511.22358.TAP DMVA Construct Motor Vehicle Storage Building - Calumet - MICH Spec (Rev 02-24)-PART 2.pdf

PDF 4 MB Posted

Attached to
511/22358. TAP; Calumet Armory - Construct Storage Bldg
Solicitation number
RFQ - 171 - 240000000401
Issued by
Houghton County, Capac Village, Michigan

About this file

This document is a file related to a state and local contract opportunity for the construction of a new 10,000 square foot cold motor vehicle storage building, aggregate parking lot expansion, storm water pond modifications, and additional collection and fence security measures for the Department of Military and Veterans Affairs (DMVA) on the Calumet Armory Building in Calumet, Michigan. The project includes a construction schedule with designated work completion dates. The document outlines submittal procedures, quality requirements, temporary facilities and controls, product requirements, and execution and closeout requirements for the project.

The document includes a $100,000 provisionary allowance to be included in the bid total. The contract will be awarded based on a stipulated sum, and the owner intends to occupy the existing building on a limited basis during construction. The contractor is responsible for securing all necessary permits, including a DMVA SESC permit, and coordinating with the owner and public/private utilities as required.

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[M12-03212]

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. This section does not and cannot override any section of the DTMB MichSpec front end section of these documents. Any conflicts between these typical front end documents and the standard

DTMB MichSpec front end must revert to the DTMB MichSpec.

B. Section Includes:

1. Contract description.

2. Work by Owner or other Work at the Site.

3. Owner-furnished products.

4. Work sequence.

5. Owner occupancy.

6. Permits.

7. Specification conventions.

1.2 CONTRACT DESCRIPTION

A. Work of the Project includes but is not limited to the construction of a new 10,000 sqft cold motor vehicle cold storage building, aggregate parking lot expansion, storm water pond modifications, additional collection and fence security measures around the site for the

Department of military and Veterans Affairs on the Calumet Armory Building.

B. Perform Work of the Contract under stipulated sum Contract with Owner according to

Conditions of Contract. See section 500 – Contract Agreement of MichSpec.

1.3 WORK BY OWNER OR OTHERS

A. If Owner-awarded contracts interfere with each other due to work being performed at the same time or at the same Site, Owner will determine the sequence of work under all contracts according to "Work Sequence" and "Contractor's Use of Site" Articles in this Section.

B. Coordinate Work with utilities of Owner and public or private agencies.

C. Work by Owner will include:

1. Work on a proposed Motor Vehicle Storage Building on the same site. There is some work in that project that incorporates the detention pond and site adjoining fence.

Coordinate with project to finalize the stormwater outlet into the same detention pond.

1.4 OWNER-FURNISHED PRODUCTS

A. Owner's Responsibilities:

DMVA - CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET

SUMMARY 011000 - 2

1. Arrange for and deliver Owner-reviewed Shop Drawings, Product Data, and Samples to

Contractor.

2. Arrange and pay for delivery to Site.

3. Upon delivery, inspect products jointly with Contractor.

4. Submit claims for transportation damage and replace damaged, defective, or deficient items.

5. Arrange for manufacturers' warranties, inspections, and service.

B. Contractor's Responsibilities:

1. Review Owner-reviewed Shop Drawings, Product Data, and Samples.

2. Receive and unload products at Site; inspect for completeness or damage jointly with

Owner.

3. Handle, store, install, connect to utilities, and finish products.

4. Repair or replace items damaged after receipt.

C. Items furnished by Owner for installation by Contractor:

1. None

1.5 CONTRACTOR'S USE OF SITE

A. Limit use of Site to allow:

1. Owner occupancy.

2. Use of Site and premises by the public.

B. Emergency Building Exits during Construction: Maintain emergency egress during all periods of building occupancy.

C. Construction Operations:

1. Noisy and Disruptive Operations (such as Use of Jack Hammers and Other Noisy

Equipment): Not allowed in close proximity to existing building during regular hours of operation. Coordinate and schedule such operations with Owner to minimize disruptions.

D. Time Restrictions for Performing Work:

1. Project Working Hours for the site are between 7:45 a.m. and 4:30 p.m. during the workweek (Monday through Friday) unless special approval from the owner is obtained.

2. During Training Exercises:

a. Limit noise-producing work to hours between 7:30 a.m. and 9:00 p.m. on weekends.

b. Utility shutdowns are prohibited without owner approval.

E. Utility Outages and Shutdown:

1. Coordinate and schedule electrical and other utility outages with Owner.

2. Outages: Allowed only at previously agreed upon times. In general, schedule outages at times when facility is not being used.

3. At least one week before scheduled outage, submit Outage Request Plan to Owner itemizing the dates, times, and duration of each requested outage.

