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OHC Project CP1602

Zoar Village Bimeler House, Garden House, & Tin Shop

Exterior Repairs 198 Main Street

Zoar, Tuscarawas County, Ohio

PROJECT MANUAL

Architect George M. Kane Jr.

Ohio Historical Society

Ohio History Connection 800 E. 17th Avenue

Columbus, Ohio

Lox A. Logan, Jr. Executive Director

George M. Kane, Jr. Director

Historic Sites and Facilities Division

Fred R. Smith, RA Manager

Architectural Services Department

Chris Buchanan Project Manager (614) 297-2444

February 27, 2015

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Table of Contents – Section 00 01 10

Zoar Village – Exterior Repairs 00 01 10 - 1 February 27, 2015

SECTION 00 01 10 TABLE OF CONTENTS OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio SECTION TITLE PAGES DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 10 Table of Contents 1-2 00 11 16 Notice to Bidders 1-2 00 21 13 Instructions to Bidders 1-4 00 41 13 Form of Proposal – Stipulated Sum 1-4 00 43 13 Bid Guaranty and Contract Bond 1-4 00 45 13.1 Responsible Bidder Information Form (General Contractor) 1-4 00 45 13.2 Responsible Bidder Information Form (Masonry Restoration) 1-4 00 52 13 Agreement Form between Owner and Contractor 1-2 AIA Document A105-2007, modified 1-16 00 52 13.1 Exhibit A – Drawing Index 1-2 00 52 13.2 Exhibit B – Table of Contents/Specifications 1-2 00 73 00 Supplementary Conditions 1-2 00 73 46 Wage Rate Requirements 1-2 DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 1-4 01 21 13 Allowances 1-2 01 23 00 Alternates 1-2 01 33 00 Submittal Procedures 1-6 01 43 00 Quality Assurance 1-2 01 50 00 Temporary Facilities 1-4 DIVISION 02 – SITE CONSTRUCTION 02 41 19 Selective Demolition 1-4 02 83 19 Paint Removal 1-6 DIVISION 03 – NOT USED DIVISION 04 – MASONRY 04 01 20 Masonry Restoration 1-8 DIVISION 05 – NOT USED DIVISION 06 - WOOD AND PLASTICS 06 10 53 Rough Carpentry 1-4 06 20 13 Finish Carpentry 1-4 06 30 00 Epoxy Repair for Deterioration and Decay in Wood 1-6 DIVISION 07 - THERMAL AND MOISTURE PROTECTION



07 32 00 Clay Tile Roof 1-6 07 62 00 Sheet Metal Flashing and Trim 1-4 DIVISION 08 – NOT USED DIVISION 09 – FINISHES 09 01 20 Plaster Repair 1-4 09 91 00 Painting 1-8 DIVISION 10-33 – NOT USED APPENDIX Appendix 1 Prevailing Wage Determination Rates, and Sample Forms

END OF SECTION

Notice to Bidders – Section 00 11 16


SECTION 00 11 16 NOTICE TO BIDDERS Sealed Bids will be received at: Ohio History Connection

Historic Sites and Facilities Division 800 E 17th Avenue, Columbus, Ohio 43211

until 3/25/2015 at 2:00 PM local time (Owner’s clock) and opened immediately thereafter for:

OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio

OHC intends to award the project to one successful Bidder. The Owner intends to award 1 contract to 1 bidder for the project. The Instructions to Bidders, Bid Form, Form of Contract, Drawings, Specifications, and other contract documents may be examined at:

Historic Sites and Facilities Ohio History Connection 800 E 17th Avenue Columbus, Ohio 43211

Bid Documents will be available electronically and as hardcopy on 2/25/2015. Obtain the electronic versions by registering on the plan holders list and downloading documents from the OHS website at: http://www.ohiohistory.org/hsfprojects. Direct all questions and comments to the OHS Project Manager:

Mr. Chris Buchanan V: (614) 297-2444 F: (614) 297-2455

A mandatory pre-bid conference will be held at 1:00 PM until approximately 2:00 PM on 3/11/2015 at:

Bimeler House Museum 198 W. Third Street Zoar, Ohio 44697

OHC requires bidders to attend the conference for an overview of the project, scope, content, administrative procedures and an opportunity to view the project site. The anticipated project cost is $162,411.

http://www.ohiohistory.org/hsfprojects

Notice to Bidders – Section 00 11 16


A Bid Guaranty and Contract Bond are required as defined in the Contract Documents. Prevailing wage rates for Tuscarawas County as determined by the State of Ohio, Department of Commerce, Division of Labor and Safety will be applicable to this Work. No bids may be withdrawn within ninety (90) days after the Bid Opening. The Owner reserves the right to waive irregularities and to reject any or all bids.

END OF SECTION

Instructions to Bidders – Section 00 21 13


SECTION 00 21 13 INSTRUCTIONS TO BIDDERS OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio PART 1 - GENERAL 1.1 INSTRUCTIONS

A. To be considered, bids must be made in accordance with these Instructions to Bidders.

1.2 DOCUMENTS

A. For instructions on obtaining bid documents, see section 00 11 16 Notice to Bidders. Documents are available at no cost by downloading them from the OHC website at: http://www.ohiohistory.org/hsfprojects.

B. Direct questions to OHC Project Manager, as noted in section 00 11 16 Notice to

Bidders. 1.3 EXAMINATION

A. Before submitting a bid, Bidder shall carefully examine the documents and the construction sites to obtain firsthand knowledge of the existing conditions. Contractors will not be given extra payment for conditions which can be determined by examining the site and documents.

B. Bidders may make arrangements to visit the site and inspect existing conditions

during business hours Monday through Friday by calling Zoar Community Association (330) 874-3011.

C. A mandatory pre-bid conference for all interested parties will be held as provided in

the Notice to Bidders. 1.4 PREPARATION OF BIDS

A. Bids shall be made on an unaltered Bid Form provided in the Bid Documents. Fill in all blank spaces and submit one (1) original. Bids shall be signed with name typed or printed below signature. Where Bidder is a corporation, follow by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation to a contract.

B. The Bidder must include prices for all alternates, substitutions, and unit costs on

the Bid Form, if any. Failure to comply may be cause for rejection. 1.5 BID GUARANTY AND CONTRACT BOND

http://www.ohiohistory.org/hsfprojects



A. Bid Guaranties and Contract Bonds must be satisfactory to Ohio History

Connection.

B. The BID GUARANTY AND CONTRACT BOND form provided herein by Ohio History Connection shall be used without change.

C. If the amount is left blank, the penal sum of the Bid Guaranty and Contract Bond

will be the full amount of the principal’s base bid plus add alternates; alternatively, if complete, the amount must be not less than the full amount of the base bid plus add alternates, stated in dollars and cents. A percentage is not acceptable.

D. The Bid Guaranty and Contract Bond must be signed by an Authorized Agent of an

acceptable Surety Bonding Company and by the Bidder. A surety company authorized by the Ohio Department of Insurance to transact business in the State of Ohio must issue the bond. It is essential that the bond be issued by a surety company which can adequately demonstrate a record of competent underwriting, efficient management, adequate reserves and soundness of investments as demonstrated by Best's Insurance Reports rating of A- or better.

E. Bid Guaranties and Contract Bonds must be supported by credentials showing the

following: 1. Power of Attorney of the Agent. 2. Corporate Seals must be affixed to all originals and certified copies.

F. In lieu of the Bid Guaranty referred to in Paragraph 1.05, B. above, the bidder may

submit the Bid Guaranty in the form of a Certified Check, Cashier’s Check or Letter of Credit. A bid bond is not acceptable for use as a Bid Guaranty. 1. The amount of the Certified Check, Cashier’s Check or Letter of Credit shall

be equal to ten percent (10%) of the base bid plus add alternates. 2. The Bid Guaranty shall be payable to the Ohio Historical Society.

G. The Bid Guaranty and Contract Bond shall be returned to all unsuccessful bidders

immediately after the Contract is executed.

H. The Certified Check, Cashier’s Check or Letter of Credit shall be returned to the successful bidder upon filing of the Contract Bond. The bond shall not be deemed "filed" until the Contract is fully executed.

1.6 SUBMITTAL

A. Submit Bid Forms in an opaque, sealed envelope. Identify the envelope with: 1. OHC project number 2. Project Name 3. Bidder’s Company Name 4. The phrase, “Sealed Bid Enclosed – Attn: Historic Sites and Facilities”

B. Submit bids in accordance with the Notice to Bidders. A faxed Bid will not be

accepted.



1.7 OHIO SALES TAX

A. Material purchased for use or consumption in connection with the proposed work will be exempt from the State of Ohio Sales Tax as provided for in Section 5739.02 in the Revised Code of Ohio, and also from the State of Ohio Use Tax, Section 5741.01.

B. Purchases by the Contractor of expendable items such as form lumber, tools, oils,

greases, fuel or equipment rentals are subject to the application of the Ohio Sales or Use Tax.

1.8 WAGE RATES

A. The wages to be paid for a legal days work to laborers, workmen or mechanics engaged in the work under this contract at the site of the project for the trade or occupation employed shall not be less than the wage rates set forth by the Department of Employment Services of the State of Ohio in effect for Tuscarawas County, as of the date bids are received for the project. Reference wage rates as listed herein.

1.9 DOCUMENTS REQUIRED PRIOR TO SIGNING CONTRACT

A. Immediately upon the award of, and prior to the signing of the contract, the successful bidder shall furnish to the Architect: 1. A Schedule of Values (AIA Document G703, Continuation Sheet) for various

categories of work showing itemized labor and material amounts for the total contract price. The Schedule of Values must clearly indicate separate costs for each building project. Further, each separate cost must indicate proper allocation for materials and labor for each line item.

2. Certificates of Insurance from company insuring the work. 3. Worker's Compensation Certificate. 4. To support the Bid Guaranty and Contract Bond, the successful bidder shall

also furnish the following: a. Credentials showing the Power of Attorney. b. A Certificate of Compliance issued by the Division of Insurance showing

the Bonding Company is licensed to do business in the State of Ohio. c. Financial statement of Bonding Company.

5. List of all Sub-contractors 6. Construction Schedule

B. If the successful bidder is a foreign corporation, i.e. not incorporated under the

laws of the State of Ohio, the Bidder shall also furnish: 1. A certificate from the Secretary of State showing the right of the successful

bidder to do business in the State of Ohio. 2. If the successful bidder is a domestic or foreign corporation, the person

signing as agent such contract for the corporation shall, upon the Owner’s request, file legal evidence of the agent’s authority to bind the corporation.



1.10 AWARD OF CONTRACT

A. The Owner reserves the right to accept any bid, to reject any and all bids, and to negotiate contract terms with the various bidders.

1.11 TIME OF COMPLETION

A. Complete all work in the time period established in the Supplementary Conditions. 1.12 STATE OF OHIO RESPONSIBILITY

A. Each party hereto recognizes and agrees that the Ohio Cultural Facilities Commission, the Ohio Building Authority, the Ohio Department of Administrative Services and the State of Ohio are not bound by or liable under this contract or license, as applicable, and are not responsible for the acts or omissions of the Ohio Historical Society.

PART 2 – NOT USED PART 3 – NOT USED

END OF SECTION

Form of Proposal – Section 00 41 13


SECTION 00 41 13 FORM OF PROPOSAL – STIPULATED SUM OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio TO: Ohio History Connection

Director of Historic Sites and Facilities 800 E 17th Avenue Columbus, Ohio 43211

1.0 GENERAL

By submitting this Bid, Bidder acknowledges its receipt of all Addenda, which it has listed below and that the absence of the Bidder’s acknowledgement of receiving all Addenda may be cause, in the Owner’s sole discretion, for the Owner not to accept the Bid.

Bidder: list below each Addenda and its respective issue date in the spaces provided. Attach additional sheets if necessary.

Addendum #________________________ Date______________

Addendum #________________________ Date______________

Addendum #________________________ Date______________

The undersigned Bidder hereby agrees to accept the award of the Contract if offered, and to timely commence and perform the Work, provided the award occurs within a reasonable time after the Bid Opening.

BIDDER: COMPANY NAME _________________________________________________________ ADDRESS ___________________________________________________________ ___________________________________________________________

TELEPHONE NUMBER WITH AREA CODE ______________________________________ FEDERAL TAX ID NUMBER __________________________________________________ NAME OF OFFICER or OWNER ______________________________________________

(Type or Print) SIGNATURE ___________________________________________________________ OFFICE ____________________________________ DATE _____________________



2.0 PROPOSAL 2.1 BASE BID A: ZOAR TIN SHOP ROOF REPLACEMENT

Part A: Provide new tile roof including sheathing, underlayment, flashings etc., and rebuild brick chimney Allowance: This bid includes a material allowance of $24,650 for custom roof tile, including delivery to job site. Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

2.1 BASE BID B: GARDEN HOUSE EXTERIOR REPAIRS AND PAINTING

Part B: Repair foundation stone and strip, paint, and seal exterior brick. Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

2.2 BASE BID C: BIMELER HOUSE PAINT STRIPING

Part C: Strip paint from brick, and caulk cracks Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

3.0 ALTERNATES 3.1 ALTERNATE #1: TIN SHOP STUCCO AND TRIM

Alternate #1: Stucco exterior, including lath flashing and new wood trim Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

3.2 ALTERNATE #2: GARDEN HOUSE INTERIOR PLASTER REPAIR Alternate #2: Patch designated areas of interior plaster, prime and paint Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)



3.3 ALTERNATE #3: GARDEN HOUSE EXTERIOR PAINTING Alternate #3: Repair windows, prep, and paint all exterior wood Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

3.4 ALTERNATE #4: GARDEN HOUSE COMPLETE REPOINTING Alternate #4: Complete repointing of exterior brick walls Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

3.4 COMBINED BID The bidder wishes to offer a combined bid for the combination of Base Bids and/or Alternates as specified below. It is understood that he Owner may choose to award contracts for base bids or alternates to separate bidders in any combination. Combined bid includes: __________________________________________ Bid _ _________________________________________________________ Dollars (Bidder: type or clearly print total proposal in words) ($__________________)

4.0 PERIOD OF PERFORMANCE / LIQUIDATED DAMAGES

A. The Period of Performance and Liquidated Damage rates are indicated in the Supplementary Conditions.

B. Bidder may propose a different Period of Performance as a Substitution below. 5.0 SUBSTITUTIONS A. Bidder may propose up to three substitutions below. Provide additional sheets

as necessary to accurately describe the substitution. If accepted by the Owner, a substitution shall be incorporated in the Bid and Contract and shall be bound by all Contract provisions.

Proposed Substitute Add Deduct



1.

2.

3.

6.0 SUCCESSFUL BIDDER ASSISTANCE AND COOPERATION

A. The accepted Bidder shall assist and cooperate with the Owner in preparing the Agreement, and within seven (7) days following presentation of the Agreement to the successful Bidder, the successful Bidder shall execute three (3) originals and return them to the Owner.

END OF SECTION

Bid Guaranty and Contract Bond

OHIO HISTORY CONNECTION ▪ Historic Sites and Facilities Division 800 E. 17th Ave. ▪ Columbus, Ohio 43211–2497

OHS BG&CB v20090501

Section153.571 Ohio Revised Code

KNOW ALL PERSONS BY THESE PRESENTS, that we, the undersigned as Principal and as Surety are hereby held and firmly bound unto the Ohio Historical Society as Obligee in the penal sum of the dollar amount of the bid submitted by the Principal to the Obligee on: to undertake the project known as: Type or print date of bid submittal . OHS Project number OHS Project Name

The penal sum referred to herein shall be the dollar amount of the Principal’s bid to the Obligee, incorporating any additive and deductive alternate proposals made by the Principal on the date referred to above to the Obligee, which are accepted by the Obligee. In no case shall the penal sum exceed the amount of

$ Type or print amount first in words, then numbers

(When the line above is left blank, the penal sum will be the full amount of the Principal’s Bid including alternates. When the line above indicates an amount, the amount stated must not be less than the full amount of the Bid including alternates in dollars and cents; a percentage is not acceptable.)

for the payment of the penal sum well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that whereas the above named Principal has submitted a bid on the above-referred project, NOW, THEREFORE, if the Obligee accepts the bid of the Principal and the Principal fails to enter into a proper contract in accordance with the bid, plans, details, specifications, and bills of material; and in the event the Principal pays to the Obligee the difference not to exceed ten percent of the penalty hereof between the amount specified in the bid and such larger amount for which the Obligee may in good faith contract with the next lowest bidder to perform the work covered by the bid; or in the event the Obligee does not award the contract to the next lowest bidder and resubmits the project for bidding, the Principal will pay the Obligee the difference not to exceed ten percent of the penalty hereof between the amount specified in the bid, or the costs, in advertising and printing and mailing notices to prospective bidders, whichever is less, then this obligation shall be null and void, otherwise to remain in full force and effect. If the Obligee accepts the bid of the Principal and the Principal, within ten days after the awarding of the contract, enters into a proper contract in accordance with the bid, plans, details, specifications, and bills of material, which said contract is made a part of this bond the same as though set forth herein; and

Bid Guaranty and Contract Bond continued

OHIO HISTORY CONNECTION ▪ Historic Sites and Facilities Division

800 E. 17th Ave. ▪ Columbus, Ohio 43211–2497

OHS Project: OHS Project Name:

Page 2 of 2

NOW ALSO, if the Principal shall well and faithfully perform each and every condition of such contract; and indemnify the Obligee against all damage suffered by failure to perform such contract according to the provisions thereof and in accordance with the plans, details, specifications, and bills of material therefore; and shall pay all lawful claims of subcontractors, materials suppliers, and laborers, for labor performed and materials furnished in the carrying forward, performing, or completing of said contract; we agreeing and assenting that this undertaking shall be for the benefit of any materials supplier or laborer having a just claim, as well as for the Obligee herein; then this obligation shall be void; otherwise the same shall remain in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. THE SURETY HEREBY STIPULATES AND AGREES that no modifications, omissions, or additions, in or to the terms of said contract or in or to the plans and specifications therefore shall in any wise affect the obligations of said Surety on its bond, and it does hereby waive notice of any such modifications, omissions or additions to the terms of the contract or to the work or to the specifications. BOND NUMBER: SIGNED AND SEALED this day of , 20 PRINCIPAL SURETY Type or type authorized officer or owner name and title Type or print Agent’s name and title

(seal) (seal) Signature Signature (Attorney-in-Fact)

Surety Company Address and Telephone: Surety Agent’s Address and Telephone:

Street Street

City, State, Zip City, State, Zip

Telephone with Area Code Telephone with Area Code

NOTE: Failure by any party to sign Bid Guaranty and Contract Bond shall result in rejection of bid.

Responsible Bidder Form – Section 00 45 13.1

Zoar Village – Exterior Repairs 00 45 13.1 - 1 February 27, 2015

SECTION 00 45 13.1 RESPONSIBLE BIDDER INFORMATION FORM – GENERAL CONTRACTOR OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio Attach additional pages as needed. 1. Company Name __________________________________________________________

Company Address __________________________________________________________ Street

__________________________________________________________

City State Zip

Company Telephone Number (w/ Area Code) (________)________________________

Company Fax Number (________)________________________

Company Email _________________________________________________________ 2. Indicate the overall experience of the Bidder performing the trades bid including the years in

business performing the trade under present and former business names.

3. List three projects that the Bidder has completed that are similar in scope to the current project. Include contact information.

Project Scope Value Contact

a)

b)

c)



4. List three projects that the Bidder has completed, which show experience coordinating hazardous materials removal (such as lead paint).


a)

b)

c)

5. List the primary Subcontractors for this project. Indicate the overall experience of the Subcontractors, including the years in business performing the trade under present and former business names.

6. The apparent low Bidder shall submit, upon request of the Division, either:

a) An annual financial statement prepared within the twelve (12) months prior to the bid by an independent licensed accounting firm; and the name, address, contact person and phone number of the bank normally used by the Bidder for its primary banking; or,

b) A financial report generated within 30 days prior to the Bid from Standard and Poors, Dun and

Bradstreet or a similar company acceptable to the State documenting the financial condition of the Bidder; and the name, address, contact person and phone number of the bank normally used by the Bidder for its primary banking;

This information is not a public record under Section 149.43, ORC; and will remain confidential, except under proper order of a court.

7. Indicate the Bidder’s relevant facilities and major equipment, whether leased or owned,



8. List all ongoing Projects and Projects completed in the last four (4) years which are similar in cost and type to the Project being bid. Include scope of Work, Contract value and Project name/contact Person/address/phone number for each Owner and Associate for each Project.


a)

b)

c)

d)

9. Indicate all occurrences of the following in the last four (4) years (if none, so state). For verification by the State, attach documentation, and/or provide sufficient and appropriate detail information such as: Project name, Owner, contact person and phone number, Contract amount, etc.

a) Prevailing Wage violations or judgments

b) Affirmative Action violations

c) Contract abandonment, Contract termination or Surety takeover

d) Debarment by State, federal or local jurisdictions



e) EPA/OSHA violations

f) Liquidated damages assessed

10. Management. Identify individuals assigned to this project.

Principal _______________________________ Years with firm ________ Total Exp._______

Project Manager _________________________ Years with firm ________ Total Exp.______

Field Superintendent ______________________ Years with firm ________ Total Exp.______

CPM Scheduler __________________________ Years with firm ________ Total Exp.______

11. Certification. I hereby certify that the information above is factual and complete.

Company Name ___________________________________________________________

Authorized Official (please print or type) __________________________________________

Signature of Authorized Official ______________________________ Date ___________

END OF SECTION



SECTION 00 45 13.2 RESPONSIBLE BIDDER INFORMATION FORM – MASONRY RESTORATION OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio Attach additional pages as needed. 1. Company Name __________________________________________________________

Company Address __________________________________________________________ Street

__________________________________________________________

City State Zip

Company Telephone Number (w/ Area Code) (________)________________________

Company Fax Number (________)________________________

Company Email _________________________________________________________ 2. Indicate the overall experience of the Bidder performing the trades bid including the years in

business performing the trade under present and former business names.

3. List three projects that the Bidder has completed that are similar in scope to the current project. Include contact information.


a)

b)

c)



4. List three projects that the Bidder has completed, which show experience coordinating hazardous materials removal (such as lead paint).


a)

b)

c)

5. List the primary Subcontractors for this project. Indicate the overall experience of the Subcontractors, including the years in business performing the trade under present and former business names.

6. The apparent low Bidder shall submit, upon request of the Division, either:

a) An annual financial statement prepared within the twelve (12) months prior to the bid by an independent licensed accounting firm; and the name, address, contact person and phone number of the bank normally used by the Bidder for its primary banking; or,

b) A financial report generated within 30 days prior to the Bid from Standard and Poors, Dun and

Bradstreet or a similar company acceptable to the State documenting the financial condition of the Bidder; and the name, address, contact person and phone number of the bank normally used by the Bidder for its primary banking;

This information is not a public record under Section 149.43, ORC; and will remain confidential, except under proper order of a court.

7. Indicate the Bidder’s relevant facilities and major equipment, whether leased or owned,



8. List all ongoing Projects and Projects completed in the last four (4) years which are similar in cost and type to the Project being bid. Include scope of Work, Contract value and Project name/contact Person/address/phone number for each Owner and Associate for each Project.


a)

b)

c)

d)

9. Indicate all occurrences of the following in the last four (4) years (if none, so state). For verification by the State, attach documentation, and/or provide sufficient and appropriate detail information such as: Project name, Owner, contact person and phone number, Contract amount, etc.

a) Prevailing Wage violations or judgments

b) Affirmative Action violations

c) Contract abandonment, Contract termination or Surety takeover

d) Debarment by State, federal or local jurisdictions



e) EPA/OSHA violations

f) Liquidated damages assessed

10. Management. Identify individuals assigned to this project.

Principal _______________________________ Years with firm ________ Total Exp._______

Project Manager _________________________ Years with firm ________ Total Exp.______

Field Superintendent ______________________ Years with firm ________ Total Exp.______

CPM Scheduler __________________________ Years with firm ________ Total Exp.______

11. Certification. I hereby certify that the information above is factual and complete.

Company Name ___________________________________________________________

Authorized Official (please print or type) __________________________________________

Signature of Authorized Official ______________________________ Date ___________

END OF SECTION

Agreement Form Between Owner and Contractor – Section 00 52 13


AGREEMENT FORM BETWEEN OWNER AND CONTRACTOR

A draft of AIA Document A105-2007, modified, follows this page.

Agreement Form Between Owner and Contractor – Section 00 52 13



AIA®

Document A105TM – 2007 Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project Editing Template CAUTION: Take care not to remove or otherwise edit Project Data fill-point areas (Basic Information, Contract Details and Project Team) when making edits to this document.

AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document.

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ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed.

This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification.

State or local law may impose requirements on contracts for home improvements. If this document will be used for Work on the Owner’s residence, the Owner should consult local authorities or an attorney to verify requirements applicable to this Agreement.

ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document.

AGREEMENT made as of the « » day of « » in the year « » (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) « » and the Contractor: (Name, legal status, address and other information) « »« » « » « » «v: (nnn) nnn-nnnn f: (nnn) nnn-nnnn Federal Tax I.D. nn-nnnnnn » for the following Project: (Name, location and detailed description) «OHS Project AAnnnn » « » « » The Architect: (Name, legal status, address and other information) « »« » « » « » « » The Owner and Contractor agree as follows.


