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17C-214 (26) Bpr,01m7K PROJECT MANUAL - Proiect: Hampshire County Courthouse Main Street Entrance Stairs & Repairs, Historic Preservation 99 Main Street Northampton, MA 01060 AWARDING AUTHORITY REPRESENTATIVE Hampshire Council of Governments Hampshire Council of Governments 99 Main St. Todd Ford Northampton MA 01060 Executive Director Tel:413-584-1300 x 120 IkinafrDhamoshlrecoo.orq �y ARCHITECT: Boston Bay Architects, Inc. 214 Lincoln Street Unit 305 Boston,MA 02134 TEL: 617-782-0255 FAX: 617-782-0277 www,infoBostoneavArch itects.corn L Architecture 214 Lincoln Street Unit 3111 Manning Boston,MA 02134 Interiors Tel 617/782/0255 Construction Fax 617/182/0277 Management htur://www/BostonBavArsbitecr8/46m Boston Bay Architects, Inc. January 5, 2015 Project RE-Bid N MN NM I N a MN MI - Ma M M a M MI a M . Ij N. MN PROJECT MANUAL - r Project: Hampshire County Courthouse Main Street Entrance Stairs & Repairs% Historic Preservation 99 Main Street Northampton, MA 01060 AWARDING AUTHORITY REPRESENTATIVE Hampshire Council of Governments Hampshire Council of Governments 99 Main St. Todd Ford r Northampton MA 01060 Executive Director Tel: 413-584-1300 x 120 IkinclAhampshirecoq.orq •' ARCHITECTS. Boston Bay Architects, Inc. 214 Lincoln Street Unit 305 Boston,MA 02134 TEL: 617-782-0255 FAX: 617-782-0277 r www.infoBostonBayArchitects.com r Architecture 214 Gncoln Street Lnit 305 Planning Boston,MA 02134 r Interiors Tel 617/782/0255 Construction Fax 617/782/0277 Management http//www.BostonBavArchitectscum Jib Boston Bay Architects, Inc. January 5, 2015 Project RE-Bid r r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r two TABLE OF CONTENTS INTRODUCTORY INFORMATION ow SECTION TITLE NO. OF PAGES 00001 Title Sheet For Project Manual 1 00010 Table of Contents 3 r 00011 List of Drawings 1 PART A—BIDDING DOCUMENTS: r' 00110 Advertisement 2 00111 Notice To Contractors 2 00300 Instructions To Bidders 7 r 00410 Form for General Bid 4 00420 Form for Sub Bid 3 00431 Bid Submittal Checklist 1 00433 Bid Bond (AIA Form A310) 1 us 00451 Company Information 1 00452 Affidavit of Compliance 1 00454 DCAM Form CQ3 9 r DCAM Form Col(not bound herewith) CONTRACT REQUIREMENTS 0. 00500 Contract for Construction Services and General 46 Conditions 00614 Performance Bond (AIA Form A311) 2 00615 Labor and Material Payment Bond (AIA Form 311) 2 Sub-Contractor's Performance and Payment Bond 1 Statement of State Tax Compliance 1 Statutory Provisions for MA Public Construction 2 �+ Insurance Requirements 1 Form of Contractor's Equal Employment Certification 1 MA Prevailing Wage Law 3 r MA Prevailing Wage Rates 39 as Boston Bay Architects, Inc. TABLE OF CONTENTS r Page 1 of 3 r J Hampshire Council of Governments di Hampshire County Courthouse Main Street Entrance Steps& Repairs I Y V DIVISION SECTION TITLE NO, OF PAGES , Division 1 01005 Existing Conditions 3 -1 01010 Summary of Work 8 el 01025 Unit Prices 2 01027 Application for Payment 5 01035 Contract Modification Procedures 5 01045 Cutting Patching and Coring 5 01090 References 4 01120 Alteration Project Procedures 4 01200 Project Meetings 3gill- 01300 Submittals 8 01400 Quality Control 5 01500 Construction Facilities and Temporary Controls 7 tig 01510 Protection 3 01520 Cleaning Up 2 --t 01600 Material and Equipment 4 01700 Contract Closeout 6 S 01720 Surveys and Record Drawings 1 4. PARTB— ii CONSTRUCTION PRODUCTS AND ACTIVITIES 1fi DIVISION SECTION TITLE NO. OF PAGES �' Division 2 02070 Selective Demolition 5f 02200 Earthwork 9 A 02920 Lawns and Grasses 5 .1 Division 3 03300 Cast-In-Place Concrete 15 ii Division 4 x 04010 Historic Masonry Restoration and Stone Restoration 14 S (Part of FSB 04510) 04860 Stone Veneer Assemblies (Part of FSB 04510) 4 oili Division 5 Not Used A Division 6 S 06100 Rough Carpentry 4 06200 Finish Carpentry 4 i Boston Bay Architects, Inc. TABLE OF CONTENTS Paget of W 4 w r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs r. Division 7 07010 Roofing and Flashing (combined with Sections 07220, 2 07510, 07600, 07900) Joint Sealers and Filler 07115 Vapor Barriers and Waterproofing 3 07510 Cold-Process Built-Up Roofing 10 07600 Flashing and Sheet Metal 7 e. 07900 Joint Sealers and Filler 9 Division 8 Not Used r Division 9 09900 Painting 7 +o Division 10 10200 Specialties 3 00 Division 11, 12, No work in these Sections 13, 14, 15, 16 r r r i r r r Boston Bay Architects, Inc. TABLE OF CONTENTS Page 3 of 3 "'II ? '1 —I rrl " "Al 'nil 'i & """I 'An Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs LIST OF CONTRACT DRAWINGS Prepared by Boston Bay Architects, Inc. CONTRACT DRAWINGS: Drawing Number Date Title T-1 January 5, 2015 COVER SHEET T-2 January 5, 2015 SYMBOLS,ABBREVIATIONS AND LIST OF DRAWINGS D-1.0 January 5, 2015 DEMOLITION, PARTIAL FIRST FLOOR&ROOF PLANS OF STAIR @ MAIN STREET D-1.1 January 5, 2015 STAIR ELEVATIONS & SECTION @ MAIN STREET r. ARCHITECTURAL A-1.5 January 5, 2015 EXISTING, PROPOSED FOUNDATION, FIRST FLOOR, ROOF &ROOF FRAMING PLANS. A-1.6 January 5, 2015 ELEVATIONS, SECTION & DETAILS @ MAIN STREET STAIR. a A-1.7 January 5, 2015 STAIRS & ROOF DETAILS. A-1.8 January 5. 2015 FOUNDATION ELEVATIONS, SECTIONS& REINFORCEMENT STRUCTURAL r S100 August 19, 2014 PARTIAL PLANS, NOTES AND SECTIONS. S300 August 19, 2014 PARTIAL PLANS. NOTES AND SECTIONS. r r r r r Boston Bay Architects, Inc. 00011-1 LIST OF CONTRACT DRAWINGS r r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs ✓ ✓ r r PART A r BIDDING REQUIREMENTS r r r r Architecture 214 Lincoln St. Unit 305 Planning Boston, MA 02134 Interiors Tel 617/782/0255 Boston Bay Architects, Inc. Construction Fax 6]7/]82/0277 Management r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs ADVERTISEMENT The Hampshire Council of Governments,the Awarding Authority, invites sealed bids from dieContractors for the Hampshire County Courthouse Main Street Entrance Steps&Repairs, Northampton MA 01060. All work shall be in accordance with the documents prepared by Boston Bay Architects, Inc. r The Project consists of Main Street Entrance Stairs and Repairs to Hampshire County Courthouse, 99 Main Street, Northampton, MA 01060. The work is estimated to cost$95,000.00. GENERAL BIDDERS must be certified by the Division of Capital Asset Man tent(DCAM)in the following category of work • General Construction r Bids are subject to M.G.L.c.149§44A-J and to minimum wage rates as required by M.G.L. c.149 §§26 to 2711 inclusive. General Bids will be received until 2:00PM on Thursday,January 29,2015 by the Awarding Authority in the Hampshire Council of Governments,99 Main St., Northampton MA 41060and at that time will be publicly opened,and read aloud. Filed Sub-Bids will be received until 2:00PM on Thursday, January 22,2015 by the Awarding Authority in the Hampshire Council of Governments,99 Main St. Northampton MA 01060 Filed Sub-Bids—Masonry s Filed Sub-Bids must be certified by the Division of Capital Asset Management. Mailed Bids should be sent to Hampshire Council of Governments Office,99 Main St., Northampton MA 01060, and received no later than the date and time specified above. General bids and Sub-Bids shall be accompanied by a bid deposit that is not less than five (5%)of n. the greatest possible bid amount(considering all alternates),and made payable to the Hampshire Council of Governments. r Bid Forms and Contract Documents will be available for pick-up at: Hampshire Council of Governments, 99 Main St.. Northampton MA 01060,after 2:00PM Wednesday,January 7,2015_and thereafter 9:30AM, to 3:30PM Monday through Friday, upon r deposit of a certified or cashier's check or money order in the amount of$100.00 per set, payable to the Hampshire Council of Governments. This deposit will be refunded for General Bidders upon return of the first set in good condition within thirty days of receipt of general bids. Otherwise the deposit shall be the property of the Owner.Additional sets may be purchased for$100_00 per set. r Bidders requesting Contract Documents to be mailed to them shall include a separate non- refundable check for$35.00 per set, payable to the Hampshire Council of Governments,to cover Boston Bay Architects, Inc. 00110-1 ADVERTISEMENT • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs mail-handling costs. This is a non-refundable cost. Send contract document request by email along with name, address, telephone and fax number to Ikin2(alhamnshirccoe.or2 ill A pre-bid meeting is scheduled for Wednesday,January 14, 2015, 2:00 PM at the Hampshire County Courthouse. Interested bidders are instructed to meet in the main lobby, 99 Main St., Northampton MA 01060. Immediately following the meeting, the job sites at the Hampshire County l+ Courthouse will be available for inspection, Any questions should be submitted at that time. For additional information call Mr. Ronald Alex, Boston Bay Architects, Inc. Tel 617/782/0255; Fax 617/782/0277. The Contract Documents may be seen, but not -3 removed at: W MHC/Joseph Merrit& Co. 17 Everberg Rd, Unit C Woburn, MA 01801 781-430-2008 - i Reed Construction Data Document Processing Center 30 Technology Parkway South, Suite 500 Norcross, GA 30092 203-426-0450 Project Dog +11 18 Graf Road Suite 8 Newburyport, MA 01950 978-499-9014 The Owner reserves the right to waive any and all informalities. The Owner also reserves the right l to reject any and all bids if it deems in its discretion to be in the public interest to do so.The Owner will require that the bidder list major subcontractors by name. The Owner reserves the right to reject any such subcontractors if it does not represent the sub-bid of a person competent to perform the work as specified within the Contract documents of portions thereof, according to the Owner's opinion in the best interest of the owner, Hampshire Council of Governments. it - i r Boston Bay Architects, Inc. 00110-2 ADVERTISEMENT ii ■ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs Section 00111 NOTICE TO CONTRACTORS A. Sealed Proposals submitted on a form furnished by the Owner and clearly identified as a Bid endorsed with the Name and address of the Bidder and the Project Title will be received from: an 1 Sub-Bidders before Thursday, January 22, 2015, 2:00 PM General Bidders before Thursday, January 29, 2015, 2:00 PM 2. Pre- Bid Conference Wednesday, January 14, 2015, 2:00PM Location: Hampshire County Courthouse 99 Main St., Northampton MA 01060 B. For: Owner/Awarding Authority- Hampshire Council of Governments Representative Todd Ford, Executive Director C. Completion: The work shall be completed as follows: r The work shall be completed by July 8, 2015. D. Description: Main Street Entrance Stairs and Repairs +• Project: Hampshire County Courthouse, Main Street Entrance Stairs& Repairs E. Sub- Trades: Masonry As required by M.G.L. 149, Section 44D, every General Bid shall be accompanied by a r Certificate of Eligibility issued by the Deputy Commissioner of the Division of Capital Asset Management(DCAM)showing that the bidder has the classification and capacity rating to perform the Work required. An updated statement shall also accompany the bid on the Form prescribed by the Deputy Commissioner summarizing the Bidder's record between the latest DCAM certification and the Bid Opening Date specified above. Any General Bid submitted without the appropriate Certificate and Update shall be invalid. a G. Bids must be received no later than 2:00PM on the appropriate date specified in Section A above at the following address: Location: Hampshire County Courthouse 99 Main St., Northampton MA 01060 and shall immediately be publicly opened and read aloud. Any Bid received after the time and date specified will not be considered. H. Each General Bid Proposal must be secured by an accompanying deposit of 5 percent of the Total Bid. Deposits shall be in the form of a Bid Bond, Cash, Certified Check, Treasurer's or Cashier's Check, payable to Hampshire tie Council of Governments. r Boston Bay Architects, Inc. 00111-1 NOTICE TO CONTRACTORS Hampshire Council of Governments ai Hampshire County Courthouse Main Street Entrance Steps&Repairs All Bids for this Project are subject to the provisions of either or both MGL Chapter 30. Section 39M as amended and MGL Chapter 149, Sections 44A-44J inclusive as amended. J. Wages are subject to minimum wage rates per MGL Chapter 149, Sections 26- 27F inclusive. K. The Owner reserves the right to waive any informalities in, or to reject any and all r Bids if it be in the public interest to do so, L. The Bidding Document may be obtained or examined at the Hampshire Council W of Governments Business Office. A $100.00 refundable deposit is required. $35.00 non- refundable mailing fee is requested in the form of Treasurer's check or Money Order for mailing construction documents. Send contract document request by email, along with name, address, • telephone and fax number to IkingQ)hampshirec0_org M. The Contract Documents may be examined at the plan room of MHC/Joseph +i Merrit& Co., 17 Everberg Rd Unit C, Woburn, MA 01801 (781-430-2008); Project Dog 18 Graf Road, Suite#8, Newburyport, MA 01950 (978-499-9014); and Reed Construction Market Data 30 Technology Parkway South, Suite 500 Norcross, GA 30092 (203-426-0450. 'S N. All Bids submitted and opened must remain fixed and in force, as submitted, for sixty (60)days, (Saturdays, Sundays and legal holidays excluded) following the yj opening of General Bids or until such later time as may be required by law. END OF SECTION ii i r i r Boston Bay Architects, Inc. 00111-2 NOTICE TO CONTRACTORS ✓ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r DOCUMENT 00300 INSTRUCTIONS TO BIDDERS 1.01 DESCRIPTION A. The following forms shall be used during the Bidding Process and shall be made a part of the Contract. 1. General Bid Form. 2. Sub-Bid Form B. General: 1. Reference to General Laws: Wherever in the Proposal Contract, Plans, Drawings. or Specifications, reference is made to General Laws, it shall be construed to include all amendments thereto effective as of the date of issue of Notice to Contractors on the proposed work. r 2. Fair Competition: a. Bids for the work are subject to the provisions of General Laws, Chapter 149, NS Sections 44A-44J inclusive, as amended, requiring fair competition for Bidders on the Construction, reconstruction, alteration, remodeling, or repair of certain public works. ✓ b. If a Contract for the Work is awarded it will be determined in accordance with the provisions of said Sections 44A-44J inclusive, as amended. ✓� 3. Addenda and Interpretations: a. All questions by prospective bidders as to the interpretation of Notice to Contractors, the form of Proposal, the form of Contract, Drawings, Plans, Specifications, the form of Performance Bond, and Labor and Materials or Payment Bond must be submitted in writing Boston Bay Architects, Inc. and must be in their possession at least ten (10)days before the date herein set r for receipt of General Bids. b. The Architect will then mail, by certified mail with return receipt requested, to r Bidders who have taken out plans, at the addresses given by them, not less than five (5) days before said date, interpretations of all questions so raised which, in its opinion, require interpretation. ✓ c. Oral interpretations given to prospective Bidders will have no standing. 4. Rejection of Bids: ✓ a.The Owner reserves the right to reject any and all Bids if it is in the public interest to do so, and to waive informalities. r Boston Bay Architects, Inc. 00300-1 INSTRUCTIONS TO BIDDERS r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 1 5. DCAM Certification a. As required by MGL 149, Section 44D, every General Bid and every Sub-Bid *a shall be accompanied by a Certificate of Eligibility issued by the Commissioner of the Division of Capital Asset Management(DCAM) showing that the Bidder or Sub-Bidder has the classification and capacity to perform the Work required. ay b. The Bid shall also be accompanied by an Update Statement on the form prescribed by the Commissioner. Any General Bid or Sub-Bid submitted without the appropriate Certificate and Update Statement shall be invalid. W 6. TAXES: a. Owner is exempt from payment of the Massachusetts Sales Tax. b. The Contractor will be provided a Certificate of Exemption Number at the pre-construction conference. i C. Securing Plans and Specifications: 1. Source a. Contractors desiring to bid on Work may obtain Plans and Specifications at the Awarding Authority's office. b. A personal, certified, cashier's, or treasurers check, payable to the Owner in the amount stated in the Notice to Contractors, must be paid in advance to obtain a set of the Plans and Specifications. c. Bidders requesting plans and Specifications be mailed to them shall include S a non-refundable treasurers or cashier's check in the amount of$35.00 for each set, payable to the Owner to cover mailing and handling costs. d. Owner assumes no responsibility for the delivery or receipt of documents. + 2. Refund:All Contract Documents must be returned within good condition to the ay Owner thirty(30) days after opening of the Bids to obtain refund of the deposit. NIA 3. Pre-Examination of the Documents-Site Inspection: a. The Plans and Specifications may be examined at those places indicated in S the Notice to Contractors. b. Site Inspection of the existing building may be arranged by contacting the I Owner. , 0 Boston Bay Architects, Inc. 00300-2 INSTRUCTIONS TO BIDDERS r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs r D. Proposals: 1. Bid Form: a. To receive consideration, all Bid Proposals shall be made in writing upon the form identical to the General Bid Form or Sub-Bid Form (samples of which are attached), with all items properly filled out, giving prices for Work proposed, with numbers stated both in words and in figures; shall be signed in longhand by the Bidder; and shall give the Bidder's business address. r b. The completed forms must be without alterations or erasures. c. The Bid Forms attached hereto are for information only and are not to be r detached, filled in or executed. d. Copies of forms for submission may be obtained from the Owner. r 2. Bid Deposit: a. The Bid Form and the Sub-Bid Form shall be accompanied by a Bid Deposit r in the form of a Bid Bond similar to AIA document A310, or cash; or a certified check; or a treasurer's or cashier's check issued by a responsible bank or trust company, payable to the Owner in the amount of five (5%) percent of the Total Bid Amount. b. No other form of bid security will be accepted. c. This Bid Deposit is given as a guaranty that the Bidder will enter into a Contract, if awarded the Work. 3. Bid Deposit Forfeiture: a. In case of refusal or failure to enter into the proposed Contract or Sub- Contract and furnish required Bonds as stated in the Bid, the Bidder shall r forfeit the Bid Deposit and the amount shall become the property of the Owner as liquidated damages; provided that the amount of the Bid Deposit subject to forfeiture shall not, in any event, exceed the difference between the Bidder's price and the Bid Price of the next lowest responsible and as eligible Bidder. b. However, in case of death, disability, bona fide clerical or mechanical error of r a substantial nature or other similar unforeseen circumstance affecting the Bidder, this Bid Deposit shall be returned to the Bidder. 4. Bid Deposit refund: r a. All Bid Deposits of General Bidders, except of the three lowest responsible and eligible General Bidders, shall be returned within thirty(30)days, Saturdays, Sundays, and legal holidays excluded, after the opening of the General Bids. Boston Bay Architects, Inc. 00300-3 INSTRUCTIONS TO BIDDERS r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs •.3 b. The Bid Deposits of the three lowest responsible and eligible General Bidders shall be returned upon the execution and delivery of the General Contract or, if no award is made, then at the expiration of thirty (30)days, I Saturdays, Sundays, and legal holidays excluded, after the opening of General Bids, unless forfeited by failure to sign the Contract as covered in -q D.3 above.). ■5 5. Pre-Bid Preparation: Before submitting a bid, the Bidder should visit the Site of the proposed Work to become fully acquainted with all existing conditions. facilities, difficulties and restrictions; thoroughly examine and be familiar with the W Specifications and drawings; and include in the Bid a sum to cover the cost of all items included in the Contract. 6. Bid Understanding: By submitting a Bid, the Bidder agrees and assures that the S Drawings and the Specifications have been examined; that the Drawings and Specifications are adequate; and that the required results can be produced under the Drawings and the Specifications. 7. Sample Inspection: a. The Bidder shall provide the Architect all possible facilities for examining and I obtaining samples of the quality of materials proposed to be furnished as specified in the Bid Proposal. Y b. The materials furnished under the Contract shall equal in quality the samples submitted to and approved by the Architect. } 8. Bid Delivery: I a. The General Bidder and Sub-Bidders shall enclose the Bid or the Sub-Bid in a sealed envelope bearing the title of the Work and the Name of the Bidder r or the Sub-Bidder. b. The sealed envelope will be received by the Owner until the time specified in the Notice to Contractor. c. It is the sole responsibility of the Bidders to see that the Bids are received in proper time. U d. Any Bid received after the scheduled closing time for the receipt of Bids shall be returned to the Bidder unopened. 9. Withdrawal of Bid: a. Any bid may be withdrawn prior to the time designated for receipt of bids on written or telegraphic request. Telegraphic withdrawal of bids must be confirmed over the signature of the Bidders by written notice postmarked on or before the date and time set for receipt of bids. b. Withdrawn bids may be resubmitted up to the time designated for the receipt of bids. W Boston Bay Architects, Inc. 00300-4 INSTRUCTIONS TO BIDDERS y Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs r c. Bids submitted and opened must remain fixed and in force for thirty(30) days, Saturdays, Sundays and legal holidays excluded, following the opening of General Bids or until such later time as may be required by law. i d. No bid of the three lowest General Bids shall be withdrawn within thirty(30) days, Saturdays, Sundays, and legal holidays excepted, after the opening of the Bids. 10. Addenda Covered in Bids: Any addenda forming a part of the Drawings, Plans or Specifications, or issued before the opening of Bids, shall be covered in the Bid r and shall be a part of the Contract. E. BONDS 1. Performance Bonds: r a. The successful General Bidder shall furnish with the executed Contract a Performance Bond in the sum of One Hundred (100%) percent of the Total Contract Price. b. The Performance Bond shall be executed in the form attached to the General Conditions. u 2. Payment Bond: a. The successful General Bidder shall furnish with the executed Contract, Labor and Materials or Payment Bond in the sum of One Hundred (100%) percent of the Total Contract Price. b. The Payment Bond shall be executed in the form attached to the General Conditions. 3 Power of Attorney Certification: S a. Attorneys-in-fact who sign Contract Bonds must file with each Performance Bond and Payment Bond a certified copy of their power of attorney to sign said bonds. 4. Bond Premium Payment: The premiums for the Performance Bond and the Payment Bond shall be paid by the General Contractor and shall be included in the Contract Price. F. AWARD OF CONTRACT s I. Within thirty(30) days, Saturdays, Sundays and legal holidays excluded, following the receipt of bids, the Contract will be awarded to a Bidder complying with the conditions of these Specifications and the instructions contained in the Contract JD Documents. S Boston Bay Architects, Inc. 00300-5 INSTRUCTIONS TO BIDDERS S r Hampshire Council of Governments Mb Hampshire County Courthouse Main Street Entrance Steps&Repairs 2. The Hampshire Council of Governments, (Awarding Authority) shall have the right to reject any and all bids. 3. The Awarding Authority reserves the right to waive any informality in or to reject Y any or all general bids if it were in the public interest to do so. 4. The award of the Contract is subject to the approval of and not valid until signed by the appropriate Awarding Authority's representatives. 