F. Facility Outages:

1. Coordinate and schedule the outages of certain portions of the facilities.

SUMMARY 011000 - 3

a. Significant Changes to the women’s shower area, taking this offline area, contractor to try and coordinate the work to allow for the new private shower areas to be brought online prior to taking the women’s offline. This is not mandatory.

G. Sound Level Restrictions: Sound pressure level measured at boundary of Site shall not exceed

40 dBA.

H. Construction Plan: Before start of construction, submit electronic file to Architect of construction plan regarding access to Work, use of Site, and utility outages for acceptance by

Owner. After acceptance of plan, construction operations shall comply with accepted plan unless deviations are accepted by Owner in writing. Refer to Section 01310

1.6 WORK SEQUENCE

A. Construct Work in phases order to accommodate Owner's occupancy requirements during construction period. Coordinate construction schedule and operations with Owner.

1. Coordinate fence installation with owner to ensure security is maintained while MVSB is going concurrently

2. Work completion dates are found in section 00500, article 4 of the agreement.

3. “Complete” means ready for occupancy.

1.7 OWNER OCCUPANCY

A. Schedule and substantially complete designated portions of the Work for occupancy before

Substantial Completion of the entire Work.

1. Owner intends to occupy the existing building on a limited basis during all Phases of the construction.

2. Areas of construction activity shall be one-hour fire separated from all student-occupied areas of the building.

3. Owner intends to fully occupy the existing buildings by July 31, 2025.

4. Owner's use and occupancy of designated areas before Substantial Completion of the entire Project do not relieve Contractor of responsibility to maintain specified insurance coverages on a 100 percent basis until date of final payment.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

C. Schedule the Work to accommodate Owner occupancy.

1.8 PERMITS

A. Furnish all necessary permits and approvals for construction of Work including associated fees, as follows as applies:

1. State of Michigan:

a. Building permit.

b. Mechanical permit.

c. Plumbing permit.

d. Electrical permit.

e. DMVA SESC permit.

SUMMARY 011000 - 4

2. State of Michigan Bureau of Fire Services:

a. Fire alarm plan review and approval.

b. Fire sprinkler system plan review and approval.

c. Fire marshal occupancy permit.

d. Fire marshal approval.

3. Phased projects require separate Bureau of Fire Services application and project numbers for re-occupancy occurring at the end of each phase. The signed 12A documentation for fire alarm and/or sprinkler systems for each phase, including any fees, are required to be submitted and approved prior to application for payment.

1.9 SPECIFICATION CONVENTIONS

A. These Specifications are written in imperative mood and streamlined form. This imperative language is directed at the Contractor unless specifically noted otherwise. The words "shall be" are included by inference where a colon (:) is used within sentences or phrases.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

END OF SECTION 011000

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 This section does not and cannot override any section of the MichSpec front end section of these documents. Any conflicts between these typical front end documents and the standard DTMB MichSpec front end must revert to the MichSpec.

A. Forms

1. All forms not specifically identified by the DTMB as required for project management and payments and have a requirements within this document may have an approved equal if the contractor has a format that is similar.

1.2 SECTION INCLUDES

A. Schedule of Values.

B. Application for Payment.

C. Change procedures.

D. Defect assessment.

E. Cash allowances.

F. Alternates.

1.3 SCHEDULE OF VALUES

A. Submit Schedule of Values within ten days after date of Owner-Contractor Agreement.

1. Submit for approval by Architect printed and electronic file of schedule on AIA G703 -

Continuation Sheet for G702; or approved equal documents.

B. Format: Use Table of Contents of this Project Manual. Interrelated items may be combined with the approval of the Architect. Identify each line item with number and title of major Specification Section. Identify Site mobilization, bonds and insurance, and General Conditions.

C. Include in each line item amount of allowances as specified in this Section.

D. Include within each line item, direct proportional amount of Contractor's overhead and profit.

E. Revise schedule to list approved Change Orders with each Application for Payment.

1.4 APPLICATION FOR PAYMENT

A. Submit draft PDF copy of Application for Payment to Architect/PSC for review, refer to DTMB checklist and MICHSPEC for additional direction and required documentation.

PRICE AND PAYMENT PROCEDURES 012000 - 2

B. Submit three printed copies with original signature on each Application for Payment form

C. Content and Format: Use Schedule of Values for listing items in Application for Payment.

D. Submit updated construction schedule with each Application for Payment.

E. Payment Period: Submit at intervals stipulated in the Agreement.

F. Lien Waivers: Provide Affidavit of Payment and Lien Waivers from subcontractors and suppliers for payments made in the previous month.

G. Substantiating Data: When Architect/Engineer requires substantiating information, submit data justifying dollar amounts in question. Include the following with Application for Payment:

1. Current construction photographs demonstrating the progress of the Work.

2. Record Documents as specified in Section 017000 - Execution and Closeout

Requirements, for review by Owner, which will be returned to Contractor.

