Specs ITB 6.2627B BP1B 262128.pdf

ALL TRADES SPECIFICATIONS

CHIPPEWA VALLEY SCHOOLS

PROJECT NUMBER: 262128

NOVEMBER 10, 2026

PROJECT

2026 BOND ISSUE-BID PACK #1B

2027 PROJECTS

OWNER

Chippewa Valley Schools 19120 Cass Avenue Clinton Township, Michigan 48038

ARCHITECT

Wakely Associates, Inc.

30500 Van Dyke Ave., Suite 209 Warren, Michigan 48093

SPECIFICATIONS

PROJECT NUMBER 262128

NOVEMBER 10, 2026

PROJECT

2026 BOND ISSUE – BID PACK #1B

2027 PROJECTS

OWNER

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

ARCHITECT

WAKELY ASSOCIATES, INC.

30500 VAN DYKE, SUITE 209

WARREN, MICHIGAN 48093

586-573-4100

MECHANICAL/ELECTRICAL ENGINEERS

UNIFIED BUSINESS SYSTEMS ENGINEERING, LLC

69 SOUTHBOUND GRATIOT AVE.

MT. CLEMENS, MI 48043

586-500-7055

2026 BOND ISSUE-BID PACK#1B

2027 PROJECTS 262128 NOVEMBER 10, 2026

TC - 1

TABLE OF CONTENTS PAGES

Title Page 1 Table of Contents 3

DIVISION 0 BIDDING AND CONTRACT REQUIREMENTS

“BY CHIPPEWA VALLEY SCHOOLS”

00851 Index of Drawings 1

DIVISION 1 GENERAL REQUIREMENTS

“BY CHIPPEWA VALLEY SCHOOLS”

01041 Project Coordination 4 01090 Reference Standards 7 01100 Alternates 2 01340 Shop Drawings, Product Data and Samples 4 01400 Quality Control 5 01600 Material and Equipment 5 01700 Project Closeout 6 01800 Warranty 1

DIVISION 2 SITE

02220 Demolition 7 02480 Landscape Work 14 02484 Topsoil 3 02835 Ornamental Metal Fencing System 4 02925 Cleanup and Restoration 2 02951 Landscape Restoration 6

CIVIL

31 1012 Fine Grading 4 31 1018 Soil Erosion Control 3 32 1313 Cement Concrete Pavements 8 32 1373 Concrete Paving Joint Sealants 5 32 1415 Pavement Marking 3 32 3113 Chain Link Fences & Gates 7 32 9200 Turfs and Grasses 12

DIVISION 3 CONCRETE

03001 Concrete Work 15 03543 Polished Concrete 22

DIVISION 4 MASONRY

04100 Mortar & Grout 4 04300 Unit Masonry 15

DIVISION 5 METALS

05500 Metal Fabrications 9

TC - 2

DIVISION 6 WOOD AND PLASTICS

06100 Carpentry 6 06402 Interior Architectural Woodwork 12

DIVISION 7 THERMAL AND MOISTURE PROTECTION

07500 Membrane Roofing 10 07600 Flashing and Sheet metal 3 07840 Firestopping 6 07910 Joint Fillers and Gaskets 5 07920 Sealants and Caulking 11

DIVISION 8 DOORS AND WINDOWS

08410 FRP Doors-Alum. Framing Systems 8 08710 Finish Hardware 18 08800 Glass & Glazing 12 08820 Security Glass 11

DIVISION 9 FINISHES

09250 Gypsum Drywall 18 09510 Acoustical Ceilings 5 09540 Special Surfaces 5 09614 ADA Replacement cast-in-Place Detectable warning Surfaces 8 09650 Resilient Flooring 7 09680 Carpeting 11 09681 Modular Flooring (Transportation Lounge Rooms) 12 09900 Painting 13

DIVISION 10 SPECIALTIES

10620 Operable Partitions 6 10999 Miscellaneous Specialties 3

DIVISION 11 EQUIPMENT

11160 Mechanical Dock Leveler 3 11480 Gymnasium Equipment 3

DIVISION 12 FURNISHING AND SEATING

12492 Window Treatment 3 12760 Gymnasium Bleachers 12 Dakota Lettering Example 1 Dakota HS Drawings 11

DIVISION 14 CONVEYING EQUIPMENT

14 2400 Hydraulic Elevator Modernization 21 (Dakota High School)

TC - 3

DIVISION 21 - FIRE SUPPRESSION

21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION 10

21 05 23 DUTY VALVES FOR WATER-BASED FIRE-SUPPRESSION

PIPING 4

21 05 53 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND

EQUIPMENT 1

21 13 00 SUPPRESSION SPRINKLER SYSTEMS 4

DIVISION 22 - PLUMBING

22 00 05 BASIC PLUMBING REQUIREMENTS 9

DIVISION 26 - ELECTRICAL

26 00 05 BASIC ELECTRICAL REQUIREMENTS 4

INDEX OF DRAWINGS 00851 - 1

SECTION 00851 - INDEX OF DRAWINGS

TITLE SHEET

The following drawings, dated November 10, 2026, are issued for Chippewa Valley Schools, 2026 Bond Issue Bid Pack #1B, 2027 Projects, Clinton Township, Michigan. Architect's Project Number 262128.

