BAISD LLC-Bay Campus Project # 2613 Interior Renovations.pdf

PROJECT MANUAL

Interior Renovations for:

Bay Arenac ISD

Living and Learning Center 1435 W. Center Rd.

Essexville, MI 48732.

Prepared For: Bay Arenac ISD 4228 Bay-Arenac Dr.

Bay City, MI 48706

Prepared By:

Project Number: 2613

Date: BID SET MAY 11, 2026

PAGE 1 OF 1 00010

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SECTION 00010

PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Bay Arenac ISD Living and Learning Center, located at: 1435 W. Center Rd., Essexville, MI 48732.

B. Architect's Project Number: 2613 C. The Owner, hereinafter referred to as Owner: Bay Arenac ISD D. Owner's Project Manager: Ken Kerr.

1. Department: Supervisor, Building Operations.

2. Address: 4155 Monitor Rd..

3. City, State, Zip: Bay City, MI 48706.

4. Phone/Fax: 989-667-3619.

5. E-mail: kerrk@baisd.net.

1.02 PROJECT DESCRIPTION

A. Summary Project Description: Interior renovations.

B. Contract Scope: Construction and demolition.

C. Contract Terms: Lump sum (fixed price, stipulated sum).

1.03 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: TSSF Architects Inc..

1. Address: 122 N. Washington Ave.

2. City, State, Zip: Saginaw, MI 48607.

3. Phone/Fax: 989-752-7311.

4. E-mail: chris@tssfinc.com.

1.04 PROCUREMENT TIMETABLE

A. The Owner reserves the right to change the schedule or terminate the entire procurement process at any time.

1.05 PROCUREMENT DOCUMENTS

A. Availability of Documents: Complete sets of procurement documents may be obtained:

1. From Owner at the Project Manager's address listed above.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

00011 #2546

DOCUMENT 00011

TABLE OF CONTENTS

INTERIOR RENOVATIONS FOR BAY ARENAC LIVING AND LEARNING CENTER

SERIES 0 – DOCUMENTS

Section 00010 Project Information

00011 Table of Contents 00100 List of Drawing Sheets 00150 Advertisement for Bids 00300 Instructions to Bidders 00400 Bid Form 00610 Performance, Labor, and Material Bonds 00650 Insurance Requirements 00720 General Conditions

DIVISION 1 – GENERAL REQUIREMENTS

01200 Price and Payment Procedures 01210 Allowances and Alternates 01700 Execution and Closeout Requirements

DIVISION 2 – SITE CONSTRUCTION

02410 Minor Demolition for Remodeling

DIVISION 3 – CONCRETE

03050 Basic Concrete Materials

DIVISION 4 – MASONRY

NOT USED

DIVISION 5 – METALS

05400 Cold-Formed Metal Framing

DIVISION 6 – WOOD AND PLASTICS

06100 Rough Carpentry

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07900 Joint Sealers

DIVISION 8 – DOORS AND WINDOWS

08110 Steel Doors and Frames 08710 Door Hardware

00011 #2546

DIVISION 9 – FINISHES

09211 Gypsum Board Assemblies 09510 Acoustical Ceilings 09650 Resilient Flooring 09900 Paints and Coatings

DIVISION 10 – SPECIALITIES

10800 Toilet, Bath, and Lavatory Accessories

DIVISION 11 – EQUIPMENT

NOT USED

DIVISION 12 – FURNISHINGS

NOT USED

DIVISION 13 – SPECIAL CONSTRUCTION

NOT USED

DIVISION 14 – CONVEYING SYSTEMS

NOT USED

DIVISION 15 – MECHANICAL – SEE DRAWINGS

DIVISION 16 – ELECTRICAL – SEE DRAWINGS

PAGE 1 OF 1 00015

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SECTION 00015

LIST OF DRAWING SHEETS

T1.0- COVER SHEET

ARCHITECTURAL

A0.2 – GENERAL INFORMATION SHEET

A0.3 – GENERAL INFORMATION SHEET

A0.4 – GENERAL INFORMATION SHEET

D2.0 - DEMOLITION PLAN

A2.0 – FLOOR PLAN

A9.0 – REFLECTED CEILING PLAN

MECHANICAL

M0.0 – SPECIFICATIONS

M1.0 – PARTIAL HVAC PLANS

PLUMBING

P0.0 – SPECIFICATIONS

P1.0 – PARTIAL PLUMBING PLANS

ELECTRICAL

E0.0 – ELECTRICAL SPECIFICATIONS AND NOTES

E2.0 – ELECTRICLA POWER PLANS

E3.0 – ELECTRICAL LIGHTING PLANS

E5.0 – ELECTRICAL PANEL SCHEDULES AND DETAIL

E5.0 – ELECTRICAL RISER DIAGRAM

00150 #2613

SECTION 00150

ADVERTISEMENT FOR BIDS

FROM:

1.01 THE OWNER (HEREINAFTER REFERRED TO AS OWNER):

A. Bay Arenac ISD B. Address:

1435 W. Center Rd.

Essexville, MI, 48732

1.02 AND THE ARCHITECT (HEREINAFTER REFERRED TO AS ARCHITECT):

A. TSSF Architects Inc.

B. Address:

122 N. Washington Ave.

Saginaw, MI 48607

1.03 DATE: MAY 11, 2026

1.04 TO: POTENTIAL BIDDERS

A. Your firm is invited to submit an offer under seal to Owner for the Living and Learning Center Interior Renovations in a facility located at the above address before 1:00 pm local standard time on the 28th day of May, 2026, for:

B. Project: Bay Arenac ISD Living and Learning Center Interior Renovations C. Architect's Project Number: 2613.

D. All bidders are required to prequalify to the requirements described in Document 00300 -

Instructions to Bidders.

E. Documents may be obtained only by General Contract. Others may view the Bid Documents at the office of the Architect.

F. Bidders will be required to provide Bid security in the form of a Bid Bond of a sum no less than

5 percent of the Bid Amount.

G. Refer to other bidding requirements described in Document 00300 - Instructions to Bidders.

H. Submit your offer on the Bid Form provided. Bidders may supplement this form as appropriate.

I. Your offer will be required to be submitted under a condition of irrevocability for a period of 30 days after submission.

J. The Owner reserves the right to accept or reject any or all offers.

PAGE 1 OF 2 00300

#2613

SECTION 00300

INSTRUCTIONS TO BIDDERS

SUMMARY

1.01 SEE AIA A701, INSTRUCTIONS TO BIDDERS AVAILABLE AT THE OFFICE OF THE

ARCHITECT.

1.02 RELATED DOCUMENTS

A. Document 00150 - Advertisement for Bids.

B. Document 00400 - Bid Form.

INVITATION

2.01 BID SUBMISSION

A. Bids signed and under seal, executed, and dated will be received at the office of the Owner at 4228 Bay-Arenac Dr. Bay City, MI 48706 at the Administration Building Front Desk before 1:00 p.m. local standard time on 05/28/2025.

B. Offers submitted after the above time will be returned to the bidder unopened.

C. Along with the Bids, the Familiar Disclosure Form, Assurances and Certifications, and Affidavit of Compliance – Iran Economic Sanctions Act should be signed and completed with the submittal. These formas are behind the Bid Form section 00500 in the specifications.

2.02 WAGE RATES

A. Bay County Prevailing wage requirements are required on this project. Submission of weekly payroll with statement of compliance with original signature during the project are encouraged.

2.03 CONTRACT TIME

A. Identify Contract Time in the Bid Form. The completion date in the Agreement shall be the Contract Time added to the commencement date.

BID DOCUMENTS AND CONTRACT DOCUMENTS

3.01 INQUIRIES/ADDENDA

A. Direct questions to Chris Bohinski, email; chris@tssfinc.com.

B. Addenda may be issued during the bidding period. All Addenda become part of Contract

Documents. Include resultant costs in the Bid Amount.

C. Verbal answers are not binding on any party.

SITE ASSESSMENT

4.01 SITE EXAMINATION

A. Examine the project site before submitting a bid.

4.02 PREBID CONFERENCE

A. A mandatory bidders conference has been scheduled for 2:30 p.m. on 05/18/2026 at the location of 1435 W. Center Rd. Essexville, MI 48732. Visitors should meet near the gated playground around the back of the building.