3. Affidavits attesting to off-Site stored products.

1.5 CHANGE PROCEDURES

A. Submittals: Submit name of individual authorized to receive change documents and responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. Carefully study and compare Contract Documents before proceeding with fabrication and installation of Work. Promptly advise Architect/Engineer of any error, inconsistency, omission, or apparent discrepancy.

C. Requests for Interpretation (RFI) and Clarifications: Allot time in construction scheduling for liaison with Architect/Engineer; establish procedures for handling queries and clarifications.

1. Use AIA G716 - Request for Information CSI Form 13.2A - Request for Interpretation established form, sequentially numbered, for requesting interpretations or approved alternate format.

2. Architect/Engineer may respond with a direct answer on the Request for Interpretation form or Proposal Request if warranted.

D. Architect/Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on AIA G710.

E. Architect/Engineer may issue Proposal Request including a detailed description of proposed change with supplementary or revised Drawings and Specifications. Contractor will prepare and submit estimate within seven days.

F. Contractor may propose changes by submitting a request for change to Architect/Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change and the effect on Contract Sum/Price and Contract Time with full documentation and a statement describing effect on the Work by separate or other Contractors.

G. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for Change Order as approved by Architect/Engineer.

PRICE AND PAYMENT PROCEDURES 012000 - 3

H. Construction Change Directive: Architect/Engineer may issue directive, on AIA G714 - Construction Change Directive signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

I. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in Conditions of the Contract.

Architect/Engineer will determine change allowable in Contract Sum/Price and Contract Time as provided in Contract Documents. Maintain detailed records of Work done on time and material basis. Provide full information required for evaluation of proposed changes and to substantiate costs for changes in the Work.

J. Document each quotation for change in Project Cost or Time with sufficient data to allow evaluation of quotation.

K. Change Order Forms: AIA G701 - Change Order.

L. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract. Change Orders will be added to the Contract only after signature by Owner, Architect, and Contractor.

M. Correlation of Contractor Submittals:

1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise Progress Schedules to reflect change in Contract Time, revise sub schedules to adjust times for other items of Work affected by the change and resubmit.

3. Promptly enter changes in Record Documents.

1.6 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of Architect/Engineer, it is not practical to remove and replace the Work, Architect/Engineer will direct remedy or adjust payment option as appropriate.

1. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Architect/Engineer and Owner.

2. Defective Work will be partially repaired according to instructions of Architect/Engineer, and unit sum/price will be adjusted to new sum/price at discretion of Architect/Engineer.

C. Individual Specification Sections may modify these options or may identify specific formula or percentage sum/price reduction.

D. Authority of Architect/Engineer to assess defects and identify payment adjustments is final.

E. Payment will not be made for rejected products for any of the following reasons:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

PRICE AND PAYMENT PROCEDURES 012000 - 4

6. Loading, hauling, and disposing of rejected products.

1.7 CASH ALLOWANCES

A. Provisionary Allowance – Contractor is to include the value of the provisionary allowance ($100,000) in the bid total as shown in section 00300 – Bid Form

B. Costs Included in Cash Allowances: Cost of Work to Contractor or Subcontractor, less applicable trade discounts, and applicable taxes unless stated otherwise in Allowance Schedule.

C. Contractor Responsibilities:

1. Perform the work per the description on the documents.

2. Submit final costs to Architect/Engineer, itemized by category, including labor, equipment rental, transportation, permits, and disposal.

D. Differences in costs will be adjusted by Change Order.

1.8 ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.

Accepted Alternates will be identified in Owner-Contractor Agreement. The Owner-Contractor Agreement may identify Alternates to remain an Owner option for a stipulated period of time.

B. Coordinate related Work and modify surrounding Work. Description for each Alternate is recognized to be abbreviated but requires that each change shall be complete for scope of Work affected.

1. Coordinate related requirements among Specification Sections as required.

2. Include as part of each Alternate: Miscellaneous devices, appurtenances, and similar items incidental to or necessary for complete installation.

3. Coordinate Alternate with adjacent Work and modify or adjust as necessary to ensure integration.

C. Schedule of Alternates: None

PART 2 - EXECUTION - Not Used

END OF SECTION 012000

ADMINISTRATIVE REQUIREMENTS 013000 - 1

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 This section does not and cannot override any section of the DTMB MichSpec front end section of these documents. Any conflicts between these typical front end documents and the standard

DTMB MichSpec front end must revert to the DTMB MichSpec.