5. The Hampshire Council of Governments notifies Contractors that the start of construction work for this project is to commence April 15, 2015, subject to Town closings or for inclement weather(snow days). The Hampshire County Courthouse Main Street Entrance Steps will not be available for construction until April15, 2015. rl END OF SECTION taiS W S r fi Boston Bay Architects, Inc. 00300-6 INSTRUCTIONS TO BIDDERS r MO Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs i FORM FOR GENERAL BID Y TO: Executive Director Hampshire Council of Governments 99 Main St„ Northampton MA 01060 as A. The Undersigned, hereby propose to furnish all labor and materials, required for the Project: Hampshire County Courthouse, Main Street Entrance Steps & Repairs, 99 Main St., Northampton MA 01060 i all in accordance with the accompanying plans and specifications prepared by Boston Bay Architects, Inc. for the contract price specified below, subject to additions and deductions i according to the terms of the specifications. B. This bid includes addenda number(s)i i C. The proposed Contract Price is: i (Bid Amount in Words) Dollars $ _ ` (Bid Amount in Numbers) For Alternates: No. One Add $ Subtract $ No.Two $ $ SR No.Three $ $ No. $_ $ No. $ $ P (Each alternate shall be listed separately) D. The subdivision of the proposed Contract Price is as follows: sir ITEM 1. The work of the General Contractor, being ail work other than that covered by ITEM 2. i TOTAL OF ITEM 1 $ i (Continued) i Boston Bay Architects. Inc. 00410-1 FORM FOR GENERAL BID i r Hampshire Council of Governments S Hampshire County Courthouse Main Street Entrance Steps 8 Repairs ITEM 2. Sub-bids as follows: Sub-Trade Name of Sub-Bidder Amount Bonds Required Indicate by Yes S or No Y TOTAL OF ITEM 2 $ The undersigned agrees that each of the above named sub-bidders will be used for the elk work indicated at the amount stated, unless a substitution is made. The undersigned further agrees to pay the premiums for the Performance and Payment Bonds furnished by Sub- Bidders as requested herein and that all of the cost of all such premiums is included in the amount set forth in Item I of this bid. E. The undersigned agrees that if selected as General Contractor, he will within five days, Saturdays, Sundays, and legal holidays excluded, after presentation thereof by the Awarding Authority, execute a Contract in accordance with the terms of this bid and furnish a Performance Bond and also a Labor and Materials or Payment Bond, each of a surety company qualified to do business under the laws of the Commonwealth and satisfactory to the Awarding Authority and each in the sum of the contract price, the premiums for which are to be paid by the General Contractor and are included in the Contract price; provided, however, that if there is more than 1 surety company, the surety companies shall be jointly r and severally liable. The undersigned hereby certifies that he is able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work; that all employees to be employed at the worksite will have successfully completed a course in construction safety and health approved by OSHA that is at least 10 hours in duration at the time the employee begins work and who shall furnish documentation of successful completion of such course with the first certified payroll report for each employee; and that he will comply fully with all laws and regulations applicable to awards made subject to section Forty-four A of Chapter 149. The undersigned further certifies under the penalties of perjury that this bid is in all respects bona fide, fair and made without collusion or fraud with any other person. As used in this subsection the word "person" shall mean natural person, joint venture, partnership, corporation or other business or legal entity. The undersigned further certifies under penalty of perjury that the said undersigned is not presently debarred from doing public construction S Boston Bay Architects, Inc. 00410-2 FORM FOR GENERAL BID I r • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs work in the Commonwealth under the provisions of section Twenty-nine F of chapter Twenty- nine, or any other applicable debarment provisions of any other chapter of the General Laws or any rule or regulation promulgated thereunder. r Non-Collusion Certificate: The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person"shall mean any natural person, business, partnership, corporation, union, committee, club, or other organization, entity, or group of individuals. r Name of General Bidder) Signature BY: o (Signature &Title of person signing bid) r (Business Address) Date: (City, State, and Zip Code) Certifications: ✓ I, certify that I am the of the corporation named as Contractor herein; that , who signed this Contract on behalf of the Contractor, was then of said corporation; that said Contract was duly signed for and in behalf of said Corporation, by authority of its governing body, and is within the scope of its Corporate powers. • (Affix Corporate Seal) r (continued) r Boston Bay Architects, Inc. 00410-3 FORM FOR GENERAL BID Hampshire Council of Governments Y Hampshire County Courthouse Main Street Entrance Steps& Repairs NON-COLLUSIVE AFFIDAVIT OF GENERAL BIDDER State of ) SS. Country of being first duly sworn, deposes and says that: 1. Affiant is (an Officer) of the Bidder that has submitted the attached bid. 2. Affiant is fully informed respecting the preparation and content of the attached bid S and of all pertinent circumstances respecting such bid. 3. Such bid is genuine and is not a collusive or sham bid. y a S Boston Bay Architects, Inc 00410-4 FORM FOR GENERAL BID W r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs FORM FOR SUB-BID i To All General Bidders Except those Excluded: A. The undersigned proposes to furnish all labor and materials required for completing in accordance with the hereinafter described plans, specifications and addenda, all the work specified for Trade: as specified under the following Section(s) of the Contract Documents, specifications and in any Drawings specified under such Sections, prepared by Boston Bay Architects, Inc., 214 Lincoln St. Unit 305, Boston, MA 02134 for the Project: Hampshire County Courthouse, Main Street Entrance Steps & Repairs, 99 Main r Street, Northampton, MA 01060 for the Contract Sum of dollars ($ For Alternates: Alternate One Add $ Subtract $ .. Alternate Two Add $ Subtract $ Alternate Three Add $ Subtract $ ' (Each alternate shall be listed separately) B. This bid includes Addenda numbered r C. This sub-bid: [] may be used by any general bidder except: [j may only be used by the following sub-bidders: (To exclude general bidders, insert"X" in one box only and fill in blank following that box. Do not answer C if no general bidders are excluded.) D. The undersigned agrees if selected as sub-bidder, he/she will within five days, Saturdays, ✓ Sundays, and legal holidays excluded, after presentation of a subcontract by the general bidder selected as the General Contractor, execute with such general bidder a subcontract in accordance with the terms of this sub-bid and contingent upon the execution of the general contract, and, if requested so to do in the general bid by such general bidder, who shall pay the premiums img therefore, furnish a performance and payment bond of a surety company qualified to do business under the laws of the Commonwealth and satisfactory to the Awarding Authority, in the full sum of the subcontract price. E s (continued) Boston Bay Architects, Inc. 00420 Form for Sub-Bid Page 1 of 3 r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs E. The names of all persons, firms and corporations furnishing to the undersigned labor or labor and materials for the class or classes or part thereof of work for which the provisions of the section of the specifications for this sub-trade require a listing in this paragraph, including the Ai undersigned if customarily furnished by persons on his own payroll and in the absence of a contrary provision in the specification, the name of each such class of work or part thereto and the bid price for such class of work or part Thereof are: Name Class of Work Bid Price [Do not give bid price for any class or part thereof furnished by undersigned] F. The undersigned agrees that the above list of bids to the undersigned represents bona fide bids based on the hereinbefore described plans, specifications and addenda and that, if the undersigned is awarded the contract, they will be used for the work indicated at the amounts stated, if satisfactory to the awarding authority. G. The undersigned further agrees to be bound to the general contractor by the terms of the hereinbefore described plans, specifications, including all general conditions stated therein, anddi addenda, and to assume toward him all the obligations and responsibilities that he/she, by those documents, assumes toward the owner. H. The undersigned offers the following information as evidence of his/her qualifications to perform the work as bid upon according to all the requirements of the plans and specifications: 1. Have been in business under present business name for years. 2. Ever failed to complete any work awarded? W 3. List one or more recent buildings with names of general contractor and architect on which you served as subcontractor for work of similar character as required for the above-named building. General Amount Building Architect Contractor Of Contract (a ) ri ( b ) (c) 4. Bank Reference: so (continued) 3 Boston Bay Architects, Inc. 00420 Form for Sub-Bid Paget of ail Hampshire Council of Governments Hampshire County Courthouse r Main Street Entrance Steps& Repairs I. The undersigned hereby certifies that s/he is able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work; that all employees to be employed at the worksite will have successfully completed a course in construction safety and health approved +r by OSHA that is at least 10 hours in duration at the time the employer begins work and who shall furnish documentation of successful completion of such course; and that he/she will comply fully with all laws and regulations applicable to awards of subcontractors subject to section 44 F. As required r by M.G.L. c., 62C, S49A, the undersigned certifies under the penalties of perjury that the bidder has compiled with all laws of the Commonwealth relating to taxes. The undersigned further certifies under penalty of perjury that this sub-bid is in all respects bona fide, fair, and made without collusion or fraud with any other person. As used in this subsection the work"person" shall mean any natural person, •IMO joint venture, partnership, corporation or other business or legal entity. 1. The undersigned further certifies under penalty of perjury that the said undersigned is not presently r debarred from doing public construction work in the Commonwealth under the provisions of Sec. 29 F of Chapter 29, or any other applicable debarment provision of any other chapter of the General Laws or any rule or regulation promulgated thereunder. '•• Date (name of Sub-bidder) By (Title& Name of Person Signing Bid) r (Business Address) (City and State) (Business Telephone Number) Corporate Seal Note: If the bidder is a corporation, indicate state of incorporation under signature and affix corporate seal; if partnership, give full names and residential address of all partners; and if an individual give residential ► address if different from business address. Boston Bay Architects, Inc. 00420 Form for Sub-Bid Page 3 of 3 r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r SECTION 00431 BID SUBMITTAL CHECKLIST 1.1 GENERAL REQUIREMENTS A. This Checklist is a guide to Bidders in the assembly of their bid submittal. Each Bidder shall include the following attachments. Bids submitted without all of the a following items shall be considered incomplete and are subject to rejection. 1.2 GENERAL BIDDERS CHECKLIST A. Each Bidder submittal shall include the following documents with all related appropriated attachments as specified in the individual documents. w Document 00410 - Form for General Bid Document 00433 - Bid Bond (AIA Form A310) Document 00451 - Company Information r Document 00452 - Affidavit of Compliance _ - DCAM Form COY(not bound herewith) Document 00454 - DCAM Form CQ3 1.3 FILED BIDDERS CHECKLIST A. Each Bidder submittal shall include the following documents with all related appropriated attachments as specified in the individual documents. Document 00420 - Form for Filed Sub-Bid Document 00433 - Bid Bond (AIA Form A310) END OF DOCUMENT w r r Boston Bay Architects, Inc. 00431 BID SUBMITTAL CHECKLIST • Page 1 of 1 r 4 THE AMERICAN INSTITUTE OF ARCHITECTS r AIA Document A310 4 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we (Here amen tun name and address or legal tine of Contractor) as Principal, hereinafter called the Principal, and W {Here Insert lull name and,darns or legal title of Sua.ro a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (Here Insert lull name and address or legal title of Owne, as Obligee, hereinafter called the Obligee, in the sum of Ni Dollars (S ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind r ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for here instil full nameaddress and aeamPtlmr of Drano ■ O NOW, THEREFORE, if the Obligee shall accept the bid of the Principal andthe Principal shall emir Into a Contract or with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in the bidding .a or Contract Documents with good and sufficient surety for the faithful performance of such Contract and lot the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Concoct and give such bond or bonds, II the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount(or which the Obligee may in good faith concoct with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain In lull force and effect. 1iffi Signed and sealed this day of 19 (Principal) (Seal) l (Wanes.) (Tide) (Surety) (Seal) .e (Witness) 1111 (Tide) AIA DOCUMENT A3.10•810 BOND•AIA®•FEBRUARY 1970 ED•THE AMERICAN E� INSTITUTE OF ARCHITECTS, 1735 H.Y. AVE., N.W., WASHINGTON, D.C. 20006 1 w" -, 9n'Irr•M Pnn . I ooktec tic mmFWg v+l n oN•rt to h.or .,osectlnn, �•yy Boston Bay Architects,Inc. 00433 BID BOND Page I of 1 d Y Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 00431 COMPANY INFORMATION The following information is furnished by the bidder for the information of the Awarding Authority. a II a Corpora0on Incorporated in what State s President: Treasurer Secretary: If a foreign corporation(incorporated or organized under laws other than laws of the 111 1 Commonwealth or Massachusetts], is the corporation registered with the Secretary of State of Massachusetts? Yes No ,., If the bidder is selected for the work referred to above,it is required under Massachusetts General Laws (MGL)Chapter 30 Section 39L to furnish to the Awarding Authority a certificate of the Secretary of State stating that the corporation has complied with MGL Chapter181, Sections 3 and 5 and the Date of such at compliance. If a Partnership. [Name All Partners] Name of Partner Residence Name of Partner: yr Residence If an Individual doing business under a firm name: r Name of Finn: Name of Individual: Business Address: Residence: END OF SECTION Boston Bay Architects, Inc. 00451 COMPANY INFORMATION Page 1 of 1 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 00452 AFFIDAVIT OF COMPLIANCE (Bid Form Attachment) �f President . . Clerk of (Name of Corporation) whose principal office is located at r4 do hereby certify that the above named corporation has filed with the State Secretary all certificates and annual reports required by Chapter 1566 Section 109 (business corporation), by Chapter 181, Section 4(foreign corporation), or by Chapter 180, Section 26A(non-profit r corporation)of the Massachusetts General Law. • SIGNED UNDER PENALTIES OF PERJURY this day of 2003 (Signature of Responsible Corporate Officer) Mass. Business Corp. Foreign Corp. Non-Profit Corp. V END OF SECTION i Boston Bay Architects, Inc. 00452- 1 AFFIDAVIT OF COMPLIANCE S S SPECIAL NOTICE TO AWARDING AUTHORITY • BIDDERS' UPDATE STATEMENTS ARE NOT PUBLIC RECORDS AND ARE NOT OPEN TO PUBLIC INSPECTION (M.G.L. 0.949, §440) • Commonwealth of Massachusetts Division of Capital Asset Management UPDATE STATEMENT `• TO ALL BIDDERS AND AWARDING.AUTHORITIES A COMPLETED AND SIGNED UPDATE STATEMENT MUST BE SUBMITTED •' WITH EVERY BID FOR A CONTRACT SUBJECT TO M.G.L. 0.149, §44A. ANY BID SUBMITTED WITHOUT AN APPROPRIATE UPDATE STATEMENT IS INVALID AND MUST BE REJECTED. BIDDER'S AFFIDAVIT I swear under the pains and penalties of perjury that I am duly authorized by the bidder named below to sign and submit this Update Statement on behalf of the bidder named below, that I .ye have read this Update Statement, and that all of the information provided by the bidder in this Update Statement is true, accurate, and complete as of the bid date. Bid Date Print Name of Bidder we Project Number(or Business Address name if no number) Awarding Authority Telephone Number • SIGNATURE* Bidder's Authorized Representative 9l' • Division of Capital Asset Management Page 1 of 9 • INSTRUCTIONS r INSTRUCTIONS TO BIDDERS determine whether the low bidder is within its Aggregate Work Limit ii_ • You must give complete and accurate answers to all questions and provide all of the information requested. Step 1 Review Update Statement Question#2 to MAKING A MATERIALLY FALSE STATEMENT IN THIS make sure that all requested information is UPDATE STATEMENT IS GROUNDS FOR REJECTING provided and that the bidder has accuratelydi YOUR BID AND FOR DEBARRING YOU FROM ALL calculated and totaled the annualized value PUBLIC CONTRACTING. of all incomplete work on its currently held • Information is to cover the period from the date your contracts (column 9). most recent annual Certificate of Eligibility was issued • (not extended) to the date of the bid. Step 2 Determine the annual dollar value of the • You must use this official form of Update Statement. work to be performed on your project. This is Copies of this form may be obtained from the awarding done as follows. authority and from the Asset Management Web Site: ill www_state.ma.us/cam/. (i) If the project is to be completed in less • If additional space is needed, please copy the than 12 months, the annual dollar value appropriate page of this Update Statement and attach of the work is equal to the full amount of it as an additional sheet. the bid. U • See the section entitled "Bidding Limits" in the ' Instructions to Awarding Authorities for important (ii) If the project will take more than 12 information concerning your bidding limits. months to complete, calculate the number of years given to complete the project by Mi INSTRUCTIONS TO AWARDING AUTHORITIES pproject schedule bng the totalyr y 12e(calculatehs tol o3 the divid unt decimal places), c the bet of Determination of Bidder Qualifications of the bid by the calculated number of " years to find the annual dollar value ofIS • It is the awarding authority's responsibility to the work. determine who is the lowest eligible and responsible bidder. You must consider all of the information in the Step 3 Add the annualized value of all of the low bidder's Update Statement in making this bidder's incomplete contract work (the total • determination. Remember this information was not of column 9 on page 5) to the annual dollar available to the Division of Capital Asset Management value of the work to be performed on your at the time of certification, project. The total may not exceed the • The bidder's performance on the projected listed in bidder's Aggregate Work Limit. it Parts 1 and 2 must be part of your review. Contact the project references, • AWARDING AUTHORITIES ARE STRONGLY ENCOURAGED TO REVIEW THE LOW BIDDER'S Correction of Errors and Omissions in Update El ENTIRE CERTIFICATION FILE AT THE DIVISION OF Statements CAPITAL ASSET MANAGEMENT. Telephone(617)727- 9320 for an appointment. Matters of Form: An awarding authority shall not reject a • If you determine that the bidder does not demonstrably contractor's bid because there are mistakes or omissions • of form in the Update Statement submitted with the bid, possess:the skill, ability, and integrity necessary to . you must reject the provided the contractor promptly corrects those mistakes perform the work on your project. or omissions upon reouest of the awarding authority. [810 CMR 6.09(1)1. S Bidding Limits Correction of Other Defects: An awarding authority may, in its discretion, give a contractor notice of defects, other Single Protect Limit The total amount of the bid, including than mistakes or omissions of form, in the contractor's all alternates, may not exceed the bidder's Single Project Update Statement, and an opportunity to correct such • Limit. defects, provided the correction of such defects is not prejudicial to fair competition. An awarding authority may -- Aggregate Work Limit: The annual value of the work to be reject a corrected Update Statement if it contains performed on the contract for which the bid is submitted, unfavorable information about the contractor that wasmii when added to the annual cost to complete the bidder's omitted from the Update Statement filed with the other currently held contracts, may not exceed the bidder's contractor's bid. [810 CMR 4.09(2)]. Aggregate Work Limit. Use the following procedure to • Division of Capital Asset Management Page 2 of 9ii P.'•rm rrn_Ranimd &'oust 9nnn I di ! U I {C I I I I ° I I I 3 I F I f I PART 1 - COMPLETED PROJECTS LIST ALL PUBLIC AND PRIVATE BUILDING PROJECTS YOUR ARM HAS COMPLETED SINCE THE DATE YOUR CURRENT CERTIFICATE OF ELIGIBILITY WAS ISSUED (NOT EXTENDED). * PROJECT TITLE & LOCATIONI WORK CONTRACT PRICE START DATE DATE CATEGORY COMPLETED. Attach additional sheets if necessary • If your firm has been terminated from a project prior to completion of the work or has failed or refused to complete its work under any contract, full details and an explanation must be provided. See Part 3 of this Update Statement. PROVIDE THE FOLLOWING REFERENCE INFORMATION FOR EACH COMPLETED PROJECT LISTED ON THE PREVIOUS PAGE. Divisrun of Capital Asset Management Paige i of p Form CO - Rovisea Auc s?. 2G80 PROJECT TITLE COMPANY NAME CONTACT PERSON TELEPHONE OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC Is your company or any individual who owns, manages or controls your company affiliated with any owner, designer or general contractor named above, either through a business or family relationship? FT YES ]NO Are any of the contact persons named above affiliated with your company or any individual who owns, manages or control your company, either through a business or family relationship? ❑YES Li NO If you have answered YES to either question, explain. PART 2 - CURRENTLY HELD CONTRACTS Division of capital Asset Management Page 4 of 9 Form CC J- Revised August, 2000 C: A b _r �,r.. Lt..;.„ La a E,i..1. I m IE . E,,.=, Ew- i t t l . ., rE E- d h .., � ! • ;: . 1 1 I I I I I I I I / I 1 I I I I I 1 LIST ALL PUBLIC AND PRIVATE BUILDING AND NON-BUILDING CONSTRUCTION PROJECTS YOUR FIRM HAS UNDER CONTRACT ON THIS DATE REGARDLESS OF WHEN OR WHETHER THE WORK COMMENCED. 1 2 3 4 5 6 7 8 f 9 PROJECT TITLE & WORK START ON CONTRACT % NOT $ VALUE OF NO, OF 11 ANNUALIZED LOCATION _ CATEGORY AND END SCHEDULE PRICE COMPLET WORK NOT YEARS VALUE OF DATES (yes/no) E COMPLETE I REMAINING INCOMPLETE (col 5 X, col (see note WORK t 6) below) (ca.7 - col.8) i. I1 ANNUALIZED VALUE OF ALL INCOMPLETE CONTRACT WORK (Total of Column 9) Colyton 8 • if less than one year is left in the project schedule, write 1 • If more than 12 months are left in the project schedule, divide the number of months left In the project schedule by 12 (calcuiato to three decimal places). PROVIDE THE FOLLOWING REFERENCE INFORMATION FOR EACH INCOMPLETE PROJECT LISTED ON THE PREVIOUS PAGE. PROJECT TITLE t COMPANY NAME CONTACT PERSON TELEPHONE division of Capital Asset Management Pse 5 cr 9 F nor. C_ 3- Flicked Aueusl. Jle{ OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC OWNER DESIGNER GC Is your company or any individual who owns, manages or controls your company affiliated with any owner, designer or general contractor named above either through a business or family relationship? YES LI NO Are any of the contact persons named above affiliated with your company or any individual who owns, manages or control your company, either through a business or family relationship? YES _ NO If you have answered YES to either question, explain. _ Division of Capital Asset Management Page a of 9 Form CO 3 - Revised August, 2000 E l:;a t.,, 1 ,...: Ev.b tw . ■,..,. Y a E, L .e h 6 e a :: E a !m t. :. E Ic !.; r PART3 - PROJECTPERFORMANCE r Please answer the following questions. Information is to cover the period from the date your current Certificate of Eligibility was issued to the bid date. If you answer YES to any question, on a separate page provide a complete explanation. r Include all details [project name(s) and location(s), names of all parties involved, relevant dates, etc.]