BID ENCLOSURES/REQUIREMENTS

5.01 SECURITY DEPOSIT

A. Bids shall be accompanied by a security deposit as follows:

1. Bid Bond of a sum no less than 5 percent of the Bid Amount on AIA A310 Bid Bond Form.

B. Endorse the Bid Bond in the name of the Owner as obligee, signed and sealed by the principal (Contractor) and surety.

C. The security deposit will be returned after delivery to the Owner of the required Performance and Payment Bond(s) by the accepted bidder.

PAGE 2 OF 2 00300

#2613

D. Include the cost of bid security in the Bid Amount.

E. If no contract is awarded, all security deposits will be returned.

OFFER ACCEPTANCE/REJECTION

6.01 DURATION OF OFFER

A. Bids shall remain open to acceptance and shall be irrevocable for a period of sixty (60) days after the bid closing date.

6.02 ACCEPTANCE OF OFFER

A. Owner reserves the right to accept or reject any or all offers.

B. After acceptance by Owner, Architect on behalf of Owner, will issue to the successful bidder, a written Bid Acceptance.

PAGE 1 OF 2 00400

SECTION 00400

BID FORM

THE PROJECT AND THE PARTIES

1.01 TO:

A. Bay Arenac ISD Ken Kerr 4228 Bay-Arenac Dr.

Bay City, Michigan 48706

1.02 FOR:

A. Project: Interior Renovations for Bay Arenac ISD Living & Learning Center

1.03 DATE: ______________ (BIDDER TO ENTER DATE)

1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS)

A. Bidder's Full Name _________________________

1. Address _________________________

2. City, State, Zip_________________________

1.05 OFFER

A. Having examined the Place of The Work and all matters referred to in the Instructions to

Bidders and the Bid Documents prepared by ________ for the above-mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Sum of:

_________________________________________________________ dollars ($______________________), in lawful money of the United States of America.

B. We have included the required security deposit as required by the Instruction to Bidders.

C. We have included the required performance assurance bonds in the Bid Amount as required by the Instructions to Bidders.

D. All applicable federal taxes are included and State of ________ taxes are included in the Bid

Sum.

E. All Cash and Contingency Allowances described in Section 01210 - Allowances are included in the Bid Sum.

F. Deductive Alternate No. 1 Owner provided walls and doors removed from base bid.

_________________________________________________Dollars (Bid in Words) (Bid in Figures)

1.06 ACCEPTANCE

A. This offer shall be open to acceptance and is irrevocable for thirty days from the bid closing date.

B. If this bid is accepted by Owner within the time period stated above, we will:

1. Execute the Agreement within seven days of receipt of Notice of Award.

1.07 CONTRACT TIME

A. If this Bid is accepted, we will:

B. Complete the Work in _____________________ calendar weeks from Notice to

Proceed. (Bidder to enter number of weeks.)

PAGE 2 OF 2 00400

1.08 CHANGES TO THE WORK

A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be:

1. ______ percent on the cost of work done by any Subcontractor.

B. On work deleted from the Contract, our credit to Owner shall be Architect-approved net cost plus _________ of the overhead and profit percentage noted above.

1.09 ADDENDA

A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum.

1. Addendum # _______ Dated ________________.

2. Addendum # _______ Dated ________________.

1.10 BID FORM SIGNATURE(S)

A. The Corporate Seal of B. ____________________________________________

(Bidder - print the full name of your firm) C. was hereunto affixed in the presence of:

D. ____________________________________________

(Authorized signing officer, Title) E. (Seal)

F. (Authorized signing officer, Title)

Familial Disclosure Form

The undersigned, the owner or authorized officer of _____________________________ (the “Proposer”), pursuant to the familial disclosure requirement provided in the Bay-Arenac Intermediate School District Request of Proposals and Specifications, hereby represent and warrant, except as provided below, that no familial relationship exist between bidder(s) or any employee of BAISD, and any member of the Board of Education of the School District or the Superintendent of the Schools or the LEAs listed in the Request for Proposal.

List any Familial Relationships:

Dated: __________________________ PROPOSER: ______________________________

By: ______________________________________

Its: ______________________________________ State of Michigan ) County of _______ )ss:

This instrument was acknowledged before me on the _____ day of _________________, 20__, by

_________________________________(Signature) __________________________________(Printed) Notary Public, ______________ County, Michigan My Commission Expires: ____________________ Acting in the County of ______________________

Assurances and Certifications

Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion

The prospective contractor certifies, by submission of this proposal, that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded for from participating in this transaction by any Federal department of agency. Where the prospective contractor is unable to certify to any of the statements in this certification, such prospective contractor shall attach an explanation to this proposal.