TITLE SHEET

SHEET NO. TITLE

GENERAL DRAWINGS:

G0.0 COVER SHEET, SHEET INDEX, LEGEND AND MAP

ARCHITECTURAL DRAWINGS:

A1.10 CHEROKEE ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

AS1.10 CHEROKEE ELEMENTARY SCHOOL - SITE PLAN

A2.10 CHEYENNE ELEMENTARY SCHOOL - COMPOSITE FLOOR PLAN

A3.10 CLINTON VALLEY ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A4.10 ERIE ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A5.10 FOX ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A6.10 HURON ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A7.10 MIAMI ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A8.10 MOHAWK ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A9.10 OJIBWA ELEMENTARY SCHOOL – COMPOSITE FIRST FLOOR PLAN

A9.20 OJIBWA ELEMENTARY SCHOOL – COMPOSITE SECOND FLOOR PLAN

A10.10 OTTAWA ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A11.10 SEQUOYAH ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

AS11.10 SEQUOYAH ELEMENTARY SCHOOL – ARCHITECTURAL SITE PLAN

A12.10 SHAWNEE ELEMENTARY SCHOOL – FIRST FLOOR COMPOSITE PLAN

A12.20 SHAWNEE ELEMENTARY SCHOOL – SECOND FLOORCOMPOSITE PLAN

A13.10 ALGONQUIN MIDDLE SCHOOL – COMPOSITE FLOOR PLAN

A14.10 IROQUOIS MIDDLE ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A15.10 SENECA MIDDLE ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A16.10 WYANDOT MIDDLE ELEMENTARY SCHOOL – COMPOSITE FLOOR PLAN

A16.30 WYANDOT MIDDLE ELEMENTARY SCHOOL – ROOF PLAN

A17.10 CVHS9TH GRADE CENTER – COMPOSITE FLOOR PLAN

A17.20 CVHS9TH GRADE CENTER – FIRST FLOOR PLAN DETAILS

AS17.10 CVHS9TH GRADE CENTER – SITE PLAN

A18.10 DAKOTA 9TH GRADE CENTER – COMPOSITE FLOOR PLAN

A19.10 CHIPPEWA VALLEY HIGH SCHOOL – FIRST FLOOR COMPOSITE PLAN

A19.20 CHIPPEWA VALLEY HIGH SCHOOL – SECOND FLOOR COMPOSITE PLAN

A19.30 CHIPPEWA VALLEY HIGH SCHOOL – STADIUM FLOOR PLAN

A20.10 DAKOTA HIGH SCHOOL – FIRST FLOOR COMPOSITE FLOOR PLAN

A20.20 DAKOTA HIGH SCHOOL – SECOND FLOOR COMPOSITE FLOOR PLAN

A20.30 DAKOTA HIGH SCHOOL – ROOF PLAN

A20.31 DAKOTA HIGH SCHOOL – WALL REPAIR DETAILS

A20.40 DAKOTA HIGH SCHOOL – BUILDING TRADES COMPOSITE FLOOR PLAN

A21.10 MOHEGAN HIGH SCHOOL – COMPOSITE FLOOR PLAN

A22.10 LITTLE TURTLE PRE-SCHOOL – COMPOSITE FLOOR PLAN

A23.10 ADMINISTRATION BUILDING - COMPOSITE FLOOR PLAN

A24.10 MAINTENANCE BUILDING – COMPOSITE FLOOR PLAN

R1.0 ROOF DETAILS

END OF SECTION 00851

PROJECT COORDINATION 01041 - 1

SECTION 01041 - PROJECT COORDINATION

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Attention is directed to Division 0, Bidding and Contract Requirements, and to other Sections of Division 1, General Requirements, which are hereby made a part of this Section.

1.02 DESCRIPTION:

A. Each Contractor shall provide the services of a full time

Project Coordinator for the duration of the construction work.

1. Employ someone with not less than (5) five years experience performing coordination work on projects of similar size and scope.

2. Submit name and qualifications to Architect.

B. Provide additional administrative and supervisory personnel as required for the performance of the work including coordination of the various subcontractors in conjunction with the Construction Manager.

1.03 PROJECT COORDINATOR'S DUTIES:

A. Coordinate the work of the various subcontractors in conjunction with the Construction Manager:

1. For temporary utilities.

2. With the work of trades specified in all Divisions.

B. Coordinate the schedules of subcontractors in conjunction with the Construction Manager.

1. Verify timely deliveries of products for installation by other trades.

2. Verify that labor and materials are adequate to maintain schedules.

PROJECT COORDINATION 01041 - 2

C. Maintain conferences among subcontractors and other concerned parties, as necessary to:

1. Maintain coordination and schedules.

2. Resolve matters in dispute.

D. Participate in project meetings:

1. Report progress of work.

2. Recommend needed changes in schedule.

E. Temporary Utilities:

1. Coordinate installation, operation and maintenance, to verify compliance with project requirements and with Contract Documents.