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TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 CONTRACT TIME, DATES OF COMMENCEMENT, SUBSTANTIAL AND FINAL COMPLETION 3 CONTRACT SUM 4 PAYMENT 5 INSURANCE AND BONDS 6 GENERAL PROVISIONS 7 OWNER 8 CONTRACTOR 9 ARCHITECT 10 CHANGES IN THE WORK 11 TIME AND LIQUIDATED DAMAGES 12 PAYMENTS AND COMPLETION 13 PROTECTION OF PERSONS AND PROPERTY 14 CORRECTION OF WORK 15 MISCELLANEOUS PROVISIONS 16 TERMINATION OF THE CONTRACT ARTICLE 1 THE CONTRACT DOCUMENTS § 1.1 The Contractor shall complete the Work described in the Contract Documents for the Project. The Contract Documents consist of

.1 this Agreement signed by the Owner and Contractor;

.2 the drawings and specifications prepared by the Architect, dated « » , as provided in the attached Exhibit A - Schedule of Drawings and Exhibit B - Table of Contents/Project Specifications and as enumerated as follows:

Drawings: Number Title Date

Specifications: Section Title Pages

.3 addenda prepared by the Architect as follows:

Number Date Pages


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.4 written orders for changes in the Work issued after execution of this Agreement; and

.5 other documents, if any, identified as follows: « »

ARTICLE 2 CONTRACT TIME, DATES OF COMMENCEMENT, SUBSTANTIAL AND FINAL COMPLETION § 2.1 Contract Time The Contract Time is the number of calendar days available to the Contractor to achieve Final Completion. The Contract Time begins on the Date of Commencement as provided in §2.2 and ends on the Date of Final Completion as provided in §12.6.3. § 2.2 DATE OF COMMENCEMENT The Date of Commencement shall be established in a notice to proceed issued by the Architect, as authorized by the Owner or as provided in the Supplementary Conditions and is the day the Contractor is authorized to begin its activities under this Contract. § 2.3 SUBSTANTIAL COMPLETION AND FINAL COMPLETION § 2.3.1 The initial date of Substantial Completion shall be the named date or the last day of the period to achieve Substantial Completion as established in the Supplementary Conditions, unless and until modified as provided in Article 10. The Contractor shall schedule and prosecute the Work regularly and diligently at a rate of progress to achieve a Certificate of Substantial Completion on or before the approved date of Substantial Completion. « » § 2.3.2 The initial date of Final Completion shall be the named date or the last day of the period to achieve Final Completion as established in the Supplementary Conditions, unless and until modified as provided in Article 10. The Contractor shall schedule and prosecute the Work regularly and diligently at a rate of progress to achieve Final Completion on or before the date of Final Completion. ARTICLE 3 CONTRACT SUM § 3.1 Subject to additions and deductions in accordance with Article 10, the Contract Sum is: « » ($ « » ) § 3.2 For purposes of payment, the Contract Sum includes the following values related to portions of the Work: (Itemize the Contract Sum among the major portions of the Work or indicate “As provided in the approved schedule of values”.) Portion of Work Value § 3.3 Unit prices, if any, are as follows: (Identify and state the unit price; state the quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit ($ 0.00) § 3.4 Allowances included in the Contract Sum, if any, are as follows: (Identify allowance and state exclusions, if any, from the allowance price.) Item Price § 3.5 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and hereby accepted by the Owner:


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(State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) « » § 3.6 The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work. ARTICLE 4 PAYMENT § 4.1 Based on Contractor’s Applications for Payment certified by the Architect, the Owner shall pay the Contractor, in accordance with Article 12, except for withholding 10% from each payment as retainage. The Owner will pay retainage to the contractor in response to the first Application for Payment to Contractor submits after the work is substantially complete. (Insert below timing for payments and provisions for withholding retainage, if any.) « » § 4.2 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate below, or in the absence thereof, at the legal rate prevailing at the place of the Project. «0.00% (zero) percent » « » § 4.3 RETAINAGE § 4.3.1 When the major portion of the Work is complete or is in use by the Owner (as determined by the Architect and approved by the Owner) the Contractor may request a reduction in the amount retained as determined under §12.2.1.4 § 4.3.2 Upon written consent of the Contractor’s surety, and the Contractor’s submittal of lien releases from the Contractor’s subcontractors and material suppliers for work performed to date and for materials ordered to date, the Owner may at its sole discretion, reduce the amount retained. § 4.3.3 Any reduction or release of retained funds shall not be a waiver of the Owner’s right to retain funds relative to future payments to the Contractor, or any other right or remedy the Owner has under the Contract Documents at law or in equity. ARTICLE 5 INSURANCE AND BONDS § 5.1 The Contractor shall provide Contractor’s general liability and other insurance as follows: (Insert specific insurance requirements and limits.) § 5.2. WORKER’S COMPENSATION § 5.2.1 All Contractors shall procure and maintain during the life of this Contract, and provide evidence of Worker’s Compensation Insurance as required by the State of Ohio for all employees to be engaged on the project prior to commencing any work on the project. § 5.2.2 The Contractor shall require its subcontractors to procure and maintain during the life of the Contract, Worker’s Compensation Insurance as required by the state of Ohio for all employees to be engaged on the project and shall require its subcontractors to provide evidence of such coverage to the contractor before commencing the subcontractor work on the project. § 5.3 INSURANCE


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§ 5.3.1 The Contractor shall not commence work under this Agreement until Contractor has obtained all the insurance required hereunder and such insurance has been approved by the Ohio Historical Society. The Contractor shall not allow any subcontractor to commence work on a subcontract until all similar insurance required of the subcontractor(s) has been so obtained and approved. Approval of the insurance by the Ohio Historical Society shall not relieve or decrease the liability of the Contractor hereunder.

.1 The Contractor shall provide acceptable evidence of the required insurance which shall also include the Ohio Historical Society project number and name and the insurance agent company name, address, and telephone number.

§ 5.4 CONTRACTOR’S LIABILITY INSURANCE § 5.4.1 The Contractor shall acquire and maintain during the term of the Contract, Bodily Injury and Property Damage Liability Insurance under an acceptable Comprehensive General/Automobile Liability Policy which shall provide and include coverage on all Contractor’s Operations, Contractor’s Protective (Sublet) Liability, Contractual Liability, Completed Operations Liability, Owned Automobiles and Non-Owned and Hired Automobiles.

.1 The Contractor shall provide and shall require its Subcontractors to provide insurance required by this section that names the Ohio Historical Society as an additional insured.

§ 5.4.2 The Contractor shall acquire and maintain Property Damage Liability Insurance in an amount of not less than One Million ($1,000,000.00) Dollars per occurrence with General Liability extended to provide “Broad Form Property Liability” and in the amount of not less than Three Million ($3,000,000.00) Dollars aggregate for damage on account of all occurrences.

§ 5.4.3 Provide Bodily Injury Liability limits for an amount of not less than One Million ($1,000,000.00) Dollars for injuries, including wrongful death to any one person, and subject to the same limit for each person, in an amount of not less than Three Million ($3,000,000.00) Dollars on the account of any one occurrence. § 5.4.4 Any combination of underlying Comprehensive General/Automobile Liability coverage with Umbrella/Excess Liability coverage which provides not less than Three Million ($3,000,000.00) Dollars Single Limit Bodily Injury and Property Damage Liability Insurance for the Contractor will also be acceptable. § 5.5 CONTRACTOR’S PROPERTY INSURANCE § 5.5.1 The Contractor shall maintain Property Insurance (e.g. Builder’s Rick, Installation Floater) to protect itself and the Ohio Historical Society from loss incurred by fire, lightning, extended coverage hazards, vandalism, malicious mischief, and other casualties in the full amount of the Contract and such insurance shall cover all labor and materials connected with the work, including materials delivered to the site and not yet installed in the project. The insurance shal specifically name coverage for loss incurred due to theft. The insurance specifically shall name coverage for loss incurred due to theft. Prior to commencement of any work under this Contract, for each type of insurance coverage under this section 5.5.1, the Contractor shall furnish to the Owner one (1) original evidence of coverage signed by an authorized representative of the insurer.. § 5.7 INDEMNIFICATION AND SUBROGATION § 5.7.1 The maintaining of such insurance as outlined herein shall in no way constitute a waiver of legal liability for damage to any adjoining buildings or their contents or the work and property of others on the site beyond the limits of insurance thus maintained. The Contractor shall indemnify and hold the Ohio Historical Society, its volunteers, employees, and officers free and harmless from any injury and damage resulting from the negligent or faulty performance of the Contract by the Contractor or subcontractors. § 5.7.2 The Contractor shall provide and shall require its Subcontractors to provide insurance under § 5.4 Contractor’s Liability Insurance and §5.5 Contractor’s Property Insurance naming the Ohio Historical Society as an additional insured.


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§ 5.7.3 The Owner, Contractor and its subcontractors understand and agree, by entering into this Agreement, to waive subrogation § 5.8 BONDS § 5.8.1 The Contractor shall maintain the Contract Bond submitted with the Contractor’s Bid and accepted by the Owner. § 5.8.2 In the situation in which the Contractor submitted certified funds as its Bid Bond with its Bid, the Contractor shall acquire and maintain a Contract Bond acceptable to the Owner as a condition precedent to the execution of this Agreement. ARTICLE 6 GENERAL PROVISIONS § 6.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a written modification in accordance with Article 10. § 6.2 THE WORK The term “Work” means the construction and services required by the Contract Documents, and includes all other labor, materials, equipment and services provided, or to be provided, by the Contractor to fulfill the Contractor’s obligations. § 6.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. § 6.4 OWNERSHIP AND USE OF ARCHITECT’S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Documents prepared by the Architect are instruments of the Architect’s service for use solely with respect to this Project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. The Contractor, subcontractors, sub-subcontractors, and material or equipment suppliers are authorized to use and reproduce the instruments of service solely and exclusively for execution of the Work. The instruments of service may not be used for other Projects or for additions to this Project outside the scope of the Work without the specific written consent of the Architect. ARTICLE 7 OWNER § 7.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 7.1.1 If requested by the Contractor, the Owner shall furnish all necessary surveys and a legal description of the site. § 7.1.2 If the Owner requires time to accommodate the filing legal documents and other interests prior to the date of Commencement, the Owner’s time requirement shall be indicated in the Supplementary Conditions. In the absence of such information in the Supplementary Conditions, the time shall be ninety (90) days after the date of this Contract. § 7.2 OWNER’S RIGHT TO STOP THE WORK If the Contractor fails to correct Work which is not in accordance with the Contract Documents, the Owner may direct the Contractor in writing to stop the Work until the correction is made. § 7.3 OWNER’S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, correct


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such deficiencies. In such case, the Contract Sum shall be adjusted to deduct the cost of correction from payments due the Contractor. § 7.4 OWNER’S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 7.4.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner’s own forces, and to award separate contracts in connection with other portions of the Project. § 7.4.2 The Contractor shall coordinate and cooperate with the Owner’s own forces and separate contractors employed by the Owner. § 7.4.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. ARTICLE 8 CONTRACTOR § 8.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 8.1.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 8.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner. Before commencing activities, the Contractor shall (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to the Contractor with the Contract Documents; and (3) promptly report errors, inconsistencies or omissions discovered to the Architect. § 8.2 CONTRACTOR’S CONSTRUCTION SCHEDULE The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner’s and Architect’s information a Contractor’s construction schedule for the Work. § 8.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 8.3.1 The Contractor shall supervise and direct the Work, using the Contractor’s best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. § 8.3.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Contractor shall not contract with any subcontractor or supplier to whom the Owner or Architect have made a timely and reasonable objection. § 8.4 LABOR AND MATERIALS § 8.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work. § 8.4.2 The Contractor shall enforce strict discipline and good order among the Contractor’s employees and other persons carrying out the Contract Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. § 8.5 WARRANTY The Contractor warrants to the Owner and Architect that: (1) materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or permitted by the Contract Documents; (2) the Work will be free from defects not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Contract Documents. § 8.6 TAXES § 8.6.1 The Contractor shall pay sales, consumer, use and similar taxes that are legally required during the Contract time.


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§ 8.6.2 This project is exempt from Ohio sales and use tax. Prior to making the initial purchase under this Contract, the Contractor shall request and receive from the Owner a valid “State of Ohio Department of Taxation Sales and Use Tax Blanket Exemption Certificate,” and shall use the Owner’s exemption number when purchasing project- relevant goods and materials. § 8.7 PERMITS, FEES AND NOTICES § 8.7.1 The Owner shall obtain and pay for the Certificate of Plan Approval issued by the Ohio Department of Commerce, Division of Industrial Compliance. § 8.7.2 The Contractor shall schedule and coordinate all life safety inspections required by the state of Ohio Fire Marshall’s Office as necessary.

.1 The Owner shall pay the associated initial inspection fees.

.2 The Contractor shall pay for all associated governmental re-inspection fees. § 8.7.3 The Contractor shall obtain and pay for all other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work. § 8.7.4 The Contractor shall schedule and coordinate all inspections required by applicable authorities. § 8.7.5 The Contractor shall comply with and give notices required by agencies having jurisdiction over the Work. If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. The Contractor shall promptly notify the architect in writing of any know inconsistencies in the Contract Documents with such governmental laws, rules and regulations. § 8.8 SUBMITTALS The Contractor shall promptly review, approve in writing and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. § 8.9 USE OF SITE The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, the Contract Documents and the Owner. § 8.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work and to make its parts fit together properly. § 8.11 CLEANING UP The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. As a condition precedent to achieving Substantial Completion , the Contractor shall remove its tools, construction equipment, machinery and surplus material from the project site; and shall legally dispose of waste materials and timely and fully demobilize from the project site. § 8.12 INDEMNIFICATION To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect’s consultants and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys’ fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder.


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ARTICLE 9 ARCHITECT § 9.1 The Architect will provide administration of the Contract as described in the Contract Documents. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 9.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the Work. § 9.3 The Architect will not have control over or charge of, and will not be responsible for, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor’s responsibility. The Architect will not be responsible for the Contractor’s failure to carry out the Work in accordance with the Contract Documents. § 9.4 Based on the Architect’s observations and evaluations of the Contractor’s Applications for Payment, the Architect will review and certify the amounts due the Contractor. § 9.5 The Architect has authority to reject Work that does not conform to the Contract Documents. § 9.6 The Architect will promptly review and approve or take appropriate action upon Contractor’s submittals, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. § 9.7 The Architect will promptly interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request from either the Owner or Contractor. § 9.8 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. § 9.9 The Architect’s duties, responsibilities and limits of authority as described in the Contract Documents shall not be changed without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. ARTICLE 10 CHANGES IN THE WORK § 10.1 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly in writing. If the Owner and Contractor can not agree to a change in the Contract Sum, the Owner shall pay the Contractor its actual cost plus reasonable overhead and profit. § 10.2 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Contract Documents. Such orders shall be in writing and shall be binding on the Owner and Contractor. The Contractor shall carry out such orders promptly. § 10.3 If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist in similar general practice situations the Contract Sum and Contract Time shall be subject to equitable adjustment. ARTICLE 11 TIME AND LIQUDATED DAMAGES § 11.1 Time limits stated in the Contract Documents are of the essence of the Contract. § 11.2 The Owner reserve the right to define the days of the week and the hours of each day in which the project site is available for the Contractor’s use. Such definition(s) shall not be cause for an extension of the Project Time, as provided in Article 10. § 11.3 Contractor shall obtain insurance and permits, file documents and notices as required and necessary, and shall schedule and execute the Work for its proper and timely completion.


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§ 11.4 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor’s control, the Contract Time shall be subject to equitable adjustment. § 11.5 The Contractor shall prosecute the Work regularly and diligently at a rate of progress that ensures the issuance of a Certificate of Substantial Completion and a Certificate of Final Completion on or before the approved dates as provided in §2.1 and §2.3.. § 11.6 The Owner will suffer financial loss if the Work is not timely completed. Time is of the essence for completion of the Work. Contractor and its surety shall be liable for and pay the Owner liquidated damages for each day its work exceeds the approved dates for Substantial Completion and Final Completion. Liquidated damages may be deducted by the Owner from any payment due or to become due the Contractor. The rate of liquidated damages shall be as indicated in the Supplementary Conditions.. § 11.6.1 It is agreed that the rate of liquidated damages indicated in the Supplementary Conditions is reasonable and that the damages the Owner would sustain are difficult to determine. The foregoing provisions for liquidated damages, shall in no way act as a waiver of the Owner’s rights to any other remedies of law, in equity or under the Contract Documents. § 11.7 The items listed in the Architect’s certificate of Substantial Completion to be completed or corrected, if any, shall be corrected and completed by the Contractor on or before the approved date of Final Completion. § 11.8 Wherever provisions of any Section of the Contract Documents conflict with agreements or regulations in force among members of Trade Associations, Unions or Councils which regulate or distinguish what Work shall or shall not be included in the construction activity of any particular trade, the Contractor shall make necessary arrangements to reconcile such conflict without delay, recourse, damage or cost to the Owner or Architect. § 11.9 In case the progress of the Work is affected by undue delay in furnishing or installing items of material or equipment required under the Contract Documents because of a conflict involving Labor Union agreement or regulation, the Architect may require that other material or equipment of equal kind or quality be provided at no additional cost to the Owner. § 11.10 Contractor’s written claims for extension of time shall be submitted within 10 days of the issues or circumstances that caused or will cause the Contractor’s written claim. Such claims shall be accompanied by detailed dates, correspondence, notices and other data which provides proof of the events which are the basis for the claim. §11.11 Delays due to tardy shop drawing submittal, tardy material ordering, or shipment, or other delays caused by a supplier of a Subcontractor of the Contractor shall not be deemed valid causes for extension of time, as the scheduling and control of suppliers and Subcontractors is a part of the Contractor’s responsibility. § 11.12 Time extensions will be granted for legitimate cause on an individual case basis. Extensions of time when granted will be by written Change Order, which shall be the only valid form. Where a change in the Work is ordered by written Change Order, the agreed upon extension of time required because of the change in the Work shall be a part of the Change Order. Permitting the Contractor to continue and finish the Work after the dates to which the time of completion may have been extended, shall in no way operate as a waiver on the part of the Owner of its rights under the Contract. ARTICLE 12 PAYMENTS AND COMPLETION § 12.1 CONTRACT SUM The Contract Sum stated in the Agreement, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. § 12.2 APPLICATIONS FOR PAYMENT § 12.2.1 The Contractor shall submit to the Architect an itemized Application for Payment for Work completed in accordance with the values stated in the Agreement. Such Application shall be supported by data substantiating the


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Contractor’s right to payment as the Owner or Architect may reasonably require. Payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment stored, and protected from damage, off the site at a location agreed upon in writing.

.1 Application and Submittal Period. The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. The Owner will accept an application on the last three (3) work days of the period covered by an Application for Payment and on the first work day of the month following the period covered by an Application for Payment. The Owner will accept and process applications submitted later, however, payment will be delayed as provided below.

.2 Application Form. An application for payment shall be provided in a form mutually accepted by both parties which shall include and is not limited to the following information. AIA Document G702-Application and Certification for Payment published by the American Institute of Architect and Form F140-01 Contractor Payment Request published by the State Architect’s Office of Ohio are acceptable forms.

i. the project name and OHS project number ii. the start and end dates of the period covered by the application iii. original contract amount; iv. the amount of each change authorized by the Owner to date; v. the contract amount to date; vi. a schedule of values in sufficient detail to identify the cost of materials and labor for the various types and major components of the work; vii. a percentage of completion for each line item in the schedule of values; viii. an area for retainage and an area for Liquidated Damages. ix. Contractor’s certification that to its knowledge the information on the application is true and accurate; x. Architect’s certification that based on its on-site observations, knowledge, information, and beliefs the information on the application is true and accurate; and, xi. approval and signature block for the Owner.

.3 Progress Review. The Contractor shall establish a schedule with the Architect payment application review meetings that allow sufficient time for the Contractor and Architect to process an application for payment and have it delivered to the Owner to meet the schedule established in §4.1.1. Prior to the end of each period, the Parties shall review a draft of the Application and make adjustments as deemed appropriate. The Contractor shall make the agreed adjustments and submit the adjusted application, including certification to the Architect for its review and certification and subsequent forwarding to the Owner. On each Application for Payment, the Contractor shall show the percentage of completion for each line item in the schedule of values as of the end of the period covered by the Application for Payment.

.4 Amount of Progress Payment. The amount of the progress payment shall be the percentage of the completion of the work at the end of the period times the contract price less ten percent for retainage and less the amounts paid for prior progress payments.

.5 Payment – for requested payments of less than $10,000.00. Provided an application is submitted within the Application Period in proper form and certified by the Architect for payment, the Owner shall make payment of undisputed amounts within 30 days of the first work day of the month following the period covered by the application and for an application submitted after the Application Period, the Owner shall make payment of undisputed amounts within 60 days of the first work day of the month following the period covered by the application.

.6 Payment – for requested payments of $10,000.00 and more. Provided an Application is submitted within the Application Period in proper form and certified by the Architect for payment, the Owner shall make payment of undisputed amounts within 60 days of the first day of the month following the period covered by the


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application and for an application submitted after the Application Period, the Owner shall make payment of undisputed amounts within 90 days of the first work day of the month following the period covered by the application.

§ 12.2.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment, however, such transfer of title shall not reduce the Contractor’s and surety(ies) obligations for such Work until the Work achieves Final Completion. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor’s knowledge, information and belief, be free and clear of liens, claims, security interests or other encumbrances adverse to the Owner’s interests. § 12.3 CERTIFICATES FOR PAYMENT After receipt of the Contractor’s Application for Payment, the Architect will timely either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect’s reasons for withholding certification in whole or in part. § 12.4 PROGRESS PAYMENTS § 12.4.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner provided in article 12.2. § 12.4.2 The Contractor shall promptly pay each subcontractor and supplier, upon receipt of payment from the Owner, an amount determined in accordance with the terms of the applicable subcontracts and purchase orders. § 12.4.3 Neither the Owner nor the Architect shall have responsibility for payments to a subcontractor or supplier. § 12.4.4 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents. § 12.5 SUBSTANTIAL COMPLETION § 12.5.1 A condition of determining a Substantial Completion shall be the Contractor’s correction of all punch list items on the Architect’s punch list and the Contractor’s total demobilization from the physical site. Preparation of project closeout requirements shall occur at a location of the Contractor’s choosing, other than the project site, in the period, if any, between Substantial Completion and Final Completion. § 12.5.2 When the Contractor notifies the Architect that the Work or designated portion thereof is substantially complete, the Architect will make an inspection to determine whether the Work is substantially complete. When the Architect determines that the Work is substantially complete the Architect shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion.

.1 Items remaining on the punch list shall be addressed in accordance with §11.7. § 12.6 FINAL COMPLETION AND FINAL PAYMENT § 12.6.1 Upon receipt of all project closeout submittals as required by the Contract Documents (e.g., Operating & Maintenance Manuals, as-built documents, permits, warranties) and the final Application for Payment, the Architect will inspect the Work. When the Architect finds the Work acceptable and the contract fully performed, the Architect will promptly issue a final Certificate for Payment.

