawings and Specifications.

3. When appropriate, projected time span for making change.

4. When appropriate, specific time period during which requested price will be considered valid.

5. Proposal Request is not an instruction or authorization to execute the change or an order to stop Work in Progress.

B. Changes Initiated by Contractor: Change Request as follows.

1. Description of proposed change.

2. Reason for making change.

3. Effect upon Contract Sum and Contract Time.

4. Effect upon Work sequence and construction schedule.

5. Effect upon work of other Contractors.

6. Effect upon work by Owner.

7. Documentation supporting any change to Contract Sum and Contract Time.

8. Change Request Log: Develop and maintain a Log containing relevant tracking and descriptive information. Transmit Log to the Owner's Authorized Representative on a weekly basis.

C. Construction Change Directive

1. Owner may at any time and at its discretion issue a Construction Change Directive as described in Exhibit 6, General Conditions Section D.3.7, adding to, modifying or reducing the scope of work

2. Directive will describe Work changes with attachments of revised Contract Documents and the Contractor's proposal defining details of change and designating any changes in Contract Price and Contract Period.

3. OAR will sign and date Construction Change Directive as authorization for Contractor to proceed with changes.

4. Contractor shall, if Contractor concurs, sign and date Construction Change Directive to indicate agreement with specified terms.

1.5 DOCUMENTATION OF PROPOSALS

A. Support quotation for each Change Proposal with sufficient substantiating data to allow the Contractor or the Owner's Authorized Representative to evaluate quotation.

B. When requested, submit the following Cost and Time data:

1. Labor required on a unit basis by hour or other acceptable increment.

2. Equipment required.

3. Products required:

a. Quantity required.

b. Purchase source.

c. Unit cost.

4. Taxes, Insurance and Bonds.

5. Credit for deleted Work similarly documented.

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6. Overhead and Profit as specified in the General Conditions Section D.

7. Amount of and justification for any change in Contract Time.

1.6 PREPARATION OF CHANGES TO THE CONTRACT (CHANGE ORDERS)

A.

General Conditions, SECTION D, CHANGES IN THE WORK.

B. Change Order will represent final adjustment to Contract Price and Contract Period for the subject modifications.

1.7 CHANGE PROPOSAL PRICING OPTIONS

A. Lump-Sum/Fixed Price Change Proposals

1. Change Proposal contents will be based on:

a. Owner definition of required changes.

b. Contractor's accepted Documentation of Proposal.

2. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as agreed between Contractor and Owner.

a. Cost and price data relating to Change Orders shall be supplied by Contractor to Owner upon request, but Owner shall be under no obligation to make such requests per Exhibit 6, General Conditions Section D.1.3(b).

B. Unit Price Change Proposals

1. Change Proposal contents will be based on, either:

a.

b. Contractor's Accepted Change Proposal.

c. Survey of completed work and supporting documentation submitted by the

Contractor.

2. Unit Price amounts shall be those stated in Contract or subsequently agreed to by the Contractor and OAR.

3. When quantities of Items affected by required changes can be determined prior to start of work:

a. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as mutually agreed between Contractor and Contractor or Owner.

b. Contractor shall sign and date Change Order to indicate agreement with specified terms.

4. When quantities of Items affected by required changes cannot be determined prior to start of work:

a. Owner will issue Construction Change Directive directing Contractor to proceed with change on basis of unit prices and will cite applicable unit prices.

b. At change completion, Contractor will determine work cost based upon agreed unit prices and quantities used and submit to OAR for approval.

c. Contractor shall submit documentation to establish quantities of units of each

Item and any claim for change in Contract Time.

d. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as mutually agreed between Contractor and Contractor or Owner.

C. Cost Reimbursement Change Proposals

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1. Change Order work shall be performed on a cost reimbursement basis for Direct Costs and as further delineated in Exhibit 6, General Conditions Section D.1.3.(c), under which the Owner may set a maximum cost.

2. Owner will issue Construction Change Directive directing Contractor to proceed with changes.

3. At Change completion, Contractor shall submit itemized accounting of change with supporting data as specified above in "Documentation of Proposals " and in accordance with the State of Oregon General Conditions SECTION D CHANGES IN

THE WORK.

4. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as mutually agreed between Contractor and Contractor or Owner.

1.8 CORRELATION OF CHANGE ORDERS WITH S OTHER SUBMITTALS

A. Revise Schedule of Values and subsequent Request for Payment Forms to record each Change Order as separate item of work, and to record adjusted Contract sum.