. at YES NO A. Has your firm been terminated on any contract prior to completing its work? 1 B. Has your firm failed or refused either to perform or complete any of its work under .. any contract prior to substantial completion? C. Has your firm failed or refused to complete any punchilst work under any contract? D, Has your surety taken over or been asked to complete any of your work under any Li L contract? E. Has your surety made payment to a materials supplier or other party under your payment bond on any contract? F. Has any subcontractor filed a demand for direct payment with an awarding i authority on a public project for any of your contracts? G. Have any of your subcontractors or suppliers filed litigation to enforce a mechanic's 'Li I I lien against property in connection with work performed or materials supplied under r any of your contracts? Hi, Have there been any deaths of employee or others occurring in connection with Li li any of your projects? r L Has any employee or other person suffered an injury resulting in complete disability (_ in excess of thirty working days in connection with any of your projects? i^ r PART 4 - LEGAL PROCEEDINGS Please answer the following questions. Information is to cover the period from the date your current Certificate of Eligibility was issued to the bid date. °' The term "Administrative Proceeding"as used in this Update Statement includes (i) any action or proceeding brought by a governmental agency, department or officer to enforce any law, regulation, code or other legal requirement, except for those brought in state or federal courts, and (ii) any action N. taken by a governmental agency, department or officer imposing penalties, fines or other sanctions for failure to comply with any such legal requirement. If you answer YES to any question, on a separate page provide a complete explanation of " eachroceedin p g and any judgement or decision. Include all details (name of court or administrative agency, title of case or proceeding, case number, date action was commenced, date judgement or decision was entered, fines or penalties imposed, etc.). r YES NO r IA. Have any judicial proceedings(other than criminal proceedings)been brought or Division of Capital Asset Management Page 7 of 9 r rpm, M ' _ Pn.v;=od Ai'n„cf Onnn r a a concluded adversely against your firm or a principal or officer of your firm relating to the procurement or performance of any construction contract, including actions to obtain payment brought by subcontractors, suppliers or others? a B. Have any criminal proceedings been brought or concluded adversely against your - , firm or a principal or officer of your fir; relating to any of the following offenses: . ii graft, embezzlement, forgery, bribery, falsification or destruction of records, receipt of stolen property or environmental offenses? C. Have any judicial or administrative proceedings been brought or concluded Li adversely against your firm or a principal or officer of your firm relating to a a violation of state or federal antitrust laws arising out of the submission of bids or proposals? D. Have any judicial or administrative proceedings been brought or concluded i I`l, iiii adversely against your firm or a principal or officer of your firm relating to a violation of state or federal laws regulating campaign contributions? E. Have any judicial or administrative proceedings been brought or concluded L,i adversely against your firm or a principal or officer of your firm relating to a +i violation of chapter 268A of the Massachusetts General Laws? p=t F. Have any judicial or administrative proceedings been brought or concluded L a adversely against your firm or a principal or officer of your firm relating to a - f violation of any state or federal law regulating prevailing wages? G. Have any judicial or administrative proceedings been brought or concluded {_ adversely against your firm or a principal or officer of your firm relating to a iii violation of any state or federal law regulating hours of labor, minimum wages, overtime pay,,equal pay, child labor or worker's compensation? H. Have any judicial or administrative proceedings been brought or concluded i.m adversely against your firm or a principal or officer of your firm relating to a a violation of any state or federal law prohibiting discrimination in employment? i- Have any judicial Or administrative proceedings been brought or concluded adversely i ; against your firm or a principal or officer of your firm relating to a claim of repeated hi IS or aggravated violation of any state or federal law regulating labor relations or occupational health or safety? _ J. Have any proceedings been brought by any state or federal agency to debar or 1 ' suspend your firm or any principal or officer of your firm from public contracting? is K. Has your firm been fined by OSHA or any other state or federal agency for Ili violations of any laws or regulations related to occupational health or safety? a il fr ii Iii PART 5 - SUPERVISORY PERSONNEL d List all supervisory personnel, such as project managers and superintendents, who will be assigned to 9 the project if your firm is awarded the contract. Attach the resume of each person listed below. Ili Division of Capital Asset Management Page 8 of9 I Pn..n Cr1 Z_ 9calen prwicl ?non Iiii NNAE TITLE OR FUNCTION r OM MO PART 6 • CHANGES IN BUSINESS ORGANIZATION OR FINANCIAL CONDITION Have there been any changes in your firm's business organization, financial condition or bonding is capacity since the date your current Certificate of Eligibility was issued? E Yes D No If YES, attach a separate page providing complete details. r r r r r r a a Division of Capital Asset Management Page 9 of 9 rn a . mo, m.rlitt onnn r ✓ CERTIFICATE OF VOTE OF AUTHORIZATION 2014 I hereby certify that a meeting of the Board of Directors of the: r w,.€orCORPORATION duly called and held at on the day of 2014 At which a quorum was present and acting, it was voted that Name of Corporate Officer of the , be and hereby is authorized to execute and deliver for • and on behalf of the Corporation a Contract with , for ✓ _ In the Hampshire work to be done at Hampshire County Courthouse Council of Northampton, MA ✓is Governments And to act as principal to execute bonds in connection therewith, which Contract and Bonds were r presented to and made part of the records of said meeting. I further certify that Is duly qualified and acting Name of Corporate Officer r of the Corporation and that said vote has not been Title ✓ Repealed, rescinded or amended A true copy of the record, ATTEST: r (CORPORATE SEAL) SUBSCRIBED AND SWORN TO THIS DAY OF BEFORE ME ✓ r Notary Public My Commission Expires: CORPORATE VOTE ✓ 1of1 r i+r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs r Yr it on isr w CONTRACT REQUIREMENTS r r Architecture 214 Lincoln St. Unit 305 Planning Boston,MA 02134 Boston Bay Architects, Inc, Interiors Tel 617,782/0255 Construction Fax 617/782/0277 •' Management y : Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AIA Document A101-1997 1997 Edition -Electronic Format THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. CONSULTATION WITA IS ENCOURAGED WITH RESPECT so ITS COMPLETION M E ION OR MODIFICATION. AUTHENTICATION OP THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAY BE MADE BY USING %IA DOCUMENT DM101 iY AIA document Datil:tit A201-1997,hied. General Conditions o,t the Contact for Comwctiots c ndopeed in This documentby reference.Do not use with other general conditions sinless This document rs modlied_ Ibis document has been approved and endorsed by The Associated General Contactors of America Copyright 1915, 1918. 1925,1937. 1951,1958, 1961, 1963,1969 1974,1977. 199 C ]997 by The Angican Institut of Architects. Repmductoti of the material haemin or substantial quotation fits provisions without written peri esus of the ATA violates the coparieht lams or the Tailed States and will subject Use Delano10 legal prosecution AGREEMENT made as of the day of in the year of In words.mdasme day,rnonih and year/ BETWEEN the Owner: Mat eddeee,address and otter tnfern;aeonj and the Contractor ('sone.address and order infonnanon) The Project is: Warne and lacetume The Architect is: (Atone,address mrd other informntrogl The Owner and Contractor agree as follows. at ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General. Supplementary and other Conditions), Drawings, Specifications, Addenda. issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents,other than Modifications, appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT as The Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others. AlA DOCUMENT A101 -OWNER - CONTRACTOR AGREEMENT - 199"1 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF _ .ARCHITECTS, 1735 NEW YORE AVENUE N.W.,WASHINGTON,DC.20066.5392. WARNING::Unlicensed phut copying violates U.S.copyright too and will .subject the violator to legal prosection. This docnnart wan dxvotdnnliy produced with permission efthe ALA and can be reproduced titbits violation tarn the date of upiration as noted below_ Electronic Format A101-1997 es User Document: 97A101-CON-- 10/16/1999. AlA License Number 112717, which expires on 4/30/2000 —Page 81 _ ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement fit differs from the date ofthisAgreement or,'(applicable,stare that rhe date will be fixed rn a notice to proceed) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanic's liens and other security 4 interests,the Owner's time requirement shall be as follows: 3.2 The Contract Time shall be measured from the date of commencement. -� 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 77 Calendar Days from' the date of commencement or as follows: (Insert number of calendar days.Alternatively, a calendar date may be used when coordinated with the date of comnencement Unless stated elsewhere in the ij Contract Documents..nsert any requirements for earlier Substantial Completion of certain portions of the Work) 1 , subject to adjustments of thus Contract Time as provided jn the Contract Documents. g# (Insert provisions if any,for hgmdated damages relating tafailure to complete on time or for bonus payments for early completon of the Work.) r ARTICLE 4 CONTRACT SUM . W 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Dollars($ ),subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are s hereby accepted by the Owner: (State the numbers or other:dentfication of accepted alternates.If decistons on other alternates are to be mode by the Owner subsequent to the execution of tins 7 Agreement,attach a schedule of such other alternates showing the amount for each and the date when that amount expires) 4.3 Unit prices,if any, are as follows: .A a ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Smn to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.1.3 Provided that an Application for Payment is received by the Architect not later than the day of a month, the Owner shall make payment to the Contractor not later than the day of the month_ If an Application for Payment is received by the � Architect after the application date fixed above, payment shall be made by the Owner not later than days after the Architect si receives the Application for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various al portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. ai .AIA DOCUMENT A101 -OWNER - CONTRACTOR AGREEMENT - 1997 EDITION • AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE N.W.,WASHINGTON,D.C.20006-5292 WARNING:Unlicensed photocopyingviolates U.S.co - t laws and will Y the violator to legalprosecution This document was electronicallyproduced with edcopyright subject permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A101-1997 4. User Document: 97A101 CON-- 10/16/1999. AIA License Number 112717,which expires on 4/30/2000 --Page 42 i S 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the r period covered by the Application for Payment_ 5.1.6 Subject to oilier provisions of the Contract Documents, the amount of each progress payment shall be computed as r follows'. .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Conn'act Sum allocated to that portion of r' the Work in the schedule of values, less retainage of Five Percent. Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Subparagraph 7.3.8 of AIA Document A201-1997; MID .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner. suitably stored off the site at a location agreed upon in writing), less retainage of Five Percent (5%). ` .3 Subtract the aggregate of previous payments made by the Owner,and r .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AIA Document A201-1997. 5.1.7 The progress payment amount determined in accordance with Subparagraph 5 L6 shall be further modified under the its following circumstances: -1 Add, upon Substantial Completion of the Work,a sum sufficient to increase the total payments to the full amount MP of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work. retainage applicable to such work and unsettled claims; and (Subparagraph 9.8.5 ofALA Document A201-1991 requires release of applicable retainage upon Substantial Completion of Work.with consent of surety.fang) r .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of AIA Document A201-1997 r 5.1.8 Reduction or limitation of retainage,if any,shall be as follows: @ur rs[wended preer to Substantial Completion of the entre Work,to.reduce or IimR the retatnage resudang from the percentages matted in Clamp 5161 and 51.62 above and this is not explained elsewhere in the Contract Documents.inert here provisions for such reduction or hmnntim) es 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials Or equipment which have notbeen delivered and stored at the site. r 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Subparagraph 12.2.2 of AIA Document A201-1997, and to satisfy other requirements, if any, which r extend beyond final payment; and .2 a final Certificate for Payment has been issued by the.Architect, ✓ 5.2.2 'Phe Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 6 TERMINATION OR SUSPENSION AIA DOCUMENT AI01 -OWNER - CONTRACTOR AGREEMENT . 1997 EDITION . AIA - COPYRIGHT 1997 THE AMERICAN NSTIThTE OF ✓ ARCHITECTS, 1735 NEW YORK AVENUE N.W.-WASHINGTON,DU_20006.5292. WARNING,Unlicensed plmocnpysg violates U.S_copyright law and -pill subject the riokua to legal prosecution.This dominant was atstronicaay pi-canoed with permission of the AIA and can be reproduced without violation unto toe dace of expiration as noted below. Electronic Format A101-1997 ✓ User Document. 97A1.01.CON— 10/16/1999. AIA License Number 112717, which expires on 4/30/2000 --Page 43 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997 6.2 The Work may be suspended by the Owner as provided in Article 14 of MA Document A201-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. p 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. ansertrate of interest agreed upon,if any.) gimpy laws and regmren,ents under the Federal Truth in Lending Act similar a e and local consumer credit laws and other regulations or the Owners and Contractor's principal places of bustness,the location of the Project and elsewhere may affect the vabdrry of fur prolusion- Legal advice should be obtained with 'ogx respect to deletions or modhcations,and also regarding requirements such as written disclosures or waivers) 7.3 The Owner's representative is'. (Name,address and other information) r 7.4 The Contractor's representative is: (Nance,address and other informana) 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. -, eti yi 7.6 Other provisions: LIQUIDATED DAMAGES:See Section 01010,Summary of Work,Part I, 1.04. >: S ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS 8.1 The Contract Documents,except for Modifications issued after execution of this Agreement;are enumerated as follows ii 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor, AIA Document A101-1997. 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, MA Y% Document A201-1997. 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and arc as follows: Document Title Pages 8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 8.1.3, and are as follows: (Either lest the Specifications here or refer to an exhibit attached to this Agreement) Section Title Pages 8.1.5 The Drawings are as follows, and are dated unless a different date is shown below: (Either list the Drawingr here or refer to an ezhebtt attached to this Agreemene) iY Number Title Date ri 8.1.6 The Addenda, if any, are as follows: AIA DOCUMENT A101 -OWNER - CONTRACTOR AGREEMENT - 1997 EDITION . AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W�WASHINGTON.DC 20005-5292. WARNING-Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. ElectronicFormat A101-1997 User Document: 97A101.CON -- 10/16/1999. MA License Number 112717, which expires on 4/30/2000—Page 84 W W r Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements i are also enumerated in this Article 8, 8.1.7 Other documents,if any,forming part of the Contract Documents are as follows, /List here any additional documents that are intended to form part of the Contract Documents,AIA Document 4201,1997 provides that bidding requirements such as advertisement or nvitation to bid, instructions to Bidders. sample forms and the Conrractor's bid are not part of the Contract Documents unless enumerated 0 this Agreement They should be listed here only if'intended to be pan of the Contract Documents.) i This Agreement is entered into as of the day and year first written above and is executed in at least three original copies. of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract. and the remainder to the Owner, r OWNER tSiennairz) CONTRACTOR(Stonrmire) anted no Ine and title) (Primed name and ante) SO OS r r r Nit Ib i i AIA DOCUMENT AI9l -OWNER - CONTRACTOR AGREEMENT - 1991 EDITION - AIA - COPYRIGHT 1997 - THE .,AMERJC.AN INSTITUTE OF .ARCHITECTS.1'3S NEW YORK AVENUE NAV_WASHNGLON.D C.200O6-5292, WARiNtetth Unlicensed photocopying io]ateu G S copyright news and .cit subject the violator he legal prosecution This document was electronically produced with permission of the ALA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A101-1997 User Document: 979101 CON-- 10/1611999. AlA license Number 112719, which expires on 4G+Cit2Q0O—Page 45 ` wil VS 11 raP'4'11 7 r",1 "'I " J ral tj General Conditions of the Contract for Construction AIA Document A201 - 1997 1997 Edition • Electronic Format This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion on or modificationAUTHENTICANON OF THIS ELECTRONICALLY DRAT t he ASA DOCUMENT MAY HE MADE BY USING AIA DOCUMENT D401. This document has been approved and endorsed by The Associated General Contractors of America. Copyright 1911, 1919, 1918, 1925.1937, 1951, 1958, 1961, 1963, 1966, 1967,1970, 1976,1987.©1 997 by The American Institute of Architects Fifteenth Edition. Rwruduction of the material herein or avbstanual quotation of its proeistau without written permision of du AIA violates the copyright laws of the Cn{trd Stares and will sublma the violator to legal prceaotion- TABLE OF ARTICLES 1. GENERAL PROVISIONS 2. OWNER s 3 CONTRACTOR 4. ADMINISTRATION OF THE. CONTRACT +• 5 SUBCONTRACTORS 6. CONSTRUCTION BY OWNER OR BY SEPARALE CONTRACTORS • 7. CHANGES IN THE WORK 8. TIME 9 PAYMENTS AND COMPLETION il. 12 PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14. TERMINATION OR SUSPENSION OF Tim CONTRACT r AIA DOCUMENT A201 GENRE AI CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA,COPYRIGHT 1997-THE AMERICAN - INSTrNPE OF.ARCHTTECPS, 1735 NEW YORK AVENUE N.W, WASHINGTON,D.C. 900665292_ WARNING: UNiwa'rsed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution,This document was electronically produced with permission of the ALA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 User Document 97A201_CON—10/16/1999. ATA License Number 112717, which expires on 4/30/2000 —Page 81 r sti INDEXi Architect's13. Administration.2, 4 .4, 44, of the Contract Ii Acceptance afAloncunfonning Work 3.1.3,4.2, 4.3.4, 4.4, 9 4,9.9 9 6 6,9.9.3, 12.3 Architect's Approvals Acceptance of Work 2.4 3.1 3,3.5.1, 3.10.2, 42.7lc 9 6.6,9 8.2,9.9.3, 9-101.9.10.'.3, 12.3 Architect's Authority to Reject Work Access to Work 3.5.1,4.2.6, 12.1.2. 12 2.1 3.16,62.1, 12.1 7 Architect's Copyright Accident Prevention 16iii 4 23. 10 Architect's Decisions Acts and Omissions 43.b.427 4.2.11 4212 42.13, 434,`44.1. 445 446 4 32, 33.2, 3.12.8, 3I8, 4'23, 4.3.8 44.1, 8.31, 9.51 43, 6 73.6, 7fi 813, 8.3.1, 92 9.4. 9.51 984, 10.2.5, 13 4 2, 13.7, 14.1 9.9,1, 135.2, 14.2.2, 142.4 Addenda Architect's Inspections 1.1.1 3.11 4.22.429,434,9.4.2,9.8.3, 9.9.2,9.10.I, 13.5 Additional Costs,Claims for Architect's Instructions 4.3,4,4.3 5, 4 3 d,6.1.1, 10.3 3.2,1,3 3.1.4.2.6,4 2.7, 4.2.8, 7.4.1, 12 1. 13.52 Additional Inspections and Testing Architects Interpretations 9.8.3, 122.1, 13.5 4.2 11. 4212,4.3.6 Additional Tune Claims for Architect's Project Representative 433, 4.3.7, 8.3,2 4.2.10 1 ADMINISTRATION OF THE CONTRACT Architect's Relationship with Contractor 3.1 1,4, 9.4, 9.5 1.1.2, 1 6, 3.1.3. 3.2.1. 3 2.2. 3 2 3, 3.3.1, 3 4.2, 3.5.1. Advertisement or Invitation to Bid 3.7.3, 3.10, 31 i, 312, 3.16, 3.18, 4-12, 4.13 4.2. 4.3.4titt. 1.11 43.1. 4.47, 5.2, 6.22, 7, 8,3.1., 9.2, 93, 9.4, 959798 Aesthetic Effect 9.9. 10.2 6, 10 3, 11 3, 11.4.7, 12, 13 4 2, 13.5 4.2.13,4.5.1 Architect's Relationship with Subcontractors Allowances 1.1 2,423, 4.2,4,42.6, 9.6.3, 9.6 4, 11 4.7 3.8 Architect's Representations All-risk Insurance 9.4,2,9 5_I, 9.10.1 114.1.1 Architect's Site Visits Applications for Payment 4.2.2, 4.25. 4.2,9,43 4, 94.2,95.1, 992, 9,10.1 13 5 a 4 2,5, 73.8, 9 2, 9.3- 9.4, 9.5.1, 9.6.3, 971. 9.8 5, 9 IQ Asbestos 11.1.3, 14.24, 14.43 10.33 Approvals Attorneys'Fees .b 2.4, 3.1 3, 3.5, 3.10.2,3.12, 427, 93.2, 13,42, 13.5 3.1.8.1, 9.10.2, 10.3.3 Al Arbitration Award of Separate Contracts 4.3.3,4.4,45.1,4.5.1 4,6,8.31, 9.7.1, 11.4.9, 1 2 4.10 6.1.1,6.1 2 Architect Award of Subcontracts and Other Contracts for Portions of the 4.1 Work Architect,Definition of 5.2 4.1.1 Basic Definitions Architect, Extent of Authority 1.1ad 2.4, 3.127, 42, 43 6, 4.4, 5.2, 6 3, 7.1.2, 716. 7 4,9,2, Bidding Requirements 9.3.1., 9 4. 95, 9,8.3. 9.10.1, 9.10.3, 12 1, 12.2.1, 13 5,1, 1.1.1, 1 1 7,5.2.1, 11.5.1 13 5.2, 14.2 2, 14.2.4 Boiler and Machinery Insurance ■j Architect, Limitations of Authority and Responsibility 11.42 2.1.1, 3.33, 3.12 4. 3.12.8, ,3.12.10. 41 2, 4 2.1, 42, Bonds, Lien 4 2.3, 4.2.6, 4.2 7, 4.2.10, 4.2.12, 4.2.13, 4.4, 5.2.1, 7.4, 9.10.2 31 9 4.2,9.6.4, 9 6.6 Bonds.Performance, and Payment W Architect's Additional Services and Expenses 7.3,6.4, 9 6 7.9.10.3. 11.4.9, 11.5 2.4, 11 4.11, 12.2.1. 13.52, 13.53, 142.4 Building Permit 3.7 1 1t Capitalization 1 s ASA DOCUMENT ARCHITECT 355NEWTIONS OF TVENTRACT FOR WASHINGTON ICl.2?t-1997, a2 noN WAR-.INA-COPYRIGHT THE.AAlERICWre ill DISIlgVCE OF ARCHITECt 1735 NEW YORK AVENUE Nod_ WASHIN elec o DCC- produced Pith WARNING_11nAiphotocopying siolates out copyright laws and will s bjevl the violator to legal prosecution.This document was electron sully produced Pith permission of the MA and can be reproduced without violation until the date of expiration as noted helow_ Electronic Format A201-1997 S User Document:97A201 CON- 10/16/1999. AIA License Number 112711, which expires on 413072000--Page 42 • 1.3 4.2.9, 8.L1, 8.2..3. 8.2.3. 9.4.2, 9.8. 9,9 I. 9.10.3. 9.10 4.2. Certificate of Substantial Completion 12 2, 13 7 9_8.3. 9.8.4, 9.8.5 Compliance with Laws Certificates for Payment 1.6.1, 3 2.2, 3.6, 3 7, 3.12.10, 3.13. 4.1.1. 4.48. 4.6.4, 4 2.1 4.2.9, 9.3.3, 9.4, 9 5, 9.6.1, 9.6.6, 971. 9.10.1, 46.6, 9.6.4, 102.'2. 11.1, 114, 133.1.. 13 4. 135. 1, 13.5.2. 9.10.3, 137, 14.1.1.3, 14,24 136, 14.1.I, 14.2,1.3 Certificates of Inspection, Testing or Approval Concealed or Unknown Conditions - 13.5.4 4.3.4,83.1, 10.3 Certificates of Insurance Conditions of the Contract 9.101. 11.1.3 I.1_t, 117,511,614 Change Orders Consent, Written so 1.1.1, 24.1, 3.42. 38,2.3, 3.11.1. 3.12.8, 42,8, 4.3.4, 1.6. 342. ,3,128, 3.1E2., 4.1.2. 4.3.4, 4.6.4. 932, 985. 4.3.9, 5.2.3, 7.1. 7.2, 7,3. 8 3.1, 9.3.1.1. 9,10.3. 