§ 12.6.2 Final payment shall not become due until the Contractor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or


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encumbrances arising out of the Contract and the Contractor’s final certified Application for Payment in proper form. § 12.6.3 Upon receipt of a final Certificate of Application for Payment in proper form, the Owner shall timely review and approve payment of undisputed amounts. Owner shall make final payment only after the Contractor has fully performed the Contract, except its obligation to timely and properly provide Warranty Work. The Owner’s approval of the final outstanding balance of the Contract Sum, as provided herein, shall constitute Final Completion. § 12.6.4 Acceptance of final payment by the Contractor, a subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. § 12.6.5 Acceptance of final payment does not relieve the Contractor, subcontractor, or material supplier from their respective responsibilities to honor all warranties and guarantees. ARTICLE 13 PROTECTION OF PERSONS AND PROPERTY The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, including all those required by law in connection with performance of the Contract. The Contractor shall take reasonable precautions to prevent damage, injury or loss to employees on the Work, the Work and materials and equipment to be incorporated therein, and other property at the site or adjacent thereto. The Contractor shall promptly remedy damage and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable. ARTICLE 14 CORRECTION OF WORK § 14.1 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of the Contract Documents. The Contractor shall bear the cost of correcting such rejected Work, including the costs of uncovering, replacement and additional testing. § 14.2 In addition to the Contractor’s other obligations including warranties under the Contract, the Contractor shall, for a period of one year after Substantial Completion, correct work not conforming to the requirements of the Contract Documents promptly and timely after receiving notice of such work. § 14.3 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Section 7.3. ARTICLE 15 MISCELLANEOUS PROVISIONS § 15.1 ASSIGNMENT OF CONTRACT Neither party to the Contract shall assign the Contract as a whole without written consent of the other. § 15.2 TESTS AND INSPECTIONS § 15.2.1 At the appropriate times, the Contractor shall arrange and bear cost of tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities. § 15.2.2 If the Architect requires additional testing, the Contractor shall perform those tests. § 15.2.3 The Owner shall bear cost of tests, inspections or approvals that become newly implemented requirements after the Contract is executed. § 15.3 GOVERNING LAW The Contract shall be governed by the law of the State Of Ohio. § 15.4 CLAIMS AND DISPUTES § 15.4.1 Claims, disputes and other matters in question arising out of or relating to this contract, including those alleging an error or omission by the Architect, shall be referred initially to the Architect for decision. Such matters, except those related to aesthetic effect and those waived as provided by this Contract, shall, after initial decision by


14

the architect or thirty days after submission to the Architect, be subject to mediation as a condition precedent to the continuation of legal or equitable proceedings as provided in §15.4.4. § 15.4.2 Any legal action arising out of or related to this contract shall be brought in the Common Pleas Court of Franklin County, Ohio, unless the amount in dispute is less than $15,000.00, in which case, the action shall be brought in the Franklin County Municipal Court located in Franklin County, Ohio. § 15.4.3 In any legal action arising out of or related to this contract, each of the parties agrees to waive the right to trial by jury. § 15.4.4 In any legal action arising out of or related to this contract either party may demand that the matter be submitted to mediation in which case the matter shall be mediated by a mediator agreed upon by the parties, and in the event the parties can not agree upon a mediator, by a mediator appointed by the judge to whom the case is assigned. Mediation shall be initiated by the serving of a demand for mediation on the other party with the proposed name of a mediator. Within seven days after receipt of such demand, the party receiving the demand shall notify the party serving the demand whether it agrees to the mediator proposed, and if not, the name of a mediator proposed by such party. The party making it the demand for mediation shall notify the other party within seven days whether the party making the demand agrees to the proposed mediator. If the parties do not agree upon a mediator, either party may request the Court to appoint a mediator who may be a magistrate of such Court. If a demand for mediation is made all discovery proceedings in the legal action shall be stayed and no motions shall be filed until the mediation is completed. The time and place of the mediation conference shall be set by the mediator. No statements made by a party during the mediation shall be used in evidence at the trial of the action. The expense of the mediator, if any, shall be divided equally between the parties. § 15.5 CLAIMS FOR CONSEQUENTIAL DAMAGES

§ 15.5.1 The Contractor and Owner waive claims against each other for consequential damages arising out of or relating to the Contract. This mutual waiver includes:

.1 Damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and, .2 Damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, for loss of profit except anticipated profit arising directly from the Work, and for any amount which the Contractor is required to reimburse the surety by reason of expenses incurred by the surety related to correction or completion of the Work.

§ 15.5.2 This mutual waiver is applicable, without limitation, to all consequential damages due to either party’s termination in accordance with Article 16. Nothing contained in this Section shall be deemed to preclude an award of liquidated direct damages, when applicable, in accordance with the requirements of the Contract Documents. ARTICLE 16 TERMINATION OF THE CONTRACT § 16.1 TERMINATION BY THE CONTRACTOR § 16.1.1 If the Architect fails to certify payment as provided in Section 12.3 through no fault of the Contractor, or if the Owner fails to make payment as provided in Section 12.4.1, the Contractor may, upon seven additional days written notice to the Owner and the Architect, terminate the Contract in which case the Contractor shall be entitled to be paid for Work executed and for proven loss with respect to materials, equipment, tools and construction equipment and machinery ordered in reliance upon the contract, and for reasonable overhead and profit on the remainder of the Work that was not completed. § 16.1.2 Owner payment of undisputed amounts to the Contractor within the seven (7) additional days shall ender null and void the Contractor’s right to terminate the Contract as provided in §16.1.1 and the Contractor shall


15

continue to faithfully and diligently execute the Work under this Contract and shall not be entitled to additional payment for claims of loss with respect to materials, equipment, tools and construction equipment and machinery ordered nor for additional overhead and profit. § 16.2 TERMINATION BY THE OWNER FOR CAUSE § 16.2.1 The Owner may terminate the Contract if the Contractor

.1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials;

.2 fails to make payment to subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the subcontractors;

.3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or,

.4 is otherwise guilty of substantial breach of a provision of the Contract Documents. § 16.2.2 When any of the above reasons exist, the Owner, after consultation with the Architect, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor’s surety, if any, seven days written notice sent by U.S. Mail or courier, terminate employment of the Contractor and may

.1 take possession of the site and of all materials thereon owned by the Contractor; and,

.2 finish the Work by whatever reasonable method the Owner may deem expedient. § 16.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 16.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. § 16.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. § 16.3 TERMINATION BY THE OWNER FOR CONVENIENCE The Owner may, at any time, terminate the Contract for the Owner’s convenience and without cause. In case of such termination for the Owner’s convenience, the Contractor shall be entitled to be paid for Work executed and for proven loss with respect to materials, equipment, tools and construction equipment and machinery ordered in reliance upon the contract, and for reasonable overhead and profit on the remainder of the Work that was not completed § 16.4 Under no circumstances shall the Owner be liable to the Contractor and the Contractor’s Surety if the Surety takes over the Contract for more than the contract price.

OWNER (Signature) CONTRACTOR (Signature)

« »« » « »

(Printed name, title and address) (Printed name, title and address)

Section 00 52 13.1 Agreement Form - Exhibit A


SECTION 00 52 13.1 AGREEMENT FORM – EXHIBIT A: DRAWINGS

DRAWING INDEX: C-1 Cover Sheet and Scope of Work A-1 Tin Shop Roof Replacement – Plans and Elevations A-2 Garden House – Plans A-3 Garden House - Elevations A-4 Bimeler House - Elevations A-5 Bimeler House - Elevations

END OF SECTION

Section 00 52 13.1 Agreement Form - Exhibit A



Table of Contents – Section 00 52 13.2 – Agreement Form


SECTION 00 01 10 TABLE OF CONTENTS OHC Project No. CP1602 Zoar Village Exterior Repairs Zoar, Tuscarawas County, Ohio SECTION TITLE PAGES DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 10 Table of Contents 1-2 00 11 16 Notice to Bidders 1-2 00 21 13 Instructions to Bidders 1-4 00 41 13 Form of Proposal – Stipulated Sum 1-4 00 43 13 Bid Guaranty and Contract Bond 1-4 00 45 13.1 Responsible Bidder Information Form (General Contractor) 1-4 00 45 13.2 Responsible Bidder Information Form (Masonry Restoration) 1-4 00 52 13 Agreement Form between Owner and Contractor 1-2 AIA Document A105-2007, modified 1-16 00 52 13.1 Exhibit A – Drawing Index 1-2 00 52 13.2 Exhibit B – Table of Contents/Specifications 1-2 00 73 00 Supplementary Conditions 1-2 00 73 46 Wage Rate Requirements 1-2 DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 1-4 01 21 13 Allowances 1-2 01 23 00 Alternates 1-2 01 33 00 Submittal Procedures 1-6 01 43 00 Quality Assurance 1-2 01 50 00 Temporary Facilities 1-4 DIVISION 02 – SITE CONSTRUCTION 02 41 19 Selective Demolition 1-4 02 83 19 Paint Removal 1-6 DIVISION 03 – NOT USED DIVISION 04 – MASONRY 04 01 20 Masonry Restoration 1-8 DIVISION 05 – NOT USED DIVISION 06 - WOOD AND PLASTICS 06 10 53 Rough Carpentry 1-4 06 20 13 Finish Carpentry 1-4 06 30 00 Epoxy Repair for Deterioration and Decay in Wood 1-6 DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Table of Contents – Section 00 52 13.2 – Agreement Form


07 32 00 Clay Tile Roof 1-6 07 62 00 Sheet Metal Flashing and Trim 1-4 DIVISION 08 – NOT USED DIVISION 09 – FINISHES 09 01 20 Plaster Repair 1-4 09 91 00 Painting 1-8 DIVISION 10-33 – NOT USED APPENDIX Appendix 1 Prevailing Wage Determination Rates, and Sample Forms

END OF SECTION

Supplementary Conditions – Section 00 73 00


SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS PART 1 – GENERAL 1.1 SUMMARY

A. These Supplementary Conditions are a part of and are attached to the Contract

Documents as provided in the American Institute of Architects (AIA) Document A105-2007 Standard Form of Agreement Between Owner and Contractor for a Small or Commercial Project for this project.

B. These Supplementary Conditions modify the AIA document(s) as originally

published by the AIA and listed above for this project.

PART 2 – CONTRACT MODIFICATIONS

2.1 REFER TO §2.1 CONTRACT TIME

A. The Contract Time extends to the Date of Final Completion as provided below.

2.2 REFER TO §2.3 SUBSTANTIAL AND FINAL COMPLETION

A. The Date of Commencement shall be no more than 14 days following filing of Notice to Proceed.

B. Substantial Completion shall occur no more than 120 days following Date of

Commencement. C. Final Completion shall occur no more than 135 days following Date of

Commencement. 2.3 REFER TO §11.5 RATES OF LIQUIDATED DAMAGES-

A. The following rates for Liquidated Damages apply to this Contract:

a. Substantial Completion date exceeded up to the Final Completion date: $500.00 / day.

b. Final Completion date exceeded: $500.00 / day.

PART 3 – PLANS AND SPECIFICATIONS MODIFICATIONS 3.1 Not applicable.

END OF SECTION

Supplementary Conditions – Section 00 73 00



Prevailing Wages – Section 00 73 46


PREVAILING WAGE DETERMINATION AND RATES

See Appendix 1

Prevailing Wages – Section 00 73 46



Summary of Work – Section 01 11 00


SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings, Bidding Requirements, Contract Conditions, and Division 1 Specification Sections in their entirety apply to this Section.

1.2 DESCRIPTION

A. Base Bid A – Tin Shop

Provide new tile roof including sheathing, underlayment, flashings etc., and rebuild brick chimney

B. Base Bid B – Garden House

Repair foundation stone and strip, paint, and seal exterior brick. C. Base Bid C – Bimeler House

Strip paint from brick, and caulk cracks

D. Alternate #1 – Tin Shop

Stucco exterior, including lath flashing and new wood trim

E. Alternate #2 – Garden House Patch designated areas of interior plaster including prime and paint F. Alternate #3 – Garden House Repair windows, prep, and paint all exterior wood G. Alternate #4 – Garden House

Complete repointing of exterior brick walls

1.3 SITE INSPECTION

A. Visit the site and become thoroughly familiar with the existing conditions. B. Report in writing to the Architect any condition not adequately covered by the

Project Manual. 1.4 LAYOUT OF WORK



A. Contractor is responsible for the proper layout of its work and for correction of any improper

B. The Contractor is responsible to erect, maintain and remove safety

components (e.g., partitions, barricades, safety devices, safety lights) to maintain the safety of the site and to remove all such safety components before vacating the site.

1.5 EXECUTION OF WORK

A. It is the Contractor’s responsibility to execute the Work in an orderly manner in strict accordance with all codes, ordinances and regulations.

1.6 PERMITS, FEES AND INSPECTIONS

A. The Contractor shall obtain and pay for all local or state permits, fees or

inspections as may be required for execution of the work (e.g. Life Safety inspections, re-inspections).

1.7 WORKMANSHIP

A. Execute all Work only by personnel well qualified through training and experience in their respective trades. Ensure that only persons of such qualifications to perform the Work involved. Remedy without delay any work performed contrary to the Contract Documents to conform with the Contract Documents, without additional cost to the Owner, when so directed by the Architect.

1.8 WORK AREA AND STORAGE OF MATERIALS

A. The Contractor shall confine its work and storage of materials to the area approved by the Architect. The Contractor shall be responsible for the protection of materials stored on the site.

B. Maintain the site and vicinity in a clean, orderly, and neat manner. C. Provide orange mesh fencing at the perimeter of the work and layout areas to

discourage unauthorized entry to the area. D. Provide dust-tight partitions and barriers as required and as necessary to allow

no dust transfer into the facility beyond the immediate work area(s) and to minimize dust blowing into exterior areas beyond the immediate work area(s).

1.9 MATERIAL DISPOSAL

A. Daily, pick up debris and rubbish and place it into proper, temporary storage, and legally dispose it weekly.



B. Remove from the site and legally dispose of all debris and rubbish in strict accordance with local and EPA requirements or as noted on the drawings.

1.10 CONTRACTOR'S RESPONSIBILITY

A. The Contractor is responsible for providing the Architect, not later than the signing of the Contract Agreement, a Construction Schedule in sufficient detail to describe the sequencing and time periods for major activities.

B. The Contractor is responsible for the coordination of all Work. C. Post and maintain a copy of the Affidavit of Notice of Commencement, as

forwarded by the Owner, on the job site for the duration of the Project. D. The Contractor is responsible for maintenance of all access roads and

pathways to the project site, rubbish containers, storage areas, etc. At completion of work, restore the site, access roads, storage areas and all other areas disturbed by the construction to the original conditions to the satisfaction of the Architect.

E. The Contractor is responsible for correcting any errors due to erroneous

layout. F. The Contractor is responsible for correcting damage which may occur to

adjacent areas, equipment, furnishings, etc. G. The Contractor is responsible for providing safeguards and procedures to

ensure the health and safety of all occupants of the building during the contract period including the Contractor’s employees, subcontractors, Owner’s staff, the Architect, and Owner’s Contractors.

H. The Contractor is responsible for producing the Project, complete and ready

for use in every respect, within the approved time and budget. 1.11 JOBSITE CONDUCT

A. Harassment of any type, abusive language or attitudes, horseplay, selling, raffling, gambling or any other unacceptable behavior is prohibited. Contractor is responsible for enforcement of this policy and shall remove from the premises any of its employees or subcontractors who do not fully comply. Failure to enforce this requirement may be grounds for contract termination.

B. The unlawful manufacture, distribution, dispensation, possession, or use of a

controlled substance or alcohol on premises is prohibited. Contractor is responsible



for enforcement of this policy and shall remove from the site any of its employees or subcontractors who do not fully comply. Failure to enforce this requirement may be grounds for contract termination.

C. The possession of any weapon is prohibited on premises. Contractor is responsible

for enforcement of this policy and shall remove from the premises any of its employees or subcontractors who do not fully comply. Failure to enforce this requirement may be grounds for contract termination.

D. Employees shall be in appropriate dress and easily identifiable while on site. Shirts

and shoes must be worn at all times. Clothing shall be laundered as needed to maintain a presentable appearance shall not be not torn or ripped. Uniforms are preferred. Workers, if not wearing a uniform, shall not wear shorts or loose clothing. Denim jeans are permissible. T-shirts with inappropriate designs, slogans or lettering of any type are not permitted. Each employee shall have some form of picture identification, such as official driver’s license or employer issued identification, in his or her possession while working.

PART 2 – PRODUCTS 2.1 Not Applicable PART 3 – EXECUTION 3.1 Not Applicable

END OF SECTION



SECTION 01 21 13 ALLOWANCES PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Instruction to Bidders, Abbreviated Form of Agreement Between Owner and

Contractor and Supplementary General Conditions in their entirety are a part of this Section.

B. Include in the Contract Sum all Allowances stated in the Contract Documents. C. Designate in the Construction Schedule the delivery dates for products

specified under each Allowance.

D. Designate in the Schedule of Values the quantities required under Allowance. 1.2 ALLOWANCES FOR PRODUCTS

A. The amount of each Allowance includes the following: 1. The cost of the product to the Contractor, less any applicable trade

discounts. 2. Delivery to the site. 3. Applicable taxes.

B. In addition to the amount of each Allowance, include in the contract Sum the

Contractors cost for: 1. Handling at the site including unloading, uncrating and storage. 2. Protection from the elements and from damage. 3. Labor for installation and finishing. 4. Other expense required to complete the installation. 5. Contractors and Subcontractors overhead and profit.

C. Allow and incorporate into the proposal, the lump sum of twenty four

thousand, six hundred and thirty eight dollars ($24,638) for clay tile roofing. 1.3 RESPONSIBILITY FOR PURCHASE, DELIVERY AND INSTALLATION

A. Contractor is responsible for purchase, delivery and installation. 1. On notification of selection, execute purchase agreement with

designated supplier. 2. Arrange for and process Shop Drawings, product data and sample as

required. 3. Make all arrangements for delivery. 4. Upon delivery promptly inspect products for damage or defects. 5. Install and finish products in compliance with requirements of

referenced Specification Sections.



1.4 ADJUSTMENT OF COSTS

A. Should the net cost be more or less than the specified amount of the Allowance, the Contract Sum will be adjusted accordingly by Change Order. 1. The amount of the Change Order will recognize any changes in

handling costs, at the site, labor installation costs, overhead, profit, and other expenses cased by the selection under the Allowance.

B. Submit any claims for anticipated additional costs at the site or other expenses

caused by the selection under the Allowance, prior to execution of the Work.

C. Submit documentation for actual additional costs at the site or other expenses caused by the selection under the Allowance within 30 days after the completion of execution of the Work.

D. Failure to submit claims within the designated time will constitute a waiver of

claims for additional cost.

E. At Contract closeout, reflect all approved changes in contract amount in the final statements of accounting.

PART 2 – PRODUCTS 2.1 Not applicable. PART 3 – EXECUTION 3.1 Not applicable.

END OF SECTION

Alternates – Section 01 23 00


SECTION 01 23 00 ALTERNATES PART 1 – GENERAL 1.1 RELATED DOCUMENTS

A. Instructions to Bidders, Form of Agreement between Owner and Contractor, and Supplemental General Conditions in their entirety are a part of this section.

1.2 DESCRIPTION

A. An Alternate is a potential change of any kind in the project and stated on the Proposal Form that may be added to or deducted from the Base Bid amount, at the Owner’s sole discretion.

B. When accepted, an Alternate shall be a part of the Contract. C. When accepted, the Contractor shall provide all elements of an Alternate (e.g.,

labor, materials, overhead, profit, products, materials, equipment, systems, installation) described in the Contract Documents and as necessary for a complete installation.

1. The cost or credit for each Alternate is the net addition or deduction

from the Contract Sum to incorporate the alternate into the Work. No other adjustments are made to the Contract Sum.

D. An Alternate price shall include all elements and costs to provide the Alternate

as allowed by the Contract. E. An Alternate may be incorporated into the Project at the same price indicated in

the Contractor’s Bid for 90 days after the Contract date. An Alternate may be accepted after 90 days after the Contract date and may be subject to negotiation.

1.3 PROCEDURES

A. Coordinate, modify or adjust affected adjacent work as necessary due to incorporating an Alternate any work affected by any accepted Alternate.

B. Fully integrate and complete any accepted Alternate(s) into the Project. C. Notification: Immediately following award of the Contract, Contractor shall

notify each party involved, in writing, of the status of each Alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration.

D. Execute accepted Alternates under the same Contract requirements as other

work of the Contract. 1.4 SCHEDULE

Alternates – Section 01 23 00


A. Incorporate accepted Alternates into the project schedule and project planning

in a manner that causes no delay to other trades or to the timely completion of the Project.


END OF SECTION

Submittal Procedures – 01 33 00


SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 – GENERAL 1.1 RELATED DOCUMENTS

A. “Notice to Bidders”, "Instructions to Bidders," "Standard Form of Agreement Between Owner and Contractor for Small Commercial Projects" and "Supplemental Conditions" in their entirety are a part of this Section.

B. This Section includes administrative and procedural requirements for submittals required for performance of this Work.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with

performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

1. After award and before date of Commencement, coordinate with the Architect to mutually agree on the submittal schedule and review periods.

2. If an intermediate submittal is necessary, process the same as the initial submittal.

3. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work to permit processing.

B. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on label or title block.

1. Provide a space approximately 4 by 5 inches on the label or beside the title block on Shop Drawings to record the Contractor’s review and approval markings and the action taken.

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

a. Project name b. Date c. Name and address of the Architect d. Name and address of the Contractor e. Name of the manufacturer (if applicable) f. Number and title of appropriate Specification Section g. Drawing number and detail references, as appropriate



C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the Architect using a transmittal form. The Architect will accept submittals only from the Contractor.

1. On the transmittal record relevant information and requested data..

2. On the form or separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor’s certification that information complies with Contract Document requirements.

1.3 CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: After award and before date of Commencement, prepare and submit a horizontal bar-chart construction schedule based on critical path logic and indicating weekly or daily activities on a time scale.

B. Phasing: As appropriate for the project, on the schedule, show how requirements for phased Work by separate Subcontractors and third party Contractors and will affect the sequence of Work.

C. Work Stages: Indicate important stages of construction for each major portion of the work, including submittal review, testing, and installation, mobilization, demobilization, and major segments of construction.

D. Area Separation: Provide a separate time bar to identify each major construction area for each portion of the Work. Indicate where each element in an area must be sequenced or integrated with other activities.

E. Cost Correlation: For projects over $200,000 construction value, at the head of the schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of Work performed as of the dates used for preparation of payment requests.

1. Refer to Division 1 Section “Application for Payment” for cost reporting and payment procedures.

F. Distribution: Upon Architect’s approval of the Construction Schedule, print and distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the Project meeting room and temporary field office. For projects with no project meeting room or temporary field office, have copies available at the project site at all times.

G. Schedule Updating: Revise the schedule after each meeting, event, or activity where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each meeting.



1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

1.4 SUBMITTAL SCHEDULE

A. After development and acceptance of the Contractor’s Construction Schedule, prepare a complete schedule of submittals. Submit the Schedule within 10 days of the date required for submittal of the Contractor’s Construction Schedule.

1. Coordinate Submittal Schedule with the list of subcontractors, Schedule of Values, and the list of products as well as the Contractor’s Construction Schedule.

2. Prepare the schedule in chronological order. Provide the following information:

a. Scheduled date for the first submittal b. Related Section numbers c. Submittal category (shop Drawings, Product Data, or Samples) d. Name of the subcontractor e. Description of the part of the Work covered f. Scheduled date for resubmittal g. Scheduled date for the Architect’s final release or approval

B. Distribution: Following response to the initial submittal, print and distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.

1. When revisions are made, distribute to the same parties and post in the same location. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

1.5 SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND O & M MANUAL

A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviation from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing.

B. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information:

1. Dimensions



2. Identification of products and materials included by sheet and detail number

3. Compliance with specified standards

4. Notation of coordination requirements

C. Product Data includes printed information, such as manufacturer’s installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.

1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate applicable information. Include the following information:

a. Manufacturer’s printed recommendation b. Compliance with trade association standard c. Compliance with recognized testing agency standard d. Application of testing agency labels and seals e. Notation of dimensions verified by field measurement f. Notation of coordination requirements

D. Submit Samples in size as indicated in corresponding Specification Section. Samples include whole or partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern, cured and finished as specified, and physically identical with the material or product specified.

1. Prepare Samples to match the Architect’s sample. Include the following information: a. Specification Section number and reference b. Generic description of the Sample c. Sample source d. Product name or name of the manufacturer e. Compliance with recognized standards f. Availability and delivery time

E. O & M Manual Information to include operating and maintenance

requirements and suggested spare parts recommended by the manufacturer.

F. Provide one (1) electronic version in pdf format for review, of all line drawings and catalogue cuts. Provide two (2) samples each of all items indicated in table below.

G. Verify and coordinate with all Specification Sections accuracy of the following list of shop drawings, product data and samples required:



Section # Item Description

Qu

alif

icat

ion

s

Pro

du

ct

Dat

a

Sam

ple

s

Sh

op

D

raw

ing

s O

& M

M

anu

al

01 43 00 Quality Assurance X

01 78 00 Documentation and Closeout X X

04 01 20 Salvaged Brick X

04 01 20 Pointing Mortar X X

06 20 13 Finish Carpentry X

07 32 00 Clay Roof Tile X X

07 62 00 Aluminum Flashing X

07 62 00 Lead-Coated Copper Flashing X

07 92 00 Joint Sealants X X

09 01 20 Stucco X X

09 86 00 Exterior Paint Removal X

09 91 00 Painting Products and Colors X X

H. Do not use Shop Drawings and Product Data without an appropriate final

stamp indicating action taken.

1.6 FIELD MEASUREMENTS

A. Verify all conditions, which may effect the execution of the Work. B. Report any major discrepancies between the estimated and actual amount of

damage to the structural elements after removal of the existing roofing. Values in excess of twenty (20) percent above or under assumed or expected amounts shall be considered major.

PART 2 – PRODUCTS 2.1 Not applicable.



PART 3 – EXECUTION 3.1 Not applicable.

END OF SECTION

Quality Assurance – Section 01 43 00


SECTION 01 43 00 QUALITY ASSURANCE PART 1 – GENERAL 1.1 RELATED DOCUMENTS

A. Drawings, Bidding Requirements, Contract Conditions, and Division 1 Specification Sections in their entirety apply to this Section.

1.2 QUALITY ASSURANCE

A. General Contractor Qualifications: Work shall be performed by a contractor having not less that five (5) years satisfactory experience on comparable projects including four (4) or more projects of similar scope that have been completed in the last four (4) years.

B. Refer to individual specifications sections for additional Contractor Qualifications and

submittal requirements specific to the scope of work described. PART 2 – PRODUCTS 2.1 Not Applicable PART 3 – EXECUTION 3.1 Not Applicable

END OF SECTION

Quality Assurance – Section 01 43 00



Temporary Facilities – Section 01 50 00


SECTION 01 50 00 TEMPORARY FACILITIES PART 1 – GENERAL 1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security, and protection.