2. Verify adequacy of service at required locations.

F. Shop Drawings, Product Data and Samples:

1. Prior to submittal, review for compliance with Contract

Documents.

a. Check field dimensions and clearance dimensions.

b. Check relation to available space.

c. Review the effect of any changes on the work of other contracts or trades.

d. Check compatibility with equipment and work of

G. Coordination Drawings:

1. Prepare, as required to assure coordination of work or to resolve conflicts.

2. Submit for review and transmittal.

3. Reproduce and distribute approved copies to all concerned parties.

PROJECT COORDINATION 01041 - 3

H. Observe required testing; maintain a record of tests:

1. Testing agency and name of inspector.

2. Subcontractor.

3. Manufacturer's representative present.

4. Date and time of testing.

5. Type of product or work.

6. Type of test and results.

7. Retesting required.

I. Verify that subcontractors maintain accurate record documents.

J. Substitutions and Changes:

1. Review proposals and requests.

a. Check for compliance with Contract Documents.

b. Verify compatibility with work and equipment of

2. Promptly report deficiencies or discrepancies to the Construction Manager.

K. Assemble documentation for handling of claims or disputes.

L. Equipment Start-Up:

1. Check to assure that utilities and specified connections are complete and that equipment is in operable condition.

2. Observe test, adjust and balance.

3. Record results, including time and date of start-up.

M. Inspection and Acceptance of Work:

1. Prior to inspection, check that work is complete and ready for acceptance

PROJECT COORDINATION 01041 - 4

2. Assist Inspector: Prepare list of items to be completed or corrected.

3. Should acceptance of work constitute the beginning of the specified guarantee period, prepare and transmit written notice to Contractor for the Owner.

N. Assemble record documents from subcontractors.

END OF SECTION 01041

REFERENCE STANDARDS 01090 - 1

SECTION 01090 - REFERENCE STANDARDS

PART 1 - GENERAL

1.01 SECTION INCLUDES:

A. Quality assurance.

B. Schedule of references.

1.02 QUALITY ASSURANCE:

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

B. Conform to reference standard by date of issue current on date for receiving bids.

C. Obtain copies of standards when required by Contract

Documents.

D. Maintain copy at job site during submittals, planning, and progress of the specific work, until Substantial Completion.

E. Should specified reference standards conflict with

Contract Documents, request clarification from Architect/Engineer before proceeding.

F. The contractual relationship of the parties to the

Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.04 SCHEDULE OF REFERENCE:

AA Aluminum Association 900 19th Street, N.W. – Suite 300 Washington, DC 20006

AABC Associated Air Balance Council 1518 K Street N.W.

Washington, DC 20005

AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W. – Suite 249 Washington, DC 20001

REFERENCE STANDARDS 01090 - 2

ACI American Concrete Institute P.O. Box 9094 Farmington Hills, MI 48333-9094

ADC Air Diffusion Council 1901 N. Roselle Rd., Suite 800 Schaumburg, IL 60195

AF&PA American Forest & Paper Association 1111 19th Street, NW, Suite 800 Washington, DC 20036

AGC Associated General Contractors of America 2300 Wilson Blvd., Suite 400 Arlington, VA 22201

AI Asphalt Institute 2696 Research Park Drive Lexington, KY 40511-8480

AIA American Institute of Architects 1735 New York Avenue, N.W.

Washington, DC 20006-5292

AISC American Institute of Steel Construction One East Wacker Drive Suite 3100 Chicago, IL 60601-2001

AISI American Iron and Steel Institute 1140 Connecticut Ave - Suite 705 Washington, DC 20036

AITC American Institute of Timber Construction 7012 S. Revere Parkway – Suite 140 Englewood, CO 80112

AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004

ANSI American National Standards Institute 25 West 43rd Street, Fourth Floor New York, NY 10036

APA American Plywood Association Box 11700 Tacoma, WA 98411-0700

REFERENCE STANDARDS 01090 - 3

ARI Air Conditioning and Refrigeration Institute 4100 North Fairfax Drive – Suite 200 Arlington, VA 22203

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers 1791 Tullie Circle, N.E.

Atlanta, GA 30329

ASME American Society of Mechanical Engineers Three Park Avenue New York, NY 10016-5990

ASTM American Society for Testing and Materials 100 Barr Harbor Drive West Conshohocken, PA 19428-2959

AWI Architectural Woodwork Institute 46179 Westlake Drive, Suite 120 Potomac Falls, VA 20165

AWPA American Wood-Preservers' Association P.O. Box 5690 Grandbury, TX 76049

AWS American Welding Society 550 N.W. LeJeune Road Miami, FL 33126

AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235

BIA Brick Institute of America 1350 Centennial Park Drive, Suite 301 Reston, VA 20191

CDA Copper Development Association 260 Madison Avenue - 16th Floor New York, NY 10016

CLFMI Chain Link Fence Manufacturers Institute 10015 Old Columbia Road, Suite B-215 Columbia, MD 21046

CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60173-4758

REFERENCE STANDARDS 01090 - 4

CSSB Cedar Shake and Shingle Bureau P.O. Box 1178 Sumas, WA 98295-1178

DHI Door and Hardware Institute 14150 Newbrook Drive, Suite 200 Chantilly, VA 20151