11 4.1.2, 9 91, 9.10.2, 9.10,3, 11.41, 13.2, 13 4.2 11.44, 11.4.9, 12,1.2 CONSTRUCTION BY OWNER OR BY SEPARATE 61 Change Orders,Definition of CONTRACTORS 7.2.1 1.1,4, 6 CHANGES IN THE WORK Construction Change Directive,Definition of Ito 3.11,4.2,8, 7, 8.3.1,9.3,1.1, 114.9 7.3.1 Claim,Definition of Construction Change Directives 4.3.1 1.1.1, 3.12.8, 4 2.8,4.3.9,7.I, 7.3, 9.3.1.1 Cairns and Disputes Construction Schedules,Contractor's 3.23, 4.3, 4 4, 4.5, 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3, 9.10.4. 1.4.1 2.3.10,3.12.1, 3.12.2,4.3.7.2, 6.1.3 10.3.3 Contingent Assignment of Subcontracts Claims and Timely Ac'ntion of Claims 5.4, 14 2.2.2 4.6.5 Continuing Contract Performance Claims for Additional Cost 4.3.3 3 2.3, 4. 4, 4.3.5, 4.3.6, 6.1.1, 7.18, 10.12 Contract,Definition of Claims for Additional Time 1.1.2 3.2.3,4.3.4,4.3.7, 6.1.1, 8.3 2, 10.3.2 CONTRACT,TERMINATION OR SUSPENSION OF THE Claims for Concealed or Unknown Conditions S4_1 1,11.4 9, 14 4.3.4 Contract Administration MO Claims for Damages 3.1.3,4,9.4, 9.5 3.2.3, 3.18,4.3 10.61.1,83 3.9.51, 9.6.7, IOU, 11 1.1, Contract Award and Execution,Conditions Relating to 11 A_5, 11.4.7, 14_43, 14,2.1 3.7 1,3.10, 5.2, 6.1, 11.1.3, 11.46, 11.5.1 • Claims Subject to Arbitration Contract Documents,The 4.4.1, 4.5.1, 4.6.1 1.1, 1.2 Cleaning Up Contract Documents, Copies Furnished and Use of 3.15, 6.3 1.6,2.25, 5.3 Commencement of Statutory Limitation Period Contract Documents Definition of 13.7 1.1.1 Commencement of the Work. Conditions Relating to Contract Sum O' 22.1, 32.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 43A, 521, 5.2.3. 38, 4.3.4 4.3 5, 4.45. 5123, 22, 73, 74. 9.1. 942. 6.2 2, 81.2, 8.2.2, 8.3.1, 11.1, 114.1, 11.4.6, 11.5.1 95.14, 9.6.7, 9.7, 10.3 2, 11.4.1, 14 2.4, 14.3.2 Commencement of the Work, Definition of Contract Sum,Definition of r 8.1.2 9.1 Communications Facilitating Contract Administration Contract Time 39.1,4.2.4 4.34, 4.3.7, 4.45, 5.2.3, 7213, 7.3, 74. 8.1.1. 8.2. 83.1, Completion, Conditions Relating to 9.5 1,9.7, 10.3 2, 1211, 14 3.2 1.61. 3.4.1. 3.11, 315, 4.2.2, 4,2.9, 82, 9.4.2, 9.8,9 91. Contract Time,Definition of 9.10. 12.2, 13 7, 14,1.2 8.1.1 COMPLETION, PAYMENTS AND CONTRACTOR 9 3 Completion, Substantial Contractor,Definition of yy MA DOCUMENT A201-GENERAL CONDITIONS O1 THECONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW TORR AVENUE NAV. WASHINGTON. D.C. 2006.5292. WARNING Unlicpaed photocopaing violates U.S. copyright laws and will subject the violator to legal prosecution,'This document was electronically produced with permission of the NA and can be reproduced without violntiorr until the date of expiration as noted below_ �y Electronic Formal. A201-1997 User Document; 97A201.CON -- 10/16/1999_ MA License Number 112717,which expires on 4/30/2000--Page N3 r 3.1. 6.1.2 2A, 3.2.3, 3.7.4, 3.8.2. 3.15.2, 4.3, 5.4.2. 6.1.1. 6 2.3- Contractor's Construction Schedules 7.3 3.3, 736, 7.3.7, 7.3.8, 9.10.2, 10.3.2, 105. 11.3. II.4 1.412,3.10,3.12.1, 3.12,2, 4,372. 6.1.3 12.1, 122.1, 122.4, 13.5, 14 Contractor's Employees Cutting and PatchingIli 3.3.2. 3.43, 3.8.1, 3 9, 3.18.2, 4.2,3, 4.2.6, 10.2, 10.3. 6.2.5, 3.14 11.1.1, 11.4.7, 14.1, 14.2.1.1. Damage to Construction of Owner or Separate Contractors Contractors Liability Insurance 3.14 2, 6.2.4. 9,2.1.5. 10.2.1.2. 10.2 5, 10.6. 11 I. 11 4. 11.1 12.2.4 Contractor's Relationship with Separate Contractors and Damage to the Work Owner's Forces 3.14.2, 9.9.1, 10.2.12, 10 2.5, 10 6, 11.4, 12 2.4 3.125,3.14.2.42.4.6, 1147, 12.1.2, 122.4 Damages, Claims for Contractor's Relationship with Subcontractors 3.2.3, 3.18, 4 3,10, 6.1.1, 8.3 3, 9.5,1,9.6 7, 10.3.3, 11.1.1- 12.2, 3.32,3.18.1, 3.182-5, 9.6.2, 967, 9.102. 11.4.1.2, 1145, 1147, 14.13, 14,2.4 R 11.4.7. 11.4.8 Damages for Delay s Contractor's Relationship with the Architect 6.1.1, 8.3.3, 95.1 6, 9.7, 10.3.2 1.1.2, 1.6, 3.13, 3.2.1, 3 2,2, 3.2 3, 3.3.1, 332, 3.5.1, Date of Commencement of the Work,Definition of .R 3.7.3, 3.10, 3.11, 3.12, 3.16 318, 4.i2, 413, 42, 4,3.4, 8.1.2 ill 4 4,1, 4 a 7, i 2, 6.2 2, 7, 811 9 2, 9 3, 9.4, 5. 9.7, 9.8, Date of Substantial Completion,Definition of 99, 1026, 10.3. 11.3, 1147, 12, 1342. 13.5 8.13 Contractor's Representations Day, Definition of 1.5.2,3.51, 3.12.6, 62.2,8.2.1,933, 9.8.2 8.1.4 Contractor's Responsibility for Those Performing the Work Decisions of the Architect 3.32,3.18, 423, 4.3.8,531, 61.3, 6.2.63, 9.5.1. 10 4.2.6.42,7, 42.11, 4312. 4.2.13, 434, 441,4.45 146, 9 Contractor's Review of Contract Documents 4.5, 6 3, 7.3.6, 7.3,8, 8,1.3, 8.3 1, 9 2, 9 4, 9 5.1 9 8.4, 15.2, 3.2,3.73 9.91, 135.2, 14.2.2. 142.4 Contractor's Right to Stop the Work Decisions to Withhold Certification sit 9 7 9.4.1, 9.5, 9.7, 14.1.1.3 Contractors Right to Terminate the Contract Defective or Nonconforming Work, Acceptance, Rejection andifi 4.3.10, 14.1 Correction of Contractor's Submittals 2 3, 2.4, 3.5.1, 4.2.6, 62.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2 9 9 3, Isi 3.10, 3.11, 3.12, 4.2 7, 5 2.1, 5 2.3, 7.36, 9.2. 9 3, 9.8.2, 9.10.4, 12 2.1, 13.7.1 3 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 115.2 Defective Work,Definition of Contractor's Superintendent 3.5.1 3.9, 10.2.6 Definitions a Contractor's Supervision and Construction Procedures 11, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3. 4.1.1._ 431, 1� 12.2. 3.3, 3.4. 3.12.10, 4.2.2, 0.2.7, 4.3 3. 6.1.3, 6.2 4, 5.4 6.1.2, 7.2 I, 7.3.1,7.3.6, 8.1, 9.1,9.8.1 7.1.3, 7.3.4,7.3.6. 8.2, 10, 12, 14 Delays and Extensions of Time Contractual Liability Insurance 3.2.3, 4.3 1, 4.3.4, 4.3.7, 4.4 5, 5.23, 7.2.1, 7.3.1 7.4.L 11.1.18, 112, 113 75.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 1432 Coordination and Correlation Disputes .m 1.2, 1.5.2, 331,3.10,3.12.6, 6.1.3, 6.2.1 4.1.4, 4.3, 4.4, 4.5, 4.6, G3, 73.8ii ij Copies Furnished of Drawings and Specifications Documents and Samples at the Site 1.6,2,2.5, 3.11 3.11 SI Copyrights Drawings, Definition of 16, 3.17 1.1,5 Correction of Work Drawings and Specifications, Use and Ownership of 2 3, 2.4. 3.7.4,4.2.1, 9.4 2, 9.8 2, 9.8.3, 9.9.1, 12.1.2, 12 2, 1.1.1, 1.3, 2 2.5, 3.11,5.34. 13.7.1.3 Effective Date of Insurance Correlation and Intent of the Contract Documents 8,2.2, 11.1.2 1.2 Emergencies su Cost,Definition of 4.3.5, 10.6, 14,1.1.2 j 4.1.12 ' 7.36 Employees, Contractor's Costs 3.3.2, 3.4.3, 38,1, 3.9, 3.18.2, 423, 4.2.6, 102, 10.3. la AIA DOCUMENT A2o1-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-I997 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENLE NW., WASHINGTON, D.C. 20006-5292, WARNING: Unlicensed photocopying violates U.S_ copyright laws and will subject the violator to legal prosecution.This document was electrordeally produced with p .,.fission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-t997 a' User Document: 97A201.CON -- 10/16/1999.AIA License Number 112717,which expires on 4/30/2000--Page 44 1f1 +� 11 Ll 11.4.7.14.1. 14.2.1.1 11.42 Equipment,Labor, Materials and insurance, Contractor's Liability I.13, 1.1.6. 3.4, 35.1, 3.8.2, 3.83, 3.12, 3.13, 315.1, 11A 4.2.6, 4.2.7, 5.2.1, 6 2.1, 7.3.6, 9.3.2. 9.3 3, 9.5.1.3, 9.10.2, Insurance,Effective Date of los 10.2 I, 10.2.4, 142.12 82.2, 11.1.2 Execution and Progress of the Work Insurance,Loss of Use 1.13, 1.2.1. 12.2, 2.2.3. 22.5, 3.1, 33.34, 35,37.3.10, 11.4.3 3.12. 3.14, 4.2.2, 42.3, 4.3.3, 6.2.2, 7,1.3. 7.3 4, 8.2. 9.5, Insurance, Owner's Liability 9.9 1, 10.2. 10.3, 12.2, 14.2, 14.3 11.2 Extensions of Time Insurance,Project Management Protective Liability iso 3.2.3, 13.1, 4.34, 4.3.'7, 4.45. 5.2.3. 7.2,1, 73, 7.4.1, 11.3 95.1. 9.7.1, 10.3.2, 10.6.1. 14.3.2 insurance,Property Failure of Payment 1025, 11.4 43.6,95.13, 9.7, 9.10.2. 14.1.1.3. 14.21 2, 13.5 Insurance.Stored Materials Faulty Work 9.3.> 11.4.1.4 (See Defective or Nonconforming Work) INSURANCE AND BONDS Final Completion and Final Payment 11 4 2.1, 4.2.9, 43,2, 9.8 2, 9.10. 11.1.2. 11.1 3, 11.4.1, Insurance Companies, Consent to Partial Occupancy 114.5, 123.1, 137.132,4, 144.3 9.9.1, 11.4.1.5 Financial Arrangements,Owner's Insurance Companies, Settlement with y 221, 13_2.2, 14.1.l 5 11_4.10 Fire and Ex/ended Coverage Insurance Intent of the Contract Documents 11.4 12.1,4.2.7, 4.112,4.2.13,7.4 GENERAL PROVISIONS Interest. 1 13.6 Governing Law Interpretation 13.1 1 2.3, 1.4,4.1.1, 4.3.1,5.1,6.1.2.8.1.4 • Guarantees(See Warranty) Interpretations, Written Hazardous Materials 4.2.11, 4.2.12, 4.3.6 10.2.4, 10.3.10.5 Joinder and Consolidation of Claims Required Identification of Contract Documents 4.6.4 1.5.1 Judgment on Final Award Identification of Subcontractors and Suppliers 4.6 6 5.2.1 Labor and Materials,Equipment '- Indemnification 1.1.3, 1.1.6, 3.4, 3 5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15 I. 3.17, 3.18, 9.10,2, 103.3, 10.5, 114.12, 11.477 42.6, 4.2.7, 5.2.1, 6.21, 736, 932, 9.33, 0.5.13. 9102. Information and Services Required of the Owner 10.2.1, 10.2 142.1.2 so 2.1.2, 2.2, 3.2.1, 3.12 4, '3.12.10. 4.2.7, 4.3 3, 6.1.3, 6.1.4, Labor Disputes G 2.5, 9.3.2, 9.6.1 9.6.4, 9 9.2, 9.10.3, 103.3, 11 2, 11.4, 8.3.1 13 5.1, 13 5,2, 14.1.14, 14.1.4 Laws and Regulations Injury or Damage to Person or Property 1.6, 3,2.2. 3.6,3.7, 3.12,10, 3.13, 4.1.1, 4.4.8, 4 6.Y 6.4, 4.3.8, 10 2, 10.6 9.9 1, 10.2 2, 11.7, 11.4. 13 I, 13 4, 13.5.1. 13.5.2, 13.6. Inspections 14 3.1.3, 3.3 3, 3.7 1, 4.2 2, 126. 129, 9.4.2, 9.8.2. 9,8.3, Liens i* 9.92, 9.10.1, 122.1. 135 2.1.2,4.4.8, 8.2.2, 9.33.9.10 Instructions to Bidders Limitation on Consolidation or Joinder 1.1.1 4.6.4 Instructions to the Contractor Limitations, Statutes of 3,2.3.33.1,38.1,4.2.8, 52.1, 7, 12, 8.2.2.13.52 4.63. 122.6, 137 Insurance Limitations of Liability 3.181, 6.1.1, 7.3.6, 8.2.1. 932, 9.44. 9,9.1, 9,162, 2.3, 3.21, 3.5.1. 37.3, 3.12.8. 3 1210, 3.17. 3.18. 426., so 9.10.5, 11 4.2 7, 4.2 12, 6.2.2, 9.4.2, 9.6,4, 9,fi 7, 9,10.4, 10.3 3. Insurance,Boiler and Machinery 10.2,5, 11.12, 1121,114.7, 12.2.5, 13.4.2 01, NA DOCUMENT.4201-GENFRAL CONDITIONS OE THE CONTRACT FOR CONSTRUCTION-1c97 E01110N-NIA-COPYRIGHT NEW THE AMERICAN INS4YTGTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W, WASHINGTON, D.C. 20006-5792. WARNNG: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the Alit and can be reproduced without violation until the date of expiration as noted below. .. Electronic Format A201-1997 User Document: 97A201.CON— 10/16/1999_AIA License Number 112717,which expires on 400/2000--Page=5 r Limitations of Time 1.5 2.3.2. 373, 4.3.4 lia 2.1 1.2, 2.2. 2.4, 3.2.1. 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, Occupancy 43 4.4, 4.5 4.6, 5.2, 53. 5.4, 624, 73, 74, 82, 92, 222, 9.66,9.8, 114.1.5 4 9.3.1. 9 3 3, 9 4 1, 9.5, 9 6, 91, 9.8. 9 9, 9.10, 11.1.3. Orders, Written a 114.1.5, 11.4.6, 11.410, 12.2, 135, 13 7, 14 1.1.1, 23, 39, 4.3.6. 7. 8.2.2. 11.4.9. 12.1. 12.2. 1352. Loss of Use Insurance 14.3.1 44 11.4.3 OWNERSli Material Suppliers 2 1.6, 3.121,424.42.6, 5.2.1,93, 9.4.2, 96.9.105 Owner. Definition of Materials,Hazardous 2.1 1 10.2.4, 10 3, 10.5 Owner, Information and Services Required of the Y1i Materials. Labor,Equipment and 2.1 2. 2.2, 3.2.1, 3.12.4, 3.12.10, 1.2.7. 4.3.3, 6.1.3. 6.1.4. 1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1. 3.8.2, 3.8.23, 3.12, 3.13, 6 2.5, 9.3.2. 9.6.1, 9.6 4, 9.9.2, 910 3, 10.3 3, 11.2, 11 4. 3.15.1. 426, 427.521, 62.1, 13.6. 932, 93.3, 9.51.3, 135.1, 1352, 14.1.14, (4.1.4 9.10.2, 10.2 1, 10 2.4, 14.2.1.2 Owner's Authonty Means. Methods, Techniques. Sequences and Procedures of 1.6, 2.1.1, 2 3, 2.4, 3.4 4.2, 3.8.1, 3.12.10, 3.14.2. 4.1.2. Constriction 4.1.3, 4.24, 4.29, 4.3.6, 4.4.7, 5.2.1, 5.2.4, 5.4.1, 6.1. 6.3. 3.3.1, 3.12.10,422, 4.27, 9.22 72.1. 7.3.1, 8.22, 8.3.1, 93.1. 9.32, 9.51, 9.9.1. 910.2- Mechanic's Lien 10.3.2, 11.1.3, 11.3.1, 11.1.3. 11.4.10, 12.2.2. 12 3 1, 4.4.8 13.2 2, 14.3, 14.4 41-1 Mediation Owner's Financial Capability • 44.1, 4.4.5,14.6,4.48, 4.5, 46.1, 4.6.2, 831. 10.5 2.2.1, 13.2.2, 14.1.1.5 Minor Changes in the Work Owner's Liability Insurance 1.1.1. 3.128,4.2.8,4.3.6.7.1, 7.4 11.2 l4 MISCELLANEOUS PROVISIONS Owner's Loss of Use Insurance 13 11.4.3 Modifications,Definition of Owner's Relationship with Subcontractors 1.1.1 112, 5.2, 53, 5.4, 9.6.4,9.10.2, 142.2 i Modifications to the Contract Owner's Right to Carry Out the Work 1.1.1, 1.1.2, 37.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9 7, 2.4, 12.2.4. 14.2.2.2 14 10.3.2, 11.4 1 Owner's Right to Clean Up illi Mutual Responsibility 6.3 6.2 Owner's Right to Perform Construction and to Award Separate ,g Nonconforming Work, Acceptance of Contracts Si 9.6,6, 9.9.3, 12.3 6.1 Nonconforming Work,Rejection and Correction of Owners Right to Stop the Work 2.3. 2.4. 3.5.1, 4.2.6, 6 25, 9.5.1, 9.8.2, 9.9.3. 9.10.4, 2.3 A. 12.2 1, 13.7.1.3 Owner's Right to Suspend the Work di Notice 14.3 2 2.1. 2 3, 2.4, 3.2.3. 3.3.1, 3.7.2, 3 74, 3.12.9, 4.3. 4.4.8, Owner's Right to Terminate the Contract 4.6.5, 52.1, 82.2, 97, 9.10, 10.2.2, 11.1.3, 11.4.6, 12.22, 14.2 12.2.4, 13.3, 13.5.1, 13.5.2, 14.1, 14.2 Ownership and Use of Drawings, Specifications and Other Notice, Written Instruments of Service 23, 24, 3.3.1, 3.9, 3.12.9,3.12.10, 4.3, 1.4.8, 4.6.5, 5.2.1, 1.1.1, 1.6,225,32.1, 311.1.3.17.1,4.2.12,5.3 8.2.2, 9 7, 9 10, 10.2.2, 10 3, 11.1.3, 11.4.6, 12.22, 12.2 4, Partial Occupancy or Use it 13,3, 14 9 6.6, 9.9, 11.4.1.5 Notice of Testing and Inspections Patching, Cutting and 1351, 13.5.2 3.14,6.2.5 ill Notice to Proceed Patents 8.2.2 3.17 Notices,Permits,Fees and Payment, Applications for iii 222, 3.7,3.13, 7.3.6.4, 102.2 425, 7.38, 92, 9.3, 94, 95.1, 9.63, 97.1, 9.859101, Observations, Contractor's 9.10.3, 9.10.5, 11.1.3, 14.2.4, 14.4.3 l AIA DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997-THE AMERICANIII INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.Vd., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of emulation as noted below. rt Electronic Format A201-1997 al User Document: 97A201.CON—10/16/1999_AIA License Number 112717,which expires on 4/30/2000--Page'16 V lig Payment Certificates for 3.5.1.4.26. 122.1 32.5. 4.2 9, 9.3.3, 9.4, 9 5. 9.6.1. 9.6.6. 9.7.1. 9.10.1. Releases and Waivers of Liens 9.10.3, 13 7, 14.1.13. 142.4 9.10.2 t Payment Failure of Representations 4 3.6, 9.5 1 3,9,7,9.102, 14.1 1 3, 14 2-12, 13.6 1 2, 3.5 1, 3.12.6. 6 22, 8.2-1, 93 3 9 4 2. 95 I. 9.8 2, Payment.Final 9.10.1 42.1, 42 9, 4.3.2, 9,1'12. 9.10. 11.1.2, 11.1 3. 11 4.1. Representatives L 114.5, 12.3.1,137, 19.2,4, 134,3 2 1 1, 3 1, 3 9 4 1 1.4 2 4 2 10. 6.11 5.1.2. 132 Payment Bond,Performance Bond and Resolution of Claims and Disputes 7364,9.6,7,9.10.3,11.4.9,11.5 4.4,45,4.6 Payments. Progress Responsibility for Those Performing the Work 4 .3.93. 9.6,985,9103, 136, 14.23 332,318. 423,4.3.8, 531,6.13. 6.2.63,9.5.I, 10 PAYMENTS AND COMPLETION Retainage 9 9 3.I,9 6,2,9.85, 99-1, 9.102, 9.10.3 Payments to Subcontractors Review of Contract Documents and Field Conditions by 54.2,9.5.13, 9.6.2, 9 3, 96 4, 9.6.7, 11.4.8, 142.1.2 Contractor PCB 15.2,3.2.3.7 3, 3.12.7,6 iW 10.3.1 Review of Contractor's Submittals by Owner and Architect Performance Bond and Payment Bond 3.10.1.310.2.3.11-3.12,4.2. 5.2,6.1.3. 92, 9.8.2 7.3.6.4, 96.7.9.10.3, 11.4.9, 11.5 Review of Shop Drawings, Product Data and Samples by Permits.Pees and Notices Contractor 222.3.7,313, 736.4, 1022 3.12 PERSONS AND PROPERTY, PROTECTION OF Rights and Remedies 10 11.2, 23, 2.4, 35.1. 3.1.5.2, 4.2,6, 4.3.4, 4..5, 4 6, .5 3, 5 i. Polychlorinated Biphenyl 6.1. 6.3, 7.3.I. 8 3, 95.1 97. 10.25, 10 3, 122 2, 12.2.4- 183.1 13 4 14 Product Data,Definition of Royalties,Patents and Copyrights is/ 3.12.2 3.17 Product Data and Samples, Shop Drawings Rules and Notices for Arbitration 3.11, 3.12,427 4.6.2 is Progress and Completion Safety of Persons and Property 32.2,4.33, 8.2, 9.8,99.1. 14.1.4 10.2. 106 Progress Payments Sado) Precautions and Programs 4.3.3, 9 3, 9,6. 98.5, 9.103.13.6, 142.3 3 3.1. 32 2.4.2 7, 531, 10.1, 10 2, 106 lib Project.Definition of the Samples,Definition of 1.1.4 3.12.3 Project Management Protective Liability Insurance Samples.Shop Drawings.Product Data and {W 11.3 3.11. 3.12, 4.27 Project Manual. Definition of the Samples at the Site.Documents and 11.7 3.11 Project Manuals Schedule of Values 2.2.5 9.2. 9.3.1 Project Representatives Schedules, Construction 4.210 14.1.2.310,312.1,3.122,4.3.7,2.6.1.;3 YWI Property Insurance Separate Contracts and Contractors 102.5, 11.4 114. 3125 3.14.2, 324. 42.7. 4.64. 6. 83.L 11.4.7, PROTECTION OF PERSONS AND PROPERTY 12.12, 12.25 10 Shop Drawings, Definition of Regulations and Laws 3.12.1 1.6. 3 2.2, 3 6, 3.7. 3.12.10, 3.13, 4.1.1. 4.4.8. 4.6, 9.6.4, Shop Drawings,Product Data and Samples 9S_1, 1022, 111, i t4, 13-1, 13 1, 13.5.1, 115 2, 136, 3.11, 3.12-4 27 Sr 14 Site,Use of Rejection of Work 3.13,6.1.1,6.2.1 iW .AAA DOCUMENT A201-GENERALC;ONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997-T'HE:IMSA1CAN INSTITUTE OF A crurfGCS, i 715 NEW YORK AVENUE N_W., WASHINGTON, D.C. 200064292_ WARNING'. Unlicensed photocopying violates ES. copyright laws and will subject the violator to legal prosecution. 'Phis document was cleuronieally produced with permission of the AIA and can he reproduced withotn violation until the date of expiration as noted below yt Electronic Format A201-1997 User Document:97A,201.CON--10/16/1999_ AAA License Number 112717,which expires on 4/30/2000 --Page#7 w ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor(hereinafter the Agreement), Conditions of the Contract (General, Supplemental): and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract. other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2)a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include other documents such as bidding requirements (advertisement or invitation to bid. Instructions to Bidders, sample forms, the Contractor's bid or portions of Addenda relating to bidding requirements) 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements.either written or oral. The Contract may be amended or modified only by a Modification. fhe Contract Documents shall not be construed to create a contractual relationship of any kind (I) between the Architect and Contractor, (2) between the Owner and a Subcontractor or Sub-subcontractor, (3) between the Owner and Architect or (4) between any persons or entities other than the Owner and Contractor. The Architect shall, however_ be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. 1.1.3 THE WORK J The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor,materials, equipment and services provided or to he provided by the Contractor to fulfill the Contractor's obligations.The Work may constitute the whole or a part of the Project. 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part 3 and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design,location and dimensions of the Work, generally including plans, elevations, sections,details, schedules and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, systems, standards and workmanship for the Work,and performance of related services. 1.1.7 THE PROJECT MANUAL Fhc Project Manual is a volume assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and Specifications. 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS 1.2.1 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; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2.3 Unless otherwise stated in the Contract Documents words which have well-known teclulical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. .AIA DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN 1 INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecation.This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 User Document: 97A201.CON--10/16/1999. AIA License Number 112717, which expires on 4/30/2000—Page 410 i 1.3 CAPITALIZATION 1.31 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of numbered articles and identified references to Paragraphs, Subparagraphs and Clauses in the document or (3)the titles of other documents published by the American Institute of Architects. 1.4 INTERPRETATION -. 1.4.1 In the interest of brevity the Contract Documents frequently omit modifying words such as all and "any"and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement ✓ 1.5 EXECUTION OF CONTRACT DOCUMENTS 1.5.1 The Contract Documents shall be signed by the Owner and Contractor, If either the Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify such unsigned Documents upon request. 1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with n,a requirements of the Contract Documents. 1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE 1.6.1 The Drawings, Specifications and other documents,including those in electronic form, prepared by the Architect and St the Architect's consultants are Instruments of Service through which the Work to be executed by the Contractor is described. The Contractor may retain one record set. Neither the Contractor nor any .Subcontractor, Sub-subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents prepared by the ✓ Architect or the Architect's consultants, and unless otherwise indicated the Architect and the Architect's consultants shall be deemed the authors of them and wilt retain all common law, statutory and other reserved rights, in addition to the copyrights. All copies of Instruments of Service, except the Contractor's record set, shall be returned or suitably accounted for to the • ,Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants, and copies thereof furnished to the Contractor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub-subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of'the Work without the specific written consent of the Owner, Architect and he Architect's consultants. The Contractor. Subcontractors, Sub-subcontractors and material or equipment suppliers are authorized to use and reproduce applicable portions of the Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants appropriate to and for use in the execution of their Work under the Contract ▪ Documents. All copies made under this authorization shall bear the statutory copyright notice, if any,shown on the Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in r. derogation of the Architect's or Architect's consultants'copyrights or other reserved rights. ARTICLE 2 OWNER +. 2.1 GENERAL 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Subparagraph 4.2.], the Architect does not have such authority.The term "Owner" means the Owner or the Owner's authorized representative. 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request.information necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site,and the w Owner's interest therein. Yr AA DOCUMENT A201-GENERA[.CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997 THE AMERICAN INSTITUTE, OF ARCHITECTS. 1735 NEW YORK AVENUE RW.. WASHINGTON. D.C. 20006.5292. WARRINU. Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AlA and can be reproduced without violation until the date of expiration at noted below. Electronic Format A201-1997 User Document: 97A201.CON-- 10/16/1999. AIA License Number 112717, which expires on 4/30/2000 --Page#11 a 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER A 2.2.1 The Owner shall, at the written request of the Contractor,prior to commencement of the Work and thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. Furnishing of such evidence shall be a condition precedent to commencement or continuation of the Work. After such t evidence has been furnished, the Owner shall not materially vary such financial arrangements without prior notice to the Contractor ta 22.2 Except for permits and fees, including those required under Subparagraph 3.7.1, which are the responsibility of the Contractor under the Contract Documents, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. ila 2,2.3 The Owner shall furnish surveys describing physical characteristics,legal limitations and utility locations for the site of y the Project, and a legal description of the site, The Contractor shall be entitled to rely on the accuracy of information furnished tiiii by the Owner but shall exercise proper precautions relating to the safe performance of the Work. 2.2.4 Information or services required of the Owner by the Contract Documents shall he furnished by the Owner with reasonable promptness. My other information or services relevant to the Contractor's performance of the Work under the id Owners control shall be furnished by the Owner after receipt from the Contractor of a written request for such information or services 22.8 Unless otherwise provided in the Contract Documents, the Contractor will be furnished,free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. a 2.3 OWNER'S RIGHT TO STOP THE WORK r 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity,except to the extent required by Subparagraph 6.1.3 3 ii 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 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 a or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second written notice to correct such deficiencies within a three-day period.If the Contractor within such three-day period after receipt of such second notice fails to commence and continue to correct any deficiencies, the Owner limy,without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due,the Contractor the reasonable cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's additional services made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts,the Contractor shall pay the difference to the Owner. tnt pp IIY ARTICLE 3 CONTRACTOR 3.1 GENERAL ;s. 