B. Revise Construction Schedule to reflect each change in Contract Time. Revise other Project schedules to show changes for other items of Work affected by Changes.

C. Upon completion of Change Order Work, record pertinent changes in Record Documents.

D. Distribution: Upon authorization of a Change Order, Contractor will transmit one signed copy to lower tier contractors affected by the modifications.

1.9 REQUESTS FOR INFORMATION (RFI)

A. When Contractor regarding field conditions or Contract Document contents establishes the need for supplemental information, or confirmation of Contractor's understanding of Contract requirements, the Contractor shall submit an RFI.

B. RFI Form: Contractor's form approved by the Owner. A consistent format shall be employed for all the Work. Form shall identify the nature and location of the question for which clarification or verification is requested and include the following as a minimum.

1. Project name and number.

2. Date issued by Contractor.

3. Date response required by.

4. RFI number.

5. Subject.

6. Initiator of the question.

7. Indication of costs, if known or anticipated.

8. Indication of schedule impact.

9. Location on site.

10. Contract drawing reference.

11. Contract specification section and paragraph reference.

12. Descriptive text.

13. Listing of attachments, if any.

14. Space for reply on same page as questions.

15. Where the OAR determines the SI represents a modification to the Contract

Document, a Proposal Request will be issued.

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C. Clarifications: Discuss on-site or by telephone with Owner's Authorized Representative.

Incorporate essence of discussion onto RFI form if discussions require direction, general

D. Log: The Contractor shall be responsible for development and weekly maintenance of an RFI Log that will contain relevant tracking information required by 1.9 B. The log will be transmitted to the OAR and other Project participants as appropriate on a weekly basis.

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SECTION 01 04 00 COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. In recognition of the Contractor Authorized Representative will endeavor to communicate with lower tier contractors and materials suppliers through the Contractor; this shall not be interpreted as a prohibition of direct communication by the OAR with lower tier contractors and materials suppliers. When written clarification or direction is required to resolve questions, transmit problems or questions a Request for Information shall be submitted per Section 01 03 50 Change Order Procedures requirements.

B. Contacts: In case of an EMERGENCY, call 9-1-1 if appropriate. An approved Contractor emergency contact list is to be posted inside and outside the jobsite office trailer.

1.2 CORRESPONDENCE

A. Contractor sha Contractor shall require lower tier contractors to address all correspondence to the Contractor who shall be responsible for further distribution as appropriate.

B. Identify correspondence sequentially beginning with number 1. Identify the associated title and OHA contract number.

1.3 SITE OBSERVATION REPORT (SOR)

A.

Contractor fails to correct work that in the opinion of the OAR does not conform to the Contract Documents, a Quality Control Site Observation Report shall be issued by the

Contractor when so directed by the OAR.

Immediate correction of the subject work is required in response to each SOR. The Contractor shall respond to the SOR documenting the corrective actions taken, including date and time and entities performing the corrective work. Review SOR and any other correction of nonconforming work at routine progress meetings.

1. Contractor shall maintain a Quality Control SOR Log containing all relevant information for each SOR and SOR response; update the Log daily and submit to OAR each week unless otherwise directed.

B. Refer to General Conditions Section B Administration of the Contract, B.7 inspection for not comply with the Contract Document requirements.

1.4 COORDINATION

A. Contractor shall use their best skill and attention to coordinate all aspects of the Project and plan the Work in advance of execution so as to achieve each of the following objectives.

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The Owner is responsible to compensate the Contractor neither for costs nor lost time incurred due to failure to meet the objectives required for Project Coordination.

1. Anticipate and thereby prevent circumstances that could delay the Work and incur additional cost.

2. Prevent alteration of existing work not required by the Contract Documents.

3. Avoid alteration of new work once it has been executed.

4. Expedite progress so as to complete the Work within the Contract Time or in advance of scheduled milestones.

5. Prevent conflicts among the various trades engaged in the Work.

6. Prevent conflicts between existing construction to remain and new work.

B. Coordinate the Work of the various trades and lower tier contractors to ensure orderly progress and on-time completion of the Work and the Project as a whole.

1. Anticipate interrelationship of work performed by lower-tier contractors, other entities and discrete work packages or other increments of the Project.

2. Contractor shall sequence, schedule and execute the Work for efficient progress and expeditious completion.

C.

prime contractors at the Project over the course of the Work that may affect site and building access, utilities and other aspects of the Project. Coordinate the Work and adapt sequence and staging as necessary to accommodate work by other prime contractors and work by the Owner. Work by others may be occurring at adjacent locations to the and prevent adverse impact to the Work and other Owner sponsored construction projects.

