PLUMBING REPLACEMENT PROJECT SOUTHRIDGE …

PLUMBING REPLACEMENT PROJECT

SOUTHRIDGE CONDOMINIUM ASSOCIATION

PROJECT SPECIFICATIONS

PREPARED FOR

Southridge Condominium Association South Lyon, Michigan

CLIENT CONTACT

Southridge Condominium Association 61106 Greenwood Drive

South Lyon, Michigan 60301 Attn: Eric Mondrush

WEC PROJECT #: 17C-417

DATE OF REPORT: November 14, 2017

PREPARED BY:

Grant Ostreko, CDT Associate Engineer

REVIEWED BY:

Mark Waldman, S.E., P.E. President

WEC Project No: 17C-417 SECTION 00 01 10 - 1

Southridge CA Plumbing Replacement Project November 14, 2017

SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 - Table of Contents

00 11 13 - Advertisement for Bids

00 41 00 - Bid Form

00 43 10 - List of Subcontractors

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

01 10 00 - Summary of Work

01 20 00 - Price and Payment Procedures

01 22 00 - Unit Prices

01 25 00 - Contract Modification Procedures

01 30 00 - Administrative Requirements

01 50 00 - Temporary Facilities and Controls

01 51 00 - Temporary Utilities

01 60 00 - Product Requirements

01 78 00 - Closeout Submittals

2.02 DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 00 – Interior Partition Acoustical Insulation

07 84 00 – Firestopping

2.03 DIVISION 09 -- FINISHES

09 29 00 – Gypsum Board

09 91 23 – Interior Painting

2.04 DIVISION 22 -- PLUMBING

22 11 16 – Domestic Water Piping

2.05 DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 92 20 – Landscaping

END OF TABLE OF CONTENTS



SECTION 00 11 13

ADVERTISEMENT FOR BIDS

1.01 FROM:

A. The Owner (hereinafter referred to as Southridge Condominium Association): Southridge Condominium Association 61106 Greenwood Drive South Lyon, Michigan

B. And the Engineer (hereinafter referred to as Waldman Engineering Consultants, Inc.): Waldman Engineering Consultants, Inc. 4300 Commerce Court, Suite 260 Lisle, IL 60532 Phone: (630) 922-3000 Fax: (630) 922-3003 Project Manager: Grant Ostreko Email: [email protected] Mobile: 630-915-1034

1.02 DATE: November 14, 2017

PROJECT NAME:

Plumbing Replacement Project

Southridge Condominium Association

South Lyon, Michigan

PROJECT DESCRIPTION:

This project involves removal of the existing polybutylene domestic supply plumbing and replacement with PEX domestic supply plumbing.

1.03 TO: POTENTIAL BIDDERS

1. Your firm is invited to submit an offer under seal for a Plumbing Replacement Project located at

Southridge Condominium Association, South Lyon, Michigan before 2:00 pm local standard time on December 12, 2017. Bids received after this time will not be accepted. Bids shall be submitted to the following location:

Waldman Engineering Consultants, Inc. 4300 Commerce Court, Suite 260 Lisle, Illinois 60532 Attn: Grant Ostreko Or by email: [email protected]

2. Additional Bid Documents may be obtained from the office of the Engineer for a sum of $50 per set of

documents. Documents will be issued to prime Bidders only. 3. Bidders will not be required to provide Bid security. 4. Refer to other bidding requirements described in Document 00 20 00 - Instructions to Bidders. 5. Submit your offer on the Bid Form provided. 6. Your offer will be required to be submitted under a condition of irrevocability for a period of 45 days

after submission. 7. The Owner reserves the right to accept or reject any or all offers.

END OF ADVERTISEMENT FOR BIDS



SECTION 00 20 00

INSTRUCTION TO BIDDERS

1.01 BIDDER'S QUALIFICATIONS A. The primary objectives in awarding the Contract are overall project cost and quality of work. The Owner

holds these two aspects of the project as most critical in the selection of a Contractor. B. The following is a list of information to be submitted which will be evaluated and considered in determining

the qualifications of the particular Bidder to perform this project. Additional independent investigation may be made and relied upon by the Owner in determining the best contractor for this project. 1. The Bidder shall attach to the Bid Form a summary of work of a similar project completed by the Bidder

in the last three years. For each project, the name, city, and dollar value of the project shall be included as well as the names and phone numbers of the Owner, Owner's Representative, and Engineer.

1.02 PRE-BID MEETING

A. Prior to submitting a Bid, all invited Bidders are required to attend a Pre-Bid meeting at the property to familiarize themselves with the work areas including the structure and associated site constraints. The Pre-Bid Meeting will be held on Tuesday, November 28, 2017 at 11:00 am. All Bidders are requested to convene at 61108 Greenwood Drive, South Lyon, Michigan 48178.

1.03 BIDDER'S REPRESENTATIONS

A. By submitting a Bid, Bidder represents that: 1. Bidder has read and understands the Bidding Documents and the Bid is in compliance with the Bidding

Documents. 2. Bidder has visited the site in order to thoroughly understand the local conditions and limitations under

which the Work will be performed. No plea of ignorance of local conditions will be accepted as an excuse for any failure or omission on the part of the Bidder to fulfill in every detail all the requirements of the Bidding Documents.

3. The Bid is based upon materials, equipment, and systems required by Bidding Documents, without exception.

4. No bidder to whom a Contract is awarded shall be allowed any extra compensation on account of any matter or item concerning which such Bidder might have informed himself prior to bidding.

1.04 BIDDING DOCUMENTS

A. Copies 1. A complete set of Bidding Documents shall be used to prepare Bids; neither Owner nor Engineer

assumes the responsibility of errors or misinterpretations resulting from incomplete sets of Bidding Documents.

B. Interpretation or Correction of Bidding Documents 1. Bidders requiring clarification or interpretation of Bidding Documents shall make a written request that

shall reach the Engineer at least five (5) days prior to the date for receipt of Bids. 2. Interpretations, corrections, and changes of Bidding Documents will be made by Addendum.

Interpretations, corrections, and changes of Bidding Documents made in any other manner will not be binding and Bidders shall not rely upon them.

C. Substitutions 1. Materials, products, and equipment described in Bidding Documents establish a standard of required

function, dimension, appearance, and quality to be met by any proposed substitution. 2. No substitutions will be considered prior to receipt of Bids. 3. Substitutions will only be given consideration after selection of the Bidder providing the substitution

meets or exceeds the standard set forth in the Bidding Documents. D. Addenda

1. Addenda will be mailed to all Bidders that have received a complete set of Bidding Documents. 2. No Addenda will be issued later than four (4) days prior to date for receipt of Bids except an Addendum

withdrawing request for Bids or one which includes postponement of date for receipt of Bids. 3. Failure of any Bidder to receive any such Addenda shall not relieve such Bidder from any obligation

under the Bid as submitted. All Addenda so issued shall become part of the Contract Documents. The



Bid Form contains spaces for the Bidders to inscribe the number of each Addenda that may be issued. If none are issued, these spaces are to be filled with the word "none".

1.05 TYPE OF BID

A. Bids shall be on a stipulated sum basis, segregated bids will not be accepted.

1.06 BIDDING PROCEDURES

A. Preparation of Bids 1. Bids shall be submitted on the Bid Form included with the Bidding Documents. All blanks on Bid Form

shall be filled in with either ink or typewritten. Where both words and numerals are requested, in the event of a discrepancy, the words shall govern. Alterations and erasures must be initialed by signer of the Bid.

2. All requested Alternates shall be bid. If no change in Base Bid is required, enter "No Change". 3. Each copy of the Bid shall include the legal name of Bidder. Each copy shall be signed by person or

persons legally authorized to bind Bidder to a contract. A bid by a corporation shall further give state of incorporation and have corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying agent’s authority to bind the Bidder.

4. Submitted Bids shall include a Subcontractor Listing (names of persons or entities, including those who are to furnish labor or materials for principal portions of Work).

B. Bid Security 1. No Bid security required.

C. Submission of Bids 1. Two (2) copies of the Bid and other documents required to be submitted with the Bid shall be enclosed

in an individual sealed, opaque envelope. The envelope shall be clearly identified with "BID DOCUMENTS", the name of the project, and the Bidders name and address, addressed to:

Waldman Engineering Consultants, Inc. 4300 Commerce Court, Suite 260 Lisle, Illinois 60532 Attn: Grant Ostreko

2. Bids may be submitted by email before the deadline date and time to the following address: [email protected]

3. Bids shall be deposited at location designated in the Bid Solicitation prior to time and date for receipt of Bids. Bids received after time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at location designated for receipt of Bids. Oral, telephonic, or telegraphic Bids are invalid and will not receive consideration.

D. Modification or Withdrawal of Bids 1. Written modifications of bids will be considered only if received prior to the time stated for receipt of

bids and provided "BID MODIFICATION" is marked on the lower left-hand corner of the envelope in which the bid modification is enclosed so that the modification will be recognized to prevent its being opened prior to scheduled opening of bids. Oral modifications will not be considered.

2. Any Bidder may withdraw a bid by letter or telegram or, with proper identification, by personally securing the bid at any time prior to the opening of bids. Telephone requests to withdraw a bid will not be considered. No Bidder may withdraw a bid within 30 days after the actual date of opening thereof.

1.07 POST-BID INFORMATION

A. Owner shall, at request of Bidder to whom award of a Contract is under consideration and no later than seven (7) days prior to expiration of time for withdrawal of Bids, furnish to Bidder reasonable evidence that financial arrangements have been made to fulfill Owner's obligations under Contract. Unless such reasonable evidence is furnished, Bidder will not be required to execute Agreement between Owner and Contractor.

B. Bidders under consideration for award of Contract shall, within forty-eight (48) hours after request by the Owner, submit the following post-bid information: 1. Proposed construction schedule. 2. Names of persons or entities proposed for principal portions of Work, if different than that submitted

with the Bid. 3. Names of manufacturers, products, and suppliers of principal items or systems of materials and

equipment proposed.



C. Prior to award of Contract, Owner will notify Bidder in writing if either Owner or Engineer, after due investigation, has reasonable objection to a person or entity proposed by Bidder. If Owner or Engineer has reasonable objection to a proposed person or entity, Bidder may, at Bidder's option, (1) withdraw the Bid, or (2) submit an acceptable substitute person or entity with an adjustment in Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. Owner may accept the adjusted bid price or disqualify Bidder.

D. Persons and entities proposed by Bidder and to whom Owner and Engineer have made no reasonable objection must be used on Work for which they were proposed and shall not be changed except with written consent of Owner and Engineer.