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract id Documents as if singular in number. The term "Contractor"means the Contractor or the Contractor's authorized.representative. 3,1.2 The Contractor shall perform the Work in accordance with the Contract Documents. tit i ALA INSTITUTE, ARCHITECTS, LCONEW OCON W.. W FOR CONSTRUCTION D.C.IUN 66.522. TION-AEA COPYRIGHT photocopying pyig vulates N iiiS cop yrig t laws OF .Win 813 .et 1735 la or to YORK AVENUEcuion NasGTOv, D. :Aoduced with WARNING:n UnWe AIA a phot«e erg dFU.S. copyright lnws and o expiration t the violator legal prosecution This document was electronically produced cosh percussion of the AIA and can be reproduced without violation until the date of xpvation as noted below. 4 Electronic Format A201-1997 4 User Document: 91A101.CON-- 10/16/1999. MA License Number 112717,which expires on 4/30/2000—Page#12 : W s 3.1.3 The Contractor shall not be reliev=edof obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons of her than the Contractor. ti 32 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 3.2.1 Since the Contract Documents are complementary, before starting each portion of the Work, the Contractor shall carefully study and compare the various Drawings and other Contract Documents relative to that portion of the Work as well as • the information furnished by the Owner pursuant to Subparagraph 12.3, shall take field measurements of any existing conditions related to that portion of the Work and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating construction by the Contractor and are not for the purpose of discovering error, omissions. or �. inconsistencies in the Contract Documents; however- any errors, inconsistencies or omissions discovered by the Contractor shall be reported promptly to the Architect as a request for information in such form as the Architect may require. • 32Any design Adesign errors or omissions noted by the Contractor during this review shall be reported promptly to the Architect. but it is reeog,nized.that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional unless otherwise specifically provided in the Contract Documents. The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws, statutes,ordinances, building codes, and rules and regulations. r but any nonconformity discovered by or made known to the Contractor shall be reported promptly to the Architect. 3.2.3 If the Contractor believes that additional cost or time is involved because of clarifications or instructions issued by the Architect in response to the Contractor's notices or requests for information pursuant to Subparagraphs 3.2.1 and 3.2 , the Contractor shall make Claims as provided in Subparagraphs 4.3.6 and 4.3.7 If the Contractor fails to perform the obligations of Subparagraphs 3.2.1 and 3.22,the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. The Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents or for differences between field measurements or conditions and the Contract Documents tin1e.&S the Contractor recognized such error, inconsistency,omission or difference and knowingly failed to report it to the Architect, 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor r shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give ether specific instructions concerning these matters, If the Contract Documents give specific instructions concerning construction means, methods. techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and,except as stated below,shall be olt fully and solely responsible for the jobsite safety o£such means,methods,techniques,sequences or procedures.If the Contractor determines that such means, methods, techniques, sequences or procedures may not be safe, the Contractor shall give timely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further written yy instructions from the Architect. If the Contractor is then instructed to proceed with the required means, methods, techniques, sequences or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely responsible for any resulting lass or damage. ow 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for or on behalf of the Contractor or any of its Subcontractors. 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. NW 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Documents. the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery,water, heat,utilities, transportation,and other facilities and services "It necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Si AtA DOCUMENT A2a1-GENERAL.CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN Pismo OP ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006,5292. WARNINri- Unlicensed photocopying violates G.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as rioted below. Electronic Format A201-1997 User Document: 97A201.CON-- 10/1611999. AIA License Number 112717.which expires on 4/30/2000 --Page#13 it 4 3.4.2 The Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order. "d 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned 'S to them. 3.5 WARRANTY 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not A executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment 4 3.6 TAXES 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor which are legally enacted when bids are received or negotiations concluded- whether or not yet effective or merely scheduled to go into effect. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees. licenses and inspections necessary for proper execution and completion of the Work ;p which are customarily secured after execution of the Contract and which are legally required when bids are received or 4 sit negotiations concluded. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities applicable to performance of the Work 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be contrary to laws,statutes, ordinances,building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. 3.8 ALLOWANCES 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct,but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. 3.8.2 Unless otherwise provided in the Contract Documents: .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes,less applicable trade discounts: .2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the Li AIA DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING_ Unlicensed photocopying violates U S. copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can beinduced without w p violation until the date of expiration as noted below. Electronic Format A201-1997 User Document:97A201.CON-- 10/16/1999. AIA License Number 112717, which expires on 4/30/2000 --Page#1.4 111 y. allowances; .3 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect(I) the difference between actual costs and the allowances "" under Clause 3.8.2.1 and(2)changes in Contractor's cats under Clause 3.8 2.2. 3.8.3 Materials and equipment tinder an allowance shall be selected by the Owner in sufficient time to avoid delay in the i Work, 3.9 SUPERINTENDENT 4 3.9.1 The Contractor shall employ a competent superintendent and rlecessuuy assistants who shall be in attendance al the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. INN 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3-10.1 The Contractor, promptly after being awarded the Contract,shall prepare and submit for the Owner's and Architect's +4 information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project. shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. 3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of submittals which is coordinated with the Contractor's constriction schedule and allows the Architect reasonable time to review submittals. 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. r 3.11 DOCUMENTS AND SAMPLES AT THE SITE 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications,in good order and marked currently to record field changes and selections made during r construction, and one record copy of approved Shop Drawings, Product Data, Samples and similar required subrmttals. These shall he available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work. t 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or r a Subcontractor, Sub-subcontractor, manufacturer,supplier or distributor to illustrate some portion of the Work. 312.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor'to illustrate materials or equipment for.some portion of the Work. 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.12,4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of their submittal is to demonstrate for those portions of the Work for which submittals are required by the Contract Documents the way r by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents.Review by the Architect is subject to the limitations of Subparagraph 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals which are not required by the Contract Documents may be retuned by the,Architect without action. • 3.12.8 The Contractor shall review for compliance with the Contract Documents, approve and submit to the Architect Shop h AIA DOCUMENT A20 I-GENERAL CONDITIONS OP THE CONTRACT FOR CONSTRUCTION-1991 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN INS&'TUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NV., WASHINGTON, D.C. 200064292. WAaNiNG: Unlicensed photocopying violates CIS, copyright laws and will subject the violator to legal proaecutimt This document was electronically produced with pmmission of the AIA and can be reproduced without violation until We date of expiration as noted below. Electronic Format A201-1997 User Document: 97A201.CON-- 10/16/1999. AIA License Number t 12717, which expires on 4/30/2000--Page 415 • Drawings,Product Data,Samples and similar submittals required by the Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. Submittals which are not marked as reviewed for compliance with the Contract Documents and approved by the Contractor may be returned by the Architect without action. 3.12.6 By approving and submitting Shop Drawings,Product Data,Samples and similar submittals,the Contractor represents g that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or i will do so, and has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review a of Shop Drawings, Product Data. Samples or similar submittals until the respective submittal has been approved by the Architect. 3.12.8 The Work shall be in am-at-dance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data. Samples or similar submittals unless the Contractor has specifically informed the Architect in wnting of such deviation at the time of submittal and(1)the Architect has given written approval to the specific deviation as a minor change in 11 the Work, or(2)a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architects approval thereof 3,12.9 The Contractor shall direct specific attention,in writing or on resubmitted Shop Drawings,Product Data, Samples or 'Ss similar submittals, to revisions other than those requested by the Architect on previous submittals_ In the absence of such i written notice the Architects approval of a resubmission shall not apply to such revisions. 3.12.10 The Contractor shall not be required to provide professional services which constitute the practice of architecture or 1.1 engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences and procedures The Contractor shall not be required to provide professional services in 'p violation of applicable law. If professional design services or certifications by a design professional related to systems, materials a or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall cause such services or certifirarions to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculation< specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to the Architect The Owner and the Architect shall be entitled to rely upon the adequacy, ii accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided the Owner and Architect have specified to the Contractor all performance and design criteria that such services must satisfy. Pursuant to this Subparagraph 3.12.10, the Architect will review, approve or take other appropriate action on submittals only ty for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents The Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. 3.13 USE OF SITE 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3.14 CUTTING AND PATCHING 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts ., fit together properly- 3.14,2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the . AINS INSTIDOCUMENTTUTE RCHIAdOliT CTS, 1 35CONDITIONS AVE CONTRACT TOR NG ON D.tl 20-I9a EDITION-AinCOPYRIGHT p1999 pTHE vNlHLCA5, cop rig t lasOF iwCHPICi S iola or NEW YORKpr .4«iita, NAV., WASwNGSOti, icaHC produced 2.with WARNING:on Unithe AlAea pcan he reproduced violate,hoot violation Inas and o expiration xpiry the asnoted h legal proxenutien.This document was electronically produced.vI9�pemuaaion of the AtA and can he ieprodi ced w�IDnti ,l violation until the date fen" r naznoted below. Electronic Format A201-1997 Y1 User Document 97A201.CON— 10/16/1999.AIA License Number 112717,which expires on 4/30/2000--Page it 16 steJ a. Owner or separate contractors by cueing,patching or otherwise altering such construction, or by excavation. The Contractor shall not cut or ot'herwis'e alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor:such consent shall not be unreasonably withheld_The Contractor shall not unreasonably w withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering'the Work. 3.15 CLEANING UP 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish ▪ caused by operations under the Contract. At completion of the Work, the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. • 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and the cost thereof shall be charged to the Contractor. 3.16 ACCESS TO WORK ▪ 3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. .. 3.17 ROYALTIES, PATENTS AND COPYRIGHTS 3.17.1 The Contractor shall pay all royalties and license fees_The Contractor shall defend suits or claims for infringement of copyrights arid patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be s responsible for such defense or loss when a particular design,process or product of a particular manufacturer or manufacturers is required by the Conrad Documents or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall he responsible for such loss unless such information is promptly fnrrdshed to the Architect. 3.18 INDEMNIFICATION 9r 3.18.1 To the fullest extent permitted by law and to the extent churns,damages,losses or expenses are not covered by Project Management Protective Liability insurance purchased by the Contractor in accordance with Paragraph I1.3. the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them r 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 a 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. Such obligation shall not he construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph 3.18. 3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by sn employee of the Contractor. a Subcontractor,anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Subparagraph 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or yr benefits payable by or fox the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT 4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term '.Architect' means the Architect or the Architect's authorized representative. w 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be w Ala DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1999 EDITION-.NA-COPYRIGHT 1997-THE.AMERICAN LNSCYTtJTE OF ARCHITECTS, 1735 NEW YORK AVENUE NAY., WASHINGTON, D.C. 20006-5292. WARNJNO Unlicensed photocopying viontes O.S. copyright Iowa and will subject the violator to legal prosecution, This document was electronically produced with pnmdssion of the AIA and can be reproduced without violation until the date of expiration as noted below_ -. Electronic Format A201-1997 User Document: 97A701.CON -- 10/16/1999. AIA License Number 112717, which expires on 4/30/2000 --Page 417 M unreasonably withheld 41.3 If the employment of the Architect is terminated, the Owner shall employ a new Architect against whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the former Architect. 4.2 ARCHITECTS ADMINISTRATION OF THE CONTRACT 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents, and will be an Owner's representative(1) during constriction, (2)until final payment is due and (3)with the Owner's concurrence,from time qt to time during the one-year period for correction of Work described in Paragraph 12.2. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified in writing in accordance with other provisions of the Contract. 4.2.2 The Architect, as a representative of the Owner, will visit the site at intervals appropriate to the stage of the Contractor's operations(1)to become generally familiar with and to keep the Owner informed about the progress and quality of the portion of the Work completed, (2) to endeavor to guard the Owner against defects and deficiencies in the Work, and(3) to .y? determine in general if the Work is being performed in a manner indicating that the Work, when fully completed, will be in dai accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work'. The Architect will neither have control over or charge of, nor be responsible for, the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents,except as provided in Subparagraph 3.3 1. 4.2.3 The Architect will not be responsible for the Contractors failure to perform the Work in accordance with the requirements of the Contract Documents, The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing 4 portions of the Work. 4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct conununications have been specially authorized, the Owner and Contractor shall endeavor to communicate with .4 each other through the Architect about matters arising out of or relating to the Contract. Conununications by and with the lb Architect's consultants shall be through the Architect. Conununications by and with Subcontractors and material suppliers.shall be through the Contractor_Communications by and with separate contractors shall be through the Owner. 4.2.8 Based on the Architect's evaluations of dee Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect will have authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall id give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees,or other persons or entities performing portions of the Work. 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples,but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents, The Architect's action will be taken with such reasonable promptness as to cause no delay in the Work or in the activities of the Owner, Contractor or separate contractors, while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating _p instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as 4 required by the Contract Documents_ The Architect's review of the Contractors submittals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12.The Architect's review shall not constitute approval of safety precautions or, d ASA DOCUMENT REN NEYOSOFT6ICONTRACT FOR CONSTRUCTION-]9W mum si -COPYRIGHT ocWISE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NWASHINGTON, D. , 2Ood6bd , WARNING: theiensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution,This document was elewonisally produced with permission of the AlA and can be reproduced Oom violation until the date of expiration xsnoted colon111. Electronic Format A201-1997 User Document: 97A201.CON-- 10116/1999, AIA License Number 112717, which expires on 4/30/2000—Page#18 y r SOF unless otherwise specifically stated by the Architect,of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of winch the item is a component. 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in Ali the Work as provided in Paragraph 7.4. 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final '^ completion, will receive and forward to the Owner, for the Owners review and records, written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 4 4.2.10 If the Owner and Architect agree. the Architect will provide one or more project representatives to assist in carrying out the Architects responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. 4.2.11 The Architect wall interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor, The Architect's response to such requests will be made in wo writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreement is made concerning the time within which interpretations required of the Architect shall be furnished in compliance with this Paragraph 4 2, then delay shall not be recognized on account of failure by the Architect to furnish such interpretations until 15 days after written request is made for them. 4.2.12 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 initial decisions. WI 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 so rendered in good faith. r 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents, 4.3 CLAIMS AND DISPUTES on 4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term "Claim' also includes other disputes and matters in question between the Owner and Contractor arising out of or ++ relating to the Contract. Claims must be initiated by written notice_The responsibility to substantiate Claims shall rest with the party making the Claim. y� 4.3.2 Time Limits on Claims. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. Claims must be initiated by written notice to the Architect and the other party. 4.3.3 Continuing Contract Performance. Pending final resolution of a Claim except as otherwise agreed in writing or as provided in Subparagraph 9 7.1 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents_ • 4,3.4 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally 41/1 recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions. The Architect will promptly investigate such conditions and, if they differ materially rw and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work. will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the y /dA DOCUMENTA.201-GENERAL CONDITIONS OFTHE CONTRACT FOR CONSTRRUCTION-1999 EDITION.ASA'COPYRIGHT 1999-THE AMERICAN INSTITUTE, OF ARCHITECTS, 1735 NEW YORK AVENUE NWT WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legit prosecution.This doe mem was electronically produced with percussion the AIA and can be reproduced without violation until the date orexpiration as noted below. Electronic Format A201-1997 Oxer Document: 97A201.CON— 10116/1999_MA License Number 112717,whtich expires on 4Y3012000--Page pig No conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall so notify the Owner and Contractor in writing, stating the reasons. Claims by either party in opposition to such determination must be made within 21 days after the Architect has given notice of the tom' decision. If the conditions encountered are materially different, the Contract Sum and Contract Time shall be equitably ■ adjusted, but if the Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time. the adjustment shall be referred to the Architect for initial determination, subject to further proceedings pursuant to Paragraph 4.4. 4.3.6 Claims for Additional Cost If the Contractor wishes to make Claim for an increase in the Contract Sum. written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating s to an emergency endangering life or property arising under Paragraph 10.6. i 4.3.6 If the Contractor believes additional cost is involved for reasons including but not limited to (1) a wrmen interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a 1 written order for a minor change in the Work issued by the Architect. (4) failure of payment by the Owner, (5) termination of the Contract by the Owner.