B. Specific locations to be used for temporary offices, parking, sanitary facilities, and Contractors’ lay down areas shall be designated by the Owner.

C. The Owner will review and have final approval on locations and routing of temporary services.

D. Maintain and repair permanent work that is damaged as a result of temporary facilities work.

E. Place temporary services into operation in an expedient manner so as to avoid any delay in the Work. When using utilities services paid for by the Owner, Contractor is expected to use such services judiciously.

F. Temporary utilities include, but are not limited to,

1. Water service and distribution: Owner will pay consumption cost.

2. Temporary electric power and lighting: Owner will pay consumption cost.

G. Temporary construction and support facilities required include, but are not limited to:

1. Temporary enclosures

H. Security and protection facilities required include, but are not limited to:

1. Temporary fire protection

2. Barricades, warning signs, lights

3. Environmental protection

4. Temporary fencing: Contractor shall provide fencing required for the security of his materials and equipment and fencing needed to protect and prevent public access to areas of his work that may pose safety hazards.


A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to:



1. Building code requirements

2. Health and safety regulations

3. Utility company regulations

4. Police and Fire department rules

5. Environmental protection regulations

B. Inspections: Arrange for Authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certification permit.

1.4 FIELD MEASUREMENTS

A. Verify all conditions which may effect the execution of the Work. 1.5 TEMPORARY UTILITIES

A. Temporary Electricity:

1. Coordinate use of existing electric service with owner.

2. Cost: By Owner; connect to Owner’s existing power service. Do not disrupt Owner’s use of service. Owner will pay cost of energy used. Exercise measures to conserve energy.

D. Telephone Services:

1. Contactor will provide. E. Temporary Water Service:

2. Coordinate use of existing water source with owner.

3. Owner will pay cost of water used. Exercise measures to conserve water.

1.5 TEMPORARY FACILITIES

A. Temporary Sanitary Facilities:

1. Existing public facilities may be used during construction operations, at the Bakery restroom facilities.

2. Contractor is to take precautions to leave any and public sanitary and or vending facilities in clean condition after their use.

B. Protection of Installed and Existing Work:

1. Protect installed and existing work and provide special protection where specified in individual specification sections.

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

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



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

C. Security:

1. Provide security and facilities to protect work, and existing facilities, and Owner’s operations from unauthorized entry, vandalism, or theft.

2. Coordinate with Owner’s security program.

E. Progress Cleaning and Waste Removal:

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

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

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

4. Collect and remove waste materials, debris, and rubbish from site daily and dispose off-site.

5. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

F. Parking:

1. Parking is available near site for the Contractor's use, as designated by the OHC site representative.

2. Access to the site is available at all reasonable hours, coordinate with Owner.

G. Temporary Storage:

1. Storage of any kind is not permitted inside of the building, on the exhibit floor or any area not authorized for storage.

2. The contractor is to provide temporary storage trailers suitable for weathertight storage in the area to be agreed with the Architect.

H. Dumpsters:

1. Coordinate location of any dumpsters with the OHS site representative.

2.

I. Scaffolding

1. Contractor is responsible for providing all scaffolding and obtaining necessary permits.

1.6 REMOVAL OF UTILITIES, FACILITIES, AND CONTROL



A. Remove temporary utilities, equipment, facilities and materials prior to Substantial Completion inspection.

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

C. Restore existing and permanent facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition.


END OF SECTION

Selective Demolition – Section 02 41 19


SECTION 02 41 19 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings, Bidding Requirements, Contract Conditions, and Division 1 Specification

Sections in their entirety apply to this Section.

1.2 SUMMARY

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

B. Related work specified elsewhere:

1. 04 01 20 Masonry Restoration 2. 09 01 20 Plaster Repair

C. Description of Work: 1. Furnish all labor, materials, equipment and services necessary to execute all

Demolition Work as shown in the Contract Documents, scheduled and specified.

2. Base Bid 1 - Removal and disposal of existing wood roofing and underlayment at Tin Shop.

1.3 SITE INSPECTION

A. Visit the site and become thoroughly familiar with the existing conditions.

B. Report to the Architect any condition not adequately covered by the Project Manual.

1.4 REGULATORY REQUIREMENTS

A. Conform to applicable codes for demolition work, safety of structure, dust control, products requiring electrical disconnection and/or reconnection.

B. Obtain any required demolition permits from authorities.

A. Do not close or obstruct egress width to any space or exit way unless approved in writing.

B. Do not disable or disrupt building fire or life safety systems without 3 day

written notification to the Owner.



C. Conform to regulatory procedures applicable when hazardous or contaminated materials are discovered.

1.5 SEQUENCING

A. Sequence demolition work in the reverse order of normal construction procedures.

1.6 SCHEDULING

A. Schedule work under the provisions of Section 01 33 00. B. Schedule work to coincide with other construction.

C. Perform noisy, odor-producing, or dusty work when such activities will not disrupt normal museum activities; coordinate at discretion and approval of Owner.

1.7 PROJECT CONDITIONS

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Cease operations immediately if structure appears to be in danger and notify

Architect. Do not resume operations until directed. C. Maintain protected egress and access to the Work.

PART 2 – PRODUCTS 2.1 Not Applicable. PART 3 – EXECUTION 3.1 PREPARATION

A. Provide, erect, and maintain temporary barriers at locations indicated or required.

B. Install covers as necessary to insure weathertightness of roof at the conclusion

of each day’s activities.

C. Erect and maintain temporary partitions to prevent the spread of dust, odors, and noise to permit continued Owner occupancy.

D. Provide appropriate temporary signage including signage for exit or building

egress.



3.2 DEMOLITION

A. Prior to beginning the selective demolition work, review with the Architect the building components which are: 1. to be reincorporated into the finished project 2. to be stored as directed by the Architect 3. to become the Contractor’s property and be removed from the site.

B. All demolition work shall be performed in an orderly and professional manner. C. Use care not to damage adjoining surfaces and work scheduled to remain.

Damages to surfaces scheduled to remain or adjoining work shall be repaired, patched or replaced to the satisfaction of the Architect at the expense of the Contractor that caused the damage.

D. Control dust to the absolute minimum at all times, inside and outside of the

building.

E. Keep noise to a minimum. The use of pneumatic tools is not permitted.

F. Remove demolished material from site, except where specifically noted otherwise. The Owner reserves the right to maintain possession of any materials removed from the existing structure.

3.3 CLEAN-UP

A. Remove materials from the site as work progresses. Maintain area as clean and orderly as possible during the course of work. Clean up completely at the end of each work day.

B. Upon completion of work leave areas in clean condition.

END OF SECTION

Paint Removal – Section 02 83 19

Zoar Village – Exterior Repairs 02 83 19 - 1 February 27 2015

SECTION 02 83 19 PAINT REMOVAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. "Instructions to Bidders," "Form of Agreement Between Owner and Contractor," "General Conditions," and "Supplemental General Conditions" in their entirety are a part of this Section.

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

C. Section 09 91 00 Painting

1.2 SUMMARY

A. Description of work: 1. Base Bid 2 - Garden House:

a. Remove and dispose of all existing paint from all painted exterior surfaces, with chemical remover, in strict accordance with manufacturer’s and EPA requirements.

b. Ninety (90%) per cent minimum paint removal required. c. Continue removal process until the satisfaction, and final approval of paint

removal by the Architect. 2. Base Bid 3 - Bimeler House:

a. Remove and dispose of all existing paint from all painted exterior surfaces, with chemical remover, in strict accordance with manufacturer’s and EPA requirements.

b. Ninety eight (98%) per cent minimum paint removal required. c. Continue removal process until the satisfaction, and final approval of paint

removal by the Architect. d. Caulk all cracks in brick larger than 1/16” to minimize water penetration

during stripping process. Caulk will be removed at a later date when brick repairs and repointing of structure occur. Color to match surrounding cleaned brick.




A. Contractor Qualifications: All work shall be performed by contractors skilled in the application of the products specified in this section.

B. Manufacturer: Cathedral Stone Products or other as approved by Architect.

Contractor must verify compatibility of substitute product with paint and sealer from Cathedral Stone Products.

C. Requirement: Remove paint and soiling from wood or metal surfaces without harming the original substrate material.

D. Statement of Application. By undertaking work of this section, assume overall responsibility and warrant the following:

1. All components are compatible with each other and with conditions of

expected use. 2. All materials and application methods are compatible with adjacent materials

and with adjacent work of other trades.

E. Qualified Industrial Hygienist. Collect and test substrate and waste samples for existence of lead and other hazardous materials prior to start of field-testing. If hazardous materials exist, follow local regulations for removal or containment. 1.4 SUBMITTALS

A. Product Data. Submit the following:

1. Materials list of products and items proposed to be used in this Section. 2. Product Description. 3. Manufacturer's specifications and other data required proving compliance with

the specified requirements. 4. MSDS sheets for each product proposed for use. 5. Manufacturer’s recommended procedures for each product proposed for use.

B. Work Description. Submit the following written work description for proposed paint

removal and cleaning operations for each type of substrate (wood or metal) and project condition. 1. Identify methods and materials proposed for each type of paint removal and

cleaning operation. 2. Submit list of all required equipment. 3. Detail sequence of operations and schedule of work.

1.5 FIELD SAMPLES

A. Before full scale operation, provide a test panel for each of the following conditions [as applicable]: 1. Removal of paint from brick surface surface.

B. Field sample panels shall be of an appropriate size to demonstrate relevant paint



removal and cleaning methods. Samples shall establish proper stripper and/or cleaner to be used, application techniques (spray, trowel, brush, etc.) dilution, dwell time, number of applications, proper removal and rinsing techniques (wash, ice or CO2 cleaning, sponges, etc.), compatibility, effectiveness and desired results.

C. Allow test panels to dry a minimum of 48 hours before judging effectiveness.

D. More than one sample panel may be required if results of initial sample panel are

unacceptable.

E. Upon approval by the Architect, sample panels will be the standard for judging the workmanship and acceptability of the balance of paint removal and cleaning operations. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Deliver materials to the site in the original fully sealed containers with labels clearly identifying product type and name of manufacturer.

B. Store containers according to manufacture’s instructions. Keep all containers tightly

closed when not in use. Do not use unmarked containers for the storage of chemical containing materials.

1.7 SITE CONDITIONS

A. Clean wood or metal surfaces only when air temperatures are between 40 F and 90 F and w ill re m ain so un til th e sub stra te is c ompletely dry.

B. Disposal. Dispose of all waste materials in accordance with EPA requirements. C. Regulations. Conform to all applicable federal, state and local environmental

regulations regarding testing, handling, treatment, containment, collection, transport disposal and discharge of hazardous wastes and cleaning effluents. PART 2 – PRODUCTS 2.1 MANUFACTURER

A. Cathedral Stone Products 2.2 PAINT REMOVAL SYSTEMS

A. MasonRE S-305 Heavy Duty Paint Stripper or equal as approved by Architect.

Contractor must verify compatibility of substitute product with paint and sealer from Cathedral Stone Products.



2.3 OTHER MATERIALS

A. Water. Use only clean, potable water free from injurious amounts of oil, alkali, organic matter or other deleterious material for all cleaning and rinsing operations.

B. Provide all required hoses, valve connections, pumps, nozzles and other necessary

water conveying components to provide water where needed. C. Other Cathedral Stone products may be required for a complete installation, these

products are considered to be part of each system as established during field-testing. PART 3 – EXECUTION 3.1 EXAMINATION

A. Examine each surface prior to field testing to ensure that all specified materials are acceptable for use on each specific surface. 3.2 PROTECTION

A. Install protection to prevent damage to adjacent surfaces, windows, landscaping,

automobiles, building occupants and pedestrians.

B. Protect all adjacent areas from contact with paint removal and cleaning materials by erecting properly constructed protection positioned to confine and prevent overspray of water or chemicals.

C. Operatives shall be made aware of the hazardous nature of the cleaning procedures

and shall wear appropriate personal protective equipment at all times during performance of paint removal and cleaning operations.

D. Conform to regulations as established by OSHA for worker safety in the presence of

hazardous materials. 3.3 CLEAN-UP

A. Upon completion of paint removal or cleaning operations, remove tools, equipment, products, any other unnecessary materials from the site. Remove and legally dispose off-site all debris, residues, rinse water and waste in accordance with environmental regulations.

Masonry Restoration – Section 04 01 20


SECTION 04 01 20 MASONRY RESTORATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. Section includes restoration of masonry consisting of: 1. Base Bid 1 - Reconstructing brick chimney at the Tin Shop 2. Base Bid 2 - Repairing designated areas of brick wall masonry at the Garden

House 3. Base Bid 2 - Repairing designated sandstone foundation stone at the Garden

House 4. Base Bid 2 - Repointing joints (spot pointing) designated areas at the Garden

House 5. Alternate 4 – Complete repointing of exterior brick masonry at the Garden

House

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. Include recommendations for application and use. Include test data substantiating that products comply with requirements.

B. Samples are to be submitted for the following:

1. Pointing and Repair Mortar: Submit sets of mortar for pointing in the form of sample mortar strips, 6 inches (150 mm) long by 1/2 inch (13 mm) wide, set in aluminum or plastic channels.

a. Have each set contain a close color range of at least three Samples of different mixes of colored sands and cements that produce a mortar matching the cleaned masonry when cured and dry.

b. Submit with precise measurements on ingredients, proportions, gradations, and sources of colored sands from which each Sample was made.

2. Repair/Patching compound for re-facing of brick units at the Garden House: Submit 3 inch square sample of compound to be used showing final color and texture



3. Submit four representative units for salvaged brick for Tin Shop chimney. Salvaged bricks to match size, shape, and color of early bricks used at Zoar. Do not match existing infill bricks.


A. Source Limitations: Obtain each type of material for masonry restoration (face brick, patching compound, sand, etc.) from one source with resources to provide materials of consistent quality in appearance and physical properties.

B. Quality-Control Program: Prepare a written quality-control program for this Project to systematically demonstrate the ability of personnel to properly follow methods and use materials and tools without damaging masonry. Include provisions for supervising performance and preventing damage due to worker fatigue.

C. Restoration Program: Prepare a written, detailed description of materials, methods, equipment, and sequence of operations to be used for each phase of restoration work including protection of surrounding materials and Project site.

1. Include methods for keeping pointing mortar damp during curing period. 2. If materials and methods other than those indicated are proposed for any

phase of restoration work, add to the Quality-Control Program a written description of such materials and methods, including evidence of successful use on comparable projects, and demonstrations to show their effectiveness for this Project and worker's ability to use such materials and methods properly.

D. Mockups: Prepare mockups of restoration and paint removal to demonstrate aesthetic effects and set quality standards for materials and execution and for fabrication and installation.

1. Masonry Repair: Prepare sample areas for brick and stove repair materials. Erect sample areas in existing walls unless otherwise indicated, to demonstrate quality of materials, workmanship, and blending with existing work.

2. Repointing: Rake out joints in 2 separate areas, each approximately 16 inches high by 16 inches wide for each type of repointing required and repoint one of the areas.

3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

E. Pre-installation Conference: Conduct conference at Project site.

1. Review methods and procedures related to masonry restoration and cleaning including, but not limited to, the following:



a. Construction schedule. Verify availability of materials, Restoration Specialist's personnel, equipment, and facilities needed to make progress and avoid delays.

b. Materials, material application, sequencing, tolerances, and required clearances.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver masonry units to Project site strapped together in suitable packs or pallets or in heavy-duty cartons.

B. Deliver other materials to Project site in manufacturer's original and unopened containers, labeled with manufacturer's name and type of products.

C. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

D. Store hydrated lime in manufacturer's original and unopened containers. Discard lime if containers have been damaged or have been opened for more than two days.

E. Store sand where grading and other required characteristics can be maintained and contamination avoided.


A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit masonry restoration and cleaning work to be performed according to manufacturers' written instructions and specified requirements.

B. Replace masonry units and repoint mortar joints only when air temperature is between 40 and 90 deg F (4 and 32 deg C) and is predicted to remain so for at least 7 days after completion of the Work unless otherwise indicated.

C. Cold-Weather Requirements: Comply with the following procedures for masonry repair and mortar-joint pointing unless otherwise indicated:

1. When air temperature is below 40 deg F (4 deg C), heat mortar ingredients, masonry repair materials, and existing masonry walls to produce temperatures between 40 and 120 deg F (4 and 49 deg C).

2. When mean daily air temperature is below 40 deg F (4 deg C), provide enclosure and heat to maintain temperatures above 32 deg F (0 deg C) within the enclosure for 7 days after repair and pointing.

D. Hot-Weather Requirements: Protect masonry repair and mortar-joint pointing when temperature and humidity conditions produce excessive evaporation of water from mortar and repair materials. Provide artificial shade and wind breaks and use cooled materials as required to minimize evaporation. Do not apply mortar to



substrates with temperatures of 90 deg F (32 deg C) and above unless otherwise indicated.

E. For manufactured repair materials, perform work within the environmental limits set by each manufacturer.

1.7 COORDINATION

A. Coordinate masonry restoration and cleaning with public circulation patterns at Project site. Some work is near public circulation patterns. Public circulation patterns cannot be closed off entirely, and in places can be only temporarily redirected around small areas of work. Plan and execute the Work accordingly.

1.8 SEQUENCING AND SCHEDULING

A. Order replacement materials at earliest possible date to avoid delaying completion of the Work.

B. Perform masonry restoration work in the following sequence:

1. Rake out mortar from joints surrounding masonry to be replaced and from joints adjacent to masonry repairs along joints.

2. Replace existing masonry with new masonry materials. 3. Rake out mortar from joints to be repointed. 4. Point mortar joints. 5. Replacement and repointing have been completed and cured, perform a final

cleaning to remove residues from this work. 6. Inspect for open mortar joints and repair before cleaning to prevent the

intrusion of water and other cleaning materials into the wall.

PART 2 - PRODUCTS

2.1 MASONRY MATERIALS

A. Face Brick: Provide face brick, including specially molded, ground, cut, or sawed shapes where required to complete masonry restoration work.

1. Provide units with colors, color variation within units, surface texture, size, and shape to match existing brickwork and with physical properties within 10 percent of those determined from preconstruction testing of selected existing units.

B. Salvaged Brick: Obtain salvaged brick to match existing (by contractor). Clean off residual mortar.



2.2 MORTAR MATERIALS

A. Portland Cement: ASTM C 150, Type I or Type II, white or gray or both where required for color matching of exposed mortar.

1. Provide cement containing not more than 0.60 percent total alkali when tested according to ASTM C 114.

B. Hydrated Lime: ASTM C 207, Type S.

C. Mortar Sand: ASTM C 144 unless otherwise indicated.

1. Color: Provide natural sand of color necessary to produce required mortar color.

2. For pointing mortar, provide sand with rounded edges. 3. Match size, texture, and gradation of existing mortar sand as closely as

possible. Blend several sands if necessary to achieve suitable match.

D. Mortar Pigments: Natural and synthetic iron oxides, compounded for mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortars.

E. Water: Potable.

2.3 MORTAR MIXES

A. Measurement and Mixing: Measure cementitious materials and sand in a dry condition by volume or equivalent weight. Do not measure by shovel; use known measure. Mix materials in a clean, mechanical batch mixer.

1. Mixing Pointing Mortar: Thoroughly mix cementitious materials and sand together before adding any water. Then mix again adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for 15 to 30 minutes. Add remaining water in small portions until mortar reaches desired consistency. Use mortar within one hour of final mixing; do not retemper or use partially hardened material.

B. Do not use admixtures in mortar unless otherwise indicated.

C. Mortar Proportions: Mix mortar materials in the following proportions:

1. Pointing Mortar for Brick: 1 part portland cement, 2 parts lime, and 8 parts sand.

2. Rebuilding (Setting) Mortar: Same as pointing mortar.



2.4 UNUSED ANCHOR REMOVAL

A. Remove masonry anchors, brackets, wood nailers, and other extraneous items no longer in use unless identified as historically significant or indicated to remain.

1. Remove items carefully to avoid spalling or cracking masonry. 2. Where directed, if an item cannot be removed without damaging surrounding

masonry, do the following:

3. Patch the hole where each item was removed unless directed to remove and replace the masonry unit (does not apply to work at Bimeler House).

2.5 REPOINTING MASONRY

A. Rake out and repoint joints to the following extent:

1. All joints in areas indicated. 2. Joints where mortar is missing or where they contain holes. 3. Cracked joints where cracks are 1/16 inch or more in width and of any depth. 4. Joints where they sound hollow when tapped by metal object. 5. Joints where they have been filled with substances other than mortar. 6. Sealant-filled joints.

B. Do not rake out and repoint joints where not required.

C. Rake out joints as follows, according to procedures demonstrated in approved mockup:

1. Remove mortar from joints to depth of joint width plus 1/8 inch, but not less than 1/2 inch (13 mm) or not less than that required to expose sound, unweathered mortar.

2. Remove mortar from masonry surfaces within raked-out joints to provide reveals with square backs and to expose masonry for contact with pointing mortar. Brush, vacuum, or flush joints to remove dirt and loose debris.

3. Do not spall edges of masonry units or widen joints. Replace or patch damaged masonry units as directed by Architect.

a. Cut out mortar by hand with chisel and resilient mallet. Do not use power-operated grinders without Architect's written approval based on approved quality-control program.

b. Cut out center of mortar bed joints using angle grinders with diamond-impregnated metal blades. Remove remaining mortar by hand with chisel and resilient mallet. Strictly adhere to approved quality-control program.

D. Notify Architect of unforeseen detrimental conditions including voids in mortar joints, cracks, loose masonry units, rotted wood, rusted metal, and other deteriorated items.



E. Pointing with Mortar:

1. Rinse joint surfaces with water to remove dust and mortar particles. Time rinsing application so, at time of pointing, joint surfaces are damp but free of standing water. If rinse water dries, dampen joint surfaces before pointing.

2. Apply pointing mortar first to areas where existing mortar was removed to depths greater than surrounding areas. Apply in layers not greater than 3/8 inch (9 mm) until a uniform depth is formed. Fully compact each layer thoroughly and allow it to become thumbprint hard before applying next layer.

3. After low areas have been filled to same depth as remaining joints, point all joints by placing mortar in layers not greater than 3/8 inch (9 mm). Fully compact each layer and allow to become thumbprint hard before applying next layer.

4. Mortar joints on repointing work and Tin Shop chimney to be flush. Where existing masonry units have worn or rounded edges, slightly recess finished mortar surface below face of masonry to avoid widened joint faces. Take care not to spread mortar beyond joint edges onto exposed masonry surfaces or to featheredge the mortar.

5. When mortar is thumbprint hard, tool joints to match original appearance of joints as demonstrated in approved mockup. Remove excess mortar from edge of joint by brushing.

6. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours including weekends and holidays.

a. Acceptable curing methods include covering with wet burlap and plastic sheeting, periodic hand misting, and periodic mist spraying using system of pipes, mist heads, and timers.

b. Adjust curing methods to ensure that pointing mortar is damp throughout its depth without eroding surface mortar.

7. Hairline cracking within the mortar or mortar separation at edge of a joint is unacceptable. Completely remove such mortar and repoint.

2.6 FINAL CLEANING

A. After mortar has fully hardened, thoroughly clean exposed masonry surfaces of excess mortar and foreign matter; use wood scrapers, stiff-nylon or -fiber brushes, and clean water, spray applied at low pressure (100 psi to 300 psi).

1. Do not use metal scrapers or brushes. 2. Do not use acidic or alkaline cleaners.

B. Wash adjacent woodwork and other non-masonry surfaces. Use detergent and soft brushes or cloths.

C. Clean mortar and debris from roof; remove debris from gutters and downspouts. Rinse off roof and flush gutters and downspouts.



D. Sweep and rake adjacent pavement and grounds to remove mortar and debris. Where necessary, pressure wash pavement surfaces to remove mortar, dust, dirt, and stains.

2.7 MANUFACTURED REPAIR MATERIALS

A. Stone and Brick Patching Compounds: Factory-mixed cementitious product that is custom manufactured for patching masonry.

1. Products: Subject to compliance with requirements, provide one of the following available products that may be incorporated into the Work include, but are not limited to, the following:

a. Cathedral Stone Products, Inc.; Jahn Restoration Mortars. b. Conproco Corporation; c. Edison Coatings, Inc.; Custom System 45.

2. Use formulation that is vapor- and water permeable (equal to or more than the original brick or stone), exhibits low shrinkage, has lower modulus of elasticity than the stone units being repaired, and develops high bond strength to all types of masonry.

3. Use formulation having working qualities and retardation control to permit forming and sculpturing where necessary.

4. Formulate patching compound in colors, textures, and grain to match brick or stone being patched. Provide sufficient number of colors to enable matching each piece of original materials.

PART 3 – EXECUTION 3.1 PROTECTION

B. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm resulting from stone restoration work.

1. Erect temporary protective covers over walkways and at points of pedestrian and vehicular entrance and exit that must remain in service during course of restoration and cleaning work.

C. Prevent mortar from staining face of surrounding stone and other surfaces.

1. Cover sills, ledges, and projections to protect from mortar droppings. 2. Keep wall area wet below rebuilding and pointing work to discourage mortar

from adhering. 3. Immediately remove mortar in contact with exposed stone and other surfaces. Clean mortar splatters from scaffolding at end of each day.