1.08 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR

A. The Bidder to whom the contact is awarded shall, within 10 days after receiving written notice of such award, execute an Agreement for Work either on AIA Document A101, Standard Form of Agreement Between Owner and Contractor Where the Basis of Payment is a Stipulated Sum or in the form prescribed by the Owner.

END OF INSTRUCTION TO BIDDERS



SECTION 00 41 00

BID FORM

PROJECT NAME:



South Lyon, Michigan 48178

BID SENT TO:

Waldman Engineering Consultants, Inc.

4300 Commerce Court, Suite 260

Lisle, Illinois 60532

Attn: Grant Ostreko

PRE-BID MEETING DATE: November 28, 2017 at 11:00am

BID DUE DATE: December 12, 2017 at 2:00pm

BID FROM:

Bidder: _________________________________________

Street Address: _________________________________________

City, State, Zip: _________________________________________

Contact Person: _________________________________________

Phone: _________________________________________

Fax: _________________________________________

Email Address: _________________________________________

1.01 ACKNOWLEDGMENTS A. The undersigned Bidder agrees, if this Bid is accepted, to enter into an agreement with Owner to perform

and furnish the Work as specified or indicated in the Bidding Documents for the Bid Price and with the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

B. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: 1. This Bid will remain subject to acceptance for 45 days after the day of Bid opening; 2. The Owner has the right to reject this Bid; 3. Bidder will sign and submit the Agreement and other required Bid documents within 10 days after date

of Owner's Notice of Award or execution of a Contract; 4. Bidder has examined copies of all the Bidding Documents; 5. Bidder has visited the site and become familiar with the general, local, and site conditions; 6. Bidder is familiar with federal, state, and local laws and regulations; 7. Bidder has correlated the information known to Bidder, information and observations obtained from

visits to the site, reports and drawings identified in the Bidding Documents and additional examinations, investigations, and data with the Bidding Documents;

8. This Bid is genuine and not made in the interest or on behalf of an undisclosed person, firm, or corporation and is not submitted in conformity with an agreement or rules of a group, association, organization, or corporation; Bidder has not directly or indirectly induced or solicited another Bidder to submit a false or sham Bid; Bidder has not solicited or induced a person, firm, or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain itself an advantage over another Bidder or another Owner.



9. Bidder has received the following Addenda receipt of which is hereby acknowledged;

Addenda Number Dated

______________ ______________ ______________ ______________

1.02 BASE BID – SCHEDULE OF VALUES

ITEM QUANTITY SUBTOTAL TOTAL General Conditions and Mobilization Lump Sum $_____________ Building Permit Lump Sum $_____________ Plumbing Replacement At all 24 buildings (188 units) remove the existing polybutylene domestic supply plumbing (including stop valves) and replace with PEX domestic supply plumbing. Contractor to make openings at interior drywall to provide access to plumbing and connections to fixtures. After plumbing installation, install access panels where specified and repair drywall openings with new and painted to match existing wall color(s).

Lump Sum $_____________

TOTAL BASE BID

_____________________________________________________ Dollars ($___________________)



1.03 UNIT PRICES

A. The following Unit Prices shall govern for any deviations from the quantities listed in the Base Bid. Included in the Unit Prices shall be labor, materials, tools, equipment, overhead (General Conditions) and profit for both General Contractor and involved Subcontractors required to do the work. Unit Prices shall apply to total quantities, as approved by the Engineer.

PROVIDE UNIT PRICE FOR: ADD / DEDUCT UNITS Plumbing Replacement Install new ¾” PEX plumbing pipe. Install new ½” PEX plumbing pipe. Install new Compression Angle Stop Valve (1/2” PEX to 3/8”) Install new clothes washer gate valves (hot & cold set) with recessed insert panel. Install new outdoor water spigot. Cut access openings in drywall, replace insulation, close opening with new drywall, tape and mud seams, prime and paint to match existing wall/ceiling color.

$____________ $____________ $____________ $____________ $____________ $____________

Linear Foot

Linear Foot

Each

Each Set

Each

Square Foot



1.04 TIME AND MATERIALS

A. To address the changes in the Work not specifically indicated by the Contract Documents or directly applicable to Unit Prices, and upon written instructions from the Owner, the following prices shall prevail in accordance with the General Conditions. 1. Labor Costs: For labor (i.e. time), actual wages and benefits plus payroll taxes and other payroll

expenses such as insurance, workman's compensation, etc., plus overhead attributable to contractor's home office, plus contractor's profit for the following trades:

Trade Wage Laborer $_____________ per HR Foreman $_____________ per HR Trade $_____________ per HR 2. Materials: The contractor shall be reimbursed the actual cost of additional materials plus a percentage

which shall be specified below for profit, field overhead and main office overhead. At cost plus __________ percent (%).

1.05 BASE BID WORK SCHEDULE

Bidder agrees to commence and complete the work to the following:

Weather permitting, work will start on _________________________, 20__

Working days to complete _________ Days

1.06 ATTACHMENTS

A. The following documents are attached to and made a condition of this Bid: 1. Bidder’s Qualification Statement with supporting documents; 2. Subcontractor Listing 3. Evidence of insurance coverage

1.07 TYPE OF BUSINESS ORGANIZATION

____ Sole Proprietorship

____ Partnership

____ Corporation

Incorporated under the Laws in the State of _____________________.

Licensed to perform business in Illinois ____ Yes ____ No (check one)

Affix Seal

RESPECTFULLY SUBMITTED, THIS ______ DAY OF ____________________, 20__.

FIRM NAME: ______________________________________________

ADDRESS: ______________________________________________

PHONE: ______________________________________________

Fax: ______________________________________________

By: ______________________________________________

TITLE: ______________________________________________

SIGNATURE: ______________________________________________

END OF BID FORM



SECTION 00 43 10

LIST OF SUBCONTRACTORS

All work performed must be completed under the supervision of the “General Contractor”. Any sub-contractors shall be named and be the responsibility of the General Contractor. The quality of work and materials shall comply with the Contract Documents.

Bidder proposes to use the following subcontractors for portions of the Work that equals or exceeds five percent (5%) of the total Base Bid:

Subcontractor Name Address Phone Type of Work % of Work

_______________________ _________________ __________ ___________ ______ _______________________ _________________ __________ ___________ ______ _______________________ _________________ __________ ___________ ______ _______________________ _________________ __________ ___________ ______

END OF LIST OF SUBCONTRACTORS



SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 SCOPE OF WORK A. Base Bid Work & selective Unit Price Work includes, but is not necessarily limited to the following:

1. General Conditions a. Provide protection for building occupants, visitors, as well as the general public during all aspects

of the Work. b. Provide protection for all utilities in and around the work areas. Utilities include, but are not limited

to, electrical, gas supply lines, drainage lines, telephone, cable television, etc. c. Provide the necessary protection as required to prevent water damage to the interior finishes,

appliances, belongings, etc. during all aspects of the Work. d. Provide protection for site landscaping, pavements, etc. during all aspects of the Work. e. Provide dumpsters or dump trucks on-site to remove necessary waste created throughout course

of project. f. Provide English speaking foreman to be present at jobsite at all times while Work is being

performed. Foreman shall have field copy of all specifications and drawings and shall have full understanding of all aspects of the project.

2. Permits a. Obtain all permits required by the Village of South Lyon for the Work of this Project. If the

appropriate Village of South Lyon authority deems that permits are not required for the Work or any parts thereof, the Contractor is to provide a letter on their company letterhead addressed to the Property Representative and copies to the Engineer. The letter is to summarize the application process followed by the Contractor and clearly indicate the Work or parts thereof that do not require permits. The letter shall include the dates of the applications, as well as the Department(s) and individual(s) who rendered the decision(s). The permit letter is to be submitted at least one (1) week prior to the start of the Work.

3. Mobilize to Site 4. Plumbing Replacement

a. See the following sections: Section 07 21 00 Interior Partition Acoustical Insulation Section 07 84 00 Firestopping Section 09 29 00 Gypsum Board Section 09 91 23 Interior Painting Section 22 11 16 Domestic Water Piping Section 32 92 20 Landscaping

5. Demobilize and Clean Site.










32 92 20 – Landscaping 1.02 CONTRACT



A. All work shall be under a single stipulated sum contract for the Base Bid and Alternate Bid Work with adjustments through Unit Prices for actual quantities on the Project. Time and material costs are to be provided where required on the Bid Form.

B. The Owner may let the contract in phases at their discretion for purposes of prioritizing, budgeting, and funding.

C. All work is to be performed in strict accordance with the following: 1. Contract Documents and the recommendations and specifications of the selected product

manufacturers. 2. Michigan Building Code (International Building Code, 2015 Except Where Noted) 3. Michigan Residential Code (International Residential Code, 2015 Except Where Noted) 4. Michigan Plumbing Code (International Plumbing Code, 2015 Except Where Noted) 5. Michigan Rehabilitation Code for Existing Buildings (International Existing Building Code, 2015) 6. Michigan Energy Code (International Energy Conservation Code, 2015 Except Where Noted) 7. International Fuel Gas Code, 2015 8. Michigan Electric Code (National Electric Code, 2014 Except Where Noted)

1.03 QUALITY ASSURANCE

A. The Contractor shall provide for the protection of the public and property in accordance with the applicable requirements of OSHA “Construction Safety and Health Regulations”.

B. All safety equipment must comply with applicable requirements of all laws, codes, ordinances, and regulations of Federal, State, and Municipal authorities having jurisdiction over this Work.

1.04 INSURANCE A. Purchase and maintain insurance as per the Owners requirements. B. The insurance required within shall be written for not less than the limits of liability specified below or

required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims made basis, shall be maintained without interruption from the date of commencement of the work until one year after final payment. The Owner, upon its request, shall receive from the Contractors certificates of insurance evidencing all required coverages from time to time prior to and during the Contractor's operations under the Contract and within any time prior during which coverage must be maintained after final payment. The limits for worker's compensation and employer's liability insurance shall meet statutory limits required by law. The limits for commercial general liability insurance, which shall include coverage for premises-operations, contractual liability, person injury, and broad form property damage shall be as follows: (a) $2,000,000.00 for each occurrence. (b) $4,000,000.00 general aggregate. (c) $2,000,000.00 personal injury. (d) The contractual liability insurance shall include coverage sufficient to meet the obligations contained herein: (e) Automobile liability insurance (owned, non-owned, and hired vehicles) for bodily injury and property damage shall be as follows: $2,000,000.00 each accident. (f) For this project, the Contractor, each subcontractor, and/or subcontractors of any tier, shall provide for additional insured parties to all policies. The Contractor and the Owner intend that all insurance policies purchased by the Contractor in accordance with the Contract will protect the Owner, the Owner's Board of Directors, managing agent, (if any), the Engineers (Waldman Engineering Consultants), and agents and employees of any of them, and such insurance policies will provide primary coverage for all losses and damages caused by the perils of causes of loss covered thereby. The Contractor, prior to the commencement of the work shall provide the Owner with a copy of a certificate of insurance evidencing all coverages required herein and naming the Owner, the Owner's Board of Directors, the Engineers (Waldman Engineering Consultants), and the Owner's managing agent as additional insured parties. These certificates and insurance policies shall contain a provision that coverages afforded under the policies will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to the Owner and that the policy will remain in effect for a minimum of one year after the work is completed. Failure of the Owner to receive such documents shall not relieve the Contractor from its obligations hereunder. The Agreement may, at the sole option of the Owner, be declared void if the Contractor or any subcontractor, regardless of tier, fails to procure and keep in place during the term of this Agreement the required insurance as provided for in the Agreement.