1.5 COORDINATION DRAWINGS

A. Contractor shall provide for participation by representatives of each of the trades or entities involved in the execution of work to be documented by the coordination drawings, who shall be knowledgeable of all the requirements for the Work and fully authorized to act on behalf of the entity or firm they represent. The purpose of this coordination effort shall be to provide a comprehensive, building information model (BIM) using approved software tools to coordinate all systems required for the Work developed in concert with the input of these representatives, and identify and eliminate conflicts among systems as required in advance of execution of the work.

1. Provide a highly skilled CAD operator to assist all parties in the development of the coordination drawings, and in the review and understanding of them, including assistance to the OAR, and the Owner's consultants.

2. Drawings shall use color coding, layering and other appropriate conventions to show discretely the components of each system, highlight conflicts, document the resolution of them, and limn the integration of all systems in the building free from conflicts.

a. Scale: Comply with Shop Drawing requirements; use the same or larger drawing scale as used in the Contract Documents for the information and level of detail to be conveyed.

3. As necessary to comply with the intent of the coordination effort and when directed the General Contractor shall require the participation of any lower tier contractor and any vendor in the coordination effort at no additional cost to the Owner. Without limitation on this requirement the following lower tier contractors may be required to be included.

a. Plumbing/HVAC wet side, HVAC dry side, Fire Protection, Electrical, telecommunications, security, equipment suppliers and others as necessary to

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insure proper clearances, penetrations and dimensional coordination for all building systems.

4. Coordination meetings shall be held at regularly scheduled intervals appropriate to the status of the Work and sufficiently in advance of execution to avoid the need for modifications to work already in place and prevent any delay in progress.

B. Coordination of Work Sequence and Quality Assurance and Commissioning Activities:

Schedule to provide timely evaluation of the Work and identify defects and deficiencies at the earliest time possible. Facilitate corrective and remedial action to avoid delay in the progress of the Work.

1.6 OWNER FURNISHED Contractor INSTALLED products (OFCI)

A. Coordination: Contractor shall coordinate the Work for installation of Owner furnished products as designated in the Contract Documents and required for proper operation and intended function.

1. The Contract Documents will identify the type, location, and quantity of products. The

Contractor shall be reviewing this information and be informed regarding physical and operational characteristics, such as clearances, utility service types and connections, required for products and coordinate the Work to receive products.

2. The Contractor shall indicate on the Construction Schedule when the delivery of OFCI products will be due at the Project Site. The Owner will be responsible for the delivery of the OFCI products to the Project Site.

3. The Contractor shall notify the Owner at least thirty or fewer days prior to the date in the Construction Scheduled for delivery of OFCI products to the Project Site.

4. The Contractor will designate delivery of products to the Project Site to either the

5. The Contractor and OAR will inspect products at the time of delivery for damage visible at the time of delivery, and inventory products received against manifest or other appropriate documentation. Damage observed at the time of delivery will be brought to the attention of the delivery driver and recorded in writing.

6. Contractor shall take receipt of products at delivery, off-load products from the transport vehicles and store products as required for the Work. Damage and loss following receipt of products shall be the responsibility of the Contractor except damage or loss that occurred prior to receipt and could not reasonably have been discovered at the time of delivery.

7. Contractor shall be responsible for product installation, and provide ancillary work including without limitation supplemental framing, backing and accessories necessary for permanent mounting, proper operation and intended appearance.

8. The Contractor will, within forty-eight (48) hours notify the Owner of any observed defects in materials or workmanship of OFCI products. The Owner will have seven

(7) days to correct or replace any defective products at no additional cost to the Owner for delay of the Work.

9. Upon request of Contractor, Owner will provide shop drawings, specifications and other reasonable product data for OFCI products.

