Appendix H - 7th St Garage High-Priority Structural Repair Bid Set - Specs.pdf

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Construction Drawings with Technical Specifications, Addenda, and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions and other Division 1 Specifications Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project Information

2. Work Covered by the Contract Documents

3. Site access

4. Occupant Coordination

5. Work restrictions

6. Specification and Drawing conventions

1.3 PROJECT INFORMATION

A. Project Identification: 7th Street Garage Structural Repairs Project Location: 7th Street Garage, Auraria Campus

B. Owner: Auraria Higher Education Center

AHEC Representative: Leah Byers, leah.byers@ahec.edu

C. Architect/Engineer: Martin/Martin Engineers. 12499 West Colfax Avenue, Lakewood, CO

80215.

D. Work Included in the Contract: All construction and services required for Structural Repair and Waterproofing, as shown on the Martin/Martin 100% Construction Set dated 03/27/2026 including: Work under this contract includes all materials, equipment and labor necessary to complete the work indicated on the drawings, described in specifications, addenda or reasonably inferred. Structural Steel and Reinforcing Steel shall meet GWP requirements defined by Buy Clean Colorado.

1. Contractors

a. All work will be executed under one prime construction contract between the Owner and the Contractor.

b. Except as indicated otherwise, all work under this contract will be under the direction of the prime contractor.

2. Job Conditions

a. Areas of the building immediately adjacent to areas under construction will be occupied by the public during the work of this project.

b. Limit construction operations to those methods and procedures which will not adversely and unduly affect the Owner's occupied spaces inclusive of parking facilities.

c. Do not interrupt building access and use, except as permitted by the Owner.

Provide eight (8) work days notice to the Owner of construction activities which will severely impact the occupancy and use of adjacent areas.

d. Provide temporary barriers and/or partitions as required to protect the occupants of the building and the general public from injury due to the work of

Auraria Campus Facilities Standards 7th Street Garage Structural Repairs Project No: 1004332

Rev Date 07.2024 SUMMARY OF WORK 01 11 00 - 1 this project; and/or to protect adjacent areas of the building from the spread of dust and dirt caused by the work or this project. Remove temporary barriers and partitions upon completion of the Project.

e. Temporary partitions shall be constructed of 1/2" plywood on the construction face nominal 2" X 4" wood studs and 1/2" gypsum wallboard on the public occupied face.

f. Do not interrupt power, lighting, plumbing, telephone and HVAC services to occupied areas without Owner's approval. Such interruptions must be scheduled at least eight (8) work days in advance and have Owner's approval.

g. Buildings and property adjacent to work included in this project may be subject to damage due to construction operations. Prior to the start of the work included in this Contract engage the services of a photographer to record the existing condition of adjacent structures and property. Contractor shall provide prints or an electronic set to the Owner and retain prints for their records.

Sufficient photos with adequate detail to thoroughly document the conditions surrounding the work shall be provided.

h. At the completion of the project, Contractor shall restore existing buildings, landscaping, parking facilities and property to same condition as prior to the start of the work.

i. In addition to the requirements of the General Conditions of the Contract for Construction, the Contractor shall:

1. Provide and maintain Weather Protection: Provide protection against rain, snow, wind, ice, storms, or heat so as to maintain work, materials, apparatus, and fixtures free from injury or damage. At the end of each day's work, cover new work likely to be damaged.

2. Provide and maintain adequate protection of the work from damage due to freezing, especially freezing earth and soils. Risk of proceeding with the work on or with freezing or frozen materials will be the sole responsibility of the Contractor.

3. Provide and maintain Water Protection if required: Provide protection from damage at all times from rainwater, ground water, backing up of drains or sewers, and other water. Provide pumps and equipment enclosures to provide this protection.