1.05 CONSTRUCTION SCHEDULE A. Commencement of Work shall begin on or before the Winter of 2017/2018 and completion of Work shall be

specified by the Owner. B. The daily work schedule may be performed between the hours of 7:00 AM and 5:00 PM, Monday through

Friday, unless otherwise specified by the Owner or confined by the governing authority. Hours of noisy operations shall be confined to those required by the governing authority.



1.06 MEASUREMENT OF QUANTITIES AND PAYMENT

A. Work to be performed or cost adjusted on a unit price basis shall be determined according to the following methods: 1. Payment will be made for work actually performed, based on quantities recorded by the Contractor and

approved by the Engineer. 2. Records shall consist of drawings and/or forms that document type, location, and quantity. Submit

records with each Payment Request (AIA Document G702, latest version). 3. The Engineer, at their discretion may verify the accuracy of the record by visual examination of the

work performed and measuring the quantities. 4. Unit price payment includes full compensation for required labor, products, tools, equipment,

transportation, services, and incidentals for installation of an item of the Work, including overhead and profit.

1.07 WARRANTY A. Unless otherwise noted, all work shall be guaranteed by the Contractor to be free from defects in materials

and workmanship for a minimum period of one (1) year from the date of substantial completion. The guarantee shall include all labor, materials, tools, equipment and service required for the proper repair or replacement of the Work due to defect in materials or workmanship, whether by the Contractor or any Subcontractor. After notification of the existence of any defect by the Owner, the Contractor shall promptly return to the job site and repair such defects at no cost to the Owner. Any defect so repaired shall thereafter be guaranteed by the Contractor to be free of defects in material and workmanship for a minimum of one (1) year or for the remainder of the guarantee period, whichever is greater. Contractor to furnish guarantee in the form of a written warranty to the Owner.

B. Contractor to provide Owner with written certification of manufacturer material warranty as specified in product sections of this specification.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION



SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

B. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Document 01 2500 - Contract Modification Procedures

1.03 SCHEDULE OF VALUES

A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Waldman Engineering Consultants, Inc. for approval.

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

C. Submit a printed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered.

D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

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

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Waldman Engineering Consultants, Inc. for approval.

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

D. Present required information in typewritten form.

E. Form: AIA G702 Application and Certificate for Payment and AIA G703 - Continuation Sheet including continuation sheets when required.

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.

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 three copies of each Application for Payment.

J. Include the following with the application: 1. Partial release of liens from major Subcontractors and vendors.

K. When Owner's Representative or Engineer requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

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.



END OF SECTION



SECTION 01 22 00

UNIT PRICES

PART 1 GENERAL


A. Measurement and payment criteria applicable to Work performed under a unit price payment method.

B. Defect assessment and non-payment for rejected work.

1.02 COSTS INCLUDED

A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.03 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements of actual Work will determine the payment amount.

1.04 MEASUREMENT OF QUANTITIES

A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern.

B. Take all measurements and compute quantities. As necessary, measurements and quantities will be verified by the Owner's Representative or Waldman Engineering Consultants, Inc.

1.05 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Waldman Engineering Consultants, Inc., multiplied by the unit price.

1.06 DEFECT ASSESSMENT

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

B. If, in the opinion of the Owner's Representative or Waldman Engineering Consultants, Inc., it is not practical to remove and replace the Work, the Owner's Representative or Waldman Engineering Consultants, Inc. will direct one of the following remedies: 1. The defective Work may remain, but the unit sum/price will be adjusted to a new unit price at the

discretion of the Owner's Representative or Waldman Engineering Consultants, Inc. 2. The defective Work will be partially repaired to the instructions of the Owner's Representative or

Waldman Engineering Consultants, Inc., and the unit sum/price will be adjusted to a new unit price at the discretion of the Owner's Representative or Waldman Engineering Consultants, Inc.



END OF SECTION



SECTION 01 25 00

CONTRACT MODIFICATION PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

A. Section Includes: 1. Procedures for modifying the Work, Contract Sum, Contract Time, or any combination thereof. 2. Administrative requirements for processing Supplemental Instructions, Request for Proposal, Change

Order, and Construction Change Directive.

1.02 RELATED SECTIONS

A. Document 01 20 00 - Price and Payment Procedures

1.03 DELIVERY, STORAGE, AND HANDLING

A. Maintain a “Log of Contract Modifications” at job site, accurately reflecting current status of modification documents. Includes entries for Supplemental Instructions, Requests for Proposal, Change Orders, and Construction Change Directives.

B. Make the Log available to Engineer for review at their request.

1.04 SUPPLEMENTAL INSTRUCTIONS

A. A Supplemental Instruction orders a minor change in the Work not involving adjustment in Contract Sum or change in Contract Time and not inconsistent with intent of the Contract Documents. 1. Supplemental Instructions are written orders that will be dated and will be numbered in sequence. 2. A Supplemental Instruction will describe ordered change and will be initiated and signed by the

Engineer. 3. A Supplemental Instruction is an authorization to proceed with the change.

B. Promptly carry out the minor change ordered in Supplemental Instruction. Implementation of change in Work indicates agreement by Contractor that there will be no change in Contract Time or Contract Sum.

C. Promptly notify Engineer in writing in order to make a claim for additional cost or additional time resulting from a Supplemental Instruction. 1. Alert pertinent personnel and subcontractors as to impending change and, to maximum extent possible,

avoid such work as would increase Owner’s cost for making the change, advising Engineer in writing when such avoidance is no longer practical.

2. State proposed change in Contract Sum, if any, and state proposed change in Contract Time, if any. 3. Clearly describe other changes in Work required by the proposed change or desirable therewith, if any. 4. Include full backup data such as subcontractor’s letter of proposal or similar information. 5. Submit claim in single copy (AIA Document G710, latest version). 6. A change order will be issued for unavoidable changes in Contract Time or Contract Sum.

1.05 REQUEST FOR PROPOSAL

A. A Request for Proposal is a written notice advising of a change in the Work or a change in Contract Time desired by Owner. 1. A Request for Proposal will be dated and will be numbered in sequence. 2. A Request for Proposal will describe desired change and will be initiated and signed by the Engineer. 3. A Request for Proposal is not an authorization to proceed with the change.

B. Promptly respond to Request for Proposal with a written Change Proposal. 1. State proposed change in Contract Sum, if any, and state proposed change in Contract Time, if any. 2. Clearly describe other changes in the Work required by proposed change or desirable therewith, if any. 3. Include full backup data such as subcontractor’s letter of proposal or similar information. 4. Submit one copy of Change Proposal (AIA Document G709, latest version). 5. Meet with Engineer as required to discuss costs and, when appropriate, determine other acceptable

methods to achieve desired objective.



6. Alert pertinent personnel and subcontractors as to impending change and, to maximum extent possible, avoid such work as would increase Owner’s cost for making the change, advising Engineer in writing when such avoidance is no longer practical.

C. A Change Order will be issued when cost or credit for change has been agreed upon by Contractor and Owner.

1.06 CHANGE ORDER

A. A Change Order is a written instrument that indicates that Owner, Contractor, and Engineer have agreed upon all the following: a change in the Work; amount of adjustment in Contract Sum, if any; and amount of adjustment in Contract Time, if any. 1. Change Orders will be dated and will be numbered in sequence. 2. Change Orders will describe change(s) to Contract Documents and will refer to Request for Proposal(s)

involved, if any. 3. Contractor will issue three original copies of each Change Order (AIA Document G701, latest version),

signed by Engineer and Owner. 4. Contractor to sign all three originals and return two originals to Engineer. 5. Engineer will forward one signed original to Owner.

B. Promptly carry out change directed by Change Order.

1.07 CONSTRUCTION CHANGE DIRECTIVE

A. A Construction Change Directive is a written order that authorizes a change in Work and states a proposed basis for adjustment, if any, in Contract Sum or Contract Time, or both. 1. Construction Change Directives will be dated and will be numbered in sequence. 2. Construction Change Directives will be initiated by Engineer and will be signed by Engineer and Owner

(AIA Document G714, latest version).

B. Upon receipt of Construction Change Directive, promptly proceed with ordered change in Work and notify Engineer whether proposed adjustment in Contract Sum or Contract Time, or both, is agreed upon. 1. Sign Construction Change Directive if proposed adjustment in Contract Sum or Contract Time, or both,

is agreed upon. Record Construction Change Directive as a Change Order. 2. If proposed adjustment is Contract Sum or Contract Time, or both, is not agreed upon, meet with

Engineer as required to discuss costs and, when appropriate, determine other acceptable ways to achieve desired objective.

1.08 CHANGES INITIATED BY CONTRACTOR

A. If a discrepancy among Contract Documents or other cause for suggesting a change in the Work, a change in Contract Sum, or a change in Contract Time is discovered, notify Engineer promptly in writing.

B. Upon agreement by Engineer that there is reasonable cause to consider Contractor’s proposed change, Engineer will issue a Supplemental Instruction, Request for Proposal, Construction Change Directive, or Change Order.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

END OF SECTION



SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL


A. Preconstruction meeting.

B. Construction progress schedule.

C. Submittals for review, information, and project closeout.

D. Number of copies of submittals.

E. Submittal procedures.


PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Owner will schedule a meeting after Notice of Award.

B. Attendance Required: 1. Southridge Condominium Association. 3. Waldman Engineering Consultants, Inc. at the discretion of the Owner. 4. Contractor. 5. Owner's Representative.

C. Agenda: 1. Execution of Southridge Condominium Association - Contractor Agreement. 2. Construction Schedule. 3. Designation of responsible personnel. 4. Contractor's use of premises including storage of materials, Contractor parking, toilet facilities, electrical

utilities, etc. 5. Contractor's provisions for safety and first aid, property protection, security, maintenance of equipment

and materials, quality control, housekeeping, ground maintenance, and related matters. 6. Establishment of designated work hours, including acceptable times for operating equipment. 7. Scheduling.