1.2 SECTION INCLUDES

A. Coordination and Project conditions.

B. Preconstruction meeting.

C. Site mobilization meeting.

D. Progress meetings.

E. Preinstallation meetings.

F. Closeout meeting.

G. Alteration procedures.

1.3 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

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

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit as closely as practical; place runs parallel with lines of building. Use spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. Coordination Meetings: In addition to other meetings specified in this Section, hold coordination meetings with personnel and Subcontractors to ensure coordination of Work.

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

F. Coordinate completion and clean-up of Work of separate Sections in preparation for Substantial

Completion and for portions of Work designated for Owner's occupancy.

ADMINISTRATIVE REQUIREMENTS 013000 - 2

G. After Owner's occupancy of premises, coordinate access to Site for correction of defective

Work and Work not complying with Contract Documents, to minimize disruption of Owner's activities.

1.4 PRECONSTRUCTION MEETING

A. Architect/PSC will schedule and preside over meeting after Notice of Award.

B. Attendance Required: Architect, Owner, Owner’s Project Representative, Contractor’s Project

Manager, Job Superintendent, and major Subcontractors.

C. Minimum Agenda: (Utilize the DTMB recommended documents as a guide)

1. Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Review list of Subcontractors, list of products, schedule of values, Progress Schedule.

5. Designation of personnel representing parties in Contract and Architect/Engineer.

6. Communication procedures.

7. Procedures and processing of requests for interpretations, field decisions, submittals, substitutions, Applications for Payments, proposal request, Change Orders, and Contract closeout procedures.

8. Scheduling.

9. Critical Work sequencing.

10. Scheduling activities of Testing Agency.

D. Architect will record minutes and distribute to participants via email after meeting, to

Contractor and Owner. Contractor shall distribute to subcontractors and others affected.

1.5 PROGRESS MEETINGS

A. Architect/PSC will schedule and administer meetings throughout progress of the Work at maximum monthly intervals.

1. This Project requires bi-weekly progress meetings throughout the project.

B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Architect/

Engineer, and Owner, as appropriate to agenda topics for each meeting.

C. Minimum Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

5. Review of submittal schedule and status of submittals.

6. Review of off-Site fabrication and delivery schedules.

7. Maintenance of Progress Schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

ADMINISTRATIVE REQUIREMENTS 013000 - 3

12. Effect of proposed changes on Progress Schedule and coordination.

13. Other business relating to Work.

14. Review of contractor as-builts as they are maintained throughout the progress of the project

D. Architect will record minutes and distribute to participants via email after meeting, to

Contractor and Owner. Contractor shall distribute to subcontractors and others affected.

1.6 PREINSTALLATION MEETINGS

A. When required in individual Specification Sections, Contractor shall convene preinstallation meetings at Project Site before starting Work of specific Section.

B. Require attendance of parties directly affecting, or affected by, Work of specific Section.

C. Notify Architect/Engineer four days in advance of meeting date.

D. Contractor: Prepare agenda and preside over meeting:

1. Review conditions of installation, preparation, and installation procedures.

2. Review coordination with related Work.

E. Contractor: Record minutes and distribute to participants within two days after meeting, to

Architect/Engineer, Owner, and those affected by decisions made.

1.7 CLOSEOUT MEETING

A. Schedule Project closeout meeting with sufficient time to prepare for requesting Substantial

Completion. Preside over meeting and be responsible for minutes.

B. Attendance Required: Contractor, major Subcontractors, Architect/Engineer, Owner, and others appropriate to agenda.

C. Notify Architect/Engineer seven days in advance of meeting date.

D. Minimum Agenda:

1. Start-up of facilities and systems.

2. Operations and maintenance manuals.

3. Testing, adjusting, and balancing.

4. System demonstration and observation.

5. Operation and maintenance instructions for Owner's personnel.

6. Contractor's inspection of Work.

7. Contractor's preparation of an initial "punch list."

8. Procedure to request inspection to determine date of Substantial Completion.

9. Completion time for correcting deficiencies.

10. Inspections by authorities having jurisdiction.

11. Certificate of Occupancy and transfer of insurance responsibilities.

12. Partial release of retainage.

13. Final cleaning.

14. Preparation for final inspection.

ADMINISTRATIVE REQUIREMENTS 013000 - 4

15. Closeout Submittals:

a. Project record documents.

b. Operating and maintenance documents.

c. Operating and maintenance materials.

d. Affidavits.

16. Final Application for Payment.

17. Contractor's demobilization of Site.

18. Maintenance.

E. Record minutes and distribute to participants within two days after meeting, to

Architect/Engineer, Owner, and those affected by decisions made.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION

3.1 ALTERATION PROCEDURES

A. Designated areas of existing facilities will be occupied for normal operations during progress of construction. Cooperate with Owner in scheduling operations to minimize conflict and to permit continuous usage.