Certification Regarding Nondiscrimination Under Federally and State Assisted Programs

The applicant herby agrees that it will comply with all federal and Michigan laws and regulations prohibiting discrimination and, in accordance therewith, no person, on the basis of race, color, religion, national origin or ancestry, age, sex, marital status or handicap, shall be discriminated against, excluded from participation in, denied the benefits of, or otherwise be subjected to discrimination in any program or activity for which it is responsible or for which it receives financial assistance from the U.S. Department of Education or the MDE.

Assurance Regarding Access to Records and Financial Statements

The applicant hereby assures that it will provide the pass-through entity, i.e., Bay-Arenac ISD, and auditors with access to the records and financial statements as necessary for the pass-through entity to comply with Section 400 (d) (4) of the U.S. Department of Education Compliance Supplement for A-133.

Iran Economic Sanctions Act

The prospective contractor certifies that its organization, by submission of this proposal, is not an Iran Linked Business. Please refer to the “Iran Economic Sanction Act” Public Act 517 for clarifications or questions.

Bay-Arenac ISD as a Michigan public entity is required to follow Public Act 517 of 2012.

Dated: __________________________ PROPOSER: ______________________________

By: ______________________________________

Its: ______________________________________ State of Michigan ) County of _______ )ss:

This instrument was acknowledged before me on the _____ day of _________________, 20__, by

_________________________________(Signature) __________________________________(Printed) Notary Public, ______________ County, Michigan My Commission Expires: ____________________ Acting in the County of _______________

Affidavit of Compliance – Iran Economic Sanctions Act

All Bids shall be accompanied by a sworn statement disclosing any Iran Linked Business relationship that exists within the owners, including its officers, director, and employees.

The undersigned, the owner or authorized officer of __________________________________ (the “Bidder”), pursuant to Michigan Public Act No . 517 of 2012, the “Iran Linked Business” requirement provided in the BAISD Consortium Universal Service Fund Request for Proposals hereby represents and warrants that the bidder, including its officers, directors and employees, is not and “ Iran Linked Business” within the meaning of the applicable Public Act, and that in the event bidder is awarded a contract as a result of this RFP, the contract. The bidder further acknowledges that any person who is found to have submitted a false certification is responsible for a civil penalty of not more than $250,000 or 2 times the amount of the contract or proposed contract for which the false certification was made, whichever is greater, the cost of the District investigation, and reasonable attorney fees, in addition to the fine. Moreover, any person who submitted a false certification shall be ineligible to bid on future Requests for Proposals (RFPs) for three (3) years from the date that it is determined that the person has submitted the false certification.

There is not an “Iran Linked Business” that exists within the bidder and/or owner, officers, directors and employees.

Bidder: __________________________________________________ (Company Name)

By: __________________________________________________ (Signature)

Its: __________________________________________________ (Title)

This instrument was acknowledged before me, a Notary Public, in and for

________________________ County, on this ________ day of ___________________ 20_____

____________________________________________________ SS:

(Notary Public Signature)

My commission Expires: __________________________

Acting in the County of: ___________________________

00610 #2613

SECTION 00610

PERFORMANCE, LABOR, AND MATERIAL BONDS

PART 1 GENERAL

1.1 BONDS REQUIRED

A. The successful Contractor, shall within fifteen (15) days after acceptance of his proposal, furnish a Performance Bond, in an amount equal to one hundred percent (100%) of the contract sum as security for the faithful performance of this contract and also a Labor and Material Payment Bond in an amount not less than one hundred percent (100%) of the contract sum as security for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract.

B. Cost of said bonds shall be included as a part of the Base Bid.

C. The Contractor shall obtain such bonds in a manner consistent with Michigan law.

D. Bonds signed by Attorney-In-Fact must be accompanied by a certified and effectively dated copy of their Power of Attorney.

1.2 RELATED SECTIONS

A. Section 00500 - Agreement Between Owner and Contractor

B. Section 00700 - General Conditions of the Contract

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

PAGE 1 OF 2 00720

SECTION 00720

GENERAL CONDITIONS

FORM OF GENERAL CONDITIONS

2.01 THE 2017 EDITION OF THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION (AIA DOCUMENT A-201), IS HEREBY MADE A PART OF THIS CONTRACT

AND SHALL BE AS FULLY BINDING ON ALL CONTRACTORS AND SUBCONTRACTORS AS

IF BOUND HEREIN.