3.02 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 20 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Submit updated schedule with each Application for Payment.

3.03 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Samples for selection. 3. Samples for verification.

B. Submit to Owner's Representative for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

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

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below.



3.04 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information: 1. Manufacturer's instructions. 2. Other types indicated.

3.05 SUBMITTALS FOR PROJECT CLOSEOUT

A. When the following are specified in individual sections, submit them at project closeout: 1. Warranties. 2. Other types as indicated.

3.06 NUMBER OF COPIES OF SUBMITTALS

A. Documents for Review: 1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit one copy to Waldman Engineering

Consultants, Inc.

B. Documents for Information: Submit one copy to Waldman Engineering Consultants, Inc.

C. Documents for Project Closeout: Submit one copy each to Owner and Waldman Engineering Consultants, Inc.

D. Samples: Submit one copy each to Owner and Waldman Engineering Consultants, Inc.

3.07 SUBMITTAL PROCEDURES

A. Transmit each submittal with a copy of approved submittal form.

B. Transmit each submittal with letter of transmittal on Contractor Letterhead.

C. Identify Project, Contractor, Subcontractor, or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

D. Deliver submittals to Waldman Engineering Consultants, Inc. at business address.

END OF SECTION



SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL


A. Temporary sanitary facilities.

B. Temporary Controls: Barriers and enclosures.

C. Vehicular access and parking.

D. Waste removal facilities and services.


A. Section 01 51 00 - Temporary Utilities.


A. Comply with all federal, state, and local regulations, codes, and ordinances.

B. Provide for the protection of the public and property in accordance with applicable requirements of OSHA's "Construction Safety and Health Regulations".

C. Conduct periodic inspections to ensure that temporary facilities and controls conform to pertinent requirements.

D. Do not allow the accumulation of waste, debris, rubbish, etc. that can create a hazardous condition.

1.04 TEMPORARY UTILITIES - SEE SECTION 01 51 00

1.05 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.06 BARRIERS

A. Provide and maintain for the duration of the Work all necessary barriers including scaffolds, canopies, warning signs, steps, platforms, bridges, and other temporary barriers to prevent unauthorized entry to construction areas, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations.

B. Maintain means of egress as required by governing authorities for continual use.

C. Provide and maintain suitable signs to warn the public and building occupants of Work in progress and unauthorized entry to areas under Construction.

D. Provide adequate protection to areas of the building and grounds not undergoing renovation. Any areas of the building and grounds damaged by the Contractor and/or Subcontractor(s) shall be repaired or replaced in like kind as necessary at the Contractor's expense.

E. Provide protection for plants designated to remain.

F. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.07 EXTERIOR ENCLOSURES

A. Provide temporary weather tight closure of exterior openings.

1.08 VEHICULAR ACCESS AND PARKING

A. Provide and maintain access to fire hydrants, free of obstructions.



1.09 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Legally dispose of waste, debris, and rubbish from site.

C. Execute daily clean-up to ensure that the buildings, grounds, and adjacent properties are maintained free of waste, debris, and rubbish.

D. Maintain paved areas, sidewalks, and parking surfaces in a broom-clean condition during the Work. Maintain grass and landscaped areas in a rake-clean condition during the Work.

1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Final Application for Payment inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore existing facilities used during construction to original condition.



END OF SECTION



SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL


A. Temporary Utilities: Electricity, water, and fire protection.

1.02 TEMPORARY ELECTRICITY

A. Contractor is to provide their own generators for electricity. Owner's electricity is not to be used without prior authorization from Owner.

1.03 TEMPORARY WATER SERVICE

A. Contractor is to provide their own water. Owner's water is not to be used without prior authorization from Owner.

1.04 TEMPORARY FIRE PROTECTION

A. Contractor shall provide temporary fire protection as required by federal, state, and local laws and ordinances.



END OF SECTION



SECTION 01 60 00

PRODUCT REQUIREMENTS

PART 1 GENERAL


A. Re-use of existing products.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations and procedures.

1.02 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard

colors, textures, and patterns.

PART 2 PRODUCTS

2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents.

B. Reused Products: Reused products include materials and equipment previously used in this or other construction, salvaged and refurbished as specified.

2.02 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

2.03 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

B. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the

specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be

complete with no additional cost to Southridge Condominium Association. 4. Waives claims for additional costs or time extension that may subsequently become apparent.

C. Substitution Submittal Procedure:



1. Submit two copies of request for substitution for consideration. Limit each request to one proposed substitution.

2. Submit drawings, product data, and/or certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The Owner's Representative of Engineer will notify Contractor in writing of decision to accept or reject request.

3.02 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

F. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

G. Prevent contact with material that may cause corrosion, discoloration, or staining.

H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

END OF SECTION



SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 GENERAL


A. Project Record Documents.

B. Warranties.

1.02 SUBMITTALS

A. Project Record Documents: Submit documents to Waldman Engineering Consultants, Inc. with claim for final Application for Payment.

B. Warranties and Bonds: 1. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for

Payment. 2. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit

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


PART 3 EXECUTION

3.01 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Southridge Condominium Association.

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

D. Record information concurrent with construction progress.

E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications.

F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 1. Field changes of dimension and detail. 2. Details not on original Contract drawings.

3.02 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES

A. For Each Product, Applied Material, and Finish: 1. Product data, with catalog number, size, composition, and color and texture designations.

B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance.

C. Moisture protection and weather-exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair.



D. Additional information as specified in individual product specification sections.

E. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products.

3.03 WARRANTIES

A. Obtain warranties, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Southridge Condominium Association’s permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined.

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

C. Co-execute submittals when required.

D. Retain warranties until time specified for submittal.

END OF SECTION



SECTION 07 21 00 INTERIOR PARTITION

ACOUSTICAL INSULATION PART 1 GENERAL 1.01 SUMMARY A. Provide glass fiber acoustical insulation for interior partitions as indicated in drawings. 1.02 REFERENCED SECTIONSA. Section 092900-Gypsum Board 1.03 REFERENCES A. American Society for Testing and Materials (ASTM). 1. C 665 Specification for Mineral Fiber Blanket Thermal

Insulation for Light Frame Construction and Manufactured Housing.

2. E 84 Test Method for Surface Burning Characteristics of Building Materials. 3. E 136 Test Method for Behavior of Materials in a Vertical

Tube Furnace at 750°C. 4. C 518 Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter.

5. C423 Test Method for Sound Absorption Coefficient by the Reverberation Room Method

1.04 SUBMITTALS A. Product Data: Submit Owens-Corning product literature, samples and installation instructions for specified insulation. 1.05 DELIVERY, STORAGE AND HANDLING A. Protect insulation from physical damage and from becoming wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage and protection during installation. B. Label insulation packages to include material name,

production date and/or product code. 1.06 LIMITATIONS A. Do not use unfaced insulation in exposed applications where there is potential for skin contact and irritation.

B. Kraft and standard foil facings will burn and must not be left exposed. The facing must be installed in substantial contact with the unexposed surface of the ceiling, wall or floor finish. Protect facing from any open flame or heat source.

PART 2 PRODUCTS 2.01 MANUFACTURER A. Owens-Corning. 2.02 THERMAL BATT INSULATION A. Type: Unfaced glass fiber thermal insulation complying with ASTM C 665, Type I. B. Size: Wood Frame Insulation C. Surface Burning Characteristics: 1. Maximum flame spread: 10

2. Maximum smoke developed: 10 When tested in accordance with ASTM E 84.

D. Combustion Characteristics:



Unfaced insulation passes ASTM E 136 test. E. Fire Resistance Rating: Passes ASTM E 119 as part of a complete fire tested wall assembly. F. Dimensional Stability: Linear shrinkage less than 0.1% 2.03 GYPSUM BOARD A. Refer to Section (092900) for detailed specifications. B. Type: 5/8" thick, type “x” gypsum panels. PART 3 EXECUTION 3.01 INSPECTION AND PREPARATION A. Examine substrates and conditions under which insulation work is to be performed. A satisfactory substrate is one that complies with requirements of the section in which substrate and related work is specified. B. Verify mechanical and electrical services within the shaftwall have been tested and inspected. B. Obtain installer's written report listing conditions detrimental to performance of work in this section. Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. C. Clean substrates of substances harmful to insulation. 3.02 INSTALLATION - GENERAL A. Comply with manufacturer's instructions for particular conditions of installation in each case. B. Batts may be friction-fit in place until the interior finish is applied. Install batts to fill entire stud cavity. If stud cavity is less than 96" in height, cut lengths to friction-fit against floor and ceiling tracks. Walls with penetrations require that insulation be carefully cut to fit around outlets, junction boxes and other irregularities. C. Where walls are not finished on both sides or insulation does not fill the cavity depth, supplementary support must be provided to hold product in place. D. Where insulation must extend higher than 8 feet, temporary support can be provided to hold product in place until the finish material is applied. 3.03 GYPSUM BOARD INSTALLATION A. Refer to Section (09 29 00) for proper installation of gypsum board. 3.04 PROTECTION A. Protect installed insulation as recommended by Owens-Corning.

END OF SECTION



SECTION 07 84 00 - FIRESTOPPING PART 1 – GENERAL 1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Provide firestop systems consisting of a material, or combination of materials installed to retain the integrity of fire resistance rated construction by maintaining an effective barrier against the spread of flame, smoke and/or hot gases through penetrations, fire resistive joints, and perimeter openings in accordance with the requirements of the Building Code for this project.

B. Firestop systems shall be used in locations including, but not limited to, the following:

1. Penetrations through fire resistance rated floor and roof assemblies including both empty openings and openings containing penetrants.

2. Penetrations through fire resistance rated wall assemblies including both empty openings and openings containing penetrants.