EJCDC Engineers' Joint Contract Documents Committee American Council of Engineering Companies 1015 15th Street, N.W., 8th Floor Washington, DC 20005

EJMA Expansion Joint Manufacturers Association 25 North Broadway Tarrytown, NY 10591

FGMA Flat Glass Marketing Association 3310 Harrison White Lakes Professional Building Topeka, KS 66611

FM Factory Mutual System Standards Laboratories Department 1151 Boston-Providence Turnpike Norwood, MA 02062

FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) 1800 F Street, NW Washington, DC 20405

GA Gypsum Association 810 First Street N.W. #510 Washington, DC 20002-4268

ICC International Code Council 5203 Leesburg Pike, Suite 600 Falls Church, VA 22041

IEEE Institute of Electrical and Electronics Engineers 345 East 47th Street New York, NY 10017

IMIAC International Masonry Industry All-Weather Council International Masonry Institute 815 15th Street, N.W.

Washington, DC 20005

REFERENCE STANDARDS 01090 - 5

MBMA Metal Building Manufacturer's Association 1300 Sumner Avenue Cleveland, OH 44115-2351

MFMA Maple Flooring Manufacturers Association 60 Revere Drive Northbrook, IL 60062

MIL Military Specification Naval Publications and Forms Center 700 Robbins Avenue, Building 4, Section D Philadelphia, PA 19111-5093

ML/SFA Metal Lath/Steel Framing Association

Division of National Association of Architectural Metal Manufacturers (NAAMM MLIFSA)

600 South Federal Street, Suite 400 Chicago, IL 60605

NAAMM National Association of Architectural Metal Manufacturers 800 Roosevelt Road, Building C, Suite 312 Glen Ellyn, IL 60137

NCMA National Concrete Masonry Association 2302 Horse Pen Road Herndon, VA 22071-3499

NEBB National Environmental Balancing Bureau 8575 Grovement Circle Gaithersburg, MD 20877

NEMA National Electrical Manufacturers' Association 1300 North 17th Street, Suite 1752 Rosslyn, VA 22209

NFPA National Fire Protection Association #1 Battery March Park Quincy, MA 02269-9101

NSWMA National Solid Wastes Management Association 4301 Connecticut Avenue, N.W., Suite 300 Washington, DC 20008-2304

NTMA National Terrazzo and Mosaic Association 201 North Maple, Suite 208 Purceliville, VA 20132

REFERENCE STANDARDS 01090 - 6

PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077

PCI Precast Prestressed Concrete Institute 175 W. Jackson Blvd.-Suite 1859 Chicago, IL 60604-9773

PS Product Standard U.S. Department of Commerce 1401 Constitution Avenue, N.W.

Washington, DC 20230

RIS Redwood Inspection Service Division of California Redwood Association 405 Enfrente Drive Novato, CA 94949

SDI Steel Deck Institute P.O. Box 25 Fox River Grove, IL 60021

SDI Steel Door Institute c/o Wherry Associates 30200 Detroit Road Cleveland, OH 44145-1967

SIGMA Sealed Insulating Glass Manufacturers Association 401 N. Michigan Avenue Chicago, IL 60611

SJI Steel Joist Institute 3127 10th Avenue North Myrtle Beach, SC 29577-6760

SMACNA Sheet Metal and Air Conditioning Contractors' National Association 4201 Lafayette Center Drive Chantilly, VA 20151-1209

SSPC Society for Protective Coatings 40 24th Street, 6th Floor Pittsburgh, PA 15222-4656

TCNA Tile Council of North America, Inc.

100 Clemson Research Blvd.

Anderson, SC 29625

REFERENCE STANDARDS 01090 - 7

TPI Turfgrass Producers International 2 East Main Street East Dundee, IL 60118

UL Underwriters' Laboratories, Inc.

333 Pfingston Road Northbrook, IL 60062-2096

WCLIB West Coast Lumber Inspection Bureau 6980 S.W. Varns Road Tigard, OR 97223

WDMA Window & Door Manufacturers Associations 1400 W. Touhy Avenue, Suite 470 Des Plaines, IL 60018

WWPA Western Wood Products Association 522 SW Fifth Avenue, Suite 500 Portland, OR 97204-2122

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

Not Used

END OF SECTION 01090

ALTERNATES 01100 - 1

SECTION 01100 - ALTERNATES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Attention is directed to Division 0, Bidding and Contract Requirements, and to Division 1, General Requirements, which are hereby made a part of this Section.

1.02 DESCRIPTION OF WORK:

A. This section identifies each Alternate by number, and describes the basic changes to be incorporated into the work, only when the Alternate is made a part of the work by specific provisions in the Owner-Contractor Agreement.

B. Alternate schedule below is part of the Bidding Documents and will be considered in selection of Contractors and awarding contracts.

C. Unless otherwise provided, Owner will accept or reject alternates within one hundred twenty (120) days of date of contract. Owner reserves the right to reject any or all alternates.

1.03 ALTERNATES:

A. General:

1. The descriptions for each alternate listed in the schedule are primarily scope definitions, and do not necessarily detail the full range of materials and processes needed to complete the work as required.

2. Refer to applicable specification sections (Division 2 through 16), and to applicable drawings, for specific requirements of the work, regardless of whether references are so noted in description of each alternative.