2.02 THIS DOCUMENT MAY BE INSPECTED AT THE OFFICE OF THE ARCHITECT.

CONTRACTOR RESPONSIBILITY

4.01 PRIOR TO THE BEGINNING OF CONSTRUCTION, THE GENERAL CONTRACTOR SHALL

ACQUAINT EACH CONTRACTOR, SUBCONTRACTOR, SUPERINTENDENT OF

CONSTRUCTION, FOREMAN, WORKMAN, SUPPLIER, OR OTHERS WHO ARE OR WILL BE

RESPONSIBLE FOR THE EXECUTION OF ANY TRADE UNDER THIS CONTRACT WITH ALL

PROVISIONS OF THE CONDITIONS OF THE CONTRACT (GENERAL, AND OTHER

CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, ALL ADDENDA ISSUED PRIOR TO

BID, AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT.

01200

SECTION 01200

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

1.02 SCHEDULE OF VALUES

A. Use Schedule of Values Form: AIA G703, edition stipulated in the Agreement.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval.

C. Forms filled out by hand will not be accepted.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

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

B. Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Balance to Finish.

9. Retainage.

F. Execute certification by signature of authorized officer.

G. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

H. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

I. Submit one electronic copy of the Application for Payment.

1.04 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor.

B. For other required changes, Architect will issue a document signed by Owner instructing

Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2. Promptly execute the change.

C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 5 days.

D. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation.

E. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

F. Substantiation of Costs: Provide full information required for evaluation.

G. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.05 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01700.

SECTION 01210

ALLOWANCES AND

ALTERNATES

A. Contingency allowance.

1.02 CONTINGENCY ALLOWANCE

A. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead and profit will be included in Change Orders authorizing expenditure of funds from this Contingency Allowance.

B. Funds will be drawn from the Contingency Allowance only by Change Order.

C. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by

Change Order.

1.03 ALLOWANCES SCHEDULE

A. Contingency Allowance: Include the stipulated sum/price of $2,500.00 for use upon Owner's instructions.

1.04 ALTERNATES

A. DEDUCTIVE ALTERNATE NO. 1: This alternate contemplates the owner providing demountable partitions and doors in lieu of the gypsum board walls and hollow metal doors and frames for Offices 103, 104 and 105. Please provide deduct for removal of walls and doors.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01700

SECTION 01700

EXECUTION AND CLOSEOUT REQUIREMENTS

A. Examination, preparation, and general installation procedures.

B. Cutting and patching.

C. Surveying for laying out the work.

D. Cleaning and protection.

E. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

F. General requirements for maintenance service.

1.02 RELATED REQUIREMENTS

A. Section 078400 - Firestopping.

1.03 QUALIFICATIONS

A. For surveying work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities, B. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.

1.04 PROJECT CONDITIONS

A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

B. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitution.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

3.03 LAYING OUT THE WORK

A. Verify locations of survey control points prior to starting work.

B. Promptly notify Architect of any discrepancies discovered.

C. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

D. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons.

E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect.

F. Utilize recognized engineering survey practices.

G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means:

1. Site improvements including pavements; stakes for grading, fill and topsoil placement;

utility locations, slopes, and invert elevations.

2. Grid or axis for structures.

3. Building foundation, column locations, ground floor elevations.

H. Periodically verify layouts by same means.

I. Maintain a complete and accurate log of control and survey work as it progresses.

3.04 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.05 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. Perform whatever cutting and patching is necessary to:

1. Complete the work.

2. Fit products together to integrate with other work.

3. Provide openings for penetration of mechanical, electrical, and other services.

4. Match work that has been cut to adjacent work.

5. Repair areas adjacent to cuts to required condition.

6. Repair new work damaged by subsequent work.

7. Remove samples of installed work for testing when requested.

8. Remove and replace defective and non-complying work.

C. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.

D. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

F. Restore work with new products in accordance with requirements of Contract Documents.

G. Fit work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 078400, to full thickness of the penetrated element.

I. Patching:

1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.

2. Match color, texture, and appearance.

3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.