END OF SECTION

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Rough Carpentry – Section 06 10 53


SECTION 06 10 53 ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS


B. Related work specified elsewhere:

1. Section 06 20 13 - Finish Carpentry

2. Section 07 32 00 - Clay Tile Roof

C. Description of Work:

1. Base Bid 1 - Provide and install plywood sheathing, 1x oak edging and decking and associated blocking at Tin Shop roof.

2. Alternates 1 & 3 - Provide and install blocking behind finish carpentry, as may be required for repairs.

1.3 SUBMITTALS

A. Provide manufacturer's standard nail patterns and list of nail sizes required for the Architect's pattern selection.


A. Coordination 1. Fit carpentry work to other work; scribe and cope as required for accurate fit.

Correlate location for furring, nailers, blocking, grounds and similar supports to allow proper attachment of other work.

1.5 PRODUCT HANDLING

A. Keep materials dry at all times. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and provide air circulation within stacks.

PART 2 - PRODUCTS 2.1 MATERIALS



A. Plywood: 1. Trademark: Identify each plywood panel with appropriate APA trademark. 2. Concealed performance rated plywood: Where plywood panels will be used

for concealed types of applications, provide APA performance rated panels complying with requirements indicated for grade designation span rating, exposure durability classification, edge detail (where applicable) and thickness.

B. Lumber

1. All finish work to be 5/4 straight grain oak (no flat grain) New or reclaimed lumber is acceptable. Acceptable species is White Oak for edging and corner boards, and Red or White Oak for T&G roof decking. Submit samples for Architect’s approval.

2. Nominal sizes are indicated, except as shown by detail dimensions. Provide

actual sizes as required by PS 20, and for moisture content specified for each use.

3. Provide dressed lumber S4S, unless otherwise indicated.

4. Provide kiln-dried lumber with 15% maximum moisture content at time of

dressing.

C. Miscellaneous materials: 1. Fasteners and anchorages: Provide size, type of material and finish as

indicated and as recommended by applicable standards, complying with applicable Federal specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices. Provide expansion bolts and framing anchors of the size and type recommended by the manufacturer for each use, including recommended nails. All penetrations into concrete including expansion bolts and anchors must be drilled.

PART 3 - EXECUTION 3.1 INSTALLATION

A. General 1. Discard material with defects which might impair the quality of work. 2. Set carpentry work accurately to required levels and lines, with members

plumb, true, accurately cut and fit. 3. Coordinate all work with other trades, provide blocking, nailers, anchors and

moisture barriers as may be required. 4. Particular attention shall be given to the execution of details as shown on the

Drawings.

B. Selective demolition



1. Prior to beginning the selective demolition work review with the Architect the building components which are: a. to be reincorporated into the finished project, b. to be stored as directed by the Architect, and c. to become the Contractor's property and be removed from the site.

2. Provide shoring, ratchet cable pullers, temporary partitions, dust barriers, barricades, etc. as may be required to execute the demolition work.

3. The Contractor shall provide suitable containers for the temporary storage of all construction debris. From time to time the construction waste and debris shall be properly disposed of in accordance with state and local regulations.

3.2 CLEAN-UP

A. Keep areas as clean and neat as practical during the course of the work. Clean up completely at the end of each work day.

B. Remove all debris and rubbish on a daily basis.

END OF SECTION

Finish Carpentry – Section 06 20 13


SECTION 06 20 13 FINISH CARPENTRY PART 1 - GENERAL 1.01 RELATED DOCUMENTS

A. Drawings, Bidding Requirements, Contract Conditions, and Division 1 Specifications Sections in their entirety apply to this Section.

B. Related work specified elsewhere

1. 06 10 53 Rough Carpentry 2. 09 91 00 Painting

1.04 SUBMITTALS

A. Samples for Verification:

a. For exterior running trim to be replaced, submit two 8” x 4” samples of exact wood to be used.

B. Qualification Data: For Installer and fabricator

1.05 PRODUCT DELIVERY, STORAGE AND HANDLING A. Keep materials dry at all times. Protect against exposure to weather and contact

with damp or wet surfaces. Stack lumber and plywood and provide air circulation within stacks.

1.06 JOB CONDITIONS

A. Apply caulks, primers, paints, etc. only when temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees F (0 degrees C) and 95 degrees F (35 degrees C), unless otherwise permitted by paint manufacturer's printed instructions.

B. Environmental Limitations: Do not deliver or install woodwork until wet work is complete. Store inside, maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

C. Conditioning: Maintain relative humidity conditions planned for building occupants, but not greater or less than the relative humidity range recommended by AWI, and an ambient temperature between 65 and 75 deg F in spaces to receive architectural woodwork for at least seven days before installation, during installation, and for at least seven days after installation. After post installation period, maintain relative humidity conditions and ambient temperature planned for building occupants.

Condition architectural woodwork by placing materials in conditioned space at least 5 five days prior to start of installation.



Open sealed packages of architectural woodwork to permit natural adjustment of moisture content and allow architectural woodwork to acclimate to room conditions.

D. Field Measurements: Where woodwork is indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

Locate concealed framing, blocking, and reinforcements that support woodwork by field measurements before being enclosed, and indicate measurements on Shop Drawings.

1.07 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that interior architectural woodwork can be supported and installed as indicated.

B. Contractor to coordinate paint removal, wood repairs, and substrate preparation for painting.

C. Review locations of all proposed repairs with Architect PART 2 – PRODUCTS 2.01 MATERIALS

A. General: Provide materials that comply with requirements of AWI's quality standard for each type of woodwork and quality grade specified, unless otherwise indicated. When replacing, scarfing, or patching wood, match existing wood profile and size.

B. Lumber general standards: Comply with PS 20 with applicable rules of the respective grading and inspecting agencies for products indicated.

C. Wood consolidant and replacement compound:

1. ABATRON, INC., 5501 95th Avenue, Kenosha, WI 53144. Tel: (262) 653-2000, Fax: (262) 653-2019, Orders: 800-445-1754. www.abatron.com. 2. Material Application for Wood consolidant and replacement compound:

a. Wood Stripper: ClearStrip b. Wood Consolidant: LiquidWood c. Wood Replacement Compound/structural adhesive putty:

WoodEpox

2.02 LUMBER, GENERAL

A. All finish work to be 5/4 straight grain oak (no flat grain) New or reclaimed lumber is acceptable. Acceptable species include White Oak for edging and

http://www.abatron.com/



corner boards, and Red or White Oak for T&G roof decking. Submit samples for Architect’s approval.

B. Factory mark each piece of lumber with type, grade, mill and grading agency. C. Nominal sizes are indicated, except as shown by detail dimensions. Provide

actual sizes as required by PS 20, and for moisture content specified for each use. D. Provide dressed lumber S4S, unless otherwise indicated. E. Provide kiln-dried lumber with 15% maximum moisture content at time of

dressing.

2.05 MISCELLANEOUS MATERIALS

A. Fasteners and anchorages: Provide size, type of material and finish as indicated and as recommended by applicable standards, complying with applicable Federal specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices.

B. Where carpentry work is exposed to weather, in ground contact or in an area of high relative humidity, provide fasteners and anchorages with a hot-dip zinc coating (ASTM A153).

C. All nails used where framing is exposed shall be cut nails as manufactured by the

Tremont Nail Company, Wareham, MA. Tel: (800) 842-0560. D. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber,

kiln dried to less than 15 percent moisture content

E. Adhesives, General: Do not use adhesives that contain urea formaldehyde.

F. Window glazing: Dap 33 PART 3 – EXECUTION 3.02 INSTALLATION

A. Before installation, condition woodwork to average prevailing humidity

conditions in installation areas. B. Discard units of new material with defects which might impair quality of work,

and units which are too small to fabricate work with minimum joint arrangement.



C. Use cut nails, except in areas not exposed to view or that will receive finish materials.

D. Select fasteners of size that will not penetrate members where opposite side will be exposed to view. Make tight connections between members. Install fasteners without splitting of wood; predrill as required.

E. Install repairs to match existing adjacent work. F. Touch up finishing work specified in this Section after installation of woodwork.

Fill nail holes with matching filler where exposed, except where historic nail heads protrude from surface of wood. Where replacement wood is patched or scarfed, match existing nail condition.

G. Caulk all open seams, joints, etc. in a professional manner. Do not caulk

horizontal joints under lap siding. Do install sealant between stone foundation and wood siding, trim, plinths, jambs, column base, etc.

H. Standing and Running Trim: Install with minimum number of joints

possible. Scarf running joints and stagger in adjacent and related members. I. Fill gaps, if any, between top of base and wall with sealant, sand smooth, and

finish same as wood base if finished. J. Install standing and running trim with no more variation from a straight line than

1/8inch in 96 inches.

3.06 ADJUSTING AND CLEANING

A. Repair damaged and defective woodwork, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance.

B. Clean woodwork on exposed and semi-exposed surfaces. Touch up shop-applied finishes to restore damaged or soiled areas.

3.07 CLEAN-UP

A. Keep areas as neat and clean as possible during the course of the work. B. Clean up completely at the end of each work day.

END OF SECTION

Epoxy Repair for Deterioration and Decay in Wood – Section 06 30 00


SECTION 06 30 00 EPOXY REPAIR FOR DETERIORATION AND DECAY IN WOODEN MEMBERS PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Description of work: Alternate 3: Spot repair of window frame and sash. This procedure includes

guidance on stabilizing decayed wood members with epoxy consolidant and filler.

1.3 GENERAL GUIDELINES

A. Deterioration and decay in wood results from moisture infiltration,

accompanying fungal growth and insect infestation. Paint, caulk and sealant failures are also a major cause of wood deterioration.

B. Some sources of moisture may include the original moisture in green wood,

rainwater, condensation, ground water, piped water, and water released by water- conducting fungus through the process of decay itself.

C. Epoxy repair may be appropriate if:

1. the piece to be repaired is historically significant. Epoxy repair makes it possible to retain most of an original component by selectively repairing only the damaged area. 2. if the piece is decorative and replacement would be too expensive or impossible.

D. Epoxy repair may NOT be appropriate if:

1. The piece is a structural member. Epoxy has adequate compression strength, but is not the best choice to repair a member in tension. In this case, replacement is usually a better option.

2. The wood to be repaired is to remain unpainted, as the epoxy is quite different in appearance than wood. In this case, the wood should be selectively replaced.

3. If the area to be repaired is large, as epoxy repair can be expensive. E. See 01 10 00.7S for general project guidelines to be reviewed along with this

procedure. These guidelines cover the following sections:



1. Safety Precautions 2. Historic Structures Precautions 3. Submittals 4. Quality Assurance 5. Delivery, Storage and Handling 6. Project/Site Conditions 7. Sequencing and Scheduling 8. General Protection (Surface and Surrounding) These guidelines should be reviewed prior to performing this procedure and should be followed, when applicable, along with recommendations from the Regional Historic Preservation Officer (RHPO).

PART 2 – PRODUCTS 2.1 MANUFACTURERS

A. ConServ Epoxy LLC

PO Box 454 Northford, CT 203/484-4123

B. Abatron, Inc.

5501 95th Ave. Kenosha, WI 53144 800/445-1754 or 414/653-2000

C. Protective Coating Co. (PC products)

221 S. 3rd Street Allentown, PA 18102 800/220-2103

2.2 MATERIALS

A. Epoxy consolidant and epoxy filler, both are multiple part compounds.

Purchase by the gallon unless a large amount of epoxying needs to be done. Use one of the following, or approved equal:

1. ConServ (T) Flexible Consolidant 100" (ConServ): Cures slowly with a 5 to 7

hour application time to allow deep penetration. Complete hardness is achieved in 3 to 6 days.

2. "ConServ (T) Flexible Patch 200" (ConServ): A four part putty-like filler; Is not easy to mix in small amounts; Consistency and hardness are easily controlled with this material. NOTE: The products of ConServ are recommended for treatment of



thicker wood such as window sills. Because of its slower curing time, it allows for deeper penetration into members.

3. "Liquidwood-1" Consolidant (Abatron): Solidifies in a short period of time.

4. "Woodepox-2" Adhesive Paste (Abatron): A two-part paste mix; final

hardness is determined by varying the ratio of the two parts. The LiquidWood can be used as a thinner, but this reduces the flexibility of the filler. NOTE: These Abatron products are recommended for use on smaller members such as window sashes where deep penetration of consolidant is not required. The quick drying feature is an advantage for small, but repetitive, jobs. Abatron carries twenty different types of wood consolidants with varying degrees of penetration.

B. Oil clay that can be purchased from a hobby store – used to keep consolidant

from leaking through cracks. C. Nitril Rubber Gloves (Abatron) D. Disposable vinyl gloves: Available from drug store or pharmaceutical supply

distributor in 50 count or larger boxes. 2.3 EQUIPMENT

A. Plastic bottles, like those used for hair dye, to apply the consolidant; having many on hand is recommended. Cleaning of the bottles for reuse is possible.

B. Applicator bottles: Available from drug store and sold for hair dye application

usually in 8 fl. oz. size; Also available in bulk from Roux Laboratories. Roux Color Applicators lend themselves more easily to cleaning and reuse.

C. Rags of different sizes to wipe up spills before epoxy has a chance to harden,

small rags are recommended for quick one time uses such as wiping off spouts and caps.

D. Thin wooden sticks, approximately 8" long for scooping out paste and mixing

consolidant. E. Goggles and a respirator for protection from fumes. F. Putty knives for application of filler G. Channel lock pliers for opening stuck caps H. Allen wrench to clean out cap holes I. Needle nose pliers to pull out hardened epoxy



J. 1/8"x8"x12" Masonite boards for mixing paste filler K. Carbon dioxide fire extinguisher: Curing epoxy creates heat that may cause fire L. Rotary saw M. Air compressor N. Drill O. Stiff bristle brushes

PART 3 – EXECUTION 3.1 EXAMINATION

A. Detect rot using the "Pick Test":

1. Insert an ice pick into the wood at a slight angle. 2. Lift the pick out. If the wood splinters in long pieces, the wood is ok. If the

wood snaps where the pick is being lifted, the wood is decayed. B. When rot is discovered:

1. Determine the source of moisture infiltration and eliminate it. a. If rot is only present on the surface, drying is all that is necessary to

stop the spread of decay and kill off any growth. 2. If source of moisture is unknown, treat the wood with a preservative.

a. Preservatives are caustic chemicals and should be handled with care. b. A particularly dangerous wood preserving chemical is pentachlorophenol (a.k.a. penta). CAUTION: THIS CHEMICAL IS CARCINOGENIC AND ITS USE IS BANNED IN MANY STATES.

3. Preservatives will eliminate fungal growth, but generally do not restored

strength to the deteriorated wood material. 3.2 PREPARATION

A. Surface Preparation: 1. Dry affected wood member completely to arrest further decay. Dry in place

if possible -or- remove the member and keep in a cool dry place until dry. CAUTION: IF THIS PRECAUTION IS NOT TAKEN, THE EPOXY CAN ACTUALLY TRAP MOISTURE IN WOOD FIBERS AND ACCELERATE THE DECAY PROCESS. 2. Have all materials at hand before the mixing process begins.



3. Label all caps and lids so that a cap or lid is not placed on the wrong container or it may remain there permanently.

3.3 ERECTION, INSTALLATION, APPLICATION

CAUTION: AS EPOXIES CURE, HEAT IS PRODUCED. FOR THIS REASON, EPOXIES SHOULD BE USED IN SMALL QUANTITIES TO DETER EXTENSIVE HEAT BUILD-UP. CARE SHOULD BE TAKEN WHEN USING EPOXY ON A HOT DAY. A. Repair decayed wood using epoxy wood consolidant: 1. Drill 1/4" or 3/16" holes in affected wood to receive epoxy consolidant:

a. Drill holes at an angle and spaced approximately 2" on center in staggered rows. The top of one hole should line up with the bottom of the next hole. CAUTION: BE SURE NOT TO DRILL THROUGH THE ENTIRE SURFACE FOR CONSOLIDANT WILL LEAK OUT FROM BEHIND. b. Dam any surface cracks with oil clay so that epoxy will not leak. 2. Remove sawdust and dirt from drilled holes using compressed air or stiff bristle brushes. 3. Following manufacturer's instructions, mix a small amount of the consolidant components (resin and hardener) together in an applicator bottle. Stir the mixture thoroughly by hand with a thin stick for 4 minutes or with a bent coat hanger chucked into a drill for 2 minutes. 4. Using a large plastic syringe or squeeze bottle and tube spout, carefully squirt the consolidant into the pre-drilled holes. Completely saturate the wood, moving from hole to hole refilling until the wood can hold no more. More than one application may be needed. 5. Wipe off any excess consolidant or spills and cover the treated area to protect until cured as directed by epoxy manufacturer. 6. If severed pieces need to be re-attached, glue them in place with a mixture of consolidant and filler.

B. When the consolidant has cured, fill the voids in the surface with epoxy filler

(wood-epoxy putty): 1. Mix the two part epoxy filler following the same procedures for mixing consolidant in Section 3.03 A.3. above. Mix filler to achieve the consistency of a glazing compound that can be worked with a putty knife. 2. Apply the filler to the surface: a. For large voids, apply filler in 1" thick layers. This reduces the possibility of



problems associated with heat build-up. b. Build up filler layers slightly above the wood surface to allow for planing and sanding smooth after it has cured. 3. When the filler has cured, sand or plane the surface smooth. 4. Apply a wood preservative to surrounding wood surfaces and prime and paint the entire surface.

END OF SECTION

Clay Roof Tiles –Section 07 32 00


SECTION 07 32 00 CLAY ROOF TILES PART 1 – GENERAL 1.1 RELATED DOCUMENTS

A. "Instructions to Bidders," "Form of Agreement Between Owner and Contractor," "General Conditions," and "Supplemental General Conditions" in their entirety are a part of this Section.

B. Section 02 41 19 - Selective Demolition, Section 06 10 53 - Rough Carpentry, Section 06 20 00 - Finish Carpentry, Section 07 60 00 - Sheet Metal Flashing and Trim

1.2 SUMMARY

A. Base Bid 1 - Provide and install clay roof tile on Tin Shop, including all associated demolition, new decking, underlayment, flashings, and fasteners.

1.3 REFERENCES

A. ASTM C 67 - Standard Test Methods of Sampling and Testing Brick and Structural Clay Tile.

B. ASTM C 1167 - Standard Specification for Clay Roof Tiles.

C. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.

D. SMACNA Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association, Inc.

1.4 SUBMITTALS

A. Within 14 days following execution of contract, Contractor to submit shop drawings showing proposed layout of tiles and specifying quantities required of field tile and ridge tile.

B. Verification Samples: Three full-size tile samples of each type tile specified, representing actual color and finish of products to be installed.

C. Closeout Submittals: Warranty documents, issued and executed by tile manufacturer, countersigned by Contractor.




A. Installer Qualifications: Company experienced in installing roofing of the type specified in this section, with not fewer than three years of documented experience.

B. Mock-Up:

1. Construct mock-up using materials specified in this section. 2. Construct mock-up as directed, at location indicated or directed. 3. Obtain Architect's acceptance of mock-up before beginning construction

activities of this section; accepted mock-up will be standard by which completed work of this section is judged.

4. Accepted mock-up may remain as part of Work.

C. Pre-Installation Meeting:

1. Convene at job site seven (7) calendar days prior to scheduled beginning of construction activities of this section to review requirements of this section.

2. Require attendance by representatives of the following:

a. Installer of this section. b. Other entities directly affecting, or affected by, construction activities of this

section.

3. Notify Architect four (4) calendar days in advance of scheduled meeting date. 1.6 DELIVERY, STORAGE, AND HANDLING

A. Store products of this section in manufacturer's unopened packaging until installation. B. Maintain storage area conditions for products of this section in accordance with

manufacturer's instructions until installation. 1.7 WARRANTY

A. Product Warranty:

1. The clay roof tile manufacturer shall provide a 75-year warranty guaranteeing material integrity and color fastness for roof tile.

B. Special Warranties:

1. Clay Roof Tile Manufacturer Weather-tight Warranty: The clay roof tile manufacturer shall provide a 20 year warranty guaranteeing the Underlayment (the "Roofing and Underlayment System") to be free from defects in workmanship during the 20 year or 10 year period following the certified completion date of the Roofing and Underlayment System.

1.8 EXTRA MATERIALS



A. Provide an additional quantity of roof tile matching tile installed, in the amount of 3 percent of the total installed, but not less than one full carton, for Owner's use in roof maintenance. Provide both field tiles and ridge tiles.

PART 2 – PRODUCTS 2.1 MANUFACTURERS

A. Suggested manufacturer: Sandkuhl Clay Works Inc. 05536 Kossuth-Amanda Road Spencerville, OH 45887 419-657-2905 Ann Engh

B. Requests for substitution will be considered in accordance with provisions of Section

01 60 00. 2.2 CLAY ROOF TILE

A. Roof Tile - General: Incombustible, vitrified tile manufactured from shale and fire clays, having less than 2.0 percent moisture absorption when tested in accordance with ASTM C 67, and meeting Grade 1 freeze/thaw resistance requirements when tested in accordance with ASTM C 1167. 1. Color: Custom color: to match existing Zoar tiles 2. Shape and surface characteristics : Custom made to match existing Zoar tiles

B. Flat Shingle Clay Roof Tile Type __:

1. Acceptable product: Flat Slab Shingle, to match existing tiles

a. Nominal size: 6.25 inches wide by 15 inches long. To match existing b. Average exposure: 7.0 inches

2. Accessory tile pieces required: Ridge tile 2.3 ACCESSORY MATERIALS

A. 1 layer of Grace Ice & Water Shield self-adhered roofing underlayment over entire roof deck. Install per manufacturer’s recommendations.

B. Flashing: .040 thick aluminum coil stock w/ brown painted finish C. Cement Mortar for Setting Tile: 1 part Portland cement mortar ASTM C 270 Type M

and 4 parts sand. D. Grout for Finishing Rake:

1. Mix the following materials in equal parts:

a. Factory-mixed mortar meeting requirements of ASTM C 387, Type N.



b. Factory-mixed surface bonding mortar meeting requirements of ASTM C 887. 2. Add mineral oxide pigment to match color of roof tile. 3. Add water and acrylic additive in accordance with mortar materials manufacturers'

instructions to obtain correct mix for workability. E. Roof Cement: Asphalt roof cement conforming to ASTM D 4586, Type I or II. F Sealant Used in Lieu of Flashing Cement: ASTM C 920 silicone; provide one of the

following: 1. Dow Corning 790 Silicone Building Sealant. 2. GE SilProof.

G. Wood Nailers and Cant Strips: White Oak wood, as specified in Section 06 10 00.

2.4 FLASHING FABRICATION

A. Form flashing to profiles indicated on drawings and as required to protect roofing materials from physical damage and shed water and in accordance with manufacturer's instructions for indicated project conditions.

B. Form sections square and accurate in profile, in maximum possible lengths, free from

distortion or defects detrimental to appearance or performance. PART 3 – EXECUTION 3.1 EXAMINATION

A. Verify that roofing penetrations and plumbing stacks are in place and properly flashed to deck surface.

B. Verify that roof openings are correctly framed. C. Verify that deck surfaces are dry and free of ridges, warps, and voids.

3.2 PREPARATION

A. Comply with tile manufacturer's recommendations on preparation of acceptable roof deck.

B. Broom clean deck surfaces prior to installation of underlayment. 3.4 TILE INSTALLATION

A. Overhang of tile at eaves should be 2 inches beyond cant strip and 1 inch beyond

flashing shingle. Overhang rake board at gables 1-1/4 inches. B. Install first course (only) over wood flashing shingles. Cover each flashing shingle with

.040 aluminum. C. Install each subsequent course with maximum exposure in each course of 7.0 inches.



D. Install continuous .040 painted aluminum flashing between each course of tiles and over ridge. Attach with 1” aluminum roofing nails (field verify length). Contractor to size nails and other fasteners so that they do not fully penetrate roof sheathing. Nail points must not be visible from inside attic space.

E. Install flashing at all locations where roof intersects chimneys and similar projections.

Install stepped flashing and counterflashing at chimney. Counterflashing to be set in reglet cut into mortar joints and following brick coursing. Counterflashing attached with driven lead wedges. Joints finished with sealant: color to match mortar.

F. Attach tiles with 1-3/4” aluminum roofing nails (field verify length). Do not drive

fasteners tightly against tiles, to reduce risk of breakage and to allow natural deck movement. Contractor to size nails and other fasteners so that they do not fully penetrate roof sheathing. Nail points must not be visible from inside attic space.

G. Allow tile to "hang" on its fastener. H. Wet cut tile at hips and valleys, using masonry saw with diamond blade.

3.5 PROTECTION

A. Do not permit traffic over finished roof surface. B. Replace tile broken due to improper protection or traffic control.

END OF SECTION

Sheet Metal Flashing and Trim –Section 07 62 00


SECTION 07 62 00 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 RELATED DOCUMENTS


1.2 DESCRIPTION

A. Related work specified elsewhere

1. Section 02 41 19 - Selective Demolition

2. Section 07 32 00 - Clay Tile Roof

B. Description of work

1. Base Bid 1 - Provide metal flashing and counter flashing as shown on drawings and described in the Specifications, and all other incidental sheet metal work necessary to complete the work.