4. The Contractor will maintain free of obstructions and debris, all designated corridors and emergency exits, handicap access ramps and sidewalks to building. Provide temporary directional handicapped signage for routing to the nearest accessible facilities.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of shoring and site protection, concrete repairs, supplemental reinforcement, removal of traffic coating and installation of vapor permeable coating, removal and replacement of wing-type expansion joint. Work includes additional sealant and coating work at Level 4 of the garage; remove existing traffic coating, remove and replace existing horizontal joint sealant with a polyurethane sealant, remove and replace existing cove joint sealant with a polyurethane sealant, prepare surface and apply heavy duty traffic coating, prepare concrete surface and apply 100% solids silane sealer in areas that will not receive traffic coating, re-stripe areas that received traffic coating to match the original parking layout.at the top level (4th Floor).

Rev Date 07.2024 SUMMARY OF WORK 01 11 00 - 2

A. Type of Contract:

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

1.5 PHASED CONSTRUCTION

A. The Work shall be conducted in phases. The parking garage will be in use during construction.

1. Floor 4 can be closed to traffic and parking between December 11, 2026 -January 3, 2027and March 12-28, 2027.

2. All work shall be phased to minimize closures to the parking garage. A maximum of ½ floor can be closed at one time. Those repairs shall be completed and inspected prior to reopening. Once a zone is reopened the next ½ floor construction area can be barricaded and prepped for repairs and construction.

B. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule showing the sequence, commencement and completion dates, for all phases of the Work.

1.6 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts.

Coordinate the Work of this Contract with work performed under separate contracts.

B. Concurrent Work: Owner will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

1. Demo, utility, and concrete work at east side of 7th Street Garage, including demo of existing payment kiosks.

1.7 SALVAGE REQUIREMENT

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.8 ACCESS TO SITE

A. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to phased zone of parking garage.

2. Limits: Limit site disturbance, 10 feet beyond surface walkways, surface parking, and utilities; 15 feet beyond primary roadway curbs.

3. Driveways, Walkways and Entrances: Keep driveways, parking garage areas that are not in the immediate area of work/current phase of repair, loading areas, and entrances

Rev Date 07.2024 SUMMARY OF WORK 01 11 00 - 3 serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

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

B. Site Utilization Plan: Prepare and submit a site utilization plan demonstrating the requirements provided by the Owner’s Project representative. Do not commence mobilization on the Project site prior to written approval of the site utilization plan.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.9 COORDINATION WITH OCCUPANTS

A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated.

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

2. Provide not less than 8 days' notice to Owner of activities that will affect Owner's operations.

1.10 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7 a.m. to 6 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours will be considered on a case-by-case basis, and will require approval by the AHEC PM.

2. Early Morning Hours will be considered on a case-by-case basis, and will require approval by the AHEC PM.

3. Hours for drilling, concrete demo, or other noisy construction/demo operations: 7 a.m.

to 6 p.m.

Rev Date 07.2024 SUMMARY OF WORK 01 11 00 - 4

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

1. Notify AHEC PM not less than 21 days in advance of proposed utility interruptions.

2. Obtain AHEC PM’s written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify AHEC Project Manager not less than 10 days in advance of proposed disruptive operations.

2. Obtain AHEC Project Manager’s written permission before proceeding with disruptive operations.

E. Tobacco-Free Campus: The Auraria Higher Education Center is a tobacco-free campus.

Smoking is prohibited, including e-cigarettes. Do not smoke or vape within the building or on the roof, anywhere on the construction site, or anywhere on the surrounding campus.

F. Controlled Substances: Use of controlled substances is similarly prohibited.

G. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

1.11 SPECIFICATION AND DRAWING CONVENTIONS

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

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

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

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

Rev Date 07.2024 SUMMARY OF WORK 01 11 00 - 5

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers and titles found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

Rev Date 07.2024 ALTERNATES 01 23 00- 1

SECTION 01 23 00

ALTERNATES

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this section.