3. Membrane penetrations in fire resistance rated wall assemblies where items penetrate one side of the barrier.

4. Joints between fire resistance rated assemblies.

5. Perimeter gaps between rated floors/roofs and an exterior wall assembly.

C. Related Sections include, but are not limited to, the following:

1. Division 07 – Thermal and Moisture Protection

2. Division 09 – Finishes

3. Division 22 – Plumbing

1.3 REFERENCES

A. National Fire Protection Association (NFPA)

1. NFPA 101 (Life Safety Code)

B. American Society For Testing and Materials Standards (ASTM):

1. ASTM E84: Standard Test Method for Surface Burning Characteristics of Building Materials.

2. ASTM E814: Standard Test Method for Fire Tests of Through-Penetration Firestops.

3. ASTM E1966: Test Method for Resistance of Building Joint Systems.

4. ASTM E1399: Test Method for Cyclic Movement and Measuring Minimum and Maximum Joint Width.

5. ASTM E119: Methods of Fire Tests of Building Construction and Materials.

6. ASTM E2174: Standard Practice for On-Site Inspection of Installed Fire Stops

7. ASTM E2307: Standard Test Method for Determining the Fire Endurance of Perimeter Fire Barrier Systems Using the Intermediate-Scale, Multi Story Test Apparatus (ISMA)

8. ASTM E2393-04 Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers

C. Underwriters Laboratories Inc. (UL):

1. UL Qualified Firestop Contractor Program.



2. UL 263: Fire Tests of Building Construction and Materials.

3. UL 723: Surface Burning Characteristics of Building Materials.

4. UL 1479: Fire Tests of Through-Penetration Fire Stops.

5. UL 2079: Tests for Fire Resistance of Building Joint Systems.

D. UL Fire Resistance Directory -Volume 2:

1. Through-Penetration Firestop Devices (XHJI)

2. Fire Resistive Ratings (BXUV)

3. Through-Penetration Firestop Systems (XHEZ)

4. Fill, Void, or Cavity Material (XHHW)

E. Omega Point Laboratories (OPL)

1. Building Products, Materials & Assemblies – Volume II

F. Factory Mutual Research (FM):

1. FM 4991: FM Approval Standard of Firestop Contractors – Class 4991

1.4 DEFINITIONS

A. Firestopping: The use of a material or combination of materials in a fire-rated structure (wall or floor) where it has been breached, so as to restore the integrity of the fire rating on that wall or floor.

B. System: The use of a specific firestop material or combination of materials in conjunction with a specific wall or floor construction type and a specific penetrant(s).

C. Barrier: Any bearing or non-bearing wall or floor that has an hourly fire and smoke rating.

D. Through-penetration: Any penetration of a fire-rated wall or floor that completely breaches the barrier.

E. Membrane-penetration: Any penetration in a fire-rated wall or floor/roof-ceiling assembly that breaches only one side of the barrier.

F. Fire Resistive/Construction Joint: Any gap, joint, or opening, whether static or dynamic, between two fire rated barriers including where the top of a wall meets a floor; wall edge to wall edge applications; floor edge to floor edge configurations; floor edge to wall.

G. Perimeter Barrier: Any gap, joint, or opening, whether static or dynamic, between a fire rated floor assembly and an exterior wall assembly.

H. Approved Testing Agencies: Not limited to: Underwriters Laboratory (UL), Factory Mutual (FM), Warnock Hersey, and Omega Point Laboratory (OPL).

1.5 PERFORMANCE REQUIREMENTS

A. Penetrations: Provide through-penetration and membrane-penetration firestop systems that are produced and installed to resist the spread of fire, passage of smoke and other hot gases according to requirements indicated, to restore the original fire-resistance rating of assembly penetrated.

1. Provide and install complete penetration firestopping systems that have been tested and approved by nationally accepted testing agencies per ASTM E814 or UL 1479 fire tests in a configuration that is representative of field conditions.

B. Fire Resistive Joints: Provide joint systems with fire resistance assembly ratings indicated, as determined by UL 2079 (ASTM E1399 and E1966), but not less than the fire resistance assembly rating of the construction in which the joint occurs. Firestopping assemblies must be capable of withstanding anticipated movements for the installed field conditions.

1. For firestopping assemblies exposed to view, traffic, moisture, and physical damage, provide products that after curing do not deteriorate when exposed to these conditions both during and after construction.



2. For floor penetrations exposed to possible loading and traffic, provide firestop systems capable of supporting floor loads involved either by installing floor plates or by other means, as specified by the Architect.

3. L- Rated Systems: Provide firestop systems with L- ratings less than 5cfm/sf.

C. Firestopping products shall have flame spread ratings less than 25 and smoke-developed ratings less than 450, as determined per ASTM E 84. Note: Firestop products installed in plenum spaces shall have a smoke developed rating less that 50.

D. Engineering Judgment (EJ): Where there is no specific third party tested and classified firestop system available for an installed condition, the Contractor shall obtain from the firestopping material manufacturer an Engineering Judgment (EJ) to be submitted to the Approving Authority, Design Professional and Authority Having Jurisdiction for approval prior to installation. The EJ shall follow International Firestop Council (IFC) guidelines.

1.6 SUBMITTALS

A. Product Data: For each type of firestopping product selected. Manufacturers certification must verify that firestopping materials are free of asbestos, lead and contain volatile organic compounds (VOCs) within limits of the local jurisdiction.

B. Design Listings: Submit system design listings, including illustrations, from a qualified testing and inspecting agency that is applicable to each firestop configuration.

C. Installation Instructions: Submit the manufacturer’s installation instruction for each firestop assembly.

D. Where there is no specific third party tested and classified firestop system available for a particular configuration, the Contractor shall obtain from the firestopping material manufacturer an Engineering Judgment (EJ) for submittal.

E. Material Safety Data Sheet (MSDS): Submit for each type of firestopping product selected.

F. Qualification Data: For firms and persons specified in “Quality Assurance” Article to demonstrate their capabilities and experience. Submit documents as per 1.7.

G. A quality control manual approved by FM or UL (if applicable).

H. Firestop Schedule: Submit schedule itemizing the following:

1. Manufacturer’s product reference numbers and/or drawing numbers.

2. Listing agency’s design number.

3. Penetrating Item Description/Limits: Material, size, insulated or uninsulated, and combustibility.

4. Maximum allowable annular space or maximum size opening.

5. Wall type construction.

6. Floor type construction.

7. Hourly Fire resistance rating of wall or floor.

8. F rating.

9. T, L, and W rating, if applicable.

I. Firestop Application Log: A separate binder shall be prepared and kept on site for use by the Inspection Agency and the Authority Having Jurisdiction. The binder shall contain the following:

1. The binder shall be a three (3) ring binder.

2. Firestop Schedule (see appendix A)

3. All approved firestopping assemblies including engineering judgments shall be provided and organized by trade.

4. Copy of manufacturer’s installation instruction for each firestop assembly.



5. A matrix or table of contents listing each assembly shall be provided.

6. The binder shall be updated as new firestop assemblies or EJ’s are added.

7. The binder shall be kept on-site at a location approved by the Owner.

8. Qualifications or Certification of Installer


A. Provide firestopping system design listings from UL, FM, Warnock Hersey or OPL in accordance with the appropriate ASTM Standard(s) per article 1.5.

B. Contractor Qualifications: An acceptable Firestop Contractor shall be:

1. Licensed by State or Local Authority where applicable, or

2. FM Research approved in accordance with FM Standard 4991, or

3. UL Qualified Firestop Contractor, or

4. Meet the following requirements

i. Installation personnel shall be trained by the approved firestop manufacturer.

ii. The installation firm shall be experienced in installing firestop systems and fire resistive joint systems similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful performance.

iii. Qualifications include having the necessary experience, staff, and training to install manufacturer's products per specified tested and listed system requirements.

iv. Minimum of three (3) years experience and shown to have successfully completed not less than 5 comparable scale projects and provide references.

C. Single Source Limitations: Obtain firestop systems for all conditions from a single manufacturer.

D. Materials from different firestop manufacturers shall not be installed in the same firestop system or opening.

E. Firestopping material shall be asbestos and lead free and shall not incorporate nor require the use of hazardous solvents.

F. Firestopping sealants must be flexible, allowing for normal movement.

G. Firestopping materials shall not shrink upon drying as evidenced by cracking or pulling back from contact surfaces such that a void is created.

H. Firestopping materials shall be moisture resistant, and may not dissolve in water after curing.

I. Materials used shall be in accordance with the manufacturer’s written installation instructions.

J. Identify installed firestop systems with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) of edge of the firestop systems so that labels will be visible to anyone seeking to remove penetrating items or firestop systems. Use mechanical fasteners for metal labels. For plastic labels, use self-adhering type with adhesives capable of permanently bonding labels to surfaces on which labels are placed and provide a label material that will result in partial destruction of label if removal is attempted. Include the following information on labels:

1. The words "Warning - Firestop System - Do Not Disturb. Notify Building Management of Any Damage."

2. Contractor's name, address, and phone number.

3. Firestop system designation of applicable testing and listing agency.

4. Date of installation.

5. Firestop system manufacturer's name.

6. Installer's name.

7. Inspector’s name (if applicable)



K. Inspection of penetrations through fire rated floor and wall assemblies shall be in accordance with ASTM E2174, Standard Practice for On-Site Inspection of Installed Fire Stops and ASTM E2393-04 Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers. The Owner may engage a qualified, independent inspection agency, or material testing agency to perform these inspections.


A. Deliver firestopping products to Project site in original, unopened containers or packages with intact and legible manufacturer’s labels identifying product and manufacturer, date of manufacture/expiration, lot number, listing agency’s classification marking, and mixing instructions for multi-component materials.

B. Store and handle materials per manufacturer’s instructions to prevent deterioration or damage due to moisture, temperature changes, contaminants, or other causes.

C. All firestop materials shall be installed prior to expiration date.

1.9 PROJECT CONDITIONS

A. Environmental Limitations: Install firestopping when ambient or substrate temperatures are within limits permitted by the manufacturer’s written instructions. Do not install firestopping when substrates are wet due to rain, frost, condensation, or other causes.

B. Ventilate per the manufacturers written instructions on the product’s Material Safety Data Sheet.

C. Verify the condition of the substrates before starting work.

D. Care should be taken to ensure that firestopping materials are installed so as not to contaminate adjacent surfaces.

1.10 COORDINATION

A. Coordinate areas prior to firestopping installation with the Owner, Construction Manager and/or all other Contractors.

B. Coordinate construction of openings and penetrating items to ensure that firestopping assemblies are installed according to specified requirements. Opening shall not exceed maximum restrictions allowable for annular spacing per listing or acceptable Engineering Judgments.

C. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate through-penetration firestop systems.

D. Do not conceal firestopping installations until the Owner’s inspection agency or Authorities Having Jurisdiction have examined each installation.

E. Schedule firestopping after installation of penetrants and joints but prior to concealing or obstructing access to areas requiring firestopping.