1. Perform Work not to interfere with operations of occupied areas.

2. Keep utility and service outages to a minimum and perform only after written approval of

Owner.

3. Clean Owner-occupied areas daily. Clean spillage, overspray, and heavy collection of dust in Owner-occupied areas immediately.

B. Materials: As specified in product Sections; match existing products with new products for patching and extending Work.

C. Employ skilled and experienced installer to perform alteration and renovation Work.

D. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion. Comply with Section 017000 - Execution and Closeout Requirements

E. Remove unsuitable material not marked for salvage, including rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

F. Remove debris and abandoned items from area and from concealed spaces.

G. Prepare surface and remove surface finishes to permit installation of new Work and finishes.

H. Close openings in exterior surfaces to protect existing Work from weather and extremes of temperature and humidity.

I. Remove, cut, and patch Work to minimize damage and to permit restoring products and finishes to specified condition.

ADMINISTRATIVE REQUIREMENTS 013000 - 5

J. Refinish existing visible surfaces to remain in renovated rooms and spaces, to renewed condition for each material, with neat transition to adjacent finishes.

K. Where new Work abuts or aligns with existing Work, provide smooth and even transition. Patch

Work to match existing adjacent Work in texture and appearance.

L. When finished surfaces are cut so that smooth transition with new Work is not possible, terminate existing surface along straight line at natural line of division and submit recommendation to Architect/Engineer for review.

M. Where change of plane of 1/4 inch or more occurs, submit recommendation for providing smooth transition to Architect/Engineer for review.

N. Patch or replace portions of existing surfaces that are damaged, lifted, discolored, or showing other imperfections.

O. Finish surfaces as specified in individual product Sections.

END OF SECTION 013000

SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 This section does not and cannot override any section of the DTMB MichSpec front end section of these documents. Any conflicts between these typical front end documents and the standard DTMB MichSpec front end must revert to the DTMB MichSpec.

1.2 SECTION INCLUDES

A. Definitions.

B. Submittal procedures.

C. Construction progress schedules.

D. Proposed product list.

E. Product data.

F. Use of electronic CAD files of Project Drawings.

G. Shop Drawings.

H. Samples.

I. Other submittals.

J. Design data.

K. Test reports.

L. Certificates.

M. Manufacturer's instructions.

N. Manufacturer's field reports.

O. Construction photographs.

P. Contractor review.

Q. Architect/Engineer review.

SUBMITTAL PROCEDURES 013300 - 2

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require 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.

1.4 SUBMITTAL PROCEDURES

A. Transmit each submittal with Architect/Engineer-accepted form.

B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix.

C. Identify: Project, Contractor, Subcontractor and supplier, pertinent Drawing and detail number, and Specification Section number appropriate to submittal.

D. Apply Contractor's stamp, signed or initialed, certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is according to requirements of the Work and Contract Documents.

E. Schedule submittals to expedite Project, and submit electronic submittals via email as PDF electronic files. Coordinate submission of related items.

1. File name shall be in the following format: ProjectName_001.Item-description.pdf

2. Subject line in email shall include the project name and description of the submittal.

F. For each submittal for review, allow ten days excluding delivery time to and from Contractor.

G. Identify variations in Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work.

H. Allow space on submittals for Contractor and Architect/Engineer review stamps.

I. When revised for resubmission, identify changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

K. Submittals not requested will not be recognized nor processed.

L. Incomplete Submittals: Architect/Engineer will not review. Complete submittals for each item are required. Delays resulting from incomplete submittals are not the responsibility of Architect/Engineer.

1.5 CONSTRUCTION PROGRESS SCHEDULES

A. Comply with MICHSPEC Section 01310

SUBMITTAL PROCEDURES 013300 - 3

1.6 PROPOSED PRODUCT LIST

A. Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, indicate manufacturer, trade name, model or catalog designation, and reference standards.

1.7 PRODUCT DATA

A. Product Data: Action Submittal: Submit to Architect/Engineer for review for assessing conformance with information given and design concept expressed in Contract Documents.

B. Submit number of copies Contractor requires, plus two copies Architect/Engineer will retain.

C. Submit electronic submittals via email as PDF electronic files.

D. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

E. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

F. After review, produce copies and distribute according to "Submittal Procedures" Article and for record documents described in Section 017000 - Execution and Closeout Requirements.

1.8 ELECTRONIC CAD FILES OF PROJECT DRAWINGS

A. Electronic CAD Files of Project Drawings: May only be used to expedite production of Shop Drawings for the Project. Use for other Projects or purposes is not allowed.