3. Coordinate pertinent related work and modify surrounding work as required to properly integrate the work under each Alternate, and to provide the complete construction required by Contract Documents.

4. Referenced sections of specifications stipulate pertinent requirements for products and methods to achieve the work stipulated under each Alternate.

ALTERNATES 01100 - 2

B. Schedule:

1. Alternate No. A1: Provide all labor and materials necessary to furnish and install new 4 foot high aluminum ornamental fence and gates in lieu of 4 foot high black vinyl coated chain link fence in locations indicated on sheets AS1.10, A4.10, A5.10 and A8.10.

END OF SECTION 01100

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 1

SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Attention is directed to Division 0, Bidding and Contract

Requirements, and to other Sections of Division 1, General Requirements, which are hereby made a part of this Section.

A. Submit shop drawings, product data and samples as required by the Contract Documents. Individual submittal requirements are specified in applicable sections for each unit of work.

Receive, check and coordinate all submittals of contractors as provided herein.

B. Definitions:

1. Shop Drawings are drawings, diagrams, schedules and other data specifically prepared for the Work by the Contractor or any subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work.

2. Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work.

3. Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the work will be judged.

1.03 SUBMITTAL REQUIREMENTS:

A. Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittals. Coordinate and sequence different categories of submittals for the same work, and for interfacing units of work, so that one will not be delayed for coordination with another. No extension of time will be allowed because of failure to properly coordinate and sequence submittals.

B. Submit a pdf version of each shop drawing, including fabrication, erection, layout and setting drawings and such other drawings as required under various sections of the Specifications, until final acceptance is obtained. Prepare

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 2

drawings legible, drawing plans, elevations, sections and details in scales required and printable at 100% scale on sheets. Sheets not larger than 30" x 42" nor smaller than 8-1/2” x 11”. Photo reproductions of contract documents are not an acceptable submittal. Submit copies of manufacturer's descriptive data including catalog sheets for materials, equipment and fixtures, showing dimensions, performance characteristics and capacities, wiring diagrams and controls, schedules, and other pertinent information as required.

Where materials describe more than one product or model, clearly identify which is to be furnished.

C. Shop drawings, product data and samples shall be dated including Contractor and Subcontractor dates of submittal and approval, and marked to show the names of the Project, Architect/Engineer, Contractor, origination Subcontractor, manufacturer or supplier, and separate detailer if pertinent.

Shop drawings shall completely identify Specification section and locations at which materials or equipment are to be installed. Reproductions of Contract Drawings are acceptable as Shop Drawings only when specifically authorized in writing by the Architect/Engineer.

D. Submission of shop drawings, product data and samples shall be accompanied by a copy of a transmittal letter containing Project name, Contractor's name, number of drawings, and samples, titles and other pertinent data. Transmittal shall bear signature of the Construction Manager and Contractor as evidence they each have checked same and found them in conformance with the Contract Documents.

E. The Construction Manager and Contractor shall review, approve and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in the work of the Owner or any separate contractor, all Shop Drawings, Product Data and Samples required by the Contract Documents.

F. By approving and submitting Shop Drawings, Product Data and

Samples, the contractor and Construction Manager represents that they each have determined and verified all materials, field measurements, and field construction criteria related thereto, or will do so, and that they each have checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents.

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 3

G. The Contractor shall not be relieved of responsibility for the deviation from the requirements of the Contract Documents by the Architect/Engineer's acceptance of Shop Drawings, Product Data or Samples under Paragraph 13.12 of the AIA A201 General Conditions, 2017 edition, unless the Contractor has specifically informed the Architect/Engineer in writing of such deviation at the time of sub-deviation. The Contractor shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect/Engineer's acceptance thereof.

H. The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data or Samples, to revisions other than those requested by the Architect/Engineer on previous submittals.

I. No portion of the Work requiring submission of a Shop

Drawing, Product Data or Sample shall be commenced until the submittal has been accepted by the Architect/Engineer as provided in Paragraph 13.12 of the AIA A201 General Conditions 2017 edition. All such portions of the Work shall be in accordance with approved submittals.

J. Architect/Engineer will review Shop Drawings, Product Data and Samples as provided in Paragraph 13.12 of the AIA A201 General Conditions 2017 edition. Architect/Engineer will mark each such submittal as follows:

1. Accepted - Where no comment made.

2. Accepted as Noted - Where comments indicated on submittal qualifying, modifying, or otherwise changing it; however, submittal can be used for ordering, fabrication and erection at contractor's own risk until revised submittals have been made, reviewed and stamped approved.

3. Revise & Resubmit – Where comments indicated on submittal require revisions and resubmission prior to ordering and/or fabrication and erection.

4. Rejected – Where proposed submittals do not conform to the contract documents.

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 4

K. Contractor is responsible for obtaining and distributing required prints of shop drawings to his subcontractors and material suppliers; after as well as before final approval.

Prints of reviewed shop drawings shall be made from transparencies which carry the Architect/Engineer's appropriate stamp.

L. Obtain copies of all shop drawings, product data and samples submitted to date and accepted from other contractors.

PARTS 2 and 3 - PRODUCT AND EXECUTION

Not applicable.