2. Alternate 2 – Provide metal flashing over door and window openings prior to exterior plaster.

1.3 SUBMITTALS

A. Shop Drawings

1. Submit flashing details for Architect’s approval prior to fabrication.

2. Submit two (2) samples of all sheet metal types to be used. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Deliver all materials to be installed under other Sections. B. Deliver materials to job site in time to be built in the proper sequence and

timing of the Work. C. Store material above ground on skids or platforms and protect from weather

and condensation. D. Small items shall be kept in enclosed space, weather tight and dry. E. Provide packaged materials in their original unbroken package or container.



PART 2 – PRODUCTS 1.02 SUMMARY A. Description of work: Tin Shop Roof:

1. Continuous flashing under each course of roof tiles. 2. Flashing above each “flashing shingle” in first course. 3. Flashing and counterflashing at chimney. 4. ALTERNATE X: Flashing over all door and window openings

2.1 MATERIALS

A. Flashing and counterflashing, as indicated on drawings

1. Roof: Aluminum, .040” coil, brown painted finish

2. Walls: Lead-coated copper, 16 oz. sheet

3 Alumninum nails for all roof flashings

4. Copper nails for wall flashings 2.2 FABRICATION

A. Fabricate items in strict accordance with the Contract Documents, SMACNA Standards, and as required by field conditions.

B. When applicable fabricate cleats and starter strips of same material as sheet, interlockable with sheet.

C. Form pieces in longest practical lengths. Fabricate corners from one piece with minimum 18” long legs or as long as practical for a specific location; seam for rigidity, seal with sealant.

D. Hem exposed edges on underside ½”; miter and seam corners.

E. Connections: Manufacturer's standard connection and as detailed.

F. Provide expansion joints as recommended by the Architectural Sheet Metal Manual.

PART 3 – EXECUTION 3.1 INSPECTION



A. Inspect all surfaces and conditions before starting work. Starting work is construed as acceptance of existing conditions.

B. To the extent possible, provide surfaces to which sheet metal is to be applied that is even, smooth, sound, thoroughly clean and dry and free from projecting nail heads or other defects that would affect the application.

C. Provide miscellaneous sheet metal accessories or other items essential to the completeness of the sheet metal installation, even though not specifically shown or specified.

D. Provide sheet metal work shall be completely weatherproof and secure against leaks and weather damage through severe temperatures and weather conditions. Seams shall overlap in the direction of weather flow.

E. Sheet metal work exposed to view from any point around or within the building shall, in addition to the weatherproofing requirements specified above, so as to present a finished appearance which is neat, uniform, and possessing appearance characteristics of good architectural sheet metal work. Conceal fastening where possible. Where exposure is permitted, fastening shall be neat, symmetrically spaced and of best possible appearance.

F. Make provision for expansion and contraction of sheet metal, with joints made waterproof and compatible with the function and appearance of the sheet metal item. Expansion joints shall accommodate movement to eliminate excessive stress and deformation. Use SMACNA Manual as a guide.

G. Provide protective coating, and/or treatment which will permanently isolate the materials and prevent adverse reaction, where sheet metal members are in contact with dissimilar metals and other materials which may cause galvanic corrosion.

3.2 INSTALLATION

A. Install all items in strict accordance with manufacturer's written instructions, SMACNA Standards and as detailed.

B. Install all items as indicated in the Contract Documents.

C. Contractor to size nails and other fasteners so that they do not fully penetrate roof sheathing. Nail points must not be visible from inside attic space.

3.3 ADJUST AND CLEAN A. Adjust, clean and remove all debris immediately after installation.

END OF SECTION

Plaster – 09 01 20


SECTION 09 01 20 PLASTER PART 1 – GENERAL 1.1 RELATED DOCUMENTS

A. "Instructions to Bidders," "Form of Agreement Between Owner and Contractor," "General Conditions" and "Supplemental General Conditions" in their entirety are a part of this Section.

1.2 SUMMARY

A. Work includes, but not limited to, the following: 1. Alternate 1 - Tin Shop: Apply two-coat stucco to exterior, including mesh,

flashings, and trim carpentry. 2. Alternate 2- Garden House: Repair wall plaster in designated areas to as-new

appearance using traditional three-coat application B. Related work specified elsewhere:

Section 02 41 19 - Selective Demolition Section 07 62 00 – Sheet Metal Flashing and Trim


A. Installation standard: ASTM C 843 Specification for Application of Gypsum Veneer Plaster, and ASTM C 842 Standard Specification for Application of Interior Gypsum Plaster.

B. Plaster terminology standard: ASTM C11, Definitions of Terms Relating to Ceilings and

Walls. C. Single source responsibility: Obtain plaster repair products from a single manufacturer

or from firms recommended by the prime manufacturer of the plaster. 1.4 QUALITY CONTROL

A. All work shall be performed by skilled Installers having not less than five (5) years satisfactory experience in the installation and repair of gypsum plaster.

B. Only skilled workers who are familiar and experienced with the materials and methods

specified shall be used for plaster repair work.

C. In acceptance or rejection of the plaster repair work, no allowance will be made for the lack of skill on the part of the workers.

Plaster – 09 01 20


1.5 SUBMITTALS

A. Product data 1. Submit manufacturer's product specifications and installation instructions for

plaster composition, mixing, and application. 2. Include other data as may be required to show compliance with these

Specifications. 3. Submit qualifications and experience of all personnel scheduled for this work.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Deliver materials in original packages, containers or bundles bearing brand name and identification of manufacturer or supplier.

B. Store materials inside, under cover and in a manner to keep them dry, protected

from weather, direct sunlight, surface contamination, corrosion and damage from construction traffic and other causes.


A. Environmental requirements: 1. Comply with requirements of referenced gypsum plaster applications standards

and recommendations of environmental conditions before, during and after application of plaster repairs.

PART 2 – PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS

A. Subject to compliance with requirements, provide products of one of the following: 1. Plaster materials and related products:

a. American Gypsum Company b. Georgia-Pacific Corporation c. Gold Bond Building Products Division, National Gypsum Company United States Gypsum Company

2.2 MATERIALS

A. Interior plaster repairs at Garden House: 1. Bonding Agent – USG Plaster bonder or prior-approved substitute. 2. Lath (wood stud walls) – New sawn-wood lath to match original.

Plaster – 09 01 20


3. Lath (interior brick walls) - Cemco Expanded Metal Lath or prior- approved substitute

4. Red Top Wood Fiber Gypsum Plaster or prior approved substitute 5. Red Top Finish Plaster or prior approved substitute 6. Sheetrock Durabond Setting-type joint compound or prior- approved

substitute

B. Exterior stucco at Tin Shop: 1. Lath (Tin Shop exterior walls) – SpiderLath fiberglass lath 2. Washers for lath attachment: Rodenhouse Plasti-Grip CBW 1-3/4” dia. 3. Screws – 3/16”x1-3/4” bugle head stainless steel Tapcons with s.s. washers 4. Traditional Portland cement plaster base 5. Pigmented cement/lime topcoat. Smooth, non-textured finish.

C. If substitutions are requested, Contractor to submit data sheets for approval.

PART 3 – EXECUTION 3.1 EXECUTION

A. Interior Plaster Repairs 1. Remove all loose material down to wood lath or brick. 2. Vacuum dust from surfaces. 3. After removal of un-sound material, install lath to bridge unsupported areas. 4. Do not use concussive methods to remove plaster or install lath. Attach expanded metal lath using Tap-Con screws or traditional masonry anchors. 5. Do not use masonry nails to attach metal lath. 6. Apply bonding agent to surrounding sound plaster prior to scratch coat. 7. Follow manufacturer’s instructions for mixing and application. 8. Apply scratch coat, keying deeply into lath. Scratch (texture) to receive brown

coat. Follow manufacturer’s recommendations for mixing and application.

Plaster – 09 01 20


9. Apply one or more brown coats to nearly flush with surrounding original plaster. Follow manufacturer’s instructions for mixing and application.

10. Embed joint tape in repair for full length of any cracks. 11. Finish coat repairs and blend into surrounding areas using approved joint

compound, filling all imperfections to achieve an as-new appearance over entire wall.

12. All cracks to be grooved out to eliminate the sheer plane, taped at the surface, and

feathered out into the surrounding surface to a minimum width of 20”.

B. Tin Shop Exterior Wall Stucco

1. Pressure wash all surface areas and allow to dry thoroughly. 2. Install lead-coated copper flashings above window and door casings and new

base board. 3. Install 5/4 White Oak corner, base, and trim boards per drawings. 4. Cover wood timbers with 30lb. asphalt-saturated building felt. Leave brick areas

uncovered. 5. Install SpiderLath fiberglass lath over entire wall. Attach with 3/16” x 1-3/4”

stainless steel Tapcon screws (bugle head) and 1-3/4” Plasti-Grip washers every 16” horizontally and vertically. On brick wall sections, attach only at mortar joints and timber surfaces. Do not screw into bricks.

6. Apply two-coat stucco using a Portland cement plaster base, and a pigmented

cement/lime topcoat. Smooth, non-textured finish. 7. Total depth of lath and plaster 1/2” to 5/8”. Coordinate depth with Architect.

3.2 PROTECTION OF WORK

A. Provide final protection and maintain conditions which ensure plaster repair work

without damage or deterioration. 3.3 CLEAN-UP

A. Maintain area as clean and neat as possible during work. Remove rubbish daily. B. Clean up completely when the drywall work is finished.

END OF SECTION

Painting – Section 09 91 00


SECTION 09 91 00 PAINTING PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings, Bidding Requirements, Contract Conditions, and Division 1

Specifications Sections in their entirety apply to this Section. 1.2 SUMMARY A. The painting work includes but not limited to, the following:

1. Base Bid 2 - Paint and seal the Garden House brick walls. 2. Base Bid 3 - Caulk all cracks in brick walls larger than 1/16” at the Bimeler

House. 3. Alternate 1 - Stain the corner, edge, and trim boards to match existing

projecting beams on the Tin Shop 4. Alternate 3 – Prep, spot prime, and paint all wood trim, doors, etc. at the

Garden House 5. Alternate 3 – Prep, spot glaze, spot prime, and paint the window sash and

frames at the Garden .

B. Related work specified elsewhere

1. Section 02 83 19 – Paint Removal

2. Section 06 30 00 – Epoxy Repair 1.3 QUALITY ASSURANCE A. Single source responsibility: 1. Provide primers and other undercoat paint produced by the same

manufacturer as finish coats. 2. Use only thinners approved by paint manufacturer, and use only within

recommended limits. 3. Apply materials in accordance with Manufacturer’s printed instructions.

B. Coordination of Work:

1. Contractor to coordinate paint removal, wood repairs, and drying methods.

1.4 SUBMITTALS A. Product data 1. Submit manufacturer's technical information and application instruc-

tions for each material proposed for use. B. Samples



1. Prior to ordering painting materials, Contractor to furnish manufacturer’s color chips for color selection by Architect.

2. When preparing samples for review, submit samples for Architect’s review of color, texture and quality.

3. Provide a listing of material and application for each coat of each finish sample

4. Simulate finished lighting conditions for review of in-place work. 5. Provide two identical 3’ 0” x 6” x ¾” smooth planed wood samples,

providing segments that clearly indicate the layering of each coating application, i.e. primer, second and third coat, as required to simulate actual conditions.

a. Resubmit samples as requested by Architect until acceptable sheen, color and texture is achieved.

1.5 DELIVERY AND STORAGE A. Deliver materials to job site in new and unopened packages and containers

bearing manufacturer's name, label date of manufacture and batch number. B. Store materials not in actual use in tightly covered containers. Maintain used

containers of paint in a clean condition, free of foreign materials and residue. 1. Protect materials from freezing. 2. Keep storage area neat and orderly. Remove oily rags and waste daily.

3. Take all precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints.

1.6 JOB CONDITIONS A. Apply caulks, primers, paints, etc. only when temperature of surfaces to be

painted and surrounding air temperatures are between 45 degrees F (0 degrees C) and 95 degrees F (35 degrees C), unless otherwise permitted by paint manufacturer's printed instructions.

B. Apply coatings in strict accordance with the manufacturers’ written

instructions,

PART 2 – MATERIALS

2.1 MANUFACTURER

A. Specification is based on Sherwin-Williams Company’s Products. Substitution Manufacturer must be approved by the Architect before award of Contract.

B. Acceptable (Wood Paint) Manufacturers:

1. Benjamin Moore

2. Glidden Coatings

3. Pratt & Lambert Inc.

C. Acceptable Brick Paint Manufacturers (No substitutes for paint/sealer products will be accepted on this project:



2.2 MATERIALS

A. Material quality:

1. Provide the best quality grade of various types of coatings by acceptable paint materials manufacturers.

a. Materials not displaying manufacturer's identification as required will not be acceptable.

B. Accessory materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality.

1. Thinners, when necessary, shall only be those as recommended by the manufacturer of the paints being thinned.

C. All materials used in the work shall be the first line product of the manufacturer specified. Materials not displaying manufacturer’s identification as a standard first line product will not be acceptable. A list of such products, including brand names and numbers, shall be submitted to the Architect before commencing work.

1. Equal products shall contain not less than an equal percentage of solids by volume content of products specified.

2. Color Pigments: Pure, non-fading, applicable types to suit substrates and service indicated Pigments shall be applicable types to suit substrates and service indicated. Provide pigments fully ground, maintaining a soft paste consistency in the vehicle during storage, readily and uniformly dispersed by paddle to a completely homogeneous mixture ready for use.

3. Each primer shall be of a suitable type for the surface, compatible with the specified finish paint and recommended by the manufacturer of the finish coat.

4. Provide intermediate coat products compatible with finish coat and as produced by manufacturer of the finish coat.

5. Provide ready-mixed paint, except for field catalyzed coatings. Job mixing and tinting is not acceptable.

6. No other paints shall be brought to job. No dryers shall be added at the job.

D. Material Application

1. a. Spot Prime: Sherwin-Williams A-100 or top quality exterior

alkyd wood primer

b. First Coat: Sherwin-Williams Duration Exterior Latex Satin or top quality acrylic top coating

c. Second Coat: Sherwin-Williams Duration Exterior Latex Satin or top quality acrylic top coating



d. Color: to be provided from manufacturer’s standard colors or

custom-mixed

2. Corner, trim, edge boards at Tin Shop;

a. Sherwin-Williams SHER-WOOD® Penetrating Oil or equal

3. Brick walls at Garden House:

a. Cathedral Stone Products (No Substitutions Accepted):

Paint: MasonRE Mineral Coating (2 coats) Sealer: MasonRE R-97 Sealer (1 application)

b. Color: to be provided, from manufacturer’s standard colors or custom- mixed

4. Caulking:

a. Sherwin-Williams White Lightening Paintable Silicone Sealant or equal

5. Glazing compound: Dap 33

6. Material quality:

a. Provide the best quality grade of various types of coatings by acceptable paint materials manufacturers.

b. Materials not displaying manufacturer's identification as required will not be acceptable.

7. Upon completion of job, remove all paint spots, touch-up and restore all damaged finishes, and remove and dispose of accumulated trash and debris.

PART 3 – EXECUTION 3.1 INSPECTION

A. Do not start work on unsatisfactory substrates. Starting of work shall be construed as acceptance of surfaces and conditions within any particular area.

B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or

conditions otherwise detrimental to formation of a durable paint film. 3.2 SURFACE PREPARATION

A. General:

1. Complete all prescribed sanding and wire-brushing prior to applying water wash.



2. All painted surfaces to be washed with low-pressure water wash (at maximum 300 p.s.i.), following detergent application, to remove surface dirt and scaling.

3. New and repaired surfaces to be sanded smooth before primer application.

4. Remove hardware accessories, machined surfaces, plates, lighting fixtures and similar items not to be painted, or provide surface-applied protection prior to surface preparation and painting operations. Following completion of painting of each space or area reinstall removed items.

5. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning.

6. Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly-painted surfaces.

7. Scrape all loose or peeling paint back to sound material.

8. Lightly sand all previously painted surfaces, by hand or mechanical means, to ensure long-term adhesion of the new paint. Note that this sanding process is done only to maximize the bonding of the new paint layers. This process is not intended to cosmetically “feather out” the transition between scraped and painted areas, or to smooth previous layer of paint.

9. Prime all exposed wood with alkyd primer (Does not apply to work at Tin Shop)

10. Caulk all open seams, joints, etc. in a professional manner. Do not caulk horizontal joints under lap siding.

11. Spot-glaze window sash as needed to correct any loose areas of glazing.

12. Prior to painting, wire brush all rusted nail heads and prime with metal primer per manufacturer’s recommendations.

3.3 MATERIALS PREPARATION

1. Mix and prepare painting materials in accordance with manufacturer’s instructions.

2. Maintain containers used in mixing of paint in a clean condition, free of foreign materials and residue.

3. Stir materials before application to produce a mixture of uniform density, and stir as required during application.

4. Do not stir surface film into material. Remove film and strain material before using.

3.4 APPLICATION



A. General:

1. Apply paint in accordance with manufacturer’s directions. Use applicators and techniques best suited for substrate and type of material being applied.

2. Apply additional coats when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance.

3. Give special attention to insure that surfaces such as edges, corners, crevices, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces.

4. Sand lightly between each succeeding coat.

5. Window panes to be cut in with crisp, professional lines and clean, 90 degree corners. After all painting is completed, clean glass free of drips, spatter, dirt, etc.

B. Scheduling painting:

1. Apply first-coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.

2. Allow sufficient time between successive coatings to permit proper drying.

3. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat.

C. Minimum coating thickness:

1. Apply each material at a spreading rate to establish the wet film and dry film thicknesses as recommended by the coating manufacturer.

D. Prime coats:

1. Apply prime coats of material which is required to be painted or finished and which have not been prime coated by others.

2. Recoat primed and sealed surfaces where there are suction spots or unsealed areas in first coat to assure a finish coat with no burn-through or other defects due to insufficient sealing.

E. Pigmented (opaque) finishes:

1. Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage.

2. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable.

F. Mil Thickness Verification

1. Contractor will periodically assist the Architect and paint manufacturer’s representative to spot-verify that mil thickness requirements are being met.

3.5 WINDOWS



A. Remove all caulk from around perimeter of window frame. Strip paint from brick

returns, and re-caulk with neat, recessed caulk joint. B. Remove all caulk from jamb and sill junction, and re-caulk with neat, flush caulk

joint.

C. Remove all loose or damaged glazing and spot-glaze with traditional linseed oil-based glazing compound.

D. Replace any broken panes of glass. E. Scrape all loose or peeling paint back to sound material. F. Sand all surfaces to promote adhesion of new paint. G. Remove and repair any rotted or deteriorated wood. H. Spot-prime all bare wood and repairs. I. Paint with two finish coats. See Section 09 91 13.

3.6 CLEAN-UP AND PROTECTION

A. Clean-up:

1. During process of work, remove from site discarded paint materials, rubbish, cans and rags at the end of each work day.

2. Maintain work area as neat and orderly as possible.

B. Protection:

1. Protect work of other trades whether to be painted or not, against damage by painting and finishing work.

2. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.

3. Provide “Wet Paint” signs as required to protect newly painted finishes. Remove temporary protection wrappings provided by others of their work after completion of painting operations.

4. At completion of work of other trades, touch-up and restore all damaged or defaced painted surfaces

END OF SECTION

Prevailing Wage Rates and Forms – Appendix 1

Zoar Village – Exterior Repairs 00 73 46b - 1 February 27, 2015

Appendix 1

Prevailing Wage Rates, Determination Letter, Threshold Levels, and Forms

A PDF version is available upon request. Contact the OHC Project Manager.

Prevailing Wage Rates and Forms – Appendix 1

Zoar Village – Exterior Repairs 00 73 46b - 2 February 27, 2015


Affidavit Of Compliance

PREVAILING WAGES

I, ______________________________________________________________________________ (Name of person signing affidavit) (Title)

do hereby certify that the wages paid to all employees of

_______________________________________________________________________________ (Company Name)

for all hours worked on the

______________________________________________________________________________ (Project name and location)

project, during the period from ___________________ to ___________________ are in (Project Dates)

compliance with prevailing wage requirements of Chapter 4115 of the Ohio Revised Code. I further

certify that no rebates or deductions have been or will be made, directly or indirectly, from any wages

paid in connection with this project, other than those provided by law.

___________________________________________________ (Signature of Officer or Agent)

Sworn to and subscribed in my presence this ___________________ day of ___________________,

20_______.

___________________________________________________ (Notary Public)

The above affidavit must be executed and sworn to by the officer or agent of the contractor or subcontractor who supervises the payment of employees. This affidavit must be submitted to the owner (public authority) before the surety is released or final payment due under the terms of the contract is made.

LAW1003

PW Rate Skilled LCN01-2014fbHvyHwy Page

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Prevailing Wage RateSkilled Crafts

Name of Union: Cement Mason Bricklayer Local 97 HevHwy A

Change # : LCN01-2014fbHvyHwy

Craft : Bricklayer Effective Date : 06/01/2014 Last Posted : 05/21/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.

Vac. Annuity Other LECET(*)

MISC(*)

Classification

CementMasonBricklayerSewerWaterTreatmentA

$28.33 $7.25 $4.12 $0.40 $0.00 $0.00 $0.00 $0.00 $0.00 $40.10 $54.26

Apprentice Percent

1st year 50.00 $14.16 $7.25 $4.12 $0.40 $0.00 $0.00 $0.00 $0.00 $0.00 $25.93 $33.02

2nd year 70.00 $19.83 $7.25 $4.12 $0.40 $0.00 $0.00 $0.00 $0.00 $0.00 $31.60 $41.52

3rd year 90.00 $25.50 $7.25 $4.12 $0.40 $0.00 $0.00 $0.00 $0.00 $0.00 $37.27 $50.02

Special Calculation Note : NOT FOR BUILDING CONSTRUCTION.

Ratio : Jurisdiction ( * denotes specialjurisdictional note ) :

3 Journeymen to 1 Apprentice6 Journeymen to 2 Apprentice9 Journeymen to 3 Apprentice12 Journeymen to 4 Apprentice15 Journeymen to 5 Apprentice

ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS,AUGLAIZE, BELMONT, BROWN, BUTLER,CARROLL, CHAMPAIGN, CLARK, CLERMONT,CLINTON, COLUMBIANA, COSHOCTON,CRAWFORD, CUYAHOGA, DARKE, DEFIANCE,DELAWARE, ERIE, FAIRFIELD, FAYETTE,FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE,GUERNSEY, HAMILTON, HANCOCK, HARDIN,HARRISON, HENRY, HIGHLAND, HOCKING,HOLMES, HURON, JACKSON, JEFFERSON, KNOX,LAKE, LAWRENCE, LICKING, LOGAN, LORAIN,LUCAS, MADISON, MAHONING, MARION, MEDINA,



MEIGS, MERCER, MIAMI, MONROE,MONTGOMERY, MORGAN, MORROW,MUSKINGUM, NOBLE, OTTAWA, PAULDING,PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE,PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO,SENECA, SHELBY, STARK, SUMMIT, TRUMBULL,TUSCARAWAS, UNION, VAN WERT, VINTON,WARREN, WASHINGTON, WAYNE

Special Jurisdictional Note :

Details :(A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site HeavyConstruction, Airport Construction Or Railroad Construction Work.(B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant,& Water Treatment Facilities, Construction.

PW Rate Skilled LCN01-2014fbLoc8 Page

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Name of Union: Bricklayer Local 8 Tile Finisher

Change # : LCN01-2014fbLoc8


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

BricklayerTileMarbleTerrazzoFinisher

$23.17 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $36.96 $48.55

ResilientflooringWoodLaminateCarpetCarpet TileFinisher

$13.34 $5.00 $7.23 $0.00 $0.00 $0.00 $0.26 $0.00 $0.00 $25.83 $32.50

NewEmployees

Percent

1st 30 days 59.89 $13.88 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $13.88 $20.81

2nd 30days thru 6

months

59.89 $13.88 $5.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $18.88 $25.81

2nd 6months

69.90 $16.20 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $29.99 $38.08

3rd 6months

74.93 $17.36 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $31.15 $39.83

4th 6months

79.88 $18.51 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $32.30 $41.55

5th 6months

84.88 $19.67 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $33.46 $43.29

6th 6months

89.88 $20.83 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $34.62 $45.03

7th 6months

94.88 $21.98 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $35.77 $46.77

8th 6 94.88 $21.98 $5.00 $7.85 $0.20 $0.00 $0.37 $0.37 $0.00 $0.00 $35.77 $46.77


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months

Special Calculation Note : Other $.40 is for International Masonry Training. Classification title contains"Bricklayer" because contract originates within the Bricklayer Local. Note that the classification description is clarified after the local union number at the top of the page.