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

3. Selection of alternates described in this Section may be deferred for possible selection at a subsequent date if so indicated in the Agreement.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into the Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicated if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. Specification

Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

Rev Date 07.2024 ALTERNATES 01 23 00- 2

1. Alternate descriptions are recognized as abbreviated and incomplete. Correlate the descriptions with applicable Specification Sections and Drawings for the provision of complete and coordinated work.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 SCHEDULE OF ALTERNATES

Refer to Drawing S0.4

A. Alternate No. 1: 4th Floor Repair.

1. Complete additional sealant and coating work at Level 4 of the garage; remove existing traffic coating, remove and replace existing horizontal joint sealant with a polyurethane sealant, remove and replace existing cove joint sealant with a polyurethane sealant, prepare surface and apply heavy duty traffic coating, prepare concrete surface and apply 100% solids silane sealer in areas that will not receive traffic coating, re-stripe areas that received traffic coating to match the original parking layout.

END OF SECTION 01 23 00

REV DATE 07.2024 PROJECT MANAGEMENT AND COORDINATION 01 24 00 - 1

SECTION 01 24 00

COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Provisions, Clauses, Certifications, Specifications (Divisions 1 through 33), Drawings, and related references as set forth within this solicitation and any resulting contract.

B. General Conditions of Contract, State of Colorado, State Form SC-6.23.

A. Section Includes:

1. Requirements for coordination, supervision, and administration for project, including but not necessarily limited to:

a. Coordination

b. Administrative and supervisory personnel

c. General installation provisions

B. Related Sections:

1. Procedures and Field Engineering: Section 017300

2. Project Meetings: Section 013100

1.3 GENERAL COORDINATION

A. General:

1. Prepare memoranda for distribution to each party and Subcontractor involved outlining special procedures required for coordination. Include such items as required, i.e., schedules, notices, reports, and attendance at meetings.

2. Prepare similar memoranda for the AHEC Project Manager, Project Inspector, and/or the Engineer where coordination of their participation is required.

B. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative procedures with construction work. Such administrative activities include, but are not limited to, the following:

a. Preparation of schedules

b. Installation and removal of temporary equipment

c. Delivery and processing of submittals

d. Progress meetings

e. Submittal of schedule

REV DATE 07.2024 PROJECT MANAGEMENT AND COORDINATION 01 24 00 - 2

C. Conservation:

1. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy and materials.

2. Salvage materials and equipment involved in performance of, but not actually incorporated in, the work. Refer to other sections for disposition of salvaged materials that are designated as AHEC's property.

3. Contractor shall recycle removed concrete and rebar at an acceptable recycling facility. Provide documentation to support the proper delivery of both copper and aluminum wiring for recycling purposes.

D. Layout: It is recognized that the contract documents are diagrammatic in showing certain physical relationships of the various elements and systems and their interfacing with other elements and systems. Establishment and coordination of these relationships is the exclusive responsibility of the Contractor. Do not scale the drawings. Lay out and arrange all elements to contribute to safety, efficiency and to carry the harmony of design throughout the work. In case of conflict or undimensioned locations, verify required positioning.

E. Examination: The installer of each element of the work must examine the conditions of the work, dimensions and spaces adjacent, and tolerances under the conditions which the work will be performed, and must notify the AHEC Project Manager in writing of conditions detrimental to the proper or timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the AHEC Project Manager.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.01 GENERAL INSTALLATION PROCEDURES

A. Inspection of Conditions: The Contractor is required to inspect the conditions under which work is to be performed. All unsatisfactory conditions shall be corrected before proceeding with the removal and/or installation procedures for the planned system.

B. Manufacturer's Instructions: The Contractor is required to comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in contract documents.

C. Installation:

1. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

REV DATE 07.2024 PROJECT MANAGEMENT AND COORDINATION 01 24 00 - 3

D. Visual Effects: Provide uniform work. Arrange work to obtain the best visual effect. Refer questionable choices to the Project Inspector and/or the Engineer for final decision.

3.02 CLEANING AND PROTECTION

A. During handling and installation, clean and protect material and repair installation. Apply protective covering where required to ensure protection from damage or deterioration.

B. Limiting Exposures: Supervise construction activities to ensure that no part of the existing construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading

2. Excessive internal or external pressures

3. Excessively high or low temperatures

4. Thermal shock

5. Water or ice

6. Solvents

7. Chemicals

8. Sunlight

9. Puncture

10. Abrasion

11. Heavy traffic

12. Soiling, straining, and corrosion

13. Bacteria

14. Rodent and insect infestation

15. Combustion

16. Electrical current

17. Improper lubrication

18. Unusual wear or other misuse

19. Contact between incompatible materials

20. Misalignment

21. Unprotected storage

22. Improper shipping or handling

23. Theft

24. Vandalism

END OF SECTION 01 24 00

Rev Date 07.2024 PROJECT MEETINGS 01 31 20- 1

SECTION 01 31 20

PROJECT MEETINGS

A. Construction Drawings, Technical Specifications, Addenda, and general provisions of the Contract, including Contract General Conditions and Supplementary General Conditions and other Division 01 Specifications Sections, apply to this Section.

1.2 REQUIREMENTS INCLUDED

A. Pre-construction meeting.

B. Construction progress meetings.

C. Pre-installation conferences.

1.3. PRECONSTRUCTION MEETING

A. The pre-construction meeting will be scheduled within 14 days after date of Notice to Proceed, at a central site location designated by the Owner and convenient for all parties.

B. Preconstruction Meeting Attendance:

1. Owner's Representative

2. Consultant and his sub-consultants, as applicable

3. Contractor's Superintendent

C. Agenda: Preconstruction meeting shall cover the following topics as a minimum.

1. Distribution and discussion of:

a. List of major subcontractors and suppliers

b. Projected construction schedules

c. Critical work sequencing

d. Major equipment deliveries and priorities e Project Coordination

f. Designation of responsible personnel

2. Procedures and processing of:

a. Field decisions

b. Proposal requests

c. Submittals

d. Change Orders

e. Applications for Payment

3. Adequacy of Distribution of Contract Documents

a. Procedure for Maintaining Record Documents

b. Inspections

c. Stormwater Management Plan (SWMP)

D. The General Contractor will: Record the minutes; including significant proceedings and decisions.

Rev Date 07.2024 PROJECT MEETINGS 01 31 20- 2

E. The Contractor shall schedule and administer subcontractor and vendor pre-construction meetings throughout progress of the work. They will:

1. Prepare agenda for meetings

2. Distribute written notice of each meeting four days in advance of meeting date

3. Make physical arrangements for meetings

4. Preside at meeting

5. Record the minutes; including significant proceedings and decisions

6. Representatives of Contractors, Subcontractors, and Suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents.

7. Use of Premises:

a) Office, work, staging and storage areas

b) Owner's requirements

8. Temporary construction Facilities, Utilities, Controls and Construction Aids

9. Safety, First-aid, Security and Housekeeping Procedures

10. Administrative Procedures and Documents as Required by Owner

1.4 CONSTRUCTION PROGRESS MEETINGS

A. Construction Progress Meetings: Meetings will be held to review progress and quality of construction. The essence of the discussion of each meeting shall be entered into the written record (minutes) of the meeting by the Architect or the General Contractor.

B. Schedule: Construction progress meetings shall be periodically scheduled throughout progress of the Work. Frequency shall be as determined necessary for progress of Work. Generally, it is intended that construction progress meetings be held at weekly intervals.

C. Administration: General Contractor shall make physical arrangements for meetings and shall prepare agenda with copies for participants, preside at meetings, record minutes and distribute copies within two working days to Owner, Architect, participants and those affected by decisions made at meetings. Each discussion item at construction progress meetings shall be numerically identified and carried through subsequent meeting minutes until resolved.

D. Attendance: Contractor's project manager and jobsite superintendent shall attend each meeting. Contractor's subcontractors and suppliers may attend as appropriate to subject under discussion. Owner will attend each meeting. Architect and their consultants will also attend, as appropriate to agenda topics for each meeting and as provided in Agreement.

E. Suggested Agenda for Each Construction Progress Meeting:

1. Meeting Minutes: Review and correct, if necessary, minutes of previous meeting.

a. Unless published minutes are challenged in writing prior to the next regularly scheduled progress meeting, they will be accepted as properly stating the activities and decisions of the meeting.