END OF SECTION 01340

QUALITY CONTROL 01400 - 1

SECTION 01400 - QUALITY CONTROL

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Attention is directed to Division 0, Bidding and Contract Requirements, and to Division 1, General Requirements, which are hereby made a part of this Section.

1.02 DESCRIPTION:

A. Specific quality control requirements for the work are indicated throughout the contract documents. The term "Quality Control" includes, but is not necessarily limited to, inspection and testing and associated requirements.

This section does not specify or modify Architect's duties relating to quality control and Contract enforcement.

B. Coordinate quality control programs of separate contractors including submittals, conferences and on site programs.

1.03 RESPONSIBILITY:

A. Residual Installing Contractor Responsibility: Whatever required, inspection, testing and similar quality control provisions to be performed by independent agencies (not directly by the Installing Contractor), and not indicated to be Owner's responsibility, shall be the Installing Contractor's responsibility. The costs for those required services by independent testing laboratories are recognized to be included in Contract Sum.

B. Installing Contractor's General Responsibility: No failure of test agencies, whether engaged by Owner or Installing Contractor, to perform adequate inspections or tests or to properly analyze or report results, shall relieve Installing Contractor of responsibility for fulfillment of requirements of contract documents. It is recognized that required inspection and testing program is intended to assist the Installing Contractor, Construction Manager, Owner, Architect, and governing authorities in nominal determination of probable compliances with requirements for certain elements of work. The program is not intended to limit the Installing Contractor's regular quality control program, as needed for general assurance of compliances.

QUALITY CONTROL 01400 - 2

1.04 QUALITY ASSURANCE:

A. General Workmanship Standards: Comply with recognized workmanship quality standards within the industry as applicable to each unit of work, including ANSI standards where applicable. It is a requirement that each category of trades person or installer performing the work be prequalified, to the extent of being familiar with applicable and recognized quality standards for that category of work, and being capable of workmanship complying with those standards.

B. Qualification of Quality Control Agencies: Except where another qualification standard is indicated, and except where it is specifically indicated that use of prime product manufacturer's test facilities is acceptable, engage independent testing laboratories complying with "Recommended Requirements for Independent Laboratory Qualifications" as published by American Council of Independent Laboratories, and specializing in type(s) of inspections and tests required.

1.05 SUBMITTALS:

A. General: Refer to Section 01340, “Shop Drawings, Product Data and Samples” for requirements applicable to inspection and test reports, quality control samples, maintenance agreements, warranties, and similar documentation of quality compliances as required. Refer to individual work sections of Division 2 through 26 for specific certification and submittal requirements.

B. Copies and Distribution: Where inspection and test reports and certifications are required by governing authorities, provide additional copies as required, and where required, send copies directly from inspection or testing agency to governing authority.

1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING:

A. General: Handle, store and protect materials and products, including fabricated components, by methods and means which will prevent damage, deterioration and losses including theft (and resulting delays), thereby ensuring highest quality results as performance of the work progresses.

Control delivery schedules so as to minimize unnecessary long-term storage at project site prior to installation.

QUALITY CONTROL 01400 - 3

PART 3 - EXECUTION:

3.01 PREPARATION FOR INSTALLATION:

A. Pre-Installation Conferences: Well in advance of installation of every major unit of work which requires coordination with other work, Construction Manager will arrange a meeting at the project site with installers and representatives of manufacturers and fabricators who are involved in or affected by the unit of work, and in its coordination or integration with other work which has proceeded or will follow. Advise Architect and Owner of scheduled meeting dates. At each meeting, review progress of other work and preparations for particular work under consideration, including requirements of contract documents, options, related change orders, purchases, deliveries, shop drawings, product data, quality control samples, possible conflicts, compatibility problems, time schedule, weather limitations, temporary facilities, space and access limitations, structural limitations, governing regulations, safety, inspection and testing requirements required performance results, recording requirements, and protection. Record significant discussions of each conference, and agreements and disagreements along with final plan of action. Distribute record of meeting promptly to everyone concerned, including Architect and Owner.

1. Do not proceed with the work if associated pre-installation conference cannot be concluded successfully. Instigate actions to resolve impediments to performance of the work, and reconvene conference at earliest data feasible.

B. Installer's Inspection of Conditions: Require Installer of each major unit of work to inspect substrate to receive the work, and conditions under which the work will be performed, and to report (in writing to the Construction Manager) unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer.

QUALITY CONTROL 01400 - 4

3.02 COORDINATION OF TEST AGENCY WORK:

A. Coordination with Owner's Agencies: Afford access and reasonable time in construction sequence for Owner's inspection and tests to be performed. Cooperate with agencies and provide incidental labor and services needed for the removal and delivery of test samples, and for inspections and taking measurements. Provide patching and restoration services where test samples have been removed, complying with individual technical sections of Divisions 2 through 26.

1. Except for specialized laboratory sampling equipment, and except as otherwise indicated, supply and operate tools and construction equipment needed to obtain test samples from the work, including cutting devices for sawing, drilling, flame-cutting, coring and similar operations. Assist agencies in labeling and packing of test samples removed from the work.