F. Preinstallation Conference: This conference should be a joint meeting attended by the Owner’s Representative and all prime contractors, respective firestopping sub-contractors and firestopping company field advisor to review project requirements. The agenda for the conference should include the following topics:

1. Review scope of work.

2. Review shop drawings and firestop application log.

3. Review mock-up requirements.

4. Discuss identification labels and locations.

5. Review schedule, coordination and sequencing with all trades.

6. Review any engineering judgments or other special requirements.

7. Function and frequency of inspections and testing labs.



G. Destructive testing shall be performed at mock up and at pre determined intervals according to ASTM E 2174 and ASTM E 2393-04 by the inspector and with the installing Contractor present. Inspector to test for in place installation conformance to tested and listed system or engineering judgment details. Non conformances will result in additional destructive testing, at the cost of the installer.

PART 2 - PRODUCTS

2.1 FIRESTOPPING, GENERAL

A. Firestopping products specified in system design listings by approved testing agencies may be used providing they conform to the construction type, penetrant type, annular space requirements and fire rating involved in each separate assembly.

B. Manufacturer of firestopping products shall have been successfully producing and supplying these products for a period of not less than three years and be able to show evidence of at least ten projects where similar products have been installed and accepted.

C. Accessories: Provide components for each firestop system that is needed to install fill materials and to comply with “Performance Requirements” Article. Use only components specified by the firestopping manufacturer and by the approved testing agencies for the firestop systems indicated. Accessories include, but are not limited to the following items:

1. Permanent forming/damming/backing materials, including the following:

i. Slag wool fiber insulation.

ii. Foams or sealants used to prevent leakage of fill materials in liquid state.

iii. Fire-rated form board.

iv. Polyethylene/polyurethane backer rod.

v. Rigid polystyrene board.

2. Temporary forming materials.

3. Substrate primers.

4. Steel sleeves

D. All firestopping products and systems shall be designed and installed so that the basic sealing system will allow the full restoration of the thermal and fire resistance properties of the barrier being penetrated with minimal repair if penetrants are subsequently removed.

2.2 MIXING

A. For those products requiring mixing before application, comply with firestopping manufacturer’s written instructions for accurate proportioning of materials, water (if required), type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other items or procedures needed to produce products of uniform quality with optimum performance characteristics for application indicated.

2.3 MANUFACTURERS

A. Subject to compliance with the requirements, provide products by one of the following or equivalent manufacturers:

1. Grace Construction Products.

2. Nelson Firestop Products.

3. Hilti Firestop Products.

4. A/D Fire Protection Systems Inc.

5. RectorSeal Corporation (The).



6. Specified Technologies Inc.

7. 3M; Fire Protection Products Division.

8. Tremco; Sealant/Weatherproofing Division.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

C. Verify that all pipes, conduits, cables, and/or other items which penetrate fire-rated construction have been permanently installed prior to installation of firestops.

3.2 PREPARATION

A. Surface Cleaning: Clean out openings immediately before installing firestop systems to comply with written recommendations of firestopping manufacturer and the following requirements:

1. Remove from surfaces of opening substrates and from penetrating items foreign materials that could interfere with adhesion of firestop systems.

2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with firestop systems. Remove loose particles remaining from cleaning operation.

3. Remove laitance and form-release agents from concrete.

3.3 FIRESTOP SYSTEMS INSTALLATION

A. General: Install firestop systems to comply with “Performance Requirements” article in Part 1 and firestopping manufacturer’s written installation instructions and published drawings for products and applications indicated.

B. Installation of firestopping shall be performed by an applicator/installer qualified as described in article 1.7.

C. Apply firestopping in accordance with approved testing agencies listed system designs or manufacturer’s EJ per the manufacturer’s installation instructions.

D. Verify that environmental conditions are safe and suitable for installation of firestop products.

E. Install forming/damming/backing materials and other accessories required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire resistance ratings required.

F. Install joint forming/damming materials and other accessories required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths of installed firestopping material relative to joint widths that allow optimum movement capability and achieve fire resistance ratings required.

G. Install metal framing, curtain wall insulation, mechanical attachments, safing materials and firestop materials as applicable within the system design.

H. Install fill materials for firestop systems by proven techniques to produce the following results:

1. Fill voids, joints and cavities formed by openings, forming materials, accessories, and penetrating items as required to achieve fire-resistance ratings indicated.

2. Apply materials so they fully contact and adhere to substrates formed by openings and penetrating items.



3. For fill materials that will remain exposed after completing Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes.

4. Tool non-sag firestop materials after their application and prior to the time skinning begins. Use tooling agents approved by the firestopping manufacturer.

I. On vertical pipe penetrations, lift riser clamps to permit the installation of firestopping around the entire pipe penetration. For penetrations involving fire or fire/smoke dampers, only firestop products approved by the damper manufacturer shall be installed in accordance with the damper installation instructions.

3.4 FIELD QUALITY CONTROL

A. Inspecting Agency: Authorities Having Jurisdiction, the Owner, or Owner’s Representative shall be allowed to perform random destructive testing during inspection of firestop systems to verify compliance per listings or manufacturer’s installation instructions. All areas of work must be accessible until inspection by the applicable Authorities Having Jurisdiction and inspection agencies. The contractor shall be responsible to repair all tested assemblies with no cost to the owner.

B. Proceed with enclosing firestop systems with other construction only after inspections are complete.

C. Where deficiencies are found, repair or replace firestop systems so they comply with requirements.

3.5 CLEANING AND PROTECTION

A. Clean off excess fill materials adjacent to openings, as Work progresses by methods and with cleaning materials that are approved in writing by firestopping manufacturer(s) and that do not damage materials in which openings occur. Leave finished work in neat, clean condition with no evidence of spillovers or damage to adjacent surfaces.

B. Provide final protection and maintain conditions during and after installation that ensure firestop systems are without damage or deterioration at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated firestop systems immediately and install new materials to produce firestop systems complying with specified requirements.

END OF SECTION



SECTION 09 29 00 - GYPSUM BOARD PART 1 - GENERAL

1.1 SUMMARY

A. Related Documents: 1. Drawings and specifications apply to this Section. 2. Review these documents for coordination with additional requirements and information that apply to

work under this Section.

B. Section Includes: 1. Gypsum board, including joint treatment. 2. Acoustical insulation.

C. Related Sections: 1. Division 09 Section "Painting".

1.2 REFERENCES

A. General: 1. The following documents form part of the Specifications to the extent stated. Where differences exist

between codes and standards, the one affording the greatest protection shall apply. 2. Unless otherwise noted, the referenced standard edition is the current one at the time of

commencement of the Work. 3. Refer to Division 01 Section "General Requirements" for the list of applicable regulatory requirements.

B. ASTM International: 1. ASTM C36 Standard Specification for Gypsum Wallboard. 2. ASTM C475 Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum

Board. 3. ASTM C840 Standard Specification for Application and Finishing of Gypsum Board. 4. ASTM C919 Standard Practice for Use of Sealants in Acoustical Applications.

C. GA – Gypsum Association: 1. GA-214 - Recommended Levels of Gypsum Board Finish, published by the Gypsum Association (GA). 2. GA-600 - Fire Resistance Design Manual.

D. Underwriters Laboratories, Inc (UL) Fire Resistance Directory.

1.3 SUBMITTALS

A. Submit under provisions of Division 01 Section "General Requirements."

B. Product Data: Manufacturer’s product data and installation instructions for each component.


A. Installer's Qualifications: Company with minimum 5 years documented experience specializing in performing the work of this section.

B. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency.

1.5 DELIVERY AND STORAGE



A. Deliver materials in original unopened packages, containers or bundles bearing manufacturer's name, and product name and number.

B. Store materials in compliance with manufacturer’s recommendations, and in an enclosed ventilated shelter providing protection from the elements. Store flat and off floor.


A. Maintain areas to receive gypsum board at temperature recommended by manufacturer.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. United States Gypsum Company, National Gypsum Company, or G-P Gypsum Corporation.

B. All materials included in this Section shall be the products of one manufacturer, unless noted otherwise. 2.2 MATERIALS

A. Gypsum Board Materials: Maximum permissible lengths, Type X, fire rated, ends square cut, tapered edges on boards to be finished, unless otherwise indicated. 1. Gypsum Board: ASTM C36, 5/8" thick.

B. Accessories: 1. Fasteners: Metal screws meeting ASTM C1002, minimum S-12 screws for 20 gage or heavier metal. 2. Trim: Coated steel, designed to be concealed in finished construction by tape and joint compound.

a. Edge Trim: GA-216 “L”, “LK” of “LC”. b. Corner Beads: Manufacturer’s standard metal bead. c. Joint Materials: Reinforcing tape, joint compound, adhesive, water: ASTM C475. d. Fiberglass reinforcing tape where joining to existing plaster. e. Acoustic Sealant: ASTM C919, type for use with gypsum board, non-skinning, non-hardening. f. Acoustic Insulation: ASTM C665, Type I, preformed mineral fiber, friction fit, unfaced, thickness

required to meet indicated STC ratings, or thickness indicated. g. Compressible Tape: Closed cell neoprene tape, adhesive back, width and thickness as required

for gap. h. Electrical Box Sealer (Non-Fire-Rated Partitions): Lowry’s "Electrical Box Pads" (Van Nuys, CA)

no known equal, 6" x 8" x 1/8" thick, resilient sealer pads. Use to seal back and sides of all junction boxes recessed in acoustically rated partitions.

i. Backing Rod: Closed-cell polyethylene foam.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Coordinate with other trades for provisions for insulation, refractory fiber, blocking, metal backing plates, special anchors, access doors and panels, and ensure that such items are properly located and installed prior to installing wall finish.

B. Inspect surfaces, backing, framing and furring systems to receive gypsum board, and report any discrepancies. Starting work implies acceptance of existing conditions.



3.2 PREPARATION

A. Protect adjacent areas and air distribution systems from gypsum dust.

B. Verify that plenum surfaces above gypsum board ceilings are free of dirt, dust and loose construction soil, that construction is otherwise complete and equipment installed, and that surfaces and openings are sealed to prevent leaks, prior to commencing installation of ceiling assembly.

3.3 INSTALLATION

A. Gypsum Board: Install in accordance with ASTM C840 and manufacturer’s recommendations. 1. Fasten gypsum board with screws. 2. Install gypsum board plumb, level, and plane. 3. Erect gypsum board with edges and ends occurring on framing members, except edges and ends that

are perpendicular to framing members. 4. Locate joints on opposite sides on different studs. Joints are not permitted at corners of openings

unless detailed otherwise. 5. Double Layer Applications: Gypsum backer board is permitted for first layer. Secure second layer to

first with adhesive and sufficient mechanical support to hold in place. Apply adhesive in accordance with manufacturer’s recommendations.