10. Owner-Furnished/ Contractor-Installed (OFCI): Reference Sheets A601-A602.

B. Coordination of Owner-Furnished and Owner- 1.

products as designated in the Contract Documents which affect the schedule for Contractor work, with the successful coordination of the Work through the following procedures:

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a. The Contractor will review the types, location, and quantity of OFOI products which affect the schedule for Contractor work, and notify the Owner within 30 days months before requested delivery of such OFCI products.

b. The Contractor will indicate on the Construction Schedule when the delivery of OFCI products which affect the schedule for Contractor work will required at the Project Site. The Owner will be responsible for the delivery of the OFOI products to the Project Site.

c. If storage prior to installation is required on-site, the Contractor will designate a drop of location for Owner's delivery of OFOI products to the Project Site.

d. If storage prior to installation is required on-site, the Contractor will inspect, with the Owner, and inventory all OFOI products to ensure that damage to the OFOI products are identified at the point of delivery.

e. The Owner will off-load from the transport vehicles all OFOI products and accept the risks for damage during the off-load process. If storage prior to installation is required on-site, the Contractor will store OFOI products in a manner to prevent damage to materials or workmanship of OFOI products.

f. The Contractor will be responsible for the installation of all required necessary bracing, backing and other supports where needed to ensure permanent mounting and incidental other materials for installation of OFOI products.

g. The Contractor will, within forty-eight (48) hours notify the Owner of any observed defects in materials or workmanship of OFOI products. The Owner will have seven (7) days to correct or replace any defective products at no additional cost to the Owner for delay of the Work.

h. Upon request of Contractor, Owner will provide shop drawings, specifications and other reasonable product data for OFOI products.

i. Owner-Furnished/ Owner-Installed (OFOI): Reference Sheets A601-A602.

C. Job site field measurements and templates:

1. Obtain field measurements required for accurate fabrication and installation of Work responsibility.

2. Furnish or obtain templates, patterns, and setting instructions as required for installation of all Work. Verify in field.

PART 2 - PRODUCTS Not Used

PART 3 - EXECUTION Not Used

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SECTION 01 04 30 SECURITY

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes requirements to establish and maintain security provisions and procedures for the Work to achieve the following objectives as a minimum.

1. Secure work area from damage, unauthorized access, delay and loss including without limitation, materials whether incorporated in the Work or not, tools and equipment, and utility services.

2. Ensure the safety and security of construction personnel and other authorized persons present within work area against hazardous conditions created by the Work.

3. Prevent compromise to Project security due to Owner's continued occupancy.

4. Contact between patients and construction personnel may create unsafe conditions for either, unless specifically authorized in advance by the Owner. Adhere to the Owner's protocols to ensure continuity of security measures intended to prevent contact between construction personnel and hospital patients.

5. Contractor shall be knowledgeable of the Owner's security protocols and alert to any potential for construction means, methods, sequence and other considerations of the Work to compromise the level of security normally maintained. Provide sufficient advance notice to permit efficient response by the Owner or to modify Work consideration to avoid the potential for compromises to Owner security.

1.2 SYSTEM DESCRIPTION

A. Section includes but is not limited to work necessary to move in personnel and equipment, set up facilities and prepare for construction and provide necessary security measures for the Work.

1.3 SUBMITTALS

A. Project Security Plan: Summarize for OAR procedures and facilities to be provided in conjunction with the Work to ensure compliance with the requirements of this Section.

Where separate submittal is redundant to submittal requirements for other Division 1 Section provide a summary listing of those Sections and the affected facilities or procedures.

1.4 PROJECT CONDITIONS

A. Security Meeting: When directed by the OAR and otherwise as appropriate to the status of the Work and evolving Project security requirements convene periodic meetings to review security measures and protocols in-place, and the adequacy of them. Review the Project Schedule and discuss appropriate security response, Owner occupancy and adjacent facilities including Oregon Department of Corrections.

1. Comply with Section 01 20 00 Project Meetings requirements.

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PART 2 - PRODUCTS Not Used

PART 3 - EXECUTION

3.1 GENERAL SECURITY

A. All persons working on this job must submit a Security Check Form, which is available from the Owner. This information will be used for a background check on each individual. The Contractor shall be responsible for distributing and submitting Security Check Forms for their staff.

B. Workers must bring photo identification with them daily. The Contractor shall provide construction personnel with official Project photo identification to be prominently displayed while on-site in a manner appropriate to other considerations for worker safety.

C. When directed by the OAR for the purpose of ensuring security at occupied facilities construction workers shall comply with the following:

1. Refrain from carrying electronic devices such as telephones, and pagers.

2. Refrain from possessing selected products the Owner does not want introduced into patient areas such as tobacco or other products.

D. In coordination with other requirements for site access and control of the Work, locate equipment and material storage in staging areas (interior).

E. Provide for small tools inventory and monitoring as necessary to prevent losses and as appropriate to the status of the Work.

F. Contractors shall be escorted by OSH personnel at all times when inside the secure building perimeter. The Contractor shall cooperate with requirements for escort and work area monitors at no additional cost to the Owner.