Journeymen 4 to 1 Apprentice

Journeymen 6 to 1 Apprentice thereafter

ASHTABULA, CARROLL, COLUMBIANA,COSHOCTON, HARRISON, HOLMES, JEFFERSON,MAHONING, PORTAGE, STARK, TRUMBULL,TUSCARAWAS, WAYNE

Special Jurisdictional Note : Townships in Columbiana County are as follows: Salem, Perry, Fairfield,Center Elkrun, Middletown and Unity

Details :Mechanic's assistants shall do all the handling, of sand, cement, lime, tile, marble, terrazzo and other materials used bythe mechanics upon being delivered to the building or at the job. Hand rubbing, rolling, mixing, formulating, grinding,grouting, and cleaning of all marble, tile, mosaic, and terrazzo floors, and wainscoting, and such other work as isrequired in helping a mechanic as is the established custom of the trade. No limit to the tools, equipment or machineryused.


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Name of Union: Bricklayer Local 8 Zone 2 Tile Setters & Finishers



FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

Bricklayer TileSetter

$24.13 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $34.46 $46.53

Marble Mason $24.13 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $34.46 $46.53

Terrazzoworker

$24.13 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $34.46 $46.53

FinisherSupport

$21.55 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $31.85 $42.63

APPRENTICEFinisherSupport Only

1st 30 days $12.91 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $12.91 $19.37

30 days ro 6months

$12.91 $5.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $17.91 $24.37

2ND 6 months $15.06 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $25.36 $32.89

3RD 6 months $16.14 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $26.44 $34.51

4TH 6 months $17.22 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $27.52 $36.13

5TH 6 months $18.29 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $28.59 $37.74

6TH 6 months $19.37 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $29.67 $39.36

7TH 6 months $20.44 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $30.74 $40.96

8TH 6 months $20.44 $5.00 $4.78 $0.20 $0.00 $0.00 $0.32 $0.00 $0.00 $30.74 $40.96

Apprentice Percent

1st 30 Days 60.00 $14.48 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $14.48 $21.72

31st day thru1st 6 months

60.00 $14.48 $5.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $19.48 $26.72

2nd 6 months 70.00 $16.89 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $27.22 $35.67

3rd 6 months 75.00 $18.10 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $28.43 $37.48

4th 6 months 80.00 $19.30 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $29.63 $39.29

5th 6 months 85.00 $20.51 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $30.84 $41.10

6th 6 months 90.00 $21.72 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $32.05 $42.91

7th 6 months 95.00 $22.92 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $33.25 $44.72

8th 4 months 95.00 $22.92 $5.00 $4.78 $0.20 $0.00 $0.00 $0.35 $0.00 $0.00 $33.25 $44.72


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Special Calculation Note : Other $0.35 is for Internatioanl Masonry training. Classification title contains"Bricklayer" because contract originates within the Bricklayer Local. Note that the classification description is clarified after the local union number at the top of the page.


4 Journeymen to 1 Apprentice6 Journeymen to 1 Apprentice (Thereafter)

CARROLL, COLUMBIANA, COLUMBIANA*, STARK,TUSCARAWAS

Special Jurisdictional Note : Tile Setter Work for Townships of Butler, Hanover, Knox, and West inColumbiana County

Details :


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Name of Union: Cement Mason Bricklayer Local 97 HevHwy B



FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CementMasonBricklayerPowerPlantsTunnelsAmusementParks B

$29.32 $7.25 $4.12 $0.41 $0.00 $0.00 $0.00 $0.00 $0.00 $41.10 $55.76

Apprentice Percent

1st year 50.00 $14.66 $7.25 $4.12 $0.41 $0.00 $0.00 $0.00 $0.00 $0.00 $26.44 $33.77

2nd year 70.00 $20.52 $7.25 $4.12 $0.41 $0.00 $0.00 $0.00 $0.00 $0.00 $32.30 $42.57

3rd year 90.00 $26.39 $7.25 $4.12 $0.41 $0.00 $0.00 $0.00 $0.00 $0.00 $38.17 $51.36

Special Calculation Note : NOT FOR BUILDING CONSTRUCTION.


3 Journeymen to 1 Apprentice6 Journeymen to 2 Apprentice9 Journeymen to 2 Apprentice12 Journeymen to 4 Apprentice15 Journeymen to 5 Apprentice

ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS,AUGLAIZE, BELMONT, BROWN, BUTLER,CARROLL, CHAMPAIGN, CLARK, CLERMONT,CLINTON, COLUMBIANA, COSHOCTON,CRAWFORD, CUYAHOGA, DARKE, DEFIANCE,DELAWARE, ERIE, FAIRFIELD, FAYETTE,FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE,GUERNSEY, HAMILTON, HANCOCK, HARDIN,HARRISON, HENRY, HIGHLAND, HOCKING,HOLMES, HURON, JACKSON, JEFFERSON, KNOX,LAKE, LAWRENCE, LICKING, LOGAN, LORAIN,


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577070068E248?opendocument[2/27/2015 1:53:49 PM]

LUCAS, MADISON, MAHONING, MARION, MEDINA,MEIGS, MERCER, MIAMI, MONROE,MONTGOMERY, MORGAN, MORROW,MUSKINGUM, NOBLE, OTTAWA, PAULDING,PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE,PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO,SENECA, SHELBY, STARK, SUMMIT, TRUMBULL,TUSCARAWAS, UNION, VAN WERT, VINTON,WARREN, WASHINGTON, WAYNE


Details :(A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site HeavyConstruction, Airport Construction Or Railroad Construction Work.(B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant,& Water Treatment Facilities, Construction.


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852566060051CA54?opendocument[2/27/2015 1:49:13 PM]


Name of Union: Bricklayer Local 6



FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

Bricklayer $26.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $38.88 $52.21

PointerCaulkerCleaner

$26.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $38.88 $52.21

StoneMason

$26.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $38.88 $52.21

CementMason

$26.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $38.88 $52.21

Plaster $26.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $38.88 $52.21

Apprentice Percent

1st 4months

50.00 $13.33 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $25.55 $32.21

2nd 4months

55.00 $14.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $26.88 $34.21

3rd 4months is1st year

60.00 $16.00 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $28.22 $36.21

4th 4months

65.02 $17.33 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $29.55 $38.22

5th 4months

70.00 $18.66 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $30.88 $40.21

6th 4months is2nd year

75.00 $20.00 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $32.21 $42.21

24 through36 monthsis 3rd year

80.00 $21.33 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $33.55 $44.21

36 through48 monthsis 4th year

90.00 $23.99 $5.95 $5.72 $0.50 $0.00 $0.00 $0.05 $0.00 $0.00 $36.21 $48.21


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852566060051CA54?opendocument[2/27/2015 1:49:13 PM]

Special Calculation Note : OTHER IS DRUG TESTING


4 Journeymen to 1 Apprentice9 Journeymen to 1 Apprentice

CARROLL, STARK, TUSCARAWAS


Details :

PW Rate Skilled LCN01-2014fbLoc1871J Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852565F60070A0D1?opendocument[2/27/2015 1:50:21 PM]


Name of Union: Carpenter Millwright NE District J

Change # : LCN01-2014fbLoc1871J

Craft : Carpenter Effective Date : 07/30/2014 Last Posted : 07/30/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CarpenterMillwright

$25.21 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $39.94 $52.54

CertifiedWelder

$26.21 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $40.94 $54.04

Lay-OutMan onMonorail

$26.71 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $41.44 $54.79

Apprentice Percent

1st 6months

55.00 $13.87 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $28.60 $35.53

2nd 6months

58.50 $14.75 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $29.48 $36.85

3rd 6months

62.00 $15.63 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $30.36 $38.18

4th 6months

65.50 $16.51 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $31.24 $39.50

5th 6months

69.00 $17.39 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $32.12 $40.82

6th 6months

72.50 $18.28 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $33.01 $42.15

7th 6months

76.00 $19.16 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $33.89 $43.47

8th 6months

80.00 $20.17 $6.45 $6.16 $0.45 $0.00 $1.62 $0.05 $0.00 $0.00 $34.90 $44.98

Special Calculation Note : Other $0.05 is for United Way


3 Journeymen to 1 Apprentice CARROLL, STARK, TUSCARAWAS, WAYNE

PW Rate Skilled LCN01-2014fbLoc1871J Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852565F60070A0D1?opendocument[2/27/2015 1:50:21 PM]


Details :If certain projects warrant a larger percentage of apprentices, it will be agreed to increase the ratio of apprentices tojourneymen, but Not to exceed (1) Apprentice to (4) Journeymen.The following classifications will be paid at the amount above Journeyman Rate:Certified Welder $1.00Lay Out Man on Monorail $1.25

The term “Millwright and Machine Erectors’” jurisdiction shall mean the unloading, hoisting, rigging, skidding,moving, dismantling, aligning, erecting, assembling, repairing, maintenance and adjusting of all structures, processingareas either under cover, under ground or elsewhere, required to process material, handle, manufacture or service, be itpowered or receiving power manually, by steam, gas, electricity, gasoline, diesel, nuclear, solar, water, air orchemically, and in industries such as and including, which are identified for the purpose of description, but not limitedto, the following: woodworking plants; canning industries; steel mills; coffee roasting plants; paper and pulp;cellophane; stone crushing; gravel and sand washing and handling; refineries; grain storage and handling; asphaltplants; sewage disposal; water plants; laundries; bakeries; mixing plants; can, bottle and bag packing plants; textilemills; paint mills; breweries; milk processing plants; power plants; aluminum processing or manufacturing plants; andamusement and entertainment fields. The installation of mechanical equipment in atomic energy plants; installation ofreactors in power plants; installation of control rods and equipment in reactors; and installation of mechanicalequipment in rocket missile bases, launchers, launching gantry, floating bases, hydraulic escape doors and any and allcomponent parts thereto, either assembled, semi-assembled or disassembled. The installation of, but not limited to, thefollowing: setting-up of all engines, motors, generators, air compressors, fans, pumps, scales, hoppers, conveyors of alltypes, sizes and their supports; escalators; man lifts; moving sidewalks; hoists; dumb waiters; all types of feedingmachinery; amusement devices; mechanical pin setters and spotters in bowling alleys; refrigeration equipment; and theinstallation of all types of equipment necessary and required to process material either in the manufacturing orservicing. The handling and installation of pulleys, gears, sheaves, fly wheels, air and vacuum drives, worm drives andgear drives directly or indirectly coupled to motors, belts, chains, screws, legs, boots, guards, booth tanks, all binvalves, turn heads and indicators, shafting, bearings, cable sprockets, cutting all key seats in new and old work,troughs, chippers, filters, calendars, rolls, winders, rewinders, slitters, cutters, wrapping machines, blowers, forgingmachines, rams, hydraulic or otherwise, planing, extruder, ball, dust collectors, equipment in meat packing plants,splicing of ropes and cables. The laying-out, fabrication and installation of protection equipment including machineryguards, making and setting of templates for machinery, fabrication of bolts, nuts, pans, drilling of holes for anyequipment which the Millwrights install regardless of materials; all welding and burning regardless of type, fabricationof all lines, hose or tubing used in lubricating machinery installed by Millwrights; grinding, cleaning, servicing andany machine work necessary for any part of any equipment installed by the Millwrights; and the break-in and trial runof any equipment or machinery installed by the Millwrights. It is agreed the Millwrights shall use the layout tools andoptic equipment necessary to perform their work.

PW Rate Skilled LCN01-2014fbCarpNEStatewide Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577C90051DAF8?opendocument[2/27/2015 1:50:45 PM]


Name of Union: Carpenter NE District Industrial Dock & Door

Change # : LCN01-2014fbCarpNEStatewide


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

Carpenter $19.70 $5.05 $1.00 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $25.90 $35.75

Trainee Percent

1st Year 60.00 $11.82 $5.05 $1.00 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $18.02 $23.93

2nd Year 80.20 $15.80 $5.05 $1.00 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $22.00 $29.90

Special Calculation Note : No special calculations for this skilled craft wage rate are required at thistime.


1 Journeymen to 1 Trainee ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS,AUGLAIZE, BELMONT, BROWN, BUTLER,CARROLL, CHAMPAIGN, CLARK, CLERMONT,CLINTON, COLUMBIANA, COSHOCTON,CRAWFORD, CUYAHOGA, DARKE, DEFIANCE,DELAWARE, ERIE, FAIRFIELD, FAYETTE,FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE,GUERNSEY, HAMILTON, HANCOCK, HARDIN,HARRISON, HENRY, HIGHLAND, HOCKING,HOLMES, HURON, JACKSON, JEFFERSON, KNOX,LAKE, LAWRENCE, LICKING, LOGAN, LORAIN,LUCAS, MADISON, MAHONING, MARION, MEDINA,MEIGS, MERCER, MIAMI, MONROE,MONTGOMERY, MORGAN, MORROW,MUSKINGUM, NOBLE, OTTAWA, PAULDING,PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE,PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO,

PW Rate Skilled LCN01-2014fbCarpNEStatewide Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577C90051DAF8?opendocument[2/27/2015 1:50:45 PM]

SENECA, SHELBY, STARK, SUMMIT, TRUMBULL,TUSCARAWAS, UNION, VAN WERT, VINTON,WARREN, WASHINGTON, WAYNE, WILLIAMS,WOOD, WYANDOT

Special Jurisdictional Note : Industrial Dock and Door is the installation of overhead doors, roll updoors and dock leveling equipment

Details :10/27/10 New Contract jc

PW Rate Skilled LCN01-2014fbLocNEC Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256BA70043E453?opendocument[2/27/2015 1:51:09 PM]


Name of Union: Carpenter NE Insulation C

Change # : LCN01-2014fbLocNEC


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CarpenterInsulation

$20.40 $6.45 $6.43 $0.45 $0.00 $0.34 $0.00 $0.00 $0.00 $34.07 $44.27

Apprentice Percent

1st 3months

50.00 $10.20 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.20 $15.30

2nd 3months

50.00 $10.20 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $17.10 $22.20

2nd 6months

50.00 $10.20 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $17.10 $22.20

3rd 6months

55.00 $11.22 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $18.12 $23.73

4th 6months

60.00 $12.24 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $19.14 $25.26

5th 6months

70.00 $14.28 $6.45 $4.50 $0.45 $0.00 $0.24 $0.00 $0.00 $0.00 $25.92 $33.06

6th 6months

75.00 $15.30 $6.45 $4.82 $0.45 $0.00 $0.26 $0.00 $0.00 $0.00 $27.28 $34.93

7th 6months

80.00 $16.32 $6.45 $5.14 $0.45 $0.00 $0.27 $0.00 $0.00 $0.00 $28.63 $36.79

8th 6months

85.00 $17.34 $6.45 $5.47 $0.45 $0.00 $0.29 $0.00 $0.00 $0.00 $30.00 $38.67





PW Rate Skilled LCN01-2014fbLocNEC Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256BA70043E453?opendocument[2/27/2015 1:51:09 PM]

Details :

PW Rate Skilled LCN02-2014fbLoc1871O Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852565F70058627D?opendocument[2/27/2015 1:52:29 PM]


Name of Union: Carpenter Pile Driver NE District O

Change # : LCN02-2014fbLoc1871O


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CarpenterPile Driver

$25.01 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $39.69 $52.20

Diver $37.52 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $52.20 $70.96

CertifiedWelder

$26.06 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $40.74 $53.77

Apprentice Percent

1st 6months

55.00 $13.76 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $28.44 $35.31

2nd 6months

58.50 $14.63 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $29.31 $36.63

3rd 6months

62.00 $15.51 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $30.19 $37.94

4th 6months

65.50 $16.38 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $31.06 $39.25

5th 6months

69.00 $17.26 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $31.94 $40.57

6th 6months

72.50 $18.13 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $32.81 $41.88

7th 6months

76.00 $19.01 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $33.69 $43.19

8th 6months

80.00 $20.01 $6.45 $6.16 $0.45 $0.00 $1.62 $0.00 $0.00 $0.00 $34.69 $44.69



3 Journeymen to 1 Apprentice STARK, WAYNE, CARROLL, TUSCARAWAS

PW Rate Skilled LCN02-2014fbLoc1871O Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852565F70058627D?opendocument[2/27/2015 1:52:29 PM]


Details :If certain projects warrant a larger percentage of apprentices, it will be agreed to increase the ratio of apprentices tojourneymen, but Not to exceed (1) Apprentice to (2) Journeymen.Employees working with creosoted, chemically treated or toxic materials,shall receive $.50 above regular rate. PileDrivers duties shall include but not limited to: Pile driving, milling, fashioning, joining assembling, erecting, fastening,or dismantling of all material of wood, plastic, metal, fiber, cork and composition and all other substitute materials:pile driving, cutting, fitting and placing of lagging, and the handling, cleaning, erecting, installing and dismantling ofmachinery, equipment and erecting pre-engineered metal buildings. Pile Drivers work but not limited to: unloading,assembling, erection, repairs, operation, signaling, dismantling and reloading all equipment that is used for pile drivingincluding pule butts is defined as sheeting or scrap piling. Underwater work that may be required in connection withthe installation of piling. The driver and his tender work as a team and shall arrive at their own financial arrangementswith the contractor. Any configuration of wood, steel, concrete or composite that is jetted, driven or vibrated onto theground by conventional pile driving equipment for the purpose of supporting a future load that may be permanent ortemporary. The construction of all wharves and docks, including the fabrication and installation of floating docks.Driving bracing, plumbing, cutting off and capping of all piling whether wood, metal, pipe piling or composite,loading, unloading, erecting, framing, dismantling, moving and handling of pile driving equipment piling used in theconstruction and repair of all wharves, docks, piers, trestles, caissons, cofferdams and erection of all sea walls andbreakwaters. All underwater and marine work on bulkheads, wharves, docks, shipyards, caissons, piers, bridges,pipeline, work, viaducts, marine cable and trestles, as well as salvage and reclamation work where divers areemployed. Rate shall include carpenters, acoustic and ceiling installers, drywall installers, pile drivers and floorlayers.

PW Rate Skilled LCN01-2014fbLocNEdistCantonC Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256B580071B784?opendocument[2/27/2015 1:52:59 PM]


Name of Union: Carpenter & Floorlayer NE District C

Change # : LCN01-2014fbLocNEdistCantonC


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

Carpenter $25.50 $6.45 $6.43 $0.45 $0.00 $0.34 $0.00 $0.00 $0.00 $39.17 $51.92

Floorlayer $25.50 $6.45 $6.43 $0.47 $0.00 $0.34 $0.00 $0.00 $0.00 $39.19 $51.94

Apprentice Percent

1st 3Months

40.00 $10.20 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.20 $15.30

2nd 3Months

45.00 $11.48 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $18.37 $24.11

2nd 6Months is1st year

50.00 $12.75 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $19.65 $26.02

3rd 6Months

55.00 $14.03 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $20.92 $27.94

4th 6Months is2nd year

60.00 $15.30 $6.45 $0.00 $0.45 $0.00 $0.00 $0.00 $0.00 $0.00 $22.20 $29.85

5th 6Months

70.00 $17.85 $6.45 $4.50 $0.45 $0.00 $0.24 $0.00 $0.00 $0.00 $29.49 $38.42

6th 6Months is3rd year

75.01 $19.13 $6.45 $4.82 $0.45 $0.00 $0.26 $0.00 $0.00 $0.00 $31.11 $40.67

7th 6Months

80.00 $20.40 $6.45 $5.14 $0.45 $0.00 $0.27 $0.00 $0.00 $0.00 $32.71 $42.91

8th 6Months is4th year

85.00 $21.67 $6.45 $5.47 $0.45 $0.00 $0.29 $0.00 $0.00 $0.00 $34.34 $45.17

Special Calculation Note : Floorlayers Apprentice App. Tr. is $0.02 more an hour for a total of $0.47.


PW Rate Skilled LCN01-2014fbLocNEdistCantonC Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256B580071B784?opendocument[2/27/2015 1:52:59 PM]



Details :




Name of Union: Cement Mason Local 132 HvyHwy District III (B)


Craft : Cement Mason Effective Date : 05/21/2014 Last Posted : 05/21/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CementMason (B)

$26.24 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $41.33 $54.45

Apprentice Percent

1st Year 60.00 $15.74 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $30.83 $38.71

2nd Year 75.00 $19.68 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $34.77 $44.61

3rd Year 90.00 $23.62 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $38.71 $50.51

Special Calculation Note : Work performed in accordance with detail (A) please see Cement MasonHevHwy District 1 (A) wage sheet


2 Journeymen to 1 ApprenticeCompany Wide

ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE,BELMONT, CARROLL, CHAMPAIGN, CLARK,CLINTON, COSHOCTON, CRAWFORD, DARKE,DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN,GALLIA, GREENE, GUERNSEY, HARDIN,HARRISON, HOCKING, HOLMES, JACKSON,JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN,MADISON, MARION, MEIGS, MERCER, MIAMI,MONROE, MONTGOMERY, MORGAN, MORROW,MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE,PREBLE, RICHLAND, ROSS, SCIOTO, SHELBY,TUSCARAWAS, UNION, VAN WERT, VINTON,WASHINGTON, WAYNE, WYANDOT




Details :(A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site, HeavyConstruction, Airport Construction Or Railroad Construction Work.(B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant,& Water Treatment Facilities, Construction.


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256F2B0061B882?opendocument[2/27/2015 2:00:12 PM]


Name of Union: Cement Mason Local 132 HvyHwy District III (A)


Craft : Cement Mason Effective Date : 05/21/2014 Last Posted : 05/21/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CementMason (A)

$26.08 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $41.17 $54.21

Apprentice Percent

1st Year 60.00 $15.65 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $30.74 $38.56

2nd Year 75.00 $19.56 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $34.65 $44.43

3rd Year 90.00 $23.47 $6.94 $5.50 $0.55 $0.00 $2.10 $0.00 $0.00 $0.00 $38.56 $50.30

Special Calculation Note : Work performed in accordance with detail (B) please see Cement MasonHevHwy District 1 (B) wage sheet


2 Journeymen to 1 ApprenticeCompany Wide

ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE,BELMONT, CARROLL, CHAMPAIGN, CLARK,CLINTON, COSHOCTON, CRAWFORD, DARKE,DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN,GALLIA, GREENE, GUERNSEY, HARDIN,HARRISON, HOCKING, HOLMES, JACKSON,JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN,MADISON, MARION, MEIGS, MERCER, MIAMI,MONROE, MONTGOMERY, MORGAN, MORROW,MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE,PREBLE, RICHLAND, SCIOTO, SHELBY,TUSCARAWAS, UNION, VAN WERT, VINTON,WASHINGTON, WAYNE, WYANDOT



http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256F2B0061B882?opendocument[2/27/2015 2:00:12 PM]

Details :(A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site, HeavyConstruction, Airport Construction Or Railroad Construction Work.(B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant,& Water Treatment Facilities, Construction.

PW Rate Skilled LCN01-2012jcLoc109 Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256C860048125D?opendocument[2/27/2015 1:59:34 PM]


Name of Union: Cement Mason & Plasterer Local 109

Change # : LCN01-2012jcLoc109

Craft : Cement Effective Date : 01/19/2012 Last Posted : 01/19/2012BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

CementMason

$27.04 $6.05 $4.00 $0.00 $0.00 $3.50 $0.00 $0.00 $0.00 $40.59 $54.11

Plasterer $27.18 $6.25 $4.00 $0.35 $0.00 $3.25 $0.00 $0.00 $0.00 $41.03 $54.62

ApprenticeCementMason

Percent

1st year 60.00 $16.22 $6.05 $4.00 $0.00 $0.00 $3.50 $0.00 $0.00 $0.00 $29.77 $37.89

2nd year 75.00 $20.28 $6.05 $4.00 $0.00 $0.00 $3.50 $0.00 $0.00 $0.00 $33.83 $43.97

3rd year 90.00 $24.34 $6.05 $4.00 $0.00 $0.00 $3.50 $0.00 $0.00 $0.00 $37.89 $50.05

PlastererApprentice

1st year 60.17 $16.27 $6.25 $4.00 $0.35 $0.00 $3.25 $0.00 $0.00 $0.00 $30.12 $38.25

2nd year 70.25 $19.00 $6.25 $4.00 $0.35 $0.00 $3.25 $0.00 $0.00 $0.00 $32.85 $42.34

3rd year 80.32 $21.72 $6.25 $4.00 $0.35 $0.00 $3.25 $0.00 $0.00 $0.00 $35.57 $46.43

4th year 90.43 $24.45 $6.25 $4.00 $0.35 $0.00 $3.25 $0.00 $0.00 $0.00 $38.30 $50.53



1 Journeymen to 1 Apprentice5 Journeymen to 2 Apprentice

CARROLL, HOLMES, MEDINA, PORTAGE, STARK,SUMMIT, TUSCARAWAS, WAYNE


Details :Finishers when applying colorshake shall be paid an additional $2.00 per DAY.Swing Scaffolds up to 50 feet shall be paid $0.25 above the Journeymen rate.

PW Rate Skilled LCN01-2012jcLoc109 Page

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Swing Scaffolds over 50 feet shall be paid $0.35 above the Journeymen rate.

PW Rate Skilled LCN01-2012fbLoc603Com. Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577310054BE9C?opendocument[2/27/2015 1:57:05 PM]


Name of Union: Painter Local 603

Change # : LCN01-2012fbLoc603Com.