Rev Date 07.2024 PROJECT MEETINGS 01 31 20- 3

b. Persons challenging published minutes shall reproduce and distribute copies of the challenge to all indicated recipients of the particular set of minutes.

c. Challenge to minutes shall be settled as priority portions of "old business" at the next regularly scheduled meeting.

2. Progress of the Work: Since last meeting and proposed progress.

a. Identify potential problems which might impede progress.

b. Develop corrective measures and procedures, including but not necessarily limited to additional man-loading to regain planned schedule.

c. Review three-week "look ahead" construction schedule, including identification of conflicts and delays.

3. Ordering Status: Review status of long-lead time equipment and materials delivery affecting construction progress.

4. RFI Status: Review status of Requests for Interpretation (RFI) status.

5. Submittals Status: Review shop drawings, product data and samples submission and revie status.

6. Contract Modifications: Pending Change Orders and Field Orders. Review status of proposed substitutions.

7. Old Business: Active discussion topics carried over from previous meetings.

8. New Business: New topics of discussion affecting construction progress and quality

9. Quality Control: Review maintenance of quality standards and identification of non-conforming Work, including proposed remedial measures to be taken by Contractor.

10. Project Record Documents: Status of project record drawings and specifications.

11. Environmental and Safety Issues.

12. Other items affecting progress and quality of the Work.

F. Meeting Time and Location: As mutually agreed by the General Contractor, Architect, and the Owner at on-site location.

G. Special Meetings: As necessary, the Architect, the Contractor, or the Owner may convene special meetings to discuss specific construction issues in detail and to plan specific activities.

Rev Date 07.2024 PROJECT MEETINGS 01 31 20- 4

1.6 SUBCONTRACTOR PROGRESS MEETINGS

A. Subcontractor coordination meetings: Contractor shall conduct Project coordination meetings weekly. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and reinstallation conferences.

B. Schedule Updating: Revised Combined Contractor’s Construction Schedule after each coordination meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting.

C. Reporting: Record meeting results and distribute copies to the Construction Manager, Trustees, Architect and Construction Administrator, plus everyone in attendance and to others affected by decisions or actions resulting from each meeting.

1.7 PRE-INSTALLATION CONFERENCES

A. Pre-Installation Conferences: When specified in individual product specification Sections, convene a pre-installation conference prior to commencing Work specified in individual product Sections.

1. Require attendance by representatives of firms whose activities directly affect or are affected by Work specified in the Section.

2. Review conditions of installation, preparation and installation procedures and coordination with related Work and work under separate contracts.

1.8 CONTRACT COMPLETION MEETING

A. Contract Closeout Meeting: As specified in Section 01770 - Contract Closeout Procedures.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION 01 31 20

Rev Date 07.2024 SCHEDULING OF WORK 01 32 13- 1

SECTION 01 32 13

SCHEDULING OF WORK

1.1 CONSTRUCTION AND SEQUENCE SCHEDULE

A. In order to accommodate the uninterrupted operation of the existing building during the various phases of construction, the sequence of construction operations shall be as follows:

1. The sequence concept is to:

a. Prepare the existing facility to function during renovation through completion

b. Occupy the newly remodeled portion upon completion

c. Reoccupy the remodeled portions.

2. Utilizing this concept break down the Schedule into broad scope categories augmented by “Owner Action” and “Contractor action” columns that indicate coordination tasks which define the various phases of the work.

3. The intent of the categorization is to generally summarize the nature and extent of work to be performed without in any way limiting specific requirements of the Contract Documents.

4. Some overlapping between the several construction operations will occur, and where possible, permission may be granted to start certain portions of the work before the previous operations were completed in their entirety. Such detail scheduling shall be done as the work progresses, provided that the Owner’s operations remains uninterrupted, but in all cases must receive Owner approval.

5. Where it may not be possible to complete certain mechanical and electrical services in connection with making the work complete and ready for occupancy, temporary services as directed and as approved shall be installed to permit occupancy by the Owner at the earliest possible date.

6. The construction sequence schedule and related drawings are intended to aid the Contractor in bidding and in the preparation of a specific construction schedule.