(6)Owner's suspension or(7)other reasonable grounds, Claim shall be filed in accordance with this Paragraph 4.3. 4.3.7 Claims for Additional Time S 4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time,written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary. S 4.3.7.2 if adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data "! substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated and j had an adverse effect on the scheduled construction. 4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery.The notice shall provide sufficient detail to enable the other party to investigate the matter. 4.3.9 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally i contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims against each other for consequential S damages arising out of or relating to this 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, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either party's termination in accordance with Article 14 Nothing contained in this Subparagraph 4.3.10 shall be deemed to preclude an award of liquidated direct damages,when applicable,in accordance with the requirements of the Contract Documents. 4.4 RESOLUTION OF CLAIMS AND DISPUTES u 4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the Architect but excluding those 4,1 AIA DOCUMENT A20I-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-AIA-COPYRIGHT 1999THE AMERICANid INSTITUTE OF ARCII1TECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the MA and can be reproduced without violation until the date of expiration as noted below. ? Electronic Format A201-1997 .■i User Document 97A201.CON -- 10/16/1999. MA License Number 112717,which expires on 4/30/2000—Page#20 it arising under Paragraphs 10.3 through 10.5, shall be referred initially to the Architect for decision. An initial decision by the Architect shall be required as a condition precedent to mediation, arbitration or litigation of all Claims between the Contractor and Owner arising prior to the date final payment is due, unless 30 days have passed after the Claim has been referred to the Architect with no decision having been rendered by the Architect. The Architect will not decide disputes between the Contractor and persons or entities other than the Owner. 4.4.2 The Architect will review Claims and within ten days of the receipt of the Claim take one or more of the following a} actions: (I) request additional supporting data from the claimant or a response with supporting data from the other party, (2) reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5) advise the parties that the Architect is unable to resolve the Claim if the Architect lacks sufficient information to evaluate the merits of the Claim or if the •n Architect concludes that, in the Architect's sole discretion, it would be inappropriate for the Architect to resolve the Claim. 4.4.3 In evaluating Claims, the Architect may, but shall not be obligated to, consult with or seek information from either parry or from persons with special knowledge or expertise who may assist the Architect in rendering a decision. The Architect 04 may request the Owner to authorize retention of such persons at the Owners expense. 4.4.4 If the Architect requests a party to provide a response to a Claim or to furnish additional supporting data. such party r shall respond, within ten days after receipt of such request,and shall either provide a response on the requested supporting data, advise the Architect when the response or supporting data will be furnished or advise the Architect that no supporting data will be furnished. Upon receipt of the response or supporting data, if any, the Architect will either reject or approve the Cairn in whole or in part. 4.4.5 The Architect will approve or reject Claims by written decision, which shall state the reasons therefor and which shall notify the parties of any change in the Contract Sum or Contract Time or both. The approval or rejection of a Claim by the Architect shall be final and binding on the parties but subject to mediation and arbitration. 4.4.6 When a written decision of the Architect states that (1) the decision is final but subject to mediation and arbitration y� and (2)a demand for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making the demand receives the final written decision,then failure to demand arbitration within said 30 days'period shall result in the Architects decision becoming final and binding upon the Owner and Contractor. if the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence,but shall not supersede arbitration proceedings unless the decision is acceptable to all parties concerned. 4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, the Architect or the Owner may, but is not iL obligated to, notify the surety_ if any, of the nature and amount of the Claim. If the Claim relates to a passibility of a Contractor's default, the Architect or the Owner may, but is not obligated to. notify the surety and request the surety's assistance in resolving the controversy. 4.4.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the Claim by the Architect,by mediation or by arbitration, a 4.5 MEDIATION 4.5.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic effect and except those waived 40 as provided for in Subparagraphs 4.3.10, 9.10.4 and 9,10.5 shall, after initial decision by the Architect or 30 days after submission of the Claim to the Architect, be subject to mediation as a condition precedent to arbitration or the instimtiou of legal or equitable proceedings by either party. 4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect Request for mediation shall be filed in writing with the other party to the Contract and with the American Arbitration tr Association, The request may be made concurrently with the filing of a demand for arbitration but, in such event, mediation shall proceed in advance of arbitration or legal or equitable proceedings, which shall be stayed pending mediation for a period y AIA DOCUMENTA2a1.GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997EDITION-Aid-COPYRIGHT 1997-'ME AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE ',QTY, WASHINGTON, D.C. 20006-5292. WARNING:'edicensed photocopying vlemtes U.S. copyright laws and will subject the violator to legal prosecution This document was electronically produced with omission of the AIA and can be reproduced without violation until the date of expiration as noted bele`. Electronic Fomlal A201-1997 User Document: 97A201.CON-- 10/16/1999. AlA License Number 112717,which expires on 4/30/2000 --Page 021 114 of 60 days from the dale of filing, unless stayed for a longer period by agreement of the parties or noun order 4.5.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where n' the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof 4,6 ARBITRATION !O 4.6.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic effect and except those waived as provided for in Subparagraphs 4.3.10, 9.10 4 and 9.105, shall, after decision by the Architect or 30 days after submission of ,u the Claim to the Architect, be subject to arbitration. Prior to arbitration, the parties shall endeavor to resolve disputes by mediation in accordance with the provisions of Paragraph 4.5, SS 4.6.2 Claims not resolversby mediation shall be decided by arbitration which, unless the parties mutually agree otherwise. '.11 shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect. The demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association,and a copy shall be filed with the Architect, 4.8.3 A demand for arbitration shall be made within the time limits specified in Subparagraphs 4,4.6 and 36,] as applicable,and in other cases within a reasonable time after the Claim has arisen, and in no event shall it be made after the date when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute of limitations as determined pursuant to Paragraph 13,7. 4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract shall include, by consolidation or joinder or in any other manner, the Architect, the Architect's employees or consultants, except by written consent containing specific reference to the Agreement and signed by the Architect, Owner, Contractor and any other person or entity sought to be joined_ No arbitration shall include,by consolidation or joinder or in any other manner, parties other than Al the Owner, Contractor, a separate contractor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration. No person or entity other than the Owner, Contractor or a separate contractor as described in Article 6 shall be included as an original third party or additional third party to an arbitration whose interest or responsibility is insubstantial. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a Claim not described therein or with a person or entity ii not named or described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof 4,6.5 Claims and Timely Assertion of Claims. The party filing a notice of demand for arbitration must assert in the n demand all Claims then known to that party on which arbitration is permitted to be demanded. 4,6.6 Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. ARTICLE 5 SUBCONTRACTORS 5,1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site, The term 'Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate 3 contractor or subcontractors of a separate contractor. 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub-subcontractor' is referred to throughout the Contract Documents as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub-subcontractor. k. AIA ITUTE OF ARCHITECTS, 1135 NEW YOS Oc THE COAVENUE FOR CNGTO , D.C..ON-19972 E2, WARTION AIA-COPYRIGHT otoc-ying AMERICAN U.S coyrhla AwCffi'iEC. inl NEA' YORKeVHHL cNW_cwdwmYhY, D3roduced eARNiWe AIA photocopying be reproduced US copyrightlaws and o'expiration at the violator to legal proserutioa'llils document was electronically produced with permission of the AIA and can be without violation until the date ofexplraaion as noted below. yttca Electronic Format A201-1997 User Document: 97A201.CON-- 10/16/1999. AlA License Number 112717,which expires on 4/30/2000 --Page 4122 Id IN 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements. the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design)proposed for each principal portion of the Work. The Architect will promptly reply to the Contractor in writing stating whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person Or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. ti 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner Or Architect has made reasonable and timely objection.The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor t+ was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract:Pune shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitute. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By appropriate agreement written where legally required for validity, the Contractor shall require each Subcontractor. to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof wilt not prejudice such rights,and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all tights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where h1" appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor,prior to the execution of the subcontract agreement, copies of the Contract Documents io which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to ✓ the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors. rior 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Paragraph 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor and Contractor in writing,and r .2 assignment is subject to the prior rights of the surety,if any,obligated under bond relating to the Contract. 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. • ARTICLE 6CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS AIA VOC6NENT A2OI a3ENEnn.L CONDITIONS OF 1T1E CONTRACT FOR CONSTRUCTION-199712131110N AMA-COPYRIGHT 1997-1HEAMERICAN P.aSTP70TE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violater U.S. mpynght laws and will subject the violator to Legal prosecution.This document soma electronically produced with pe.mis ion of the,AIA and can be reproduced without violation until the dam of expiration as noted below. Y Electronic Format A201-1997 User Document: 97A20LCON-- l0/16/1999. .A[A License Number 112717,which expires on 4}30/2000--Page#23 r 6,1.1 The Owner resents 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 or other construction or operations on the site .a under Conditions of the Contract identical or substantially similar to those including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner. the Contractor shall make such Claim as provided in Paragraph 4.3. 6.1.2 When separate contracts are awarded for different portions of the Project or other construction Or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner-Contractor Agreement. 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other separate .T contractors and the Owner in reviewing their construction schedules when directed to do so. The Contractor shall make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Other until subsequently revised. 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to a the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights which apply to the Contractor under the Conditions of the Contract, including, without excluding others, those stated in h Article 3, this Article 6 and Articles 10, 11 and 12. it 6.2 MUTUAL RESPONSIBILITY t 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of 3 their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. q 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner id or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separate contractor's 11, completed or partially completed construction is fit and proper to receive the Contractors Work, except as to defects not then reasonably discoverable. 6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner which are payable to a separate contractor because of delays, improperly timed activities or defective construction of the Contractor. The Owner shall be responsible to the Contractor for costs incurred by the Contractor because of delays, improperly timed activities, damage to the Work or defective construction of a separate contractor. 4 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.25. 6,25 The Owner and each separate contractor shall have the same responsibilities for caning and patching as are described for the Contractor in Subparagraph 3.14. i 6.3 OWNERS RIGHT TO CLEAN UP 6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK 7.1 GENERAL 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract,by AIAI70CUUENT A2ol-oENEwALCONDITIONS OaTHECONTRACTrFOR C:ONST, DC. N01962EDITION-A;A.COPcnseH photocopying tai U.S. INSTITUTE OF ARCHITECTS. I735 NEW YORK AVENUE N.W., WASHINGTON, DC '200dGS292. WARNING: Unlicensed canbe reproduced viotdles C copyright laws and will subject the violator to legal prosecution.' his document wxv electronically produced with permission of the AlA and can be rewithout violation until the date of expiration as noted below. g Electronic Format A201-1997 User Document: 97A201.CON-- 10/16/1999.AlA License Number 112717,which expires on 4/30/2000—Page#24 til yr Change Order,Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor an order for a minor change in the Work may be issued by the Architect alone. > 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work 7,2 CHANGE ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect. stating their agreement upon all of the following: r .1 change ill the Work; ✓ .2 the amount of the adjustment,if any,in the Contract Sum, and .3 the extent of the adjustment,if any, in the Contract Time. r 7.2.2 Methods used in determining adjustments to the Contract Sum may include those listed in Subparagraph 7.3.3. 7.3 CONSTRUCTION CHANGE DIRECTIVES • 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect. directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both.The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general it scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. lin 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum,the adjustment shall be based on one of the following methods. w .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation: sr .2 unit prices stated in the Contract Documents or subsequently agreed upon; ,3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fined or percentage feeor .4 as provided in Subparagraph 7.3.6. r 7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. 7.3,8 A Construction Change Directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. Y AIA DOCUMENTA201-0ENERAL CONDITIONS(*THE CONTRACT FORCONSrRUCION s 1997 EDITION.AIA.COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON_D.0 20006-5292. WARNING Unlicensed photocopying violates U.S. copyright hws and will subject the violater to legal prosecution,Ttia document was elecRonically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted blow. Electronic'Format A201-1997 User Document: 97A201.CON— 10/16/1999. AiA License Number 112717,which expires on 413012000--Page 025 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum,a reasonable allowance p for overhead and profit. In such case, and also under Cause 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents,costs for the purposes of this Subparagraph'7.3.6 shall be limited to the following: .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers'compensation insurance, ii .2 costs of materials, supplies and equipment, including cost of transportation,whether incorporated or consumed: .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others: .4 costs of premiums for all bonds and insurance, permit fees,and sales,use or similar taxes related to the Work', and a .5 additional costs of supervision and field office personnel directly attributable to the change. 7.37 The anmunt of credit to be allowed by the Contractor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change,the allowance for overhead and profit shall be figured on the basis of net increase,if any, with respect to that change. 7.3.8 Pending final determination of the total cost of a Construction Change Directive to the Owner, amounts not in dispute for such changes in the Work shall be included in Applications for Payment accompanied by a Change Order indicating the parties'agreement with pan or all of such costs. For any portion of such cost that remains in dispute,the Architect wilt make an interim detennination for purposes of monthly certification for payment for those costs. That determination of cosi shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a claim in le accordance with Article 4. 7,3.9 When the Owner and Contractor agree with the determination made by the Architect concerning the adjustments in ill the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and shall be recorded by preparation and execution of an appropriate Change Order. 7.4 MINOR CHANGES IN THE WORK 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders ifs promptly. AiARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the g Contract Documents for Substantial Completion of the Work. 8,1.2 The date of commencement of the Work is the date established in the Agreement. 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 9.8. AlA ACM-GENERALCONDITIONSTHEN CONTRACTCONSTRUCTION EDITION-AIA-COPYRIGHT 1997 i AMERICAN o ITUTE OE ARCHITECTS, i73NEW YORK AVENUE .W. WASHINGTON,OTON. icall 20006-52 92. WARNING; Unlicensed photocopying udtrvs US. copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission oPme MA and can be reproduced wNhout violation until the date of expiration as noted below. Electronic Format A20 -1997 User Document: 97A20LCON -- 10/16/1999. AlA License Number 112717,which expires on 4/30/2000--Page 426 .r 8.1.4 The term 'day'as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 8.2 PROGRESS AND COMPLETION +e 8.2,1 Time limits stated in the Contract Documents are of the essence of the Contract, By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work yr 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article I1 to he furnished by the Contractor and Owner. The date of commencement of the Work shall not be changed by the effective date of such insurance. Unless the date of commencement is established by the Contract Documents or a notice to proceed given by the ▪ Owner, the Contractor shall notify the Owner in writing not less than five days or other agreed period before conunencicg the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. r 8.2.3 'The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 1f the Contractor is delayed at any time in the commencement or progress of the Work by an ad or neglect of the Owner or Architect, or elan employee of either,or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes,fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's Y' control, or by delay authorized by the Owner pending mediation and arbitration, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Paragraph 4.3. 8.3.3 This Paragraph 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents_ r ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by • the Owner to the Contractor for performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment,the Contractor shalt submit to the Architect a schedule of values allocated to as various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Architect may require_ This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. spi 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date established for each progress payment,the Contractor shall submit to the Architect an yr itemized Application for Payment for operations completed in accordance with the schedule of values_ Such application shall be notarized, if required, and supported by such data substantiating the Contractors right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers,and reflecting retainage if provided for in the Contract Documents, ON 9.3.1.1 As provided in Subparagraph 7.3.8, such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, .r but not yet included in Change Orders. Y AIA DOCUMENT A2 -GEN`sR4LcoNomo<8OFTHECONTRACT FOR CONSTRUCTION-1997 EDITION.,MA COPYRIGHT 1997-'THE AMERICAN INSTITUTE OE ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, Dc.20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the Nota-to legal groan-Minn. This document was electronically produced wi h permission of the AIA and can be reproduced without violation until the date of expiration as noted below_ Electronic Format A201-1997 User Document. 97A201.CON-- 10/15/1999_Al A License Number 112717,which expires on 4/3012000-..Page 427 9.3.1.2 Such applications may not include requests for payment for portions of the Work for which the Contractor does not intend to pay to a Subcontractor or material supplier. unless such Work has been performed by others whom the Contractor intends to pay. v 9.3.2 Unless othenvise provided in the Contract Documents,payments shall be made on account of materials and equipment delivered and suitably stored at the site Mr subsequent incorporation in the Work. if approved in advance by the Owner, _ payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest,and shall include the costs of applicable insurance,storage and transportation to the site for such materials and equipment stored off the site:. 9.3.3 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. 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 encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor,materials and equipment relating to the Work. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, 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 as provided in Subparagraph 9.5.1. y 94.