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SECTION 01 04 50 CUTTING AND PATCHING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes requirements for cutting of new and existing construction to provide for access, inspection, and performance of the Work, and subsequent fitting and patching to restore the appearances of cut areas. Requirements of this Section also apply to alteration and repair of in-place construction including without limitation termination of selective demolition. In addition, perform cutting and patching for the following when directed in

1.

2. Remove samples of materials for testing.

B. Refer to Divisions 20, 22 and 26 for additional requirements and limitations on cutting and patching of plumbing, mechanical and electrical Work.

1.2 SYSTEM DESCRIPTION

A. Design Requirements: Cutting and patching shall adversely affect neither the physical nor aesthetic characteristics of the Work as determined by the OAR. Completed patching work shall provide a uniform appearance without evidence of repair.

1. Where the Work is to be cut and patched, comply with Contract Document requirements for each component and the overall assembly.

B. Performance Requirements: Remedial work shall conform to load requirements and meet or exceed the performance requirements and physical characteristics of the work it replaces and be compatible with the adjacent materials and assemblies.

1. Construction means, methods and sequence and other considerations may affect cutting and patching work. In addition to that necessary for the planned work sequence, provide cutting and patching work as necessary to make the several parts of the Work fit properly, due to errors in coordination, work sequence and constructability, correction of non-conforming work.

2. Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load deflection ratio.

1.3 SUBMITTALS

A. Submit a written Procedural Proposal for Cutting and Patching for approval prior to any cutting or alteration affecting the following.

1. Work of other Owner contractors.

2. All structural Items.

3. The integrity or effectiveness of weather exposed or moisture resistant elements or systems, and;

4. The efficiency, operation life, maintenance, or safety of operation systems including without limitation pipes, ducts, vessels, and equipment.

B. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is required, and when directed for other work, submit procedures proposed for cutting and

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patching well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal.

1. Location & Description of affected Work;

2. Reason cutting and patching work is proposed and alternatives thereto.

3. Effect on any other Work or on the structural integrity of the Project.

4. Description of proposed Work.

a. Scope of cutting and patching

b. Lower tier contractors and trades performing the Work.

c. Products proposed for use.

d. Extent of patching work to be performed.

e. Confirm all requirements necessary for the preservation of existing warranty coverage including but not limited to qualifications of those performing cutting and patching work.

f. State dates when work is expected to be performed and designate time work will be uncovered to provide for observation.

g. List utilities that may be disturbed, relocated, temporarily out-of-service and otherwise be affected; indicate how long utility service will be disrupted.

h. No structural system alteration is intended or anticipated. Should any structural revision be found necessary to accomplish the work, field review submit details and engineering calculations to document that there is no adverse effect upon performance of the remaining structure and coordinate the cutting

5. Approval to proceed with cutting and patching work constitutes neither approval of the completed work nor a waiver of the right to later require complete removal and replacement of unacceptable remedial Work.

C. Should conditions of Work or Construction Schedule indicate change of materials or methods, submit written recommendations including:

1. Conditions indicating change

2. Recommendations for alternative materials or methods

3. Re-submittal as required for substitution

D. Record alterations to the Work including without limitation services that were re-routed or abandoned as required by Section 01 72 00 for the Project Record Drawings.

1.4 PAYMENT FOR COSTS

A. Contractor shall be responsible to pay cutting and patching costs required to accomplish the Work including without limitation cutting and patching due to means, methods and sequence of construction, coordination of the Work, defective Work, and Work not conforming to the Contract Documents. Costs may include but are not limited to additional

1.5 QUALITY ASSURANCE

A. Operational and Safety Limitations: Do not cut and patch operating elements or safety-related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. This includes electrical, mechanical, plumbing, and low voltage services to or from buildings or portions thereof. All cutting and patching must be coordinated with the Owner and Contractor on site with at least seventy-two (72) hours Notice.

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B. Before proceeding, meet at the Project Site with all parties involved or affected by cutting and Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Unless otherwise indicated or directed provide Work identical to adjacent and similar assemblies as determined by the OAR. When identical materials are not available, or cannot be used, use materials matching existing adjacent and similar surfaces to the fullest extent possible with regard to visual effect and physical characteristics.

1. Comply with approved Procedural Proposal for Cutting and Patching. Where a

Procedural Proposal is not required submit a substitution request for any change in material.

2. Cutting and Patching of slab on grade for underground utility work:

a. Underslab Vapor Barrier: Stego Industries Stego Wrap, 15 mil.

1) Tape: Stegotack, double sided adhesive, synthetic rubber vapor barrier…