B. Coordination with Installing Contractor's Independent

Agencies: Except for required independent agency activities of inspection, measuring, testing, analyzing, reporting and similar activities, the assignment of labor, equipment, cutting, Patching and similar necessary activities associated therewith are Installing Contractor's option recognizing that entire activity is Installing Contractor's responsibility.

C. Test Agency Responsibilities:

1. Test agencies, regardless of whether engaged by Owner or Installing Contractor, are not authorized to change or negate requirements of Contract Documents. Each agency shall coordinate its assigned work with construction schedule as maintained by Installing Contractor, and shall perform its work promptly so as not to delay the work. Observances (by agencies) having a bearing on the work shall be reported to Architect in most expeditious way possible, and shall be recorded in writing by agency. Agency personnel shall not interfere with or assume duties of Contractor.

2. Reports: The testing agency shall prepare reports of inspections and laboratory tests, including analysis and interpretation of test results where applicable.

Properly identify each report and, where required, provide agency's certification of test results.

Describe test methods used, and compliance with recognized test standards (if any). Complete and submit report at earliest possible date in each case.

QUALITY CONTROL 01400 - 5

3.03 INSTALLATION QUALITY CONTROL:

A. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicate in contract documents.

B. Inspect each item of materials or equipment, immediately prior to installation, and reject damaged and defective items.

C. Provide attachment and connection devices and methods for securing work properly as it is installed; true to line and level, and within recognized industry tolerances, if not otherwise indicated. Allow for expansions and building movements. Provide uniform joint widths in exposed work, organized for best possible visual effect. Refer questionable visual effect choices to Architect for final decision.

D. Recheck measurements and dimensions of the work, as an integral step of starting each installation.

E. Install work during conditions of temperature, humidity, exposed, forecasted weather, and status of project completion which will ensure best possible results for each unit of work, in coordination with entire work. Isolate each unit of work from non-compatible work, as required to prevent deterioration.

F. Coordinate enclosure (closing-in) of work with required inspections and tests, so as to avoid necessity of uncovering work for that purpose.

G. Mounting Heights: Except as otherwise indicated, mount individual units of work at industry-recognized standard mounting heights, for applications indicated. Refer questionable mounting height choices to Architect for final decision.

H. Adjust, clean, lubricate, restore, marred finished, and protect newly installed work, to ensure that it will remain without damage or deterioration during the remainder of construction period.

END OF SECTION 01400

MATERIAL AND EQUIPMENT 01600 - 1

SECTION 01600 - MATERIAL AND EQUIPMENT

1.01 RELATED DOCUMENTS:

A. Attention is directed to Division O, Bidding and Contract Requirements, and to Division 1, General Requirements, which are hereby made a part of this Section.

A. Material and equipment incorporated into the work:

1. Conform to applicable specifications and standards.

2. Comply with size, make, type and quality specified, or as specifically approved in writing by the architect.

3. Manufactured and Fabricated Products:

a. Design, fabricate and assemble in accord with the best engineering and shop practices.

b. Manufacture like parts of duplicate units to standard sizes and gages, to be interchangeable.

c. (2) two or more items of the same kind shall be identical, by the same manufacturer.

d. Products shall be suitable for service conditions.

e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing.

4. Do not use material or equipment for any purpose other than that for which it is designed or is specified.

1.03 MANUFACTURER'S INSTRUCTIONS:

A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, obtain and distribute copies of such, including three copies to Architect.

1. Maintain (1) one set of complete instructions at the job site during installation and until completion.

MATERIAL AND EQUIPMENT 01600 - 2

B. Handle, install, connect, clean, condition and adjust products in strict accord with such instructions and in conformity with specified requirements.

1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with Architect for further instructions.

2. Do not proceed with work without clear instructions.

C. Perform work in accord with manufacturer's instructions. Do not omit preparatory step or installation procedure unless specifically modified or exempted by contract documents.

1.04 TRANSPORTATION AND HANDLING:

A. Arrange deliveries of products in accord with construction schedules, coordinate to avoid conflict with work and conditions at the site.

1. Immediately on delivery, inspect shipments to assure compliance with requirements of contract documents and approved submittals, and that products are properly protected and undamaged.

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

1.05 STORAGE AND PROTECTION:

A. Store products in accord with manufacturer's instructions, with seals and labels intact and legible.

1. Store products subject to damage by the elements in weather tight enclosures.

2. Maintain temperature and humidity within the ranges required by manufacturer's instructions.

B. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration.

MATERIAL AND EQUIPMENT 01600 - 3

C. Preparation After Installation:

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

1.06 SUBSTITUTIONS AND PRODUCT OPTIONS:

A. Products List:

1. Within (14) calendar days after contract date, submit to

Architect/Engineer a complete list of major products proposed to be used, with the name of the manufacturer and the installing subcontractor. Comply with provisions for Contractor's Options and Substitutions.

a. Submit Substitution Request Form 1252 to the

Construction Manager for review and acceptance prior to submission onto Architect for final review.

B. Contractor's Options:

1. For products specified only by reference standard, select any product meeting that standard.

2. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named, which complies with the specifications.

3. For products specified by naming one or more products or manufacturers and "or equal," Contractor must submit a request as for substitutions for any product or manufacturer not specifically named.