6. Ensure joints of second layer do not occur over joints of first layer. 7. Tolerances: Maximum variation of finished surface from true flatness 1/8 inch in 10 feet (3 mm in 3m). 8. Gypsum Board To Receive Ceramic Tile Finish: As above, and 1/16 inch in one foot (1.5 mm in 300

mm). Install gypsum board plumb with square corners so that tile may be installed without variations in joints.

9. Finish: Comply with GA-214. a. Level 1: At areas concealed from view. At fire rated assemblies, comply with requirements of

approved fire rating designs. b. Level 2: At tile substrates and areas not indicated to be painted. c. Level 3: Where heavily textured wall coverings are indicated. d. Level 4: Smooth finish. Where flat paints or light wall coverings are indicated. e. Level 5: Smooth finish. Where gloss, semigloss, enamel or nontextured flat paints are

specified, at severe lighting conditions, and at cleanrooms.

B. Accessories: 1. Corner Beads: Place at external corners; use longest practical lengths. 2. Edge Trim: Place where gypsum board abuts dissimilar materials. 3. Tape, fill and sand exposed joints, edges, corners and openings to produce surface ready to receive

finishes. Feather coats onto adjoining surfaces.

C. Acoustical or Air Sealed Systems: 1. Install acoustical insulation tight within spaces, around cut openings, behind and around electrical and

mechanical items within partitions, and tight to items passing through partitions. 2. Install acoustical sealant in accordance with manufacturer’s instructions. 3. Install acoustical insulation blanket on suspended ceilings at acoustical systems that are not full height

to structure. Lay with faced side up. Provide continuous layer of insulation 4 feet (1200 mm) wide each side of system.

4. Fill all gaps with compressible neoprene tape where gypsum board systems abut window mullions or other surfaces inaccessible for sealant work.

D. Remove and replace defective work.

E. Protect gypsum board work from moisture and contaminants.

END OF SECTION



SECTION 09 91 23 - INTERIOR PAINTING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. Section includes surface preparation and the application of paint systems on: 1. Gypsum board.

1.3 SUBMITTALS

A. Product Data: For each type of product. Include preparation requirements and application instructions.

1. Indicate VOC content.

B. Samples for Initial Selection: For each type of topcoat product.

C. Samples for Verification: For each location of paint color to be matched.

1. Submit Samples on rigid backing, 8 inches square. 2. Label each coat of each Sample. 3. Label each Sample for location and application area.

D. Product List: For each product indicated, include the following:

1. Cross-reference to paint system and locations of application areas. 2. Indicate VOC content.

1.4 CLOSEOUT SUBMITTALS

1. Coating Maintenance Manual: Provide coating maintenance manual including area summary with finish schedule, area detail designating location where each product/color/finish was used, product data pages, material safety data sheets, care and cleaning instructions, touch-up procedures, and color samples of each color and finish used.

1.5 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Paint: 1 quart of each color applied to be provided to the unit owner.


A. Mockups: Apply mockups of each paint area and each color and finish to verify acceptable matching is achieved and to demonstrate aesthetic effects and set quality standards for materials and execution.



1. Final approval of color match selections will be based on mockups.

a. If preliminary color selections are not approved, apply additional mockups of newly matched color at no added cost to Owner.

2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.

3. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.


A. Delivery and Handling: Deliver products to Project site in an undamaged condition in manufacturer's original sealed containers, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. Packaging shall bear the manufacturer’s label with the following information:

1. Product name and type (description). 2. Batch date. 3. Color match data. 4. VOC content. 5. Environmental handling requirements. 6. Surface preparation requirements. 7. Application instructions.

B. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F (7 deg C).

1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily.

1.8 FIELD CONDITIONS

A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F (10 and 35 deg C).

B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis-of-Design Product: Subject to compliance with requirements, provide Sherwin Williams Company products indicated or comparable product from one of the following:

1. Benjamin Moore.

B. Comparable Products: Comparable products of approved manufacturers will be considered in accordance with Section 016000 "Product Requirements," and the following:

1. Products are approved by manufacturer in writing for application specified. 2. Products meet performance and physical characteristics of basis of design product including published

ratio of solids by volume, plus or minus two percent.



C. Source Limitations: Obtain paint materials from single source from single listed manufacturer.

1. Manufacturer's designations listed on a separate color schedule are for color reference only and do not indicate prior approval.

2.2 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. Colors: Paint color is to be custom matched for each area. Matching paint to be of same color and sheen as existing.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. Where acceptability of substrate conditions is in question, apply samples and perform in-situ testing to verify compatibility, adhesion, and film integrity of new paint application.

1. Report, in writing, conditions that may affect application, appearance, or performance of paint.

B. Substrate Conditions:

1. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: a. Gypsum Board: 12 percent.

2. Gypsum Board Substrates: Verify that finishing compound is sanded smooth.

C. Proceed with coating application only after unsatisfactory conditions have been corrected; application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated.

B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants.



3.3 APPLICATION

A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual."

1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final

installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to

match exposed surfaces. 4. Do not paint over labels of independent testing agencies or equipment name, identification, performance

rating, or nomenclature plates. 5. Primers specified in painting schedules may be omitted on items that are factory primed or factory

finished if acceptable to topcoat manufacturers.

B. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.


A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site.

B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.

D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.5 INTERIOR PAINTING SCHEDULE

A. Gypsum Board Substrates:

1. Latex System:

a. Prime Coat: Primer, latex, interior:

1) S-W ProMar 200 Zero VOC Latex Primer, B28W2600, at 4.0 mils (0.102 mm) wet, 1.0 mils (0.025 mm) dry.

b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, sheen to match existing:

1) S-W ProMar 200 Zero VOC Latex, B30-2600 Series, at 4.0 mils (0.102 mm) wet, 1.6 mils (0.041 mm) dry, per coat.

END OF SECTION



SECTION 22 11 16

DOMESTIC WATER PIPING

PART 1 GENERAL


A. PEX-a pipe and fittings for domestic water piping.

1.02 REFERENCES A. ASTM International (ASTM):

1. ASTM D 2765 - Test Methods for Determination of Gel Content and Swell Ratio of Crosslinked Ethylene Plastics. 2. ASTM D 6394 - Specification for Sulfone Plastics (SP). 3. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. 4. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 5. ASTM E 814 - Standard Test Method for Fire Tests of Through-Penetration Fire Stops. 6. ASTM F 877 - Standard Specification for Crosslinked Polyethylene (PEX) Plastic Hot- and Cold-Water Distribution Systems. 7. ASTM F 1960 - Standard Specification for Cold Expansion Fittings with PEX Reinforcing Rings for Use with Crosslinked Polyethylene (PEX) Tubing.

B. American Water Works Association:

1. WWA C904 Standard for Crosslinked Polyethylene (PEX) Pressure Pipe, 1/2 in. Through 3 in., for Water Service. 2. ANSI/NSF Standard 14 Plastics Piping System Components and Related Materials. 3. ANSI/NSF Standard 61 Drinking Water System Components - Health Effects. 4. ANSI/NSF Standard 359 Valves for Crosslinked Polyethylene (PEX) Water Distribution Tubing Systems.

C. American National Standards Institute (ANSI)/Underwriters Laboratories, Inc. (UL)

1. ANSI/UL 263 Standard for Safety for Fire Tests of Building Construction and Materials. 2. ANSI/UL 2846 Standard for Fire Test of Plastic Water Distribution Plumbing Pipe for Visible Flame and Smoke Characteristics.

D. American Society of Mechanical Engineers (ASME): 1. ASME B 16.5 Pipe Flanges and Flanged Fittings: NPS 1/2 through NPS 24 Metric/Inch Standard.

E. Underwriters Laboratories (UL):

1. UL 2846 Standard for Fire Tests of Plastic Water Distribution Plumbing Pipe for Visible Flame and Smoke Characteristics.

F. Uponor, Inc.

1. Uponor Professional Plumbing Installation Guide (UPPIG), 2015. 2. Uponor Plumbing Design Assistance Manual (PDAM), 2017. 3. Uponor Commercial Piping Pocket Guide, 2017.

1.03 SUBMITTALS A. Submit under provisions of Section 01 30 00 - Administrative Requirements. B. Product Data: Provide manufacturer's product submittal data.


A. Installer Qualifications: Installer shall have successfully completed the Uponor Commercial Piping Systems Training Course (formerly Uponor AquaPEX Certification) and is able to provide proof/verification. Course shall be conducted by the manufacturer or a manufacturer's representative.



1.05 DELIVERY, STORAGE, AND HANDLING A. Ordering: Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction

delays. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification

labels intact. C. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at

temperature and humidity conditions recommended by the manufacturer. 1. Store PEX tubing in cartons or under cover to avoid dirt or foreign material from entering the tubing. 2. Do not expose PEX tubing to direct sunlight for more than 30 days. If construction delays are

encountered, cover the tubing to prevent exposure to direct sunlight

1.06 WARRANTY A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions. B. Manufacturer's Warranty: PEX-a manufacturer system warranty shall cover piping and fittings for a duration

of 25 years from the date of installation. Piping system warranty shall apply to potable water distribution and water service systems constructed of pipe and fitting products sourced from the same manufacturer.

PART 2 PRODUCTS

2.01 MANUFACTURERS A. Acceptable Manufacturer: Uponor , which is located at: 5925 148th St. W.; Apple Valley, MN 55124; Toll Free

Tel: 800-321-4739; Tel: 952-891-2000; Fax: 952-891-2008; Email: request info ([email protected]); Web: www.uponorengineering.com | www.uponorengineering.com

B. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.

2.02 PEX PIPE AND FITTINGS

A. PEX-a (Engel-Method Crosslinked Polyethylene) Piping: ASTM F 876 and F877 (CAN/CSA-B137.5) by Uponor.

B. PEX-a Fittings: elbows, adapters, couplings, plugs, tees and multi-port tees (1/2 inch through 3 inch nominal pipe size): ASTM F1960 cold-expansion fitting manufactured from the following material types:

1. UNS No. C69300 Lead-free (LF) Brass. 2. UNS No. C27453 Lead-free (LF) Brass. 3. 20% glass-filled polysulfone as specified in ASTM D 6394. 4. Unreinforced polysulfone (group 01, class 1, grade 2) as specified in ASTM D 6394. 5. Polyphenylsulfone (group 03, class 1, grade 2) as specified in ASTM D 6394. 6. Blend of polyphenylsulfone (55-80%) and unreinforced polysulfone (rem.) as specified in ASTM D 6394. 7. Reinforcing cold-expansion rings shall be manufactured from the same source as PEX-a piping

manufacturer and marked "F1960".

C. Multi-Port Tees: Multiple-outlet fitting complying with ASTM F 877 (CAN/CSA B137.5); with ASTM F 1960 inlets and outlets.