B. Electronic CAD Files of Project Drawings: Distributed only under the following conditions:

1. Use of files is solely at receiver's risk. Architect/Engineer does not warrant accuracy of files. Receiving files in electronic form does not relieve receiver of responsibilities for measurements, dimensions, and quantities set forth in Contract Documents. In the event of ambiguity, discrepancy, or conflict between information on electronic media and that in Contract Documents, notify Architect/Engineer of discrepancy and use information in hard-copy Drawings and Specifications.

2. CAD files do not necessarily represent the latest Contract Documents, existing conditions, and as-built conditions. Receiver is responsible for determining and complying with these conditions and for incorporating addenda and modifications.

3. User is responsible for removing information not normally provided on Shop Drawings and removing references to Contract Documents. Shop Drawings submitted with information associated with other trades or with references to Contract Documents will not be reviewed and will be immediately returned.

4. Receiver shall not hold Architect/Engineer responsible for data or file clean-up required to make files usable, nor for error or malfunction in translation, interpretation, or use of this electronic information.

SUBMITTAL PROCEDURES 013300 - 4

5. Receiver shall understand that even though Architect/Engineer has computer virus scanning software to detect presence of computer viruses, there is no guarantee that computer viruses are not present in files or in electronic media.

6. Receiver shall not hold Architect/Engineer responsible for such viruses or their consequences, and shall hold Architect/Engineer harmless against costs, losses, or damage caused by presence of computer virus in files or media.

C. Costs: $150 per file, plus administrative fee of $50 per request paid in advance by certified check or money order payable to Architect/Engineer.

1.9 SHOP DRAWINGS

A. Shop Drawings: Action Submittal: Submit to Architect/Engineer for assessing conformance with information given and design concept expressed in Contract Documents.

B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. When required by individual Specification Sections, provide Shop Drawings signed and sealed by a professional Engineer responsible for designing components shown on Shop Drawings.

1. Include signed and sealed calculations to support design.

2. Submit Shop Drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.

3. Make revisions and provide additional information when required by authorities having jurisdiction.

D. Submit electronic submittals via email as PDF electronic files.

E. After review, produce copies and distribute according to "Submittal Procedures" Article and for record documents described in Section 017000 - Execution and Closeout Requirements.

1.10 SAMPLES

A. Samples: Action Submittal: Submit to Architect/Engineer for assessing conformance with information given and design concept expressed in Contract Documents.

B. Samples for Selection as Specified in Product Sections:

1. Submit to Architect/Engineer for aesthetic, color, and finish selection.

2. Submit Samples of finishes, textures, and patterns for Architect/Engineer selection.

C. Submit Samples to illustrate functional and aesthetic characteristics of products, with integral parts and attachment devices. Coordinate Sample submittals for interfacing work.

D. Include identification on each Sample, with full Project information.

E. Submit number of Samples specified in individual Specification Sections; Architect/Engineer will retain two Samples.

F. Reviewed Samples that may be used in the Work are indicated in individual Specification Sections.

SUBMITTAL PROCEDURES 013300 - 5

G. Samples will not be used for testing purposes unless specifically stated in Specification Section.

H. After review, produce copies and distribute according to "Submittal Procedures" Article and for record documents described in Section 017000 - Execution and Closeout Requirements.

1.11 OTHER SUBMITTALS

A. Closeout Submittals: Comply with Section 017000 - Execution and Closeout Requirements.

B. Informational Submittal: Submit data for Architect/Engineer's knowledge as Contract administrator or for Owner.

C. Submit information for assessing conformance with information given and design concept expressed in Contract Documents.

1.12 TEST REPORTS

A. Informational Submittal: Submit reports for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit test reports for information for assessing conformance with information given and design concept expressed in Contract Documents.

1.13 CERTIFICATES

A. Informational Submittal: Submit certification by manufacturer, installation/application Subcontractor, or Contractor to Architect/Engineer, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or product but must be acceptable to Architect/Engineer.

1.14 MANUFACTURER'S INSTRUCTIONS

A. Informational Submittal: Submit manufacturer's installation instructions for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit printed instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing, to Architect/Engineer in quantities specified for Product Data.

C. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

SUBMITTAL PROCEDURES 013300 - 6

1.15 MANUFACTURER'S FIELD REPORTS

A. Informational Submittal: Submit reports for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit report within three days of observation to Architect/Engineer for information.

C. Submit reports for information for assessing conformance with information given and design concept expressed in Contract Documents.

1.16 ERECTION DRAWINGS

A. Informational Submittal: Submit Drawings for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit Drawings for information assessing conformance with information given and design concept expressed in Contract Documents.

C. Data indicating inappropriate or unacceptable Work may be subject to action by Architect/Engineer or Owner.

1.17 CONSTRUCTION PHOTOGRAPHS

A. Provide photographs of Site and construction throughout progress of Work.

B. Submit photographs upon request to Architect and/or Owner.

C. Photographs: digitally produced, minimum 2dpi.

D. Take two Site photographs from different directions and five interior photographs of indicating relative progress of the Work.