4. For products specified by naming only one product and manufacturer, there is no option.

C. Substitutions:

1. For a period of (14) calendar days after contract date, Architect/Engineer will consider written requests from Contractor for substitution of products.

a. Submit Substitution Request Form 1252 to

Construction Manager for review and acceptance prior to submission onto Architect for final review.

MATERIAL AND EQUIPMENT 01600 - 4

2. Submit a separate request for each product, supported with complete data, with drawings and samples as appropriate, including:

a. Comparison of the qualities of the proposed substitution with that specified.

b. Changes required in other elements of the work because of the substitution.

c. Effect on the construction schedule.

d. Cost data comparing the proposed substitution with the product specified.

e. Any required license fees or royalties.

f. Availability of maintenance service, and source of replacement materials.

3. Architect shall be the judge of the acceptability of the proposed substitution except where a change in cost is involved.

D. Contractor's Representation:

1. A request for a substitution constitutes a representation that Contractor:

a. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified.

b. Will provide the same warranties or bonds for the substitution as for the product specified.

c. Will coordinate the installation of an accepted substitution into the work, and meet such other changes as may be required to make the work complete in all respects.

d. Waives all claims for additional costs, under his responsibility which may subsequently become apparent.

E. Architect/Engineer will review requests for substitutions with reasonable promptness, and notify the Construction Manager, in writing, of the decision to accept or reject the requested substitution.

MATERIAL AND EQUIPMENT 01600 - 5

PARTS 2 AND 3 PRODUCTS AND EXECUTION

END OF SECTION 01600

PROJECT CLOSEOUT 01700 - 1

SECTION 01700 - PROJECT CLOSEOUT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including

General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for project closeout, including but not limited to:

1. Inspection procedures.

2. Project record document submittal.

3. Operating and maintenance manual submittal.

4. Submittal of warranties.

5. Final cleaning.

B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 26.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request.

1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum.

a. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

2. Advise Owner of pending insurance change-over requirements.

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

PROJECT CLOSEOUT 01700 - 2

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

5. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes.

B. Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Construction Manager of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Construction Manager of construction that must be completed or corrected before the certificate will be issued.

1. The Architect will repeat inspection when requested and assured that the Work has been substantially completed.

2. Results of the completed inspection will form the basis of requirements for final acceptance.

1.4 FINAL ACCEPTANCE

A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request.

1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required.

2. Submit an updated final statement, accounting for final additional changes to the Contract Sum.

3. Submit a certified copy of the Architect's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Architect.

4. Submit consent of surety to final payment.

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

B. Reinspection Procedure: The Architect will reinspect the

Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect.

PROJECT CLOSEOUT 01700 - 3

1. Upon completion of reinspection, the Architect will prepare a certificate of final acceptance, or advise the Construction Manager of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance.

2. If necessary, reinspection will be repeated. NOTE:

Contractor will be responsible to the Owner for additional fees to pay for Architects services if multiple inspections are required to review incomplete punch list items and/or close punch list items out.

1.5 RECORD DOCUMENT SUBMITTALS

A. General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the Architect's reference during normal working hours.

B. Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately; where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

1. Mark record sets in red or other colors (other than black) to distinguish between variations in separate categories of the Work.

2. Mark new information that is important to the Owner, but was not shown on Contract Drawings or Shop Drawings.

3. Note related Change Order numbers where applicable.

4. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set.

C. Record Specifications: Maintain (1) one complete copy of the Project Manual, including addenda, and (1) one copy of other written construction documents such as Change Orders and modifications issued in printed form during construction. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or

PROJECT CLOSEOUT 01700 - 4

cannot otherwise be readily discerned later by direct observation. Note related record drawing information and Product Data.

1. Upon completion of the Work, submit record Specifications to the Architect for the Owner's records.

D. Record Product Data: Maintain (1) one copy of each Product

Data submittal. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site, and from the manufacturer's installation instructions and recommendations. Give particular attention to concealed products and portions of the Work which cannot otherwise be readily discerned later by direct observation. Note related Change Orders and mark-up of record drawings and Specifications.

1. Upon completion of mark-up, submit complete set of record Product Data to the Architect for the Owner's records.

E. Record Sample Submitted: Immediately prior to the date or dates of Substantial Completion, the Construction Manager will meet at the site with the Architect and the Owner's personnel to determine which of the submitted Samples that have been maintained during progress of the Work are to be transmitted to the Owner for record purposes. Comply with delivery to the Owner's Sample storage area.

F. Miscellaneous Record Submittals: Refer to other

Specification Sections for requirements of miscellaneous record-keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference.

Submit to the Architect for the Owner's records.

G. Maintenance Manuals: Organize operating and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual heavy-duty 2-inch, 3-ring vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information:

1. Emergency instructions.

2. Copies of warranties.

3. Recommended maintenance.

PROJECT CLOSEOUT 01700 - 5

4. Inspection procedures.

5. Product Data.

6. Maintenance Manuals be submitted in a “searchable” PDF format delivered on thumb drive.

H. Submit (2) two hard copies and (1) one thumb drive with PDF electronic files of marked up and final documents to the…