3.06 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.

3.07 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

B. Provide special protection where specified in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.

3.08 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

3.09 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.

B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.

C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment.

D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.

E. Clean filters of operating equipment.

F. Clean site; sweep paved areas, rake clean landscaped surfaces.

G. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;

dispose of in legal manner; do not burn or bury.

3.10 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities.

1. Provide copies to Architect and Owner.

B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion.

C. Notify Architect when work is considered ready for Architect's Substantial Completion inspection.

D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection.

E. Conduct Substantial Completion inspection and create Final Correction Punch List containing

Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect.

F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas.

G. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection.

H. Complete items of work determined by Architect listed in executed Certificate of Substantial Completion.

3.11 MAINTENANCE

A. Provide service and maintenance of components indicated in specification sections.

B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one year from the Date of Substantial Completion or the length of the specified warranty, whichever is longer.

C. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required.

D. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component.

E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the Owner.

02410

SECTION 02410

MINOR DEMOLITION FOR REMODELING

1.1 SUMMARY

A. This work includes the demolition and removal of building and structures, site improvements adjacent to a building or structure to be demolished, removal of below-grade improvements, and disconnection, capping or sealing, and removal of utilities and equipment adjacent to building.

Work includes, but is not limited to, furnishing all labor, materials, appliances, equipment, and incidentals necessary to complete the following:

* Complete demolition and removal of existing building(s), foundations, pads, and sidewalks adjacent to building.

* Disconnection of utility services in accordance with requirements of agency having jurisdiction of each utility.

* Other demolition, excavation and removals as required to accommodate the Work.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or recycled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Owner ready for use.

C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed, and salvaged, or recycled.

1.3 SUBMITTALS

A. Qualification Data: For demolition firm.

B. Proposed Environmental Protection, Dust Control, and Noise Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. Control the spread of dust and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions, such as ice, flooding, or pollution. Comply with all dust regulations imposed by local air pollution agencies.

C. Submit proposed salvage, demolition, and removal procedures to the Owner and Owner’s Representative before Work is started. Comply with the requirements of Section 017419 – Construction Waste Management and Disposal. Procedures will provide for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utilities, a detailed description of methods and equipment to be used for each operation, and of the sequence of operations.

D. Schedule of Building Demolition Activities: Indicate the following:

1. Detailed sequence of demolition and removal work, with starting and ending dates for each activity.

2. Interruption of utility services.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Locations of temporary protection and means of egress.

E. Inventory: After building demolition is complete, submit a list of items that have been removed or salved.

F. Pre-demolition Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by building demolition operations. Submit before Work begins.

G. Landfill records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.5 QUALITY ASSURANCE

A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent t that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

C. Comply with ANSI A10.6 and NFPA 241.

D. Pre-demolition Conference: Conduct conference at Project site. Review methods and procedures related to building demolition, including, but not limited to, the following:

1. Inspect and discuss condition of construction to be demolished.

2. Review structural load limitations of existing structures.

3. Review and finalize building demolition schedule and verify availability of demolition personnel, equipment, and facilities to make progress and avoid delays.

4. Review and finalize protection requirements.

1.6 PROJECT CONDITIONS

A. Provide Owner not less than 3 days’ notice prior to demolition activities.

B. Furniture and other unattached portable equipment to be salvaged will be removed by the Owner

C. Maintain across to existing walkways and other adjacent occupied or used facilities. Do not close or obstruct walkways, exits, or other occupied or used facilities without written permission from authorities having jurisdiction.

D. Owner assumes no responsibility for buildings and structures to be demolished.

1. Conditions existing at time of inspection for bidding purposes will be maintained by Owner as far as practical.

E. Storage or sale of removed items or materials on site is not permitted.

PART 2 – PRODUCTS

2.1 SOILS MATERIALS

A. Satisfactory soils: ASTM D 2487 soil classification groups, GW, GP, GM, CL, SW, SP, ML and SM, or a combination of these group symbols; free of organic matter, ash, cinders, debris, waste, frozen materials, vegetation, and other deleterious matter; and with plasticity index less than 10, and containing less than 15 percent by weight rock fragments larger than 3 inches, less than 30 percent by weight larger than 3/4-inch and less than 30 percent by weight smaller than No. 200; or on of the following:

1. Clean well graded soils acceptable to Owner’s Representative and contractor’s Civil Engineer, if required by Owner’s Representative, with good strength characteristics with a maximum particle size of 3 inches and containing not more than 20 percent silt/clay by weight. On-site shot-rock meeting this requirement will be considered satisfactory.