Craft : Drywall Finisher Effective Date : 06/06/2012 Last Posted : 06/06/2012BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

PainterDrywallFinisher

$20.10 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.10 $41.15

DrywallTaping

$20.10 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.10 $41.15

Taping andFinishingwithAutomaticTools

$20.45 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.45 $41.67

Apprentice Percent

1st 6months

40.00 $8.04 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $19.04 $23.06

2nd 6months

50.00 $10.05 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $21.05 $26.08

3rd 6months

60.00 $12.06 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $23.06 $29.09

4rd 6months

70.00 $14.07 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $25.07 $32.11

5th 6months

80.00 $16.08 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $27.08 $35.12

6th 6months

90.00 $18.09 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $29.09 $38.14

Special Calculation Note : Apprentice pay based on percentage of above appropriate classification.


1 Journeymen to 1 Apprentice CARROLL, COSHOCTON, HOLMES, STARK,TUSCARAWAS, WAYNE


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577310054BE9C?opendocument[2/27/2015 1:57:05 PM]


Details :Journeymen and apprentices using coal tar, vinyl's, epoxies or any product using hot or special thinner, shall be paid anadditional $0.50 per hour for (class 3) and an additional $.50 for (class 4) of each classification. This does not apply towater based epoxies.When concrete block is filled by spray application, Roller men shall be paid $0.25 per hour in addition to the Brushand Roll rate.Drywall Finisher: both wipe down man and finisher, when using Journeyman's own stilts or automatic tools add .80per hour worked to the classification above. Drywall Finishers: both wipe down man and taper/finisher, swing stage,ladder jack, or window jack add $.30 per hour worked to the above classification.


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257881004D5780?opendocument[2/27/2015 1:59:16 PM]


Name of Union: Glazier Local 1162


Craft : Glazier Effective Date : 05/01/2014 Last Posted : 04/30/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

Glazier $23.49 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $35.59 $47.34

Apprentice Percent

1st 6months

49.28 $11.58 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $23.68 $29.46

2nd 6months

54.23 $12.74 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $24.84 $31.21

3rd 6months

59.18 $13.90 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $26.00 $32.95

4th 6months

64.05 $15.05 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $27.15 $34.67

5th 6months

69.00 $16.21 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $28.31 $36.41

6th 6months

73.95 $17.37 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $29.47 $38.16

7th 6months

78.88 $18.53 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $30.63 $39.89

8th 6months

88.73 $20.84 $6.48 $5.07 $0.30 $0.00 $0.00 $0.25 $0.00 $0.00 $32.94 $43.36

Special Calculation Note : OTHER IS : Supplemental Unemployment Benefits


1 Journeyman to 1 Apprentice3 Journeymen to 1 Apprentice Thereafter

CARROLL, COSHOCTON, HOLMES, MEDINA,PORTAGE, STARK, SUMMIT, TUSCARAWAS,WAYNE




Details :Add $1.25 per hour for High Pay which is all work that requires the employee be supported by equipment which hangsor suspends from the roof of a building or structure including all repelling .

PW Rate Skilled LCN01-2014fbLocalHevHwy3 Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579C10069857F?opendocument[2/27/2015 1:58:53 PM]


Name of Union: Labor HevHwy 3

Change # : LCN01-2014fbLocalHevHwy3

Craft : Laborer Group 1 Effective Date : 05/01/2014 Last Posted : 04/30/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

LaborerGroup 1

$27.72 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $37.62 $51.48

Group 2 $27.89 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $37.79 $51.74

Group 3 $28.22 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $38.12 $52.23

Group 4 $28.67 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $38.57 $52.91

WatchPerson

$20.45 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $30.35 $40.57

Apprentice Percent

0-1000 hrs 60.00 $16.63 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $26.53 $34.85

1001-2000hrs

70.00 $19.40 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $29.30 $39.01

2001-3000hrs

80.00 $22.18 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $32.08 $43.16

3001-4000hrs

90.00 $24.95 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $34.85 $47.32

More than4000 hrs

100.00 $27.72 $6.40 $3.00 $0.40 $0.00 $0.00 $0.00 $0.10 $0.00 $37.62 $51.48

Special Calculation Note : Watchmen have no Apprentices


1 Journeymen to 1 Apprentice4 Journeymen to 1 Apprentice thereafter

ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE,BELMONT, BROWN, BUTLER, CARROLL,CHAMPAIGN, CLARK, CLERMONT, CLINTON,COLUMBIANA, COSHOCTON, CRAWFORD, DARKE,DEFIANCE, DELAWARE, FAIRFIELD, FAYETTE,FRANKLIN, FULTON, GALLIA, GREENE,GUERNSEY, HAMILTON, HANCOCK, HARDIN,

PW Rate Skilled LCN01-2014fbLocalHevHwy3 Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579C10069857F?opendocument[2/27/2015 1:58:53 PM]

HARRISON, HENRY, HIGHLAND, HOCKING,HOLMES, JACKSON, JEFFERSON, KNOX,LAWRENCE, LICKING, LOGAN, MADISON,MARION, MEIGS, MERCER, MIAMI, MONROE,MONTGOMERY, MORGAN, MORROW,MUSKINGUM, NOBLE, PAULDING, PERRY,PICKAWAY, PIKE, PREBLE, PUTNAM, RICHLAND,ROSS, SCIOTO, SENECA, SHELBY, TUSCARAWAS,UNION, VAN WERT, VINTON, WARREN,WASHINGTON, WAYNE, WILLIAMS, WYANDOT

Special Jurisdictional Note : Hod Carriers and Common Laborers - Heavy, Highway, Sewer,Waterworks, Utility, Airport, Railroad, Industrial and Building Site, Sewer Plant, Waste Water TreatmentFacilities Construction

Details :Group 1Laborer (Construction); Plant Laborer or Yardman, Right-of-way Laborer, Landscape Laborer, Highway LightingWorker, Signalization Worker (Swimming) Pool Construction Laborer, Utility Man, Bridge Man, Handyman, JointSetter, Flagperson, Carpenter Helper, Waterproofing Laborer, Slurry Seal, Seal Coating, Surface Treatment or RoadMix Laborer, Riprap Laborer & Grouter, Asphalt Laborer, Dump Man (batch trucks), Guardrail & Fence Installer,Mesh Handler & Placer, Concrete Curing Applicator, Scaffold Erector, Sign Installer, Hazardous Waste (level D),Diver Helper, Zone Person and Traffic Control.

Group 2Asphalt Raker, Screwman or Paver, Concrete Puddler, Kettle Man (pipeline), All Machine-Driven Tools (Gas,Electric, Air), Mason Tender, Brick Paver, Mortar Mixer, Skid Steer, Sheeting & Shoring Person, Surface GrinderPerson, Screedperson, Water Blast, Hand Held Wand, Power Buggy or Power Wheelbarrow, Paint Striper, Plasticfusing Machine Operator, Rodding Machine Operator, Pug Mill Operator, Operator of All Vacuum Devices Wet orDry, Handling of all Pumps 4 inches and under (gas, air or electric), Bottom Person, Welder Helper (pipeline),Concrete Saw Person, Cutting with Burning Torch, Pipe Layer, Hand Spiker (railroad), Underground Person (workingin sewer and waterline, cleaning, repairing and reconditioning). Tunnel Laborer (without air), Caisson, Cofferdam(below 25 feet deep), Air Track and Wagon Drill, Sandblaster Nozzle Person, Hazardous Waste (level B), LeadAbatement, Hazardous Waste (level C)

Group 3Blast and Powder Person, Muckers (with miners), Wrencher (mechanical joints & utility pipeline), Yarner, TopLander, Hazardous Waste (level A), Concrete Specialist, Curb Setter and Cutter, Concrete Crew in Tunnels. Utilitypipeline Tappers, Waterline, Caulker, Signal Person, Grade Checker

Group 4Miner, Welder, Gunnite Nozzle Person


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577310055A008?opendocument[2/27/2015 1:58:20 PM]


Name of Union: Labor Local 134 Building


Craft : Laborer Effective Date : 05/01/2014 Last Posted : 04/30/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

LaborerGroup 1

$22.53 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $32.38 $43.65

LaborerGroup 2

$22.93 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $32.78 $44.25

LaborerGroup 3

$23.46 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $33.31 $45.04

LaborerGroup 4

$23.88 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $33.73 $45.67

LaborerGroup 5

$13.25 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $23.10 $29.73

Apprentice Percent

0-1000 hrs 60.00 $13.52 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $23.37 $30.13

1001-2000hrs

70.00 $15.77 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $25.62 $33.51

2001-3000hrs

80.00 $18.02 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $27.87 $36.89

3001-4000hrs

90.00 $20.28 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $30.13 $40.27

4001 - Plus 100.00 $22.53 $6.40 $3.00 $0.35 $0.00 $0.00 $0.00 $0.10 $0.00 $32.38 $43.65



1 Journeymen to 1 Apprentice4Journeymen to 1 Apprentice

COSHOCTON, HOLMES, TUSCARAWAS



http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577310055A008?opendocument[2/27/2015 1:58:20 PM]

Details :Group 1Building and Construction Laborer, Signalman, Flagman, Tool Cribman, Carpenter Tenders, Finisher Tenders,Concrete Handler, Utility Construction Laborer, Guard Rail Erectors, Hazardous Waste Removal and Lead AbatementLevel D Personal Protective Equipment (PPE)

Group 2Bottom Men, Scaffold Builders, Tunnel Laborers, Pipe Layers, Air and Power Driven Tools, Burner on DemolitionWork, Swinging Scaffold, Mucker, Caisson Worker, Cofferdam Worker, Powder Men and Dynamite Blasters,Creosote Workers, Form Setter, Plasterer Tender, Hod Carrier, Laser Beam Set-up Man, All Confined Space Work,Furnaces, Pickel Tubs, Acid Pits, and Hazardous Waste Removal and Lead Abatement Level C Personal ProtectiveEquipment. (PPE)

Group 3Mason Tender, Mortar Mixer, Stonemason Tender, Skid Steer Loader, Hazardous Waste Removal and LeadAbatement Level B Personal Protection Equipment (PPE)

Group 4Laborers performing work pertaining to or in connection to repair of stoves, stacks, annealing process, soaking pits,coke batteries, boilers, power houses, chemical plants and ethanol plants (under National Maintenance Agreement)Gunnite Operator and Hazardous Waste Removal and Lead Abatement Level A Personal Protective Equipment (PPE)

Group 5 Watchman - Paid a weekly rate with overtime over forty (40) hours at time and one half (1-1/2) plus Health andWelfare, Pension, Training and Upgrading & LECET.

PW Rate Skilled CN01-2005Loc639D Page



Name of Union: Painter Local 639 (D) Sign

Change # : CN01-2005Loc639D

Craft : Painter Effective Date : 12/12/2005 Last Posted : 12/12/2005BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

PainterSignErector

$15.25 $3.65 $1.45 $0.10 $1.34 $0.00 $0.00 $21.79 $29.41

SignFabricator

$15.25 $3.65 $1.45 $0.10 $1.34 $0.00 $0.00 $21.79 $29.41

Serviceman $15.25 $3.65 $1.45 $0.10 $1.34 $0.00 $0.00 $21.79 $29.41

Apprentice Percent

0-6 Months 60.00 $9.15 $3.65 $1.45 $0.10 $0.94 $0.00 $0.00 $15.29 $19.87

6-12Months

65.00 $9.91 $3.65 $1.45 $0.10 $0.99 $0.00 $0.00 $16.10 $21.06

12-18Months

70.00 $10.67 $3.65 $1.45 $0.10 $1.04 $0.00 $0.00 $16.91 $22.25

18-24Months

75.00 $11.44 $3.65 $1.45 $0.10 $1.09 $0.00 $0.00 $17.73 $23.45

24-30Months

80.00 $12.20 $3.65 $1.45 $0.10 $1.14 $0.00 $0.00 $18.54 $24.64

30-36Months

85.00 $12.96 $3.65 $1.45 $0.10 $1.19 $0.00 $0.00 $19.35 $25.83

36-42Months

90.00 $13.73 $3.65 $1.45 $0.10 $1.24 $0.00 $0.00 $20.16 $27.03

42-48Months

95.00 $14.49 $3.65 $1.45 $0.10 $1.29 $0.00 $0.00 $20.98 $28.22

Special Calculation Note : Add .75 cents increase per hour for high pay over 40 feet.


3 Journeymen to 1 Apprentice CARROLL, COSHOCTON, HOLMES, KNOX, STARK,TUSCARAWAS, WAYNE

PW Rate Skilled CN01-2005Loc639D Page



Details :

PW Rate Skilled CN01-2006Loc639Cleve Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852570EB004E7A6F?opendocument[2/27/2015 1:56:08 PM]


Name of Union: Painter Local 639 (Cleveland Area) Sign

Change # : CN01-2006Loc639Cleve


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

PainterSign

$20.20 $3.13 $3.25 $0.20 $1.96 $0.00 $0.00 $28.74 $38.84

Apprentice Percent

1000 hrs 40.00 $8.08 $3.13 $3.25 $0.20 $1.07 $0.00 $0.00 $15.73 $19.77

2000 hrs 50.00 $10.10 $3.13 $3.25 $0.20 $1.22 $0.00 $0.00 $17.90 $22.95

3000 hrs 60.00 $12.12 $3.13 $3.25 $0.20 $1.37 $0.00 $0.00 $20.07 $26.13

4000 hrs 70.00 $14.14 $3.13 $3.25 $0.20 $1.51 $0.00 $0.00 $22.23 $29.30

5000 hrs 75.00 $15.15 $3.13 $3.25 $0.20 $1.59 $0.00 $0.00 $23.32 $30.89

6000 hrs 80.00 $16.16 $3.13 $3.25 $0.20 $1.66 $0.00 $0.00 $24.40 $32.48

7000 hrs 85.00 $17.17 $3.13 $3.25 $0.20 $1.74 $0.00 $0.00 $25.49 $34.07

8000 hrs 90.00 $18.18 $3.13 $3.25 $0.20 $1.81 $0.00 $0.00 $26.57 $35.66


Ratio : Jurisdiction ( * denotes specialjurisdictional note ) :ALLEN, ASHLAND, ASHTABULA, AUGLAIZE,BELMONT, CARROLL, CHAMPAIGN,COLUMBIANA, COSHOCTON, CRAWFORD,CUYAHOGA, DEFIANCE, ERIE, FULTON, GEAUGA,GUERNSEY, HANCOCK, HARDIN, HARRISON,HENRY, HOLMES, HURON, JEFFERSON, KNOX,LAKE, LOGAN, LORAIN, LUCAS, MAHONING,MARION, MEDINA, MERCER, MONROE, MORROW,NOBLE, OTTAWA, PAULDING, PIKE, PORTAGE,PUTNAM, RICHLAND, SANDUSKY, SENECA,SHELBY, STARK, SUMMIT, TRUMBULL,

PW Rate Skilled CN01-2006Loc639Cleve Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852570EB004E7A6F?opendocument[2/27/2015 1:56:08 PM]

TUSCARAWAS, VAN WERT, WASHINGTON,WAYNE, WILLIAMS, WOOD, WYANDOT


Details :

PW Rate Skilled LCN01-2012fbLoc603Ind. Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525773000702A8C?opendocument[2/27/2015 1:56:25 PM]


Name of Union: Painter Local 603 Industrial

Change # : LCN01-2012fbLoc603Ind.


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

PainterBrush Roll

$20.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.00 $41.00

Tanks &Spray Painter

$20.53 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.53 $41.80

Bridges,Towers,Poles, Stacks

$20.71 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.71 $42.07

Sandblasting,Metallizing& StructuralSteel

$20.71 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.71 $42.07

Apprentice Percent

1st 6 months 45.00 $9.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $20.00 $24.50

2nd 6months

50.00 $10.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $21.00 $26.00

3rd 6 months 55.00 $11.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $22.00 $27.50

4th 6 months 60.00 $12.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $23.00 $29.00

5th 6 months 65.00 $13.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $24.00 $30.50

6th 6 months 70.00 $14.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $25.00 $32.00

7th 6 months 75.00 $15.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $26.00 $33.50

8th 6 months 80.00 $16.00 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $27.00 $35.00





PW Rate Skilled LCN01-2012fbLoc603Ind. Page

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Details :Journeymen and apprentices using coal tar, vinyl's, epoxies or any product using hot or special thinner, shall be paid anadditional $0.50 per hour for (class 3) and an additional $.50 for (class 4) of each classification. This does not apply towater based epoxies.When concrete block is filled by spray application, Roller men shall be paid $0.25 per hour in addition to the Brushand Roll rate.Drywall Finisher: both wipe down man and finisher ($20.95) when using Journeyman's own stilts or automatic tools($21.45). Drywall Finisher w/Machines both wipe down man and finisher ($21.30) when using Journeyman's ownstilts or automatic tools ($21.80) Apprentice pay based on percentage of above appropriate classification.


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256D0900476A6B?opendocument[2/27/2015 1:56:43 PM]


Name of Union: Painter Local 603

Change # : LCN01-2012fbLoc603Com.


FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

PainterBrush Roll

$19.70 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $30.70 $40.55

WallcoveringInstaller

$19.80 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $30.80 $40.70

Spray GunOperator

$20.20 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $31.20 $41.30

Apprentice Percent

1st 6 months 45.00 $8.87 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $19.87 $24.30

2nd 6months

50.00 $9.85 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $20.85 $25.77

3rd 6 months 55.00 $10.84 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $21.83 $27.25

4th 6 months 60.00 $11.82 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $22.82 $28.73

5th 6 months 65.00 $12.81 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $23.80 $30.21

6th 6 months 70.00 $13.79 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $24.79 $31.69

7th 6 months 75.00 $14.77 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $25.77 $33.16

8th 6 months 80.00 $15.76 $4.96 $5.40 $0.19 $0.00 $0.45 $0.00 $0.00 $0.00 $26.76 $34.64





Details :Journeymen and apprentices using coal tar, vinyl's, epoxies or any product using hot or special thinner, shall be paid anadditional $0.50 per hour for (class 3) and an additional $.50 for (class 4) of each classification. This does not apply to


http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256D0900476A6B?opendocument[2/27/2015 1:56:43 PM]

water based epoxies.When concrete block is filled by spray application, Roller men shall be paid $0.25 per hour in addition to the Brushand Roll rate.Drywall Finisher: both wipe down man and finisher ($20.95) when using Journeyman's own stilts or automatic tools($21.45). Drywall Finisher w/Machines both wipe down man and finisher ($21.30) when using Journeyman's ownstilts or automatic tools ($21.80) Apprentice pay based on percentage of above appropriate classification.




Name of Union: Roofer Local 88


Craft : Roofer Effective Date : 06/04/2014 Last Posted : 06/04/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

Roofer $24.30 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $38.71 $50.86

HELPERS

1st yearHelper -500 1st 6months

$10.00 $2.25 $0.00 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $12.49 $17.49

1st yearHelper -500 w/12months

$12.15 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $26.56 $32.64

2nd yearHelper -w/12months

$13.61 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $28.02 $34.82

3rd yearHelper -w/12months

$15.07 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $29.48 $37.01

4th yearHelper -w/12months

$16.52 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $30.93 $39.19

5th yearHelper -w/12months

$17.88 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $32.29 $41.23

6th yearHelper

$19.44 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $33.85 $43.57

Apprentice Percent

1st 6months

w/500 hrs

50.00 $12.15 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $26.56 $32.64

2nd 6months

56.00 $13.61 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $28.02 $34.82



w/500 hrs

3rd 6months

w/500 hrs

62.00 $15.07 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $29.48 $37.01

4th 6months

w/500 hrs

68.00 $16.52 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $30.93 $39.20

5th 6months

w/500 hrs

74.00 $17.98 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $32.39 $41.38

6th 6months

w/500 hrs

80.00 $19.44 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $33.85 $43.57

7th 6months

w/500 hrs

86.00 $20.90 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $35.31 $45.76

8th 6months

w/500 hrs

92.00 $22.36 $8.10 $6.07 $0.12 $0.00 $0.00 $0.12 $0.00 $0.00 $36.77 $47.94

Special Calculation Note : Roofers working in any form of coal tar pitch, whether hot or cold, installingand/or removing will be paid $.25 more per hour. Other $0.12 is for C.I.D.B.


No helper shall be used on any one job unless 1Journeymen, and 1 Apprentices are working on said job.One (1) Journeymen to One (1) Apprentice to One (1)Helper

ASHLAND, CARROLL, COSHOCTON, CRAWFORD,HOLMES, HURON, LORAIN*, MEDINA, PORTAGE,RICHLAND, SENECA, STARK, SUMMIT,TUSCARAWAS, WAYNE

Special Jurisdictional Note : In Lorain County (South of the Turnpike)

Details :

PW Rate Skilled LCN01-2014fbLoc33Akron Page

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Name of Union: Sheet Metal Local 33 (Akron)

Change # : LCN01-2014fbLoc33Akron

Craft : Sheet Metal Worker Effective Date : 06/04/2014 Last Posted : 06/04/2014BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

SheetMetalWorker

$29.57 $6.86 $11.48 $1.15 $0.00 $3.30 $0.00 $0.00 $0.00 $52.36 $67.15

1styear

45.00 $13.31 $6.86 $2.84 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $23.01 $29.66

2ndyear

50.00 $14.79 $6.86 $3.91 $1.15 $0.00 $1.65 $0.00 $0.00 $0.00 $28.35 $35.75

3rdyear

55.00 $16.26 $6.86 $4.23 $1.15 $0.00 $1.65 $0.00 $0.00 $0.00 $30.15 $38.29

4thyear

65.00 $19.22 $6.86 $4.86 $1.15 $0.00 $1.65 $0.00 $0.00 $0.00 $33.74 $43.35

5thyear

80.00 $23.66 $6.86 $5.80 $1.15 $0.00 $1.65 $0.00 $0.00 $0.00 $39.12 $50.94



1 Journeymen to 1 Apprentice2 Journeymen to 1 Apprentice3 Journeymen to 2 Apprentice4 Journeymen to 2 Apprentice5-7 Journeymen to 3 Apprentice8-10 Journeymen to 4 Apprentice11-13 Journeymen to 5 Apprentice14, 15 Journeymen to 6 Apprenticeand maintaining a three to one apprentice ratio thereafter.

ASHLAND, CARROLL, COSHOCTON, CRAWFORD,HOLMES, MEDINA, PORTAGE, RICHLAND, STARK,SUMMIT, TUSCARAWAS, WAYNE

PW Rate Skilled LCN01-2014fbLoc33Akron Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525789400502B2B?opendocument[2/27/2015 1:55:12 PM]


Details :Scope of Work: This Agreement covers the rates of pay and conditions of employment of all employees of theEmployer engaged in, but not limited to, the a) manufacture, fabrication, assembling, handling, erection, installation,dismantling, conditioning, adjustment, alteration, repairing and servicing of all ferrous or non-ferrous metal work andall other materials used in lieu thereof and of all HVAC systems, air-veyor systems, exhaust systems, and air handlingsystems regardless of material used, including the setting of all equipment and all reinforcements in connectiontherewith; (b) all lagging over insulation and all duct-lining; (c) testing, servicing, and balancing of all air-handlingequipment and duct work; (d) the preparation of all shop and field sketches, whether manually drawn or computerassisted, used in fabrication and erection, including those taken from original architectural and engineering drawings orsketches, and (e) metal roofing; and (f) all other work included in the jurisdictional claims of Sheet Metal Worker'sInternational Association.

PW Rate Skilled CN01-2009Loc33(Akron)Deck Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256AEF006BD2EA?opendocument[2/27/2015 1:55:27 PM]


Name of Union: Sheet Metal Local 33 (Akron) Decking

Change # : CN01-2009Loc33(Akron)Deck

Craft : Sheet Metal Worker Effective Date : 09/24/2009 Last Posted : 09/24/2009BHR Fringe Benefit Payments Irrevocable

FundTotalPWR

OvertimeRate

H&W Pension AppTr.


MISC(*)

Classification

SheetMetalWorkerDecking& Siding

$20.06 $6.31 $6.35 $0.38 $0.00 $0.00 $0.98 $34.08 $44.11

Decking& SidingSpecialtyTrainees

Percent

1st 30days

64.25 $12.89 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $12.89 $19.33

2nd thru6th

months

64.25 $12.89 $6.31 $6.35 $0.00 $0.00 $0.00 $0.00 $25.55 $31.99

7th thru12th

months

64.28 $12.89 $6.31 $6.35 $0.38 $0.00 $0.00 $0.98 $26.91 $33.36

2nd year 78.56 $15.76 $6.31 $6.35 $0.38 $0.00 $0.00 $0.98 $29.78 $37.66



3 Journeymen To 1 Apprentice ASHLAND, CARROLL, COSHOCTON, CRAWFORD,HOLMES, MEDINA, PORTAGE, RICHLAND, STARK,SUMMIT, TUSCARAWAS, WAYNE


PW Rate Skilled CN01-2009Loc33(Akron)Deck Page

http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256AEF006BD2EA?opendocument[2/27/2015 1:55:27 PM]

Details :Work but not limited to:Exterior application of manufactured and/or job site fabricated metal decking, siding andexterior appurtenances thereto. The erection of pre-engineered metal buildings, pre-manufactured gas stations andappurtenances thereto. The installation of metal roofs and appurtenances. The erection and/or job site fabrication ofdraft or fire curtains and appurtenances thereto.