2317 Westmoreland Security Upgrades_100CD PROJECT MANUAL_REDUCED SCOPE.pdf

PROJECT MANUAL

LANE EDUCATION SERVICE DISTRICT

WESTMORELAND SECURITY UPGRADES

Project Address:

1717 City View Street

Eugene, Oregon 97402

Date:

August 09, 2024

Robert Nicholls Architecture & Design

999 S. 71st Street

Springfield, Oregon 97478

LANE EDUCATION SERVICE DISTRICT SECTION 00 01 01

WESTMORELAND SECURITY UPGRADES TITLE PAGE

00 01 01 - 1

SECTION 00 01 01

TITLE PAGE

PROJECT TITLE: LANE EDUCATION SERVICE DISTRICT

WESTMORELAND CAMPUS UPGRADES

OWNER: LANE EDUCATION SERVICE DISTRICT

1200 Highway 99 N

Eugene, Oregon 97402

Contact: Brad Johnston

Tel: 541.520-1747

Email: bjohnston@lesd.k12.or.us

ARCHITECT: ROBERT NICHOLLS ARCHITECTURE & DESIGN

999 S. 71st Street

Springfield, Oregon 97478

Contact: Robert J. Nicholls, AIA

Tel: 530.613.5580

Email: bnicholls@rnarchdesign.com

DATE: 09 August 2024

These specifications are instruments of service and as such are the property of Robert Nicholls Architecture & Design. Reuse of these documents without the express written consent of the author is unlawful and a violation of copyright law. © 2024 Robert Nicholls Architecture &

Design.

END OF SECTION 00 01 01

LANE EDUCATION SERVICE DISTRICT SECTION 00 01 10

WESTMORELAND SECURITY UPGRADES TABLE OF CONTENTS

00 01 10 - 1

SECTION 00 01 10

TABLE OF CONTENTS

The following is a list of all Divisions and Sections which are included in the Project Manual

PROCUREMENT AND CONTRACTING REQUIREMENTS

COVER

DIVISION 00 – BIDDING AND CONTRACTING REQUIREMENTS

00 01 01 Title Page

00 01 10 Table of Contents

00 01 15 List of Drawing Sheets

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary

01 30 00 Administrative Requirements

01 40 00 Quality Requirements

01 73 00 Execution Requirements

01 73 29 Cutting And Patching

01 77 00 Closeout Procedures

01 78 00 Closeout Submittals

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 08 – OPENINGS

08 73 01 Door Hardware Types

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 19 Decorative Metal Fences and Gates

END OF SECTION 00 01 10

LANE EDUCATION SERVICE DISTRICT SECTION 00 01 15

WESTMORELAND SECURITY UPGRADES LIST OF DRAWING SHEETS

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

The following is a list of all Drawings which are included in the Project Manual

LIST OF DRAWING SHEETS

ARCHITECTURAL

A100 GENERAL INFORMATION & DEMOLITION PLAN

A120 ENLARGED PLANS, ELEVATIONS, DETAILS

END OF SECTION 00 01 15

LANE EDUCATION SERVICE DISTRICT SECTION 01 10 00

WESTMORELAND SECURITY UPGRADES SUMMARY

01 10 00 - 1

SECTION 01 10 00

SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description: Work generally includes selective demolition; new decorative metal fencing at building C, building B, and the EC Cares building; and security bollards. Power and low voltage requirements associated with new hardware scope will be owner provided. Coordinate with Owner to ensure a complete, operational, and fully integrated system in complete compliance with design drawings and regulatory authorities having jurisdiction.

B. Address: 1717 City View St. Eugene, Oregon 97402

C. Architect: The Contract Documents were prepared for the Project by Robert

Nicholls Architecture and Design Inc, 999 S. 71st St. Springfield, Oregon 97478.

D. Owner Representative / Project Manager: Brad Johnston

1.3 CONTRACT

A. Project will be constructed under a single prime contract. Contract and General

Conditions will be provided by Owner.