1.18 CONTRACTOR REVIEW

A. Review for compliance with Contract Documents and approve submittals before transmitting to Architect/Engineer.

B. Contractor: Responsible for:

1. Determination and verification of materials including manufacturer's catalog numbers.

2. Determination and verification of quantities of materials.

3. Determination and verification of field measurements and field construction criteria.

4. Checking and coordinating information in submittal with requirements of Work and of

Contract Documents.

5. Determination of accuracy and completeness of dimensions and quantities.

6. Confirmation and coordination of dimensions and field conditions at Site.

7. Construction means, techniques, sequences, and procedures.

8. Safety precautions.

9. Coordination and performance of Work of all trades.

SUBMITTAL PROCEDURES 013300 - 7

C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents.

D. Do not fabricate products or begin Work for which submittals are required until approved submittals have been received from Architect/Engineer.

1.19 ARCHITECT/ENGINEER REVIEW

A. Do not make "mass submittals" to Architect/Engineer. "Mass submittals" are defined as six or more submittals or items in one day or 15 or more submittals or items in one week. If "mass submittals" are received, Architect/Engineer's review time stated above will be extended as necessary to perform proper review. Architect/Engineer will review "mass submittals" based on priority determined by Architect/Engineer after consultation with Owner and Contractor.

B. Informational submittals and other similar data are for Architect/Engineer's information, do not require Architect/Engineer's responsive action, and will not be reviewed or returned with comment.

C. Submittals made by Contractor that are not required by Contract Documents may be returned without action.

D. Submittal approval does not authorize changes to Contract requirements unless accompanied by Change Order or Construction Change Directive.

E. Owner may withhold monies due to Contractor to cover additional costs beyond the second submittal review.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

END OF SECTION 013300

QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 This section does not and cannot override any section of the DTMB MichSpec front end section of these documents. Any conflicts between these typical front end documents and the standard

DTMB MichSpec front end must revert to the DTMB MichSpec.

1.2 SECTION INCLUDES

A. Quality control.

B. Tolerances.

C. References.

D. Labeling.

E. Mockup requirements.

F. Testing and inspection services.

G. Manufacturers' field services.

1.3 QUALITY CONTROL

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

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

C. Perform Work using persons qualified to produce required and specified quality.

D. Products, materials, and equipment may be subject to inspection by Architect/Engineer and

Owner at place of manufacture or fabrication. Such inspections shall not relieve Contractor of complying with requirements of Contract Documents.

E. Supervise performance of Work in such manner and by such means to ensure that Work, whether completed or in progress, will not be subjected to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period.

QUALITY REQUIREMENTS 014000 - 2

1.4 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' recommended tolerances and tolerance requirements in reference standards. When such tolerances conflict with Contract Documents, request clarification from

Architect/Engineer before proceeding.

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

1.5 REFERENCES

A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current as of date for receiving Bids except where specific date is established by code.

C. When requirements of indicated reference standards conflict with Contract Documents, request clarification from Architect/Engineer before proceeding.

D. Neither contractual relationships, duties, or responsibilities of parties in Contract nor those of

Architect/Engineer shall be altered from Contract Documents by mention or inference in reference documents.

1.6 LABELING

A. Attach label from agency approved by authorities having jurisdiction for products, assemblies, and systems required to be labeled by applicable code.

B. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label:

1. Model number.

2. Serial number.

3. Performance characteristics.

C. Manufacturer's Nameplates, Trademarks, Logos, and Other Identifying Marks on Products: Not allowed on surfaces exposed to view in public areas, interior or exterior.

1.7 MOCK-UP REQUIREMENTS

A. Individual product specification sections specify requirements for mock-ups.

B. Assemble and erect specified or indicated items with specified or indicated attachment and anchorage devices, flashings, seals, and finishes.

QUALITY REQUIREMENTS 014000 - 3

C. Accepted mockups shall be comparison standard for remaining Work. Approved mockups may remain in place.

D. Where mockup has been accepted by Architect/Engineer and is specified in product

Specification Sections to remain in place, protect mockup for the duration of the project.

1.8 TESTING AND INSPECTION SERVICES

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

B. Testing firm shall perform tests, inspections, and other services specified in individual

Specification Sections and as required by Architect/Engineer.

1. Laboratory: Authorized to operate in State of Michigan.

2. Laboratory Staff: Maintain full-time Professional Engineer or specialist certified to perform the work on staff to review services.

3. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or accepted values of natural physical constants.

C. Testing, inspections, and source quality control may occur on or off Project Site. Perform off-

Site testing as required by Architect/Engineer or Owner.