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner,based on the it Architect's evaluation of the Work and the data comprising the Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Architect's knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the. Si Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment will not be a representation that the ' Architect has(I) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment, or(4)made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the j Contract Sum 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect Si the Owner,if in the Architect's opinion the representations to the Owner required by Subparagraph 9.4,2 cannot be made_If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Subparagraph 9.4.1, If the Contractor and Architect cannot agree on a revised amount, the Architect.will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate tis Payment or, because of subsequently discovered evidence,may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in iV Subparagraph 3,32,because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable HADOCUlOACM-GENERAL35NETEEN CONSTRUCTION % t- N -COPYRIGHT 1991 AMERICAN h ENSITUTEOF ARCHITECTS, RCHS, 1735 NEW YORK AVENUE NW,, WASHINGTON. .C. 20006-52 92.. WARNING: Unlicensed potce ymg ulatrcioynignt tawt and wl subject the violator to toga{prosecution..ss document was electronically produced with permission of ne NlA and can he reproduced without violation until the date of expiration as noted .t nnmwail. Electronic Format A201-1997 User Document 97A201.CON— 10116/1999,AIA License Number 112717,which expires on 4/30/2000--Page fait Y to the Owner is provided by the Contractor: .3 failure of the Contractor to make payments properly to Subcontractors or for labor,materials or equipment .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sump. .5 damage to the Owner or another contractor; re .6 reasonable evidence that the Work will not he completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or NO .7 persistent failure to carry out the Work in accordance with the Contract Documents. 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. 9,6 PROGRESS PAYMENTS y 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents,and shall so notify the Architect 9.6,2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make •+ payments to Sub-subcontractors in a similar manner. 9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. 9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor except as may otherwise be required by law_ 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9.6 2, 9.6 3 and r 9.6.4 9.6.6 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 Contract Documents. trio 9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for ▪ those Subcontractors or suppliers who performed Work or furnished materials, or both, wider contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, shall create any fiduciary liability or tort liability on the pad of the Contractor ▪ for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. 9.7 FAILURE OF PAYMENT "'t 9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Architect or awarded by arbitration, then the Contractor +� may, upon seven additional days'written notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount MA DOCUMENT A201-GENERAL CONDITIONS OF I HE CONTRACT FOR CONSTRUCTION 1997 EDITION-A!A'COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON. D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. cometght laws and will subject the violator is legal prosecution. MD document was eiearonucaily produced with permission of the AKA and can be,produced without violation until the date of expiration as noted below_ Electronic Format A201-1997 User Document: 97A201.CON-- 10/16/1999. MA License Number 112717,which expires on 4/30/2000--Page#29 of the Contractor's reasonable costs of shot-down,delay and start-up,plus interest as provided for in the Contract Documents. 9.8 SUBSTANTIAL COMPLETION 1111 92.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. 9,8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed 0, or corrected prior to final payment Failure to include an item on such list does not alter the responsibility of the Contractor to r complete all Work in accordance with the Contract Documents. 9,8.3 Upon receipt of the Contractors list, the Architect will make an inspection to determine whether the Work or of designated portion thereof is substantially complete If the Architect's inspection discloses any item,whether or not included on the Contractor's list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can a occupy or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before issuance of the :1'6, Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. in such case, the Contractor shall then submit a Request for another inspection by the Architect to determine Substantial Completion. 9,8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work and insurance,and shall fix the time within which 14 the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents 4 shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance and consent of surety, if any, the Owner shall make payment of retainage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. i7I 9,9 PARTIAL OCCUPANCY OR USE 9.9,1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer as required under Clause 11,4.1.5 and authorized by public authorities having ituisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete,provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, heat, Ell utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. Consent of the iiii Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. 9,9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. S 9,9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. ■ 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a fined AIA DOCUMENT A2OI-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, -6994 EDITION-ANA-Unlicensed COPYRIGHT 1997'THE.L ERiCAN CASriT11E OF will su'ECTS, 173S NEW YORK AVENUE V W., mens wNfTOti, D.C.DC 20006-5292.oduceWARNING. UnaLmssed pcolc:erre rg malars U.S. copyright laws and whit sexieol the s motor be legal prosecution.Tiffs document was electronically produced with permission of Ma AIA and can he reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 User Document: 9'7A201.CON-- 10/16/1999. AIA License Number 112717,which expires on 413 012000--Page#30 I Application for Payment, the Architect will promptly make such inspection and when the Architect finds the Work acceptable r under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge. information and belief and on the basis of the Architect's on-site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and r that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Subparagraph 9.19.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. r 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (I) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property aught be responsible or encumbered(less amounts withheld by Owner) have been ✓ paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3)a written statement that the Contractor knows of no substantial reason that the insurance will ✓ not be renewable to cover the period required by the Contract Documents, (4)consent of surety.if any,to final payment and(5), if required by the Owner,other data establishing payment or satisfaction of obligations,such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be r designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made,the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys'fees, 9.10.3 lf, atter Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon ✓ application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the written consent r of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall he made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims, w 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from. .1 liens, Claims,security interests or encumbrances arising out of the Contract and unsettled: w .2 failure of the Work to comply with the requirements of the Contract Documents: or .3 terms of special warranties required by the Contract Documents, • 9.10.5 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 4 for Payment. SO ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. r 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent y, damage,injury or loss to: r rUA DOCUMENT A201-GENERALCONDEFIONS Of THE CONTRACT FOR CONSTRUCTION-1997 EDITION.MA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N W., WASHINGTON, D C. 20006-5292. WARNING: Unlicensed photocopying violates U S. copyright laws and will subject the violater to legal prosecution This document was electonitally produced with permission of the AIA and oto,be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 r User Document 97A201.CON- 10/16/1999. Al.A License Number 1127-17,which expires on 4/30,2000--Page 431 • .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site. tinder it care,custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors: and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,pavements, roadways. structures .4 and utilities not designated for removal,relocation or replacement in the course of construction. rY 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of nY public authorities bearing on safety of persons or property or their protection from damage, injury or loss. V 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, jw promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work. the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. illi 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance ey required by the Contract Documents) to property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the i Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.21 3, except damage 4 or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them,or a by anyone for whose acts either of them may be liable. and not attributable to the fault or negligence of the Contractor The foregoing obligations of the Contractor arc in addition to the Contractor's obligations under Paragraph 3.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. i1 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. 10.3 HAZARDOUS MATERIALS I 10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the ill condition to the Owner and Architect in writing. 10.3.2 The Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to verify that it has been rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or a substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work in the affected area shall resume upon written agreement of the Owner and Contractor. The Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut-down, delay and start-up, which adjustments W shall be accomplished as provided in Article 7. AIA DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.1997 EDITION-MA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C.20006-5292. WARNING: Unlicensed photocopying violates U.S. copynght laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 Y User Document. 97A201.CON — 10/16/1999. AIA License Number 112717.which expires on 4/30/2000—Page#32 I 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors. so Architect, Architects 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 in the affected area if in fact the material or substance'presents the risk of bodily injury or death as described in Subparagraph 10.3.1 arid has not been rendered harmless,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) and provided that such damage, loss or expense is not due to the sole negligence of a party seeking indemnity. Ira 10.4 The Owner shall not he responsible under Paragraph 103 for materials and substances brought to the site by the Contractor unless such materials or substances were required by the Contract Documents. os 10.5 If, without negligence on the part of the Contractor, the Contractor is held liable for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and expense thereby incurred. 10.6 EMERGENCIES 10.6.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to r prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase front and maintain in a company or companies lawfully authorized to do business in sit the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them,or by anyone for whose acts any of them may be liable: .1 claims under workers' compensation, disability benefit and other similar employee benefit acts which arc applicable to the Work to be performed; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; • .3 claims for damages because of bodily injury,sickness or disease, or death of any person other than the C'ontractor's employees; so .4 claims for damages insured by usual personal injury liability coverage; .5 claims for damages, other than to the Work itself, because of injury to or destntclion of tangible property, r including loss of use resulting therefrom; .6 claims for damages because of bodily injury, death of a person or property damage arising out of ownership, y maintenance or use of a motor vehicle; .7 claims for bodily injury or property damage arising out of completed operations; and ✓ .8 claims involving contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18. ✓ 11.1,2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or ASA DOCUMENT A20/-GENERAL CONDITIONS OF THE CONTRACT FORCONSTRUCTION-1997 EDITION-AEA-COPYRIGHT I997 THE.AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W, WASHINGTON, D.C. 20005-5292. WARNING: Unlicensed photocopying violates U.C. copvnght laws and will subject the violator to legal praseot tion.This document was electronically produced with permission of the AEA end can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 OW User Document: 97A201 CON-- 10(16/1999. AIA License Number 112717,which expires on 4/3012000--Page 433 ✓ claims-made basis, shall be maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be maintained after final payment. 11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work These certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until 'at least 30 days' prior written notice has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably a available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage on account of revised limits or ,v claims paid under the General Aggregate, or both- shall be furnished by the Contractor with reasonable promptness in A accordance with the Contractor's information and belief. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. ill 11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE 11.3.1 Optionally, the Owner may require the Contractor to purchase and maintain Project Management Protective Liability insurance from the Contractor's usual sources as primary coverage fru the Owner's, Contractor's and Architect's vicarious liability for construction operations under the Contract. Unless otherwise required by the Contract Documents, the Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaining such optional insurance ital coverage, and the Contractor shall not be responsible for purchasing arty other liability insurance on behalf of the Owner The Ili minimum limits of liability purchased with such coverage shall be equal to the aggregate of the limits required for Contractor's Liability Insurance under Clauses 11 1.12 through 11.1.15. 11.3.2 "Co the extent damages are covered by Project Management Protective Liability insurance, the Owner, Contractor and Architect waive all rights against each other for damages, except such rights as they may have to the proceeds of such 71 gy 111 insurance. The policy shall provide for such waivers of subrogation by endorsement or otherwise. 11.3,3 The Owner shall not require the Contractor to include the (inner, Architect or other persons or entities as additional insureds on the Contractor's Liability Insurance coverage under Paragraph 11.1_ S 11.4 PROPERTY INSURANCE 11.4.1 Unless otherwise provided,the Owner shall purchase and maintain,in a company or companies lawfully authorized to 321 do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all-risk" or y equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract modifications and cost of materials supplied or installed by others, comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. Such property insurance shall be maintained_, unless otherwise provided in the Contract .y Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until Mail ilk payment has been made as provided in Paragraph 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Paragraph 11.4 to be covered,whichever is later. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the Project a 11.4.1.1 Property insurance shall be on an "all-risk"or equivalent policy form and shall include,without Iimitation,insurance against the perils of fire(with extended coverage)and physical loss or damage including, without duplication of coverage,theft, at vandalism,malicious mischief, collapse, earthquake,flood,windstorm,falsework,testing and startup, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's and Contractor's services and expenses required as a result of such insured loss. r 11.4.1.2 if the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub-subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so S AIA DOCUMENT A2010ENERAL CONT1mONS Of THE CONTRACT FOR CONSTRUCTION-194+EDITION-AIA-COPYRIGHT 1997 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NM_ WASF4,NGTON, D.C. 20006-5242_ WARNING- Unlicensed photocopying violates US. copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of ilia AIA and can be reproduced without violation twilit the date of expiration as noted hdow_ Electronic Format A201-1997 User Document: 97A201.CON-- 10/16/1999,AIA License Number 112717,which expires on 4/3012000—Page 434 notifying the Contractor in writing, then the Owner shall bear all reasonable costs properly attributable thereto. 11.4.1-3 if the property insurance requires deductibles,the Owner shall pay costs not covered because of such deductibles. ▪ 11.4.1.4 This property insurance shall cover portions of the Work stored off thosite, and also portions of the Work in transit. 11.4,1.5 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence until the insurance company or • companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or B IN reduction of insurance. 11.4,2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final ▪ acceptance by the Owner= this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub-subcontractors in the Work,and the Owner and Contractor shall be named insureds. ✓ 11.4.3 Loss of Use Insurance. The Owner,at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards,however caused.The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other S hazards however caused. 11 A.4 If the Contractor requests in writing that insurance for risks other than those described herein or other special causes of loss be included in the property insurance policy, the Owner shall, if possible,include such insurance,and the cost thereof shall i" he charged to the Contractor by appropriate Change Order. 11.4,5 If during the Project construction period the Owner insures properties, real or personal or both, at or adjacent to Ute y, site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.1.7 for damages caused by fire or other causes of loss covered by this separate property. insurance, All separate policiesshall provide this waiver of ✓ subrogation by endorsement or otherwise. 11.4,6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes • insurance coverages required by this Paragraph 11.4. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire, and that its limits will not be reduced, until at least 30 days' prior written notice has been given to the Contractor. 11.4.7 Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub-subcontractors, agents and employees, each of the other, and (2) the Architect, Architects consultants. imp separate contractors described in Article 6, if any, and any of their subcontractors, sub-subcontractors, agents and employees, for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pursuant to this Paragraph 11.4 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate,shall require of the Architect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontractors, sub-subcontractors, agents and employees of any of them,by appropriate agreements,written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise_ A w waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. r 11.4,8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the �y AtA DOCUMENT ARM-GENERAL CONDITIONS OF THECONaRACI FOR CONSTRUCTION-1997EIDITION-AIA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NNW, WASHINGTON, D.C. 20006-5292. WARNING: Ilricensod photocopying violates U.S. copyright laws and 11 subject the violator to legal prosecution This document was electronically produced with permission of the ASA end cart be reproduced without violation until the date ofexpirationas noted blow. Electronic Format A201-1997 OW User Document: 97A201.CON— 10/16/1999, ,AIA.License Number 11271E,which expires on 4730/2000--Page 405 W Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any appl;able mortgagee clause and of Subparagraph 11.4.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub-subcontractors in similar manner. 11.4.9 If required in writing by a party in interest,the Owner as fiduciary shall, upon occurrence of an insured loss-give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in accordance with such agreement as the parties in interest may reach, or in accordance with an arbitration award in which case the procedure shall be as provided in Paragraph 4.6. If after such loss no other special agreement is made and unless the Owner : terminates the Contract for convenience, replacement of damaged property shall be performed by the Contractor after 116 notification of a Change in the Work in accordance with Article 7. 11.4.19 The Owner as fiduciary shall have power to adjust and settle a toss with insurers unless one of the parties in interest se shall object in writing within five days after occurrence of loss to the Owners exercise of this power,if such objection is made. the dispute shall be resolved as provided in Paragraphs 4.5 and 4.6. The Owner as fiduciary shall, in the case of arbitration, make settlement with insurers in accordance with directions of the arbitrators. If distribution of insurance proceeds by 24 arbitration is required, the arbitrators will direct such distribution. 11.5 PERFORMANCE BOND AND PAYMENT BOND 11.5.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful perfunmance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the dale of execution of the Contract 11.5.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK s 12.1 UNCOVERING OF WORK y; 12,1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must- if required in writing by the Architect, be uncovered for the Architects examination and be x replaced at the Contractor's expense without change in the Contract Time. it 12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to examine prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the C",nutractor if such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order,be at the i Owner's expense. If such Work is not in accordance with the Contract Documents, correction shall be at the Contractor's expense unless the condition was caused by the Owner ora separate contractor in which event the Owner shall be responsible "i' for payment of such costs, a 12.2 CORRECTION OF WORK 12.2,1 BEFORE OR AFTER SUBSTANTIAL COMPLETION 12.2.1.1 The Contractor Shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents,whether discovered before or after Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, including additional testing and inspections and compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense. 12.2.2 AFTER SUBSTANTIAL COMPLETION 12.2.2.1 In addition to the Contractors obligations under Paragraph 3.5, if, within one year after the date of Substantial j Completion of the Work or designated portion thereof or after the dale for commencement of warranties established under Subparagraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is - MA DOCUMENT AM-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1997 EDITION-ALA-COPYRIGHT 1991 "THE AMERICAN INSTPII-TE OF ARCHITECTS, 1735 NEW YORK AVENUE N_W,, w.Asuwc'roh, D.C. 20066-3295_ WARNING: Unlicensed photocopying vioiats U.S. copyright Imus and will subject the violator to,legal prosecution.This document was electronically produced with permission of the AR and can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1997 User Document 97A201.CON-- 10/16/1999. A]A License Number 112717,which expires ml 4/30/2000—Page 436 ■ found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. IF the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect,the Owner may correct it in accordance with Paragraph 2.4. i 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. 