2. On-site soils identified in Report of Geologic Exploration as Stratum I, II, and III if maintained at optimum moisture content.

3. Crushed and processed asphalt and masonry rubble from demolition activities may be used for infill of below grade voids once building has been demolished only where approved by the Owner’s Representative.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Survey existing conditions and correlate with requirements indicated to determine extent of building demolition required.

B. Inventory and record the condition of items to be removed and salvaged.

C. When unanticipated mechanical, electrical, or structural elements are encountered, investigate, and measure the nature and extent of the element. Promptly submit a report to the Owner and Owner’s Representative.

D. Verify that hazardous materials have been remediated before proceeding with building demolition operations.

3.2 PREPARATION

A. Existing utilities remaining on site: Locate, identify, disconnect, and seal or cap off indicated utilities serving building to be demolished in accordance with respective utility requirements.

1. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing.

2. Arrange to shut off indicated utilities with respective utility companies.

3. If utility services are required to be removed, relocated, or abandoned, before proceeding with building demolition provide temporary utilities that bypass building and structures to be demolished and that maintain continuity of service to other buildings and structures, if applicable.

4. Cut off pipe or conduit a minimum of 24 inches below grade. Cap, valve, or plug and seal.

5. Remove refrigerant from air conditioning equipment before starting demolition.

B. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of demolition.

3.3 DEMOLITION GENERAL

A. General: Demolish indicated existing building completely. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Do not use cutting torches until work area is cleared of flammable materials.

Maintain fire watch and portable fire-suppression devices during flame-cutting operations.

2. Maintain adequate ventilation when using cutting torches.

3. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

B. Engineering surveys: Perform surveys as the Work progresses to detect hazards that may result from building demolition activities.

C. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from the Owner and authorities having jurisdiction.

Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction.

2. Use water mist or other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

3.4 MECHANICAL DEMOLITION

A. Remove buildings, structures, and other improvements intact when permitted by authorities having jurisdiction.

B. Remove debris from elevated portions by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

1. Remove structural framing members and lower to ground by method suitable to minimize ground impact or dust generation.

C. Below-Grade Construction: Remove below-grade construction, including foundation walls and footings, completely unless otherwise indicated.

D. Existing Utilities: Demolish and remove existing utilities and below-grade utility structures to a point a minimum of 5 feet beyond the building or to practical point as determined by the Owner’s Representative.

E. Mechanical Equipment: Remove and dispose of mechanical equipment off-site in accordance with all local, county, state, and federal lows, ordinances, and codes.

3.5 EXPLOSIVE DEMOLITION

A. Explosives: Use of explosives is not permitted.

3.6 SITE RESTORATION

A. Below-Grade Areas: Completely fill below-grade areas and voids or depressions resulting from building demolition operations with satisfactory materials and compacted to 90% minimum dry density according to ASTM D698. Areas shall be flush with existing grade and provide positive drainage. Stabilize area with annual ryegrass.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner’s property, remove demolished material from Project site, and legally dispose of them in an EPA-approved landfill. Comply with federal, state, and local hauling and disposal regulations.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not set fire to structures. Burning of burn demolished materials and debris will not be permitted.

C. Disposal: Transport demolished materials off Owner’s property and legally dispose of them.

3.8 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began.

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SECTION 03050

BASIC CONCRETE MATERIALS AND METHODS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Formwork.

2. Reinforcement.

3. Accessories.

4. Cast-in place concrete.

5. Finishing and curing.

1.2 SYSTEM DESCRIPTION

A. Design, engineer and construct formwork, shoring and bracing in accordance with ACI 301, ACI 318 to conform to design and applicable code requirements to achieve concrete shape, line and dimension.

B. Vapor Retarder Permeance: Maximum 1 perm when tested in accordance with ASTM E96, Procedure A.

1.3 SUBMITTALS

A. Shop Drawings:

1. Indicate pertinent dimensioning, form materials, arrangement of joints and ties, location of bracing and temporary supports, schedule of erection and stripping.