D. Reports shall be submitted by independent firm to Architect/Engineer, Contractor, and authorities having jurisdiction, as PDF via email, indicating observations and results of tests and compliance or noncompliance with Contract Documents.

1. Submit final report indicating correction of Work previously reported as noncompliant.

E. Cooperate with firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Architect/Engineer and testing firm 24 hours before expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional Samples and tests required for Contractor's use.

F. Employment of testing agency or laboratory shall not relieve Contractor of obligation to perform Work according to requirements of Contract Documents.

G. Retesting or re-inspection required because of nonconformance with specified or indicated requirements shall be performed by same independent firm on instructions from

Architect/Engineer. Payment for retesting or re-inspection will be charged to Contractor by deducting testing charges from Contract Sum/Price.

H. Agency Responsibilities:

1. Test Samples of mixes submitted by Contractor.

2. Provide qualified personnel at Site. Cooperate with Architect/Engineer and Contractor in performance of services.

3. Perform indicated sampling and testing of products according to specified standards.

4. Ascertain compliance of materials and mixes with requirements of Contract Documents.

QUALITY REQUIREMENTS 014000 - 4

5. Promptly notify Architect/Engineer and Contractor of observed irregularities or nonconformance of Work or products.

6. Perform additional tests required by Architect/Engineer.

7. Attend preconstruction meetings and progress meetings.

I. Agency Reports: After each test, promptly submit report to Architect/Engineer, Contractor, and authorities having jurisdiction. When requested by Architect/Engineer, provide interpretation of test results. Include the following:

1. Date issued.

2. Project title and number.

3. Name of inspector.

4. Date and time of sampling or inspection.

5. Identification of product and Specification Section.

6. Location in Project.

7. Type of inspection or test.

8. Date of test.

9. Results of tests.

10. Conformance with Contract Documents.

J. Limits on Testing Authority:

1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of

Contract Documents.

2. Agency or laboratory may not approve or accept any portion of the Work.

3. Agency or laboratory may not assume duties of Contractor.

4. Agency or laboratory has no authority to stop the Work.

1.9 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, startup of equipment, testing, adjusting, and balancing 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 manufacturer's written instructions.

C. Refer to Section 013300 - Submittal Procedures, "Manufacturer's Field Reports" Article.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

END OF SECTION 014000

TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 This section does not and cannot override any section of the DTMB MichSpec front end section of these documents. Any conflicts between these typical front end documents and the standard

DTMB MichSpec front end must revert to the DTMB MichSpec.

1.2 SECTION INCLUDES

A. Temporary facilities under Construction Management Agreement.

B. Temporary Utilities:

1. Temporary electricity.

2. Temporary lighting for construction purposes.

3. Temporary heating.

4. Temporary cooling.

5. Temporary ventilation.

6. Communication services.

7. Temporary water service.

8. Temporary sanitary facilities.

C. Construction Facilities:

1. Field offices and sheds.

2. Vehicular access.

3. Parking.

4. Progress cleaning and waste removal.

5. Project identification.

6. Traffic regulation.

7. Fire-prevention facilities.

D. Temporary Controls:

1. Barriers.

2. Enclosures and fencing.

3. Security.

4. Water control.

5. Dust control.

6. Erosion and sediment control.

7. Noise control.

8. Pest and rodent control.

9. Pollution control.

E. Removal of utilities, facilities, and controls.

1.3 REFERENCES

A. ASTM International:

TEMPORARY FACILITIES AND CONTROLS 015000 - 2

1. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building

Materials.

2. ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne Sound

Transmission Loss of Building Partitions and Elements.

3. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and

Materials.

1.4 TEMPORARY ELECTRICITY

A. Owner will pay cost of energy used. Exercise measures to conserve energy. Use Owner's existing power service.

B. Provide temporary electric feeder from existing building electrical service at location as directed by Owner. Do not disrupt Owner's use of service.

C. Complement existing power service capacity and characteristics as required for construction operations.

D. Provide power outlets with branch wiring and distribution boxes located as required for construction operations. Provide suitable, flexible power cords as required for portable construction tools and equipment.

E. Provide main service disconnect and overcurrent protection at convenient location.

F. Permanent convenience receptacles may be used during construction.

G. Provide distribution equipment, wiring, and outlets for single-phase branch circuits for power and lighting.

1.5 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES

A. Provide and maintain lighting for construction operations to achieve minimum lighting level of

2 watts/sq ft.

B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security purposes.

C. Provide and maintain lighting to interior work areas after dark for security purposes.

D. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, lamps, and the like, for specified lighting levels.

E. Maintain lighting and provide routine repairs.

F. Permanent building lighting may be used during construction.

1.6 TEMPORARY HEATING

A. Existing heating systems may be used during construction.

TEM…

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