1. Engineered polymer branch multi-port tee. 2. Engineered polymer flow-through multi-port tee. 3. Engineered polymer commercial branch multi-port tee. 4. Engineered polymer commercial branch multi-port elbow. 5. Engineered polymer commercial flow-through multi-port tee.

D. Manifolds: Multiple-outlet assembly complying with ASTM F 877 (CAN/CSA B137.5); with ASTM F 1960

outlets. 1. Engineered polymer valved manifold. 2. Lead - free copper branch manifold. 3. Lead-free copper valved manifold.



2.03 TRANSITION FITTINGS A. PEX-to-Metal Transition Fittings:

1. Manufacturers: Provide fittings from the same manufacturer of the piping. 2. PEX-a to Threaded Brass Transition: One-piece brass fitting with male or female threaded adapter and

ASTM F 1960 cold-expansion end, with PEX-a reinforcing cold-expansion ring. 3. PEX-a to Brass Sweat Transition: One-piece brass fitting with sweat adapter and ASTM F 1960 cold-

expansion end, with PEX-a reinforcing cold-expansion ring. 4. PEX-a to Flange Transition: Two-piece fitting with one steel flange conforming to ASME B 16.5and one

lead free (LF) brass adapter conforming to ASTM F 1960. 5. PEX-a to Groove Transition: One-piece lead free (LF) brass fitting with one CSA B242-05 groove end

in either iron pipe size (IPS) or copper tube size (CTS) and one ASTM F1960 cold-expansion end, with PEX-a reinforcing cold-expansion ring.

6. PEX-a to Water Meter Transition: Two-piece fitting with one NPSM union thread and one ASTM F 1960 cold-expansion end, with PEX-a reinforcing cold-expansion ring.

7. PEX-a to Copper Press Transition: One-piece lead free (LF) brass fitting with one ASME B16.51 copper press end and one ASTM F1960 cold-expansion end, with PEX-a reinforcing cold-expansion ring.

B. PEX-to-Thermoplastic Transition Fittings:

1. PEX-a to CPVC Transition: Thermoplastic fitting with one spigot or socket end and one ASTM F 1960 cold-expansion end, with PEX-a reinforcing cold-expansion ring.

2.04 VALVES

A. PEX-to-PEX, Lead Free (LF) Brass Ball Valves (1/2 inch (16 mm) through 2 inch (50 mm) nominal pipe size) 1. Manufacturers: Provide ball valve(s) from the same manufacturer as the piping system. 2. Full-port ball valve: two-piece, ASTM F1960 cold-expansion ends, with PEX-a reinforcing cold-

expansion ring. 3. LF brass valve with a positive stop shoulder manufactured from C69300 brass. 4. In compliance with: 250 CWP, ANSI/NSF 359, ANSI/NSF 14/61, cNSF-us-pw_G lead free 0.25% Lead

max., ASTM F1960, ASTM F 877 (CAN/CSA B137.5). PART 3 EXECUTION 3.01 EXAMINATION

A. Site Verification of Conditions: Verify that site conditions are acceptable for installation of the domestic water piping. Do not proceed with installation until unacceptable conditions are corrected.

3.02 INSTALLATION

A. Install plumbing system according to the specifications and drawings. B. Comply with manufacturer's product data, including product technical bulletins, installation instructions and

design drawings, including the following. C. Piping Installation:

1. Install PEX-a Pipe Support, fixed anchor points and hangers in compliance with the Uponor Commercial Piping Pocket Guide (2017).

2. PEX shall not be installed in areas within five feet of UV light unless protected. 3. Install piping in compliance with manufacturer's Commercial Piping Pocket Guide (2017).

D. Hangers and Supports:

1. Horizontal PEX-a Piping Hangers: Install CTS hangers suitable for PEX-a piping in compliance with the Uponor Commercial Piping Pocket Guide (2017) and local codes, with the following maximum spacing: a. For IPC Jurisdictions: 3 inch (75mm) and below: Maximum span, 32 inches (0.81 m). b. For UPC Jurisdictions:1 inch (25 mm) and below: Maximum span, 32 inches (0.81 m). c. For UPC Jurisdictions: 1-1/4 inch (31 mm) and above: Maximum span, 48 inches(1.2 m). d. Note: The above maximum hanger spacing requirements may be extended with the use of a

continuous support channel such as Uponor PEX-a Pipe Support. 2. Horizontal PEX-a Piping with PEX-a Pipe Channel: Install hangers for PEX-a piping with horizontal

support channel in accordance with local jurisdiction and manufacturer's recommendations, with the following maximum spacing:



a. 3/4 inch (20 mm) and below: Maximum span, 6 feet (1.8 m). b. 1 inch (25 mm) and above: Maximum span, 8 feet (2.4 m).

3. Vertical PEX-a Piping: Support PEX-a piping with maximum spacing of 5 feet (1.5 m). 4. PEX-a Riser Supports: Install CTS riser clamps at the base of each floor and at the top of every other

floor for domestic hot-water systems. Install mid-story guides between each floor. Install CTS riser clamps at the base of each floor and at the top of every fourth floor for domestic cold-water systems. Install mid-story guides.

END OF SECTION



SECTION 32 92 20

LANDSCAPING

PART 1 GENERAL


A. Restore the condition of the landscaping and grass to at least match pre-construction conditions.

B. Contractor may choose to re-seed or re-sod the damaged grass areas.

C. All damaged shrubs and plants will need to be replaced to match existing.

1.02 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.


A. Grass Option: 1. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable. Deliver

seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging.

2. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer.

B. Sod Option 1. Deliver sod on pallets. Protect exposed roots from dehydration. 2. Do not deliver more sod than can be laid within 24 hours.

PART 2 PRODUCTS

2.01 SOIL MATERIALS

A. Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds and roots; pH value of minimum 5.4 and maximum 7.0.

2.02 WARRANTY

A. All new landscaping must have warranty for one year after landscaping has been installed.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that prepared soil base is ready to receive the work of this Section.

3.02 PLANT AND SHRUB OPTION

A. Do not seed areas in excess of that which can be mulched on same day.

B. Do not sow immediately following rain, when ground is too dry, or during windy periods.

C. Immediately following seeding and compacting, apply mulch to a thickness of 1/8 inches. Maintain clear of shrubs and trees.

D. All damaged shrubs and plants will need to be replaced to match existing.

E. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil.

F. Following germination, immediately re-seed areas without germinated seeds that are larger than 4 by 4 inches.



3.03 LAYING SOD OPTION

A. Moisten prepared surface immediately prior to laying sod.

B. Lay sod immediately after delivery to site to prevent deterioration.

C. Lay sod smooth and tight with no open joints visible, and no overlapping; stagger end joints 12 inches minimum. Do not stretch or overlap sod pieces.

D. Water sodded areas immediately after installation. Saturate sod to 4 inches of soil.

E. After sod and soil have dried, roll sodded areas to ensure good bond between sod and soil and to remove minor depressions and irregularities.

3.04 PROTECTION

A. Cover seeded slopes where grade is 4 inches per foot or greater with erosion fabric. Roll fabric onto slopes without stretching or pulling.

B. Lay fabric smoothly on surface, bury top end of each section in 6 inch deep excavated topsoil trench. Provide 12 inch overlap of adjacent rolls. Backfill trench and rake smooth, level with adjacent soil.

C. Secure outside edges and overlaps at 36 inch intervals with stakes.

D. Lightly dress slopes with topsoil to ensure close contact between fabric and soil.

E. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6 inches.

3.05 MAINTENANCE

A. Continue to water the seeds, or sod, until the grass has become established and full.

B. Any replaced landscaping that does not grow will need to be replaced by the contractor.

END OF SECTION

PLUMBING REPLACEMENT PROJECT

SOUTHRIDGE CONDOMINIUM ASSOCIATION

PROJECT SPECIFICATIONS

PREPARED FOR

Southridge Condominium Association South Lyon, Michigan

CLIENT CONTACT

Southridge Condominium Association 61106 Greenwood Drive

South Lyon, Michigan 60301 Attn: Eric Mondrush

WEC PROJECT #: 17C-417

DATE OF REPORT: November 14, 2017

PREPARED BY:

Grant Ostreko, CDT Associate Engineer

REVIEWED BY:

Mark Waldman, S.E., P.E. President



SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 - Table of Contents

00 11 13 - Advertisement for Bids

00 41 00 - Bid Form

00 43 10 - List of Subcontractors

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

01 10 00 - Summary of Work

01 20 00 - Price and Payment Procedures

01 22 00 - Unit Prices

01 25 00 - Contract Modification Procedures

01 30 00 - Administrative Requirements

01 50 00 - Temporary Facilities and Controls

01 51 00 - Temporary Utilities

01 60 00 - Product Requirements

01 78 00 - Closeout Submittals










32 92 20 – Landscaping

END OF TABLE OF CONTENTS



SECTION 00 11 13

ADVERTISEMENT FOR BIDS

1.01 FROM:

A. The Owner (hereinafter referred to as Southridge Condominium Association): Southridge Condominium Association 61106 Greenwood Drive South Lyon, Michigan

B. And the Engineer (hereinafter referred to as Waldman Engineering Consultants, Inc.): Waldman Engineering Consultants, Inc. 4300 Commerce Court, Suite 260 Lisle, IL 60532 Phone: (630) 922-3000 Fax: (630) 922-3003 Project Manager: Grant Ostreko Email: [email protected] Mobile: 630-915-1034

1.02 DATE: November 14, 2017

PROJECT NAME:



South Lyon, Michigan

PROJECT DESCRIPTION:

This project involves removal of the existing polybutylene domestic supply plumbing and replacement with PEX domestic supply plumbing.

1.03 TO: POTENTIAL BIDDERS

1. Your firm is invited to submit an offer under seal for a Plumbing Replacement Project located at

Southridge Condominium Association, South Lyon, Michigan before 2:00 pm local standard time on December 12, 2017. Bids received after this time will not be accepted. Bids shall be submitted to the following location:

Waldman Engineering Consultants, Inc. 4300 Commerce Court, Suite 260 Lisle, Illinois 60532 Attn: Grant Ostreko Or by email: [email protected]

2. Additional Bid Documents may be obtained from the office of the Engineer for a sum of $50 per set of

documents. Documents will be issued to prime Bidders only. 3. Bidders will not be required to provide Bid security. 4. Refer to other bidding requirements described in Document 00 20 00 - Instructions to Bidders. 5. Submit your offer on the Bid Form provided. 6. Your offer will be required to be submitted under a condition of irrevocability for a period of 45 days

after submission. 7. The Owner reserves the right to accept or reject any or all offers.

END OF ADVERTISEMENT FOR BIDS