Deviations of sequence may be made upon approval of the Owner and the Architect.

The preparation of a specific construction schedule remains the responsibility of the Contractor.

END OF SECTION 01 32 13

Rev Date 07.2024 CONSTRUCTION PROGRESS REPORTS 01 32 20- 1

SECTION 01 32 20

CONSTRUCTION PROGRESS REPORTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SECTION INCLUDES

A. Construction progress reports.

1.3 RELATED SECTIONS

A. Section 013120 – Project Meetings: Review of construction progress and submittals status at Project Meetings.

B. Section 017700 – Contract Closeout Procedures: Notice by Contractor of progress of the Work sufficient for Contract Completion review and Acceptance by Owner.

1.4 CONSTRUCTION PROGRESS REPORTS

A. Daily Log: Contractor shall maintain a written daily log at the job site in the Electronic Project Management system, within 24 hours and include the following information as a minimum:

1. Date.

2. Weather conditions.

3. Subcontractors and trades performing Work under the Agreement on the Site, and number of workers each, equipment and number of hours worked by each worker.

4. Others on the Site performing work for the Owner under separate contracts.

5. List of visitors to site, giving name, company or agency affiliation and telephone number.

6. Descriptions of situations and circumstances which could delay normal progress of Work or which could be basis of claim for change in Contract Time or Contract Sum.

7. Changes to Work and who authorized changes.

8. Comments, as Contractor determines are appropriate for Project record.

9. Inspection requests, inspections and results of inspections.

B. Submission of Logs: Submit one copy of daily logs to Owner’s Representative and Architect At weekly intervals, for review at Construction Progress Meetings.

PART 2 - PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

Rev Date 07.2024 CONSTRUCTION PROGRESS REPORTS 01 32 20- 2

END OF SECTION 01 32 20

Rev Date 07.2024 SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

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

B. Related Sections include the following:

1. Section 01 29 00 "Payment Procedures" for submitting Applications for Payment and the Schedule of Values.

2. Section 01 32 00 "Construction Progress Reports" for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule.

3. Section 01 40 00 "Quality Requirements" for submitting test and inspection reports and for mockup requirements.

4. Section 01 77 00 "Closeout Procedures" for submitting warranties.

5. Section 01 78 39 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.

6. Section 01 78 23 "Operation and Maintenance Data" for submitting operation and maintenance manuals.

7. See Specification Sections shown on the drawing files (Sheets SP0.1, SP0.2, SP0.3, SP0.4) for specific requirements for submittals in those Sections.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Architect/Engineer's responsive action.

B. Informational Submittals: Written and graphic information and physical samples that do not require Architect/Engineer's responsive action. Submittals may be rejected for not complying with requirements. Submittals not specifically indicated as informational submittals are considered to be action submittals.

1. Schedules.

2. Applications for payment.

3. Performance and payment bonds.

4. Insurance certificates.

5. Schedule of Values.

6. Inspection and test results.

7. Closeout Documents.

Rev Date 07.2024 SUBMITTAL PROCEDURES 01 33 00 - 2

8. Coordination drawings.

A. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

B. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.4 ACTION SUBMITTALS

A. Perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, samples or similar submittals until the respective submittal has been approved by the Architect/Engineer.

B. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect/Engineer and additional time for handling and reviewing submittals required by those corrections.

C. 1.Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

1.5 SUBMITTAL PROCEDURES

A. General: Electronic copies of electronic Drawings of the Contract Drawings will be provided by Architect/Engineer for Contractor's use in preparing submittals.

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

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

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

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

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

1. Architect/Engineer reserves the right to reject Submittals received prior to receipt of the Initial Submittals Schedule.

2. Architect/Engineer reserves the right to reject Submittals received prior to the time they are indicated on the Submittal Schedule to be submitted.

D. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect/Engineer's receipt of submittal. No

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1. Initial Review: Allow seven days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect/Engineer 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.

3. Resubmittal Review: Allow seven days for review of each resubmittal.

4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect/Engineer and to Architect/Engineer's consultants, allow 7 days for review of each submittal.

Submittal will be returned to Architect/Engineer before being returned to Contractor.

D. Paper Submittals: Place a permanent label or title block on each submittal for identification.

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

2. Provide a space on label or beside title block to record Contractor's review and approvalmarkings and action taken by Architect/Engineer.

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

a. Project name.

b. Date.

c. Name and address of Architect/Engineer.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

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

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06 10 0.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06 10 0.01.A).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Indicate Bid Package and drawing number that was used to create the submittal.

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

m. Other necessary identification.

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

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

1. Transmittal: Submit electronic copy of submittal to concurrent reviewer in addition to the electronic copy to Architect/Engineer.

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G. Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Architect/Engineer will return submittals, without review, received from sources other than Contractor.

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

a. Project name.

b. Date.

c. Destination (To:).

d. Source (From:).

e. Names of subcontractor, manufacturer, and supplier.

f. Category and type of submittal.

g. Submittal purpose and description.

h. Specification Section number and title.

i. Drawing number and detail references, as appropriate.

j. Submittal and transmittal distribution record.

k. Remarks.

l. Signature of transmitter.

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

H. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01).

Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A).

3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect/Engineer.

4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:

a. Project name.

b. Date.

c. Name and address of Architect/Engineer.

d. Name of Construction Manager.

e. Name of Contractor.

f. Name of firm or entity that prepared submittal.

g. Names of subcontractor, manufacturer, and supplier.

h. Category and type of submittal.

i. Submittal purpose and description.

j. Specification Section number and title.

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k. Specification paragraph number or drawing designation and generic name for each of multiple items.

l. Drawing number and detail references, as appropriate.

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

n. Related physical samples submitted directly.

o. Indication of full or partial submittal.

p. Transmittal number, numbered consecutively.

q. Submittal and transmittal distribution record.

r. Other necessary identification.

s. Remarks.

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

1. Note date and content of previous submittal.

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

3. Resubmit submittals until they are marked "REVIEWED (No Exceptions Taken), or

REVIEWED WITH COMMENTS (make corrections noted, re-submittal not required."

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

1.6 CONTRACTOR'S USE OF ARCHITECT/ENGINEER'S ELECTRONIC FILES

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

1. The electronic files are provided for the Contractor’s convenience and their use will be at the Contractors risk.

a. There are no assurances that the information in the electronic files is current.

All dimensions must be field-verified.

2. Release of CAD files for the purposes of preparing submittals does not relieve the

Contractor from constructing an accurate and complete project in the event of a graphic error in the CAD Drawings. Contractor shall be wholly responsible for full compliance with the scope of work as defined by the complete Contract Documents.

3. CAD files are limited to availability of Architect/Engineer’s consultant files.

1.7 ACTION SUBMITTALS

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

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

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

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

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

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c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

5. Number of Copies: Submit two copies of Product Data, unless otherwise indicated.

When submitting for Concurrent Consultant Review, submit two copies to Consultant and one copy to Architect/Engineer. Architect/Engineer will return one copy. Mark up and retain returned copy as a Project Record Document. Reproduction and cost of reproduction of processed Submittals for distribution to concerned parties is Contractor’s responsibility.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Schedules.

e. Design calculations.

f. Compliance with specified standards.

g. Notation of coordination requirements.

h. Notation of dimensions established by field measurement.

i. Relationship to adjoining construction clearly indicated.

j. Seal and signature of professional engineer if specified..

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches.

3. Number of Copies: Submit two of each submittal. When submitting for Concurrent Consultant Review, submit two copies to Consultant and one copy to Architect/Engineer. Architect/Engineer will return one copy. Mark up and retain one returned copy as a Project Record Drawing.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

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a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

4. Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit two sets of Samples. Architect/Engineer will retain one Sample set; the other will be returned.

1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least two sets of paired units that show approximate limits of variations.

E. Submittals Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation."

F. Application for Payment: Comply with requirements specified in Division 01 Section "Payment Procedures."

G. Schedule of Values: Comply with requirements specified in Division 01 Section "Payment Procedures."

H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or…