1.4 USE OF PREMISES

A. Limit use of the premises to construction activities in areas indicated, subject to approval by Owner.

B. Maintain drives and building entrances and exits clear and protected at all times to Owner's, employees, and public access and for use by emergency personnel.

Do not use these areas for parking or storage. Schedule deliveries to minimize space and time requirements for storage of materials at site.

C. Parking: Coordinate with Owner

D. Contractor Staging Areas: Coordinate with Owner

E. Construction Operations: Limited to areas indicated on Drawings.

1.5 WORK BY OWNER

A. Work under separate Contract: The Owner will award separate contracts for the following:

1. Power and Low Voltage

a. Owner will provide new power and low voltage at locations required by new hardware scope.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 10 00

LANE EDUCATION SERVICE DISTRICT SECTION 01 30 00

WESTMORELAND SECURITY UPGRADES ADMINISTRATIVE REQUIREMENTS

01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. General administrative requirements B. Project coordination C. Preconstruction meeting D. Progress meetings E. Preinstallation conferences F. Submittal schedule G. Submittal procedure

1.2 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Make the following types of submittals to Architect:

1. Requests for Information (RFI’s)

2. Request for substitution

3. Shop drawings, product data, and samples

4. Test and inspection reports

5. Design data

6. Manufacturer’s instructions and field reports

7. Applications for payment and change order requests

8. Progress schedules

9. Coordination drawings

1.3 PROJECT COORDINATION

A. Contractors Construction Schedule

1. Extend schedule from date established for the Notice to Proceed to date of Final Completion

2. Include constraints and work restrictions, and how they sequence of Work is affected

3. Product order and delivery dates

4. Owner-furnished products, including delivery date coordinated with Owner

5. Project milestones, including Notice to Proceed, Substantial Completion, and Final Completion.

6. Update schedule at two week intervals to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

7. Distribute copies of approved schedule to Architect, Owners Project Manager, testing and inspection agencies and other parties identified by the Contractor and Owner with a need-to-know schedule responsibility.

B. Submittal Schedule

1. Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule.

C. Preparation of the Schedule of Values D. Progress meetings

01 30 00 - 2

1. See 1.5 below.

1.4 PRECONSTRUCTION MEETING

A. Owner will schedule a meeting after Notice to Proceed B. Attendance required:

1. Contractor

2. Owner

3. Architect

4. Major Subcontractors

C. Agenda

1. Introductions of parties and points of contact

2. Construction schedule

3. Submittal schedule

4. Site safety, security, access, and limitations

5. Change procedure

a. Change order requests (COR)

b. Proposal Request (PR)

c. Constructive Change Directive (CCD)

d. Architect supplemental instruction (ASI)

e. Change Order

6. Critical work sequencing and long-lead items

7. Owner occupancy, schedule, and activities requiring accommodations and/or coordination.

D. Record minutes and distribute copies within two days after meeting to participants.

1.5 PROGRESS MEETINGS

A. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings B. Attendance required:

1. Contractor

2. Owner

3. Architect

4. Major Subcontractors

C. Agenda

1. Review minutes of previous meeting

2. Review of work progress

3. Overall construction schedule and progress

4. 2 to 3 week detailed schedule of coming weeks activities and needed shutdowns

5. Field observations

6. Identification of problems that impede, or will impeded, planned progress

7. Review submittal schedule, status of submittals

8. Review outstanding RFI’s

9. Planned progress during succeeding work period

10. Effect of proposed changes on progress schedule and coordination

11. Other business relating to work

01 30 00 - 3

D. Record minutes and distribute copies within two days after meeting to participants.

1.6 PREINSTALLATION CONFERENCES

A. When required by individual specification sections, conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

B. Attendees:

1. Installer and representatives of manufacturers and fabricators involved in or affect by the installation C. Contractor to record significant conference discussions, agreements, and disagreements, including required corrective measures and actions D. Distribute minutes of the meeting to each party present and to parties who should have been present, within two working days.

E. Do not proceed with installation if the conference cannot be successfully concluded. Initiate necessary actions to resolve impediments to performance of the Work and reconvene the conference at earliest opportunity.