12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Paragraph 12.2, r 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents_ 12.2.5 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the one-year period for correction of Work as described in Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to correct the ENO Work,and has no relationship to the time within which the obligation to comply with the Contract'Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. INN 123 ACCEPTANCE OF NONCONFORMING WORK 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will he reduced as appropriate and equitable_Such adjustment shall be effected whether or not final payment has been made. • ARTICLE 13 MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project is located. ▪ 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively hind themselves,their partners,successors, assigns and legal representatives to the other party hereto and to partners, successors,assigns and legal representatives of such other party in respect to covenants WI agreements and obligations contained in the Contract Documents. Except as provided in Subparagraph 13.2 2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract r 13.2.2 The Owner may. without consent of the Contractor, assign the Contract to an institutional lender providing construction financing for the Project In such event, the lender shall assume the Owner's rights and obligations under the Contract Documents.The Contractor shall execute all consents reasonably required to facilitate such assignment. 1.0 13.3 WRITTEN NOTICE 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving notice. MMA'DOCUMENT A7.01-GENERAL CONDITIONSOF'rHE CONTRACT FOR CONSTRUCTION.1997 FWD ION- 9A COPYRIGHT 1997 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENGE N W_ WASHINGTON. D.0 20006-5292. WARNING' Unlicensed photocopying violstes U.S. copyright laws and will subject the violater to kgai prose on.This document was electronically produced with permission of We AIA and can be reproduced without violation until the date of expiration us noted below. Electronic Format A201-1997 User Document 97A201.CON-- 1011611999, ALA license Number 112717,which expires on 4130/2000—Page-,3i w 12.2.2.1 In addition to the Contractors obligations under Paragraph 3.5, if, within one year alter the date of Substantial w Completion or the Work or designated portion thereof or after the date for commencement of warranties established under Subparagraph 9.9.1. or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after ✓ receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the ono-year period for correction of Work, if the Owner Fills to notify the Contractor and give the Contractor an opportunity to make the correction, die Owner waives the rights to require correction by the Contractor and to make a claim for breach of tvarrar,i5 II the Contractor fails to correct nonconforming Work within H reasonable time during that period after receipt or notice from the Owner or Architect, the Owner may correct it in accordance with Paragraph 2.4. Ito 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. is 12,2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Paragraph 12.2. 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of 410 the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12.2,4 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially • completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 12.2.5 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the one-year period for correction of Work as described in Subparagraph 12,2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to OP be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liabitity with respect to the Contractor's obligations other than specifically to correct the Work. Is 12.3 ACCEPTANCE OF NONCONFORMING WORK 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may de so instead of requiring its removal and correction in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ,RTICLE 13 MISCELLANEOUS PROVISIONS - 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project is located. In addition anyNotice to the Owner must also be sent by registered mail or certified mail or delivered in person to the: Assistant Superintendent ntendent of$chpols, Westford Public Schools,35 Town Farm Road,Westford,MA 61880 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners. successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Subparagraph 13.2 neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. N W 13.2,2 The Owner may, without consent of the Contractor, assign the Contract to an institutional lender providing construction financing for the Project. In such event, the lender shall assume the Owner's rights and obligations under the ✓ Contract Documents.The Contractor shall execute all consents reasonably required to facilitate such assignment. 'A DOCUMENT Ala I-GENERAL CONDITIONS OF THE CONTRACT FOR.CONSTRUCTION-1997 EDITION-A A-COPYRIGffr 1997-THE AttsRICAN 1STITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 200065292. WARNING: Unlicensed photocopying violates V.S. copyright laws and will subject the violator to legal prosecution.This document was etcetra%atly produced with permission of the AA and can be reproduced without althon until the date of expiration as noted tidos. Electronic Format A201-1997 4W Page#37 13.4 RIGHTS AND REMEDIES 13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in ry addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 133 TESTS AND INSPECTIONS 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances, Hiles, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing ,.la laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals.The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of tests, inspections or approvals -�11 which do not become requirements until after bids are received or negotiations concluded, i 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection or approval not included under Subparagraph 13.5.1,the Architect will, upon written authorization from the Owner, instinct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs, except as provided in Subparagraph 13.5 3,shall be M the Owners expense. toi 13.5.3 If such procedures far testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the cj portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such ail Uiilure including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense. 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be al secured by the Contractor and promptly delivered to the Architect. 13.5.5 if the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and where practicable,at the normal place of testing. 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable 1 delay in the Work. S 13.6 INTEREST .a 13.6.1 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or,in the absence thereof„ at the legal rate prevailing from time to time at the place where the Project is located, 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD 13.7.1 As between the Owner and Contractor .1 Before Substantial Completion. As to acts or failures to act occurring prior to the relevant date of Substantial ar Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of Substantial Completion; ai .2 Between Substantial Completion and Final Certificate for Payment. As to acts or failures to act occurring subsequent to the relevant date of Substantial Completion and prior to issuance of the final Certificate for r AIA DOCUMENT A101-GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION-1991 EDITION AIA COPYRIGHT 1999-9nE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W, WASHINGTON, D.C. prodb-ed92, WARNING UnlicensedWA photocopying eau be iviolates ti S. copyright laws and will subject the violator to legal prosecution.'Ibis document was electronically produced with permission of the AIA and eau be reproduced without violation until the date of expiration as noted below, Electronic Format A201-1997 a User Document 97A201.CON -- 10/16/1999. MA License Number 112717, which expires on 4130/2000--Page#38 a r Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment:and r" .3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date of issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to w act by the Contractor pursuant to any Warranty provided under Paragraph 3 5, the date of any correction of the Work or failure to correct the Work by the Contractor under Paragraph 122, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR r 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, for any of the following reasons: r .1 issuance of an order of a court or other public authority having jurisdiction which requires all Work to be stopped: r .2 an act of government,such as a declaration of national emergency which requires all Work to be stopped: .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Subparagraph 9.4.1, or because the Owner has not made payment on a +� Certificate for Payment within the time stated in the Contract Documents;or .4 the Owner has failed to tannish to the Contractor promptly, upon the Contractor's request, reasonable evidence as r required by Subparagraph 2.2.1. 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor. Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work under(Nisei or ✓ indirect contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled far completion, or 120 days in any 365-day period, whichever is less. ANY 14.1.3 If one of the reasons described in Subparagraph 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed and for r proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead,profit and damages. 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fir1511 the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the r Architect,terminate the Contract and recover from the Owner as provided in Subparagraph 14.1.3. 14.2 TERMINATION BY THE OWNER FOR CAUSE 14.2.1 The Owner may terminate the Contract if the Contractor: r .1 persistently or 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: r AIA DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1991 EDITION-AIA-COPYRIGHT 1997-THE AMERICAN INSTITUTE OF ARCHITECTS, 1135 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 20006-5292 WARNING:Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced without violation until the date ofespiration asnoted below r Electronic Format A201-1997 User Document 97A201.CON— 10/16/1999. MA License Number 112717, which expires on 4/30/2000—Page 4139 a .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction..or .4 otherwise is guilty of substantial breach ofa provision of the Contract Documents. 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may without prejudice to any other rights ar remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 accept assignment of subcontracts pursuant to Paragraph 5 4;and .3 finish the Work by whatever reasonable method the Owner may deem expedient. Upon request of the Contractor, al the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in'finishing the Work. 14.2.3 When the Owner terminates the. Contract for one of the reasons stated in Subparagraph 14.2.1, the Contractor shall ilk not be entitled to receive further payment until the Work is finished. 14.24 if the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor, If such costs and damages exceed the unpaid balance, the Contractor shall pay the ssl difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the + Architect,upon application, and this obligation for payment shall survive termination of the Contract. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE 14.3.1 The Owner may, without cause,order the Contractor in writing to suspend, delay or interrupt the Work in whole or in ➢i part for such period of time as the Owner may determine. 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension,delay ei or interruption as described in Subparagraph 14.3.1. Adjustment of the Contract Sum shall include profit, No adjustment shall be made to the extent: .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the aY Contractor is responsible; or t .2 that an equitable adjustment is made or denied under another provision of the Contract. yq 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE 14.4.1 The Owner may,at any time,terminate the Contract for the Owner's convenience and without cause. 14.4.2 Upon receipt of written notice from the Owner of such temdnatien for the Owner's convenience, the Contractor shall: .1 cease operations as directed by the Owner in the notice; .2 take actions necessary,or that the Owner may direct,for the protection and preservation of the Work;and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate AIA DOCUMENT A20LGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 1999 EDITION-AJA-COPYRIGHT 1997-THE AMERICAN U SITR;TE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, DC. 20006-5292 WARNING: Uniicrnsed photocopying vic testis. copyright laws and will Ovbject the violator to legal prostitution.This document was electronically produced with permission of the AIA and can be reproduced without 21 violation until the date of expiration as noted below, Electronic Format A201-1997 User Document: 97A2ULCON-- 10/16/1999. AIA License Number 112717- which expires on 4/10/2000 --Page#40 all existing subcontracts and purchase orders and enter into no further subcontract-sand purchase orders. S 14.4.3 In case of such termination for the Owner's convenience,the Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed, r r ea ISO Y w Y M • Alp DOCUMENT A20I-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-1992 EDITION-AIA-COPYRIGHT 1997-TNG AMERICAN r INSTITUTE UTE OF ARCHITECTS, 1734 NEW TORY AVENGE N.W., WASHINGTON, D.C. 20006E992 WARNING: 1Mb:wise photocopying violates US, copyright laws and win subject the violator to legal pmaecution. This document was electronically produced with permission of the AIA and pan be reproduced without violation until the date of expiration as rioted below. Electronic Format A201-1997 "' User Document: 97A201CON10/16/1999- AlA License Number 112717, which expires on 4/30/2000 --Page 411 .•..... :'ve ,.--.7.,..7 T .:,',!m T.:Tli *.(7.11 E.!.671 771 7:T11 rPAI 7,71 r'i 71 mri rit rir,i r771 rv71 771 THE AMERICAN INSTITUTE OF ARCHITECTS k11114, siktjz AIA Document A311 se Performance Bond KNOW ALL MEN BY THESE PRESENTS: that insert lull name and,ddq„o,legal rile of Cmb•cwn as Principal, hereinafter called Contractor, and, mete unlet lull name and addles.o,legal Ilse of Maly) as Surety, hereinafter called Surety, are held and firmly bound unto Were ase„ lull name and add,.,, or Igal tine o1 O nen as Obligee, hereinafter called Owner, in the amount of Dollars IS ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. ` WHEREAS, Contractor has by written agreement dated 20 , entered into a contract with Owner for mere Insert lull name,address and d,.anpuon let project, in accordance with Drawings and Specifications prepared by _ He,e Insert lull name and .ddr,rr or legal nn,or A,mryecll lr which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. 11. MA DOCUMENT *311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA H FEBRUARY IVO ED.•THE AMERICAN INSTITUTE Of ARCHITECTS,IDS N.Y.AVE.,N.W.,WASHINGTON, D.C. 10006 1 e• Boston Bay Architects, Inc. 00614 PERFORMANCE BOND Page 1 of 2 PERFORMANCE BOND NOW, TNtcORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform y said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and ehect. 16 The Surety hereby waives notice of any alteration or defaults under the contract or contracts of completion extension of time made by the Owner. arranged under this paragraph) sufficient funds to pay the a Whenever Contractor shall be, and declared by Owner cost of completion less the balance of the contract price; 41 to be in default under the Contract, the Owner having but c exceeding, including other costsnand damages for which the Surety may bliable of rthtermpero thereunder, firstparagraph rar ph, shall may promptly remedy the default, or shall promptly of the contract price," as used in this paragraph, shall ii 1) Complete the Contract in accordance with its terms mean the total amount payable by Owner to Contractor and conditions, or under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. -1 21 Obtain a bid or bids for completing the Contract in Anysuit under this bond must be instituted before q accordance with its terms and conditions, and upon de• ili termination by Surety of the lowest responsible bidder, the expiration of two IPI years from the date on which or, if the Owner elects, upon determination by the final payment under the Contract falls due. Owner and the Surety jointly of the lowest responsible No right of action shall accrue on the bond to or for bidder, arrange for a contract between such bidder and the use of any person or corporation other than theiii Owner, and make available as Work progresses (even Owner named herein or the heirs, executors, adminis- though there should be a default or a succession of trators or successors of the Owner. '.t s1 U 5 Bi l ai Signed and sealed this day of 19 V ( I P/11101141 Refs Iw9nerq iii I Ltle) W 1 Isurrirt Isle, d r W seen) 1111101 AIACAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. if AIA DOCUMENT A111 • PERf ORMANCE BOND AND LABOR AND MATERIAL PAYMENT BONG • AM P f ERRUARY 10)11 EI).•THE AMERICAN INSTITUT(Of ARCHITECTS,1735 N.Y.AVE.,NW.,WASHINGTON,D.C. 20006 2 a Boston Bay Architects, Inc. 00614 PERFORMANCE BOND i Page 2 of 2 al THE AMERICAN INSTITUTE OF ARCHITECTS r r )jll-pry. r AIA Document A311 r Labor and Material Payment Bond r THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE Of THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that Mere Insert NII name and address or lege elle ei Canister's') r as Principal, hereinafter called Principal, and, {Here Insert WII name and address or legal title of luteal eYe as Surety, hereinafter called Surety, are held and firmly bound unto Mere Imes lull name and address or legal 614 of Omen as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Mere risen a sum equal to at teal one.Rall of the contract price) Dollars (S ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. ea WHEREAS, eY Principal has by written agreement dated 19 , entered into a contract with Owner for Mere Insert lull name,address and desert prion of project) r in accordance with Drawings and Specifications prepared by Mere roan Idl name and address or legal title oI A,onneau which contract is by reference made a part hereof, and is hereinafter referred to as the Contract AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA e 3 FEBRUARY 1970 ED.•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE., N.W. WASHINGTON, D. C.7X06 ` oston Bay Architects, Inc . 00615 LABOR AND MATERIAL PAYMENT BOND Page 1 of 2 j LABOR AND MATERIAL PAYMENT BOND I ail NOW, THEREFORE, THE CONDITION Or THIS Oat CATION IS such that. if Principal shall promptly make payment to all claimants as hereinafter defined,for all labor and material used or reasonably required for use in the performance of ihe Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject,however, to the fol. lowing conditions: illi 1. A claimant is defined as one having a direct con- accuracy the amount claimed and the name of ihe party tract with the Principal or with a Subcontractor of the to whom the materials were furnished, or for whom Principal for labor, material, or both, used or reasonably the work or labor was done or performed Such noticeill required for use in the performance of the Contract, shall be served by mailing the same by registered mail labor and material being construed to include that part of or certified mail, postage prepaid, in an envelope ad- water, gas, power, light, heat, oil, gasoline, telephone dressed to the Principal, Owner or Surety, at any place service or rental of equipment directly applicable lo the where an office is regularly maintained for the transefl - Contract, action of business, or served in any manner in which legal process may be served in the state in which the 2. The above named Principal and Surety hereby aforesaid project is located, save that such service need jointly and severally agree with the Owner that every not be made by a public officer. Ilii claimant as herein defined, who has not been paid in b) After the expiration of one (11 year following the full before the expiration of a period of ninety (901 date on which Principal ceased Work on said Contract, days after the date on which the last of such claimant's it being understood, however, that if any limitation em- work or labor was done or performed, or materials were bodied in this bond is prohibited by any law controlling iii furnished by such claimant, may sue on this bond for the construction hereof such limitation shall be deemed the use of such claimant. prosecute the suit to final to be amended so as to be equal to the minimum period judgment for such sum or sums as may be justly due of limitation permitted by such law, claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses c) Other than in a state court of competent jurisdiction 1 of any such suit, in and for the county or other political subdivision of the stale in which the Project, or any part thereof, is _ situated, or in the United States District Court for the a 1. No suit or action shall be commenced hereunder district in which the Project, or any part thereof, is sib 1 by any claimant: III voted, and not elsewhere. al Unless claimant, other than one having a direct contract with the Principal, shall have given written 4. The amount of this bond shall be reduced by and notice to any two of the following: the Principal, the to the extent of any payment or payments made in good ia Owner, or the Surety above named, within ninety (901 faith hereunder, inclusive of the payment by Surely of days alter such claimant did or performed the Iasi of mechanics' liens which may be filed of record against the work or labor, or furnished the last of the materials said improvement, whether or not claim (or the amount "y for which said claim is made, stating with substantial of such lien be presented under and against this bond. Iii Signed and sealed this day of 19 4 Si I IY <• nncipal) Isil illi IWiiness) ante I I AA (Surely) IMMr IWtlnpnl I ', Ritlr) AIACAUTION: You should sign an original MA document which has this caution printed In red. X An original assures that changes will not be obscured as may occur when documents are reproduced. I MA DOCUMINT A311 • YTWIORMANCE BOND AND tAnInt AND MATIAIAt PAYMENT BOND • AIA ® 1101/UAltY WO ID,•THE AMERICAN INSTRUTE Or ARCHITECTS,1 IS N.Y.AVE,N,W.,WASHINLION,O.C.:moor. 4 S Page 2 of 2 a Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs Bond No. SUBCONTRACTOR'S PERFORMANCE AND PAYMENT BOND PUBLIC CONSTRUCTION KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, hereinafter called the Subcontractor and as Surety, are held and firmly bound unto r ,as Obligee, hereinafter called General Contractor in the sum of dollars $ _ lawful money of the United States of America to be paid to the Obligee,for which payments.well and truly to be made,we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS THE SAID SUBCONTRACTOR entered into a certain subcontract with the said General Contractor bearing date of the day of , 20 for: es which contract is by reference made a part hereof as fully and to the same extent as if copied at length herein. NOW, THE CONDITION OF THIS OBLIGATION is such that if the subcontractor shall faithfully perform the subcontract and shall indemnify and hold harmless the General Contractor and the surety or sureties under the labor and materials or payment bond furnished by such General Contractor to the awarding authority against(I) mit any and all loss and expense arising out of any and all claims in connection with the performance of said subcontract which would be required to be paid under the labor and materials or payment bond furnished by the General Contractor to the awarding authority and (2)attorneys fees in the event the subcontractor after notice. fails to assume the defense of and defend such claims, then this obligation shall be null and void; otherwise it shall remain in full force and virtue. IN WITNESS WHEREOF,the Principal and Surety have hereunto set their hands and seals this: r Day of 200 PRINCIPAL SURETY By: By: Seal Attorney-in Fact Seal Attest: Attest The rate for this bond is %for the first $ and %for the next $ ti The total premium for this bond is $ Ale SUBCONTRACTORS PERFORMANCE AND PAYMENT BOND Page 1 of 1 r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs a DOCUMENT 00651 STATEMENT OF STATE TAX COMPLIANCE Pursuant to Chapter 62