2. Indicate reinforcement sizes, spacings, locations, and quantities, bending and cutting schedules, supporting and spacing devices.

3. Indicate sidewalks and slabs-on-grade.

B. Product Data: Indicate admixtures and anchors.

C. Design Data: Submit mix designs.

1.4 QUALITY ASSURANCE

A. Construct and erect concrete formwork in accordance with ACI 301 and ACI 318.

B. Perform concrete reinforcing work in accordance with ACI 301, ACI 315, ACI 318 and CRSI Manual of Practice.

C. Perform cast-in-place concrete work in accordance with ACI 301, ACI 318 and ACI 305.

D. Design Work under direct supervision of Professional Engineer experienced in design of this Work and licensed at Project location.

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PART 2 PRODUCTS

2.1 FORM MATERIALS AND ACCESSORIES

A. Plywood: PS 1, C Grade, any species; sound undamaged sheets with clean true edges.

B. Lumber: any species.

C. Prefabricated Steel Type: Minimum 16 gage, matched, tight fitting, stiffened to support weight of concrete.

D. Form Release Agent: Colorless mineral oil not capable of staining concrete or impairing natural bonding characteristics of coating intended for use on concrete.

E. Formed Construction Joints for Slab-on-Grade: Galvanized steel, tongue and groove type profile, knockout holes to receive doweling.

F. Slab Edge Joint Filler: ASTM D1751, Pre-molded asphaltic board, ½ inch thick.

G. Vapor Retarder: ASTM E1745 Class A; 6 mil thick clear polyethylene film; type recommended for below grade application. Furnish joint tape recommended by manufacturer.

2.2 REINFORCEMENT MATERIALS

A. Deformed Reinforcement: ASTM A615/A615M; 60 ksi yield strength, steel bars, unfinished.

B. Welded Plain Wire Fabric: ASTM A185; in flat sheets; unfinished.

C. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for support of reinforcing; plastic tipped or non-corroding for supports in slabs forming finished ceilings or where supports are exposed to weather.

D. Fabricate concrete reinforcement in accordance with CRSI Manual of Practice, ACI 301 and ACI 318 code.

E. Weld reinforcement in accordance with AWS D1.4.

2.3 CONCRETE MATERIALS

A. Cement: ASTM C150, Normal-Type I, Portland type.

B. Fine and Coarse Aggregates: ASTM C33.

C. Water: Clean and not detrimental to concrete.

D. Air Entrainment Admixture: ASTM C260.

E. Bonding Agent: Latex emulsion.

F. Non-shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents.

2.4 COMPOUNDS, HARDENERS AND SEALERS

A. Chemical Hardener/Sealer: Lapidolith manufactured by Sonneborn Building Products.

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2.5 CONCRETE MIX

A. Mix and deliver concrete in accordance with ASTM C94/C94M, Option A.

B. Furnish concrete of the following strength:

1. Footings

a. Compressive strength 3,000 psi at 28 days.

b. Slump: 3 inches maximum

2. Interior slabs

a. Compressive strength: 3500 psi at 28 days

b. Slump: 4 inches maximum

3. Exterior slabs, After Hours Night Deposit

a. Compressive strength: 4500 psi at 28 days

b. Slump: 4 inches maximum

C. Select admixture proportions for normal weight concrete in accordance with ACI 318.

D. Add air entraining agent to concrete mix for concrete work exposed to exterior.

PART 3 EXECUTION

3.1 FORMWORK ERECTION

A. Erect formwork, shoring and bracing to achieve design requirements.

B. Camber slabs and framing to achieve ACI 301 tolerances.

C. Provide bracing to ensure stability of formwork.

D. Apply form release agent to formwork prior to placing form accessories and reinforcement.

E. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings affected by agent.

F. Clean forms as erection proceeds, to remove foreign matter.

3.2 INSERTS, EMBEDDED COMPONENTS, AND OPENINGS

A. Provide formed openings where required for work to be embedded in and passing through concrete members.

B. Coordinate work of other sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts.

C. Install concrete accessories straight, level, and plumb.

D. Place formed construction joint device in floor slab pattern pouring sequence.

E. Place joint filler at perimeter of floor slab, penetrations and isolation joints.

3.3 REINFORCEMENT PLACEMENT

A. Place reinforcement, supported and secured against displacement.

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B…