1.7 SUBMITTAL SCHEDULE

A. Submit digital copy in PDF format to Owner and Architect.

1. Scheduled date for first submittal

2. Specification section number and title

3. Name of subcontractor

4. Description of work

1.8 SUBMITTAL PROCEDURE

A. When the following are specified in individual sections, submit them for review:

1. Product Data

2. Shop Drawings

3. Samples for selection

a. Samples will be reviewed for aesthetic, color, or finish selection

4. Samples for verification

B. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

1. Architect will not review submittals that do not bear Contractor’s approval stamp and will return them without action.

C. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

1. Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

a. Reviewed without Exceptions.

b. Reviewed, with Exceptions Noted.

c. Revise and Resubmit.

d. Informational Submittals:

01 30 00 - 4

2. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

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

1. Initial Review: Allow 14 calendar days for initial review of each submittal.

Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

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

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 30 00

LANE EDUCATION SERVICE DISTRICT SECTION 01 40 00

WESTMORELAND SECURITY UPGRADES QUALITY REQUIREMENTS

01 40 00 - 1

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Submittals B. References and Standards C. Control of installation D. Tolerances E. Testing and inspection agencies and services F. Manufacturer’s field services G. Defective Work

1.2 RELATED SECTIONS

A. 01 30 00 – Administrative Requirements: Submittal procedures B. 01 60 00 – Product Requirements: Requirements for material and product quality

1.3 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building

Sealants 2008 (Reapproved 2019).

B. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete

Aggregates for Use in Construction and Criteria for Testing Agency Evaluation 2017.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry 2022.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction 2019.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection 2021.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing 2021.

1.4 SUBMITTALS

A. See Section 01 30 00 Administrative Requirements for submittal procedures B. Testing Agency qualifications

1. Prior to start of Work, submit agency name and contact information, along with name of full time registered Engineer and responsible officer.

C. Design Data

1. Submit for Architect’s and Owner’s knowledge

D. Test Reports

1. After each inspection, submit (2) copies of report to Architect and to

Contractor. In addition, provide (1) copy to Owner and Commissioning Agent, if applicable.

E. Certificates

01 40 00 - 2

1. When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.

a. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

b. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect.

F. Manufacturer's Instructions

1. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

G. Manufacturer's Field Reports

1. Submit reports for Architect's benefit as contract administrator or for

Owner.

2. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.

1.5 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Owner will engage and pay for services of an independent testing agency to perform specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform

Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740.

2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.

3. Laboratory: Authorized to operate in Oregon.

4. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.

5. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1. CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

01 40 00 - 3

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.2. TOLERANCES

A. . Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.3. MANUFACTURER’S FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship start-up of equipment,test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.4. DEFECTIVE WORK

A. Replace Work or portions of the Work not complying with specified requirements.

END OF SECTION 01 40 00

LANE EDUCATION SERVICE DISTRICT SECTION 01 73 00

WESTMORELAND SECURITY UPGRADES EXECUTION REQUIREMENTS

01 73 00 - 1

SECTION 01 73 00

EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 RELATED SECTIONS

A. 01 30 00 Administrative Requirements B. 01 77 00 Closeout Procudures

1.3 SUMMARY

A. This Section includes general procedural requirements governing execution of the

Work including,but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. General installation of products.

4. Coordination of Owner-installed products.

5. Progress cleaning.

6. Starting and adjusting.

7. Protection of installed construction.

8. Correction of the Work.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1. EXAMINATION

A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. Before construction, verify the location and points of connection of utility services.

B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

1. Written Report: Where a written report listing conditions that are detrimental to performance of the Work is required by other Sections, include the following:

a. Description of the Work.

b. List of detrimental conditions, including substrates.

c. List of unacceptable installation tolerances.

d. Recommended corrections.

2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

01 73 00 - 2

3. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the work indicates acceptance of surfaces and conditions.

3.2. PREPARATION

A. Existing Utility Information: Furnish information to local utility that is necessary if utility services are being affected by the Work. Coordinate with authorities having jurisdiction.

B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

C. Required shutdowns must be requested minimum of 2 weeks in advance.

D. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

E. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

3.3. CONSTRUCTION LAYOUT

A. Before proceeding to lay out the Work, verify layout information shown on

Drawings, in relation to the property survey, existing benchmarks, or calibration point indicated on drawings. If discrepancies are discovered, notify Architect and Owner’s Project Manager promptly.

3.4. INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.

B. Comply with manufacturer's written instructions and recommendations for installing products C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

01 73 00 - 3

E. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work.

G. Allow for building movement, including thermal expansion and contraction.

H. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints where possible. Obtain Architect and Owner’s Project Manager approval for all questionable conditions.

J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

3.5. OWNER-INSTALLED PRODUCTS

A. Site Access: Provide access to Project site for Owner’s construction forces B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction forces.

1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress.

2. Preinstallation Conferences: Include Owner's construction forces at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction forces if portions of the Work depend on Owner's construction.

3.6. PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas.

Coordinate progress cleaning for joint-use areas. Dispose of materials lawfully.

B. Site: Maintain Project site free of waste materials and debris C. Work Area: Clean areas where work is in progress to the level of cleanliness necessary for safety and proper execution of the Work.

D. Installed Work: Keep installed work clean.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

01 73 00 - 4

G. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

H. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

3.7. PROTECTION OF INSTALLED CONSTRUCTIONS

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion B. Comply with manufacturer’s written instruction for temperature and relative humidity.

3.8. CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

B. Restore permanent facilities used during construction to their specified condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired.

E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.

END OF SECTION 01 73 00

LANE EDUCATION SERVICE DISTRICT SECTION 01 73 29

WESTMORELAND SECURITY UPGRADES CUTTING AND PATCHING

01 73 29 - 1

SECTION 01 73 29

CUTTING AND PATCHING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This section includes procedural requirements for cutting and patching.

1.3 DEFINITIONS

A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work.

B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work.

1.4 QUALITY ASSURANCE

A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity of load-deflection ratio.

B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended

C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended.

D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching.

PART 2 - PRODUCTS

2.1. MATERIALS

A. In-place materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1. EXAMINATION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed.

1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers.

2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

LANE EDUCATION SERVICE DISTRICT SECTION 01 73 29

WESTMORELAND SECURITY UPGRADES CUTTING AND PATCHING

01 73 29 - 2

3.2. PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

3.3. PERFORMANCE

A. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Proceed with patching after construction operations requiring cutting are complete.

B. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections.

1. Exposed finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoint construction in a manner that will eliminate evidence of patching and refinishing.

2. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

3. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials.

END OF SECTION 01 73 29

LANE EDUCATION SERVICE DISTRICT SECTION 01 77 00

WESTMORELAND SECURITY UPGRADES CLOSEOUT PROCEDURES

01 77 00 - 1

SECTION 01 77 00

CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Warranties.

3. Final cleaning.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of

Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable.

7. Make final changeover of permanent locks and deliver keys to Owner.

Advise Owner's personnel of changeover in security provisions.

8. Complete startup testing of systems.

9. Submit test/adjust/balance records.

10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

11. Advise Owner of changeover in heat and other utilities.

12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

13. Complete final cleaning requirements, including touchup painting.

14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

01 77 00 - 2

B. Inspection: Submit a written request for inspection for Substantial Completion.

Upon receipt of request, Architect and Owner’s Project Manager will proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of

Final Completion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section

"Payment Procedures."

2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit the following completed forms, items and documents:

a. AIA Document G706 Contractor’s Affidavit of Payment of Debts and Claims.

b. AIA Document G706A Contractor’s Affidavit of Release of Liens.

c. AIA Document G707 Consent of Surety Company to Final

Payment.

d. Operation and Maintenance Manuals

e. Warranties and Bonds. Submit original documents, including

Contractor’s General Warranty

f. Record Documents.

g. Keys.

h. Testing and Start-Up records.

i. Affidavit of Prevailing Wages paid.

j. Complete list of Contractor and all Subcontractors with contact information and relation to Work.

k. Asbestos-Containing Materials Statement (Form 01100B).

l. Proof of final acceptance and compliance from governing authorities having jurisdiction.

m. Certificate of insurance evidencing continuation of liability coverage including coverage for completed operations until the expiration of the specified warranty periods.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect and Owner’s Project Manager will either proceed with

01 77 00 - 3 inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Cost of additional re-inspections by Architect and Owner’s Project manager will be deducted from Final Payment to the Contractor.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1. FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program.

C. Comply with manufacturer's written instructions.

END OF SECTION 01 77 00

LANE EDUCATION SERVICE DISTRICT SECTION 01 78 00

WESTMORELAND SECURITY UPGRADES CLOSEOUT SUBMITTALS

01 78 00 - 1

SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Project Record Documents B. Operation and Maintenance Data C. Warranties and Bonds

1.2 SUBMITTALS

A. Project Record Documents: Submit documents to Architect with claim for final

Application for Payment.

B. Record Documents:

1. Submit one electronic copy in PDF format of Record Drawings and Record Project Manual.

C. Operation and Maintenance Data

1. Submit one electronic copy in PDF format in draft format for Architect review and comment.

2. Submit final competed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission.

3. Submit one electronic copy in PDF format of revised final documents in final form within 10 days after final inspection.

D. Warranties and Bonds

1. Submit on electronic copy in PDF format of warranties and bonds

2. For items of Work for which acceptance is delayed beyond Date of

Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1. PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work:

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other modifications to the Contract.

5. Reviewed shop drawings, product data, and samples.

6. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress.

01 78 00 - 2

E. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross- reference on the Contract Drawings.

F. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

G. Mark important additional information that was either shown schematically or omitted from original Drawings.

H. Note Alternate numbers, Change Order numbers, and similar identification, where applicable.

I. Specifications: Legibly mark and record at each product section description of actual products installed, including the following:

1. Manufacturer's name and product model and number.

2. Product substitutions or alternates utilized.

3. Changes made by Addenda and modifications.

J. Product Data K. Record Drawings and Shop Drawings: Mark each item to record actual construction including:

1. Field changes of dimensions and details

2. Changes made by Change Order

3. Changes made by Architect’s written direction

4. Details not illustrated on original Contract drawings.

3.2. OPERATIONS AND MAINTENANCE DATA

A. For each product, material, and finish:

1. Product data

a. Catalog number, size, composition, and color and texture designations

2. Instructions for Care and Maintenance

a. Manufacturers recommendations for cleaning agents and methods

3. Additional information as specified in individual product specification sections B. Assembly of Operations and Maintenance Data

1. Electronic submission in PDF format acceptable

2. Cover: identify project title, identify subject matter of contents

3. Directory: Names, addresses, and contact information for Architect, Consultants, Contractor, and Subcontractors, with names of responsible parties

4. Table of Contents

5. Text: Manufacturer’s printed data

6. Drawings

7. Additional content

3.3. WARRANTIES AND BONDS

A. A. Obtain warranties and bonds, executed in duplicate by responsible

Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial completion is determined.

01 78 00 - 3

B. Verify that documents are in proper form, contain full information, and are notarized.

C. Co-execute submittals when required.

D. Electronic submission in PDF format acceptable E. Cover: identify project title, identify subject matter of contents F. Table of Contents G. Separate each warranty or bond listed.

END OF SECTION 01 78 00

LANE EDUCATION SERVICE DISTRICT SECTION 02 41 00

WESTMORELAND SECURITY UPGRADES DEMOLITION

02 41 00 - 1

SECTION 02 41 00

DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Furnish all labor, material, equipment and services necessary for demolition and removal of existing items scheduled for demolition and other material as required preparatory to construction.

B. Related Sections:

1. Section 01 11 00 Summary of Work

2. Section 01 73 29 – Cutting and Patching

1.2 QUALITY ASSURANCE

A. Regulatory Requirements:

1. Comply with requirements of safety codes and other applicable codes, rules, and regulations

2. Do not close or obstruct site roadways or sidewalks

3. Maintain egress and access to building and rooms. Do not close or obstruct exit paths. Conduct operations with minimum interference to corridors, exits, and public thoroughfares.

PART 2 - PRODUCTS

2.1. SALVAGE

A. Salvage items, except those items specifically noted, become property of

Contractor. Salvage may be reused on Work if so specified or scheduled or it Architect judges it equal to new products specified, with the appropriate adjustment in contract sum. Remove material from site.

PART 3 - EXECUTION

3.1. EXAMINATION

A. Inspect and verify existing conditions and become familiar with extent of Work.

B. Examine site to determine proper access within limitations of contract. Conduct operations so as not to interfere with adjacent public streets, driveways, walks and buildings.

C. Coordinate disconnection, removal, or capping of electric utilities with Owner.

3.2. PREPARATION

A. Interface with other Work:

1. Coordinate extent of demolition Work with limits of new work and existing work to remain, and with specific demolition and modification requirements shown and noted on Drawings.

B. Protection

1. Protect existing materials, appurtenances and equipment not scheduled for demolition.

2. Repair or replace improvements damaged during demolition work

LANE EDUCATION SERVICE DISTRICT SECTION 08 73 01

WESTMORELAND SECURITY UPGRADES DOOR HARDWARE TYPES

08 73 01 - 1

SECTION 08 73 01

DOOR HARDWARE TYPES

MANUFACTURERS

LCN – LCN

SEC – SECURITRON

SCH – SCHLAGE

PEM – PEMKO

VD – VON DUPRIN

IVE – IVES

MCK – MCKINNEY

HES – HES

RO – ROCKWOOD

TRI – TRILOGY

DE – DETEX

VKD - VERKADA

HARDWARE SET 1: GATE B1A, B4A

QTY DESCRIPTION CATALOG # FINISH MFR NOTES

1 Exit Device 1003C x 02D FSB1016 FSA W

630 DE 1

1 Electric Strike DS-24W-KIT DE 1

1 Closer PR9500 9500-1/2SP 9500-

5/8SP 9500-AB SRI

BSP NO 1

1 Drop Plate 9588 BSP NO 1

1 Exit Motion Sensor XMS SN 1

1 Power Supply PS902 LO 1

1 Card Reader AD33 VKD 2

HARDWARE SET 2: GATE B2A

1 Keypad Lockset DL2700WP US26D TRI 1

HARDWARE SET 3: GATE B3A

1 Fork Latch 1

1 Drop Bolt

HARDWARE SET 4: GATE C4A

1 Exit Device 1003C x 02D FSB1016 FSA W

630 1

Notes:

1. Coordinate balance of gate hardware with fencing contractor

2. Mullion mount, coordinate with fencing contractor

END OF SECTION 08 73 01

LANE EDUCATION SERVICE DISTRICT SECTION 32 31 19

WESTMORELAND SECURITY UPGRADES DECORATIVE METAL FENCES AND GATES

32 31 19 - 1

SECTION 32 31 19

DECORATIVE METAL FENCES AND GATES

PART 1 - GENERAL

1.1 WORK INCLUDED

A. The contractor shall provide all labor, materials, and appurtenances necessary for installation of the welded ornamental steel fence system defined herein at Project

Site.

1.2 SYSTEM DESCRIPTION

A. The manufacturer shall supply a total fence system of Montage Commercial standard picket space Welded and Rackable (ATF – All Terrain Flexibility)

Ornamental Steel for Montage Commercial Classic design. The ornamental fence system shall be 7’ height from grade. The system shall include all components

(i.e., panels, posts, gates, and hardware) required.

1.3 QUALITY ASSURANCE

A. The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified.

1.4 REFERENCES

A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process.

B. ASTM B117 - Practice for Operating Salt-Spray (Fog) Apparatus.

C. ASTM D523 - Test Method for Specular Gloss. 0020 D. ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint.

E. ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and

Materials using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus.

F. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.

G. ASTM D2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.

H. ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).

I. ASTM D3359 - Test Method for Measuring Adhesion by Tape Test.

J. ASTM F2408 – Ornamental Fences Employing Galvanized Steel Tubular Pickets.

1.5 SUBMITTALS

A. The manufacturer’s literature shall be submitted prior to installation

B. Provide shop drawings for fence and gate configuration and components

1.6 PRODUCT HANDLING AND STORAGE

A. Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft.

32 31 19 - 2

1.7 PRODUCT WARRANTY

A. All structural fence components (i.e. rails, pickets, and posts) shall be warranted within specified limitations, by the manufacturer for a period of 20 years from date of original purchase. Warranty shall cover any defects in material finish, including cracking, peeling, chipping, blistering or corroding.

B. Reimbursement for labor necessary to restore or replace components that have been found to be defective under the terms of manufactures warranty shall be guaranteed for five (5) years from date of original purchase.

PART 2 - PRODUCTS

2.1. MANUFACTURERS

A. The fence system shall conform to Montage Commercial Classic standard picket spacing Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel for

Montage Commercial Classic design, 3-rail style bottom rail treatment, manufactured by Ameristar Fence Products, Inc., in Tulsa, Oklahoma.

1. Or approved equal

2.2. MATERIAL

A. Steel material for fence panels and posts shall conform to the requirements of

ASTM A653/A653M, with a minimum yield strength of 45,000 psi (310 MPa) and a minimum zinc (hot-dipped galvanized) coating weight of 0.60 oz/ft² (18 g/m²), Coating Designation G-60.

B. Material for pickets shall be ¾” square x 14 Ga. tubing. The rails shall be steel channel, 1.5” x 1.4375” x 14 Ga. Picket holes in the rail shall be spaced 4.675” on center. Fence posts and gate posts shall meet the minimum size requirements of

Table 1.

2.3. FABRICATION

A. Pickets, rails and posts shall be pre-cut to specified lengths. Rails shall be pre-punched to accept pickets.

B. Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be joined at each picket-to-rail intersection by

Ameristar’s proprietary fusion welding process, thus completing the rigid panel assembly (Note: The process produces a virtually seamless, spatter-free good-neighbor appearance, equally attractive from either side of the panel).

C. The manufactured panels and posts shall be subjected to an inline electrode position coating (E-Coat) process consisting of a multi-stage pretreatment/wash, followed by a duplex application of an epoxy primer and an acrylic topcoat. The minimum cumulative coating thickness of epoxy and acrylic shall be 2 mils (0.058 mm). The color shall be Black. The coated panels and posts shall be capable of meeting the performance requirements for each quality characteristic shown in

Table 2 (Note: The requirements in Table 2 meet or exceed the coating performance criteria of ASTM F2408).

32 31 19 - 3

D. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Commercial weight fences under ASTM F2408.

E. Gates with an out-to-out leaf dimension less than and including 72 inches shall be fabricated using Montage Commercial ornamental panel material and 1-3/4” sq. x

14ga. gate ends. Gate leafs greater than 72 inches shall be fabricated using

ForeRunner rails, intermediate uprights, gussets and 1-3/4” sq. x 14ga. gate ends.

All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding.

PART 3 - EXECUTION

3.1. PREPARATION

A. All new installation shall be laid out by the contractor in accordance with the construction plans.

B. Preinstallation conference required to confirm decorative metal fence and gate layout, see Section 01 30 00 Administrative Requirements.

1. Stake locations of fence lines, gates, and terminal posts in field for review at preinstallation conference.

3.2. INSTALLATION

A. Fence post shall be spaced according to Table 3, plus or minus 1/4”. For installations that must be raked to follow sloping grades, the post spacing dimension must be measured along the grade. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Posts shall be set in concrete footers having a minimum depth of 36” (Note: In some cases, local restrictions of freezing weather conditions may require a greater depth). The “Earthwork” and “Concrete” sections of this specification shall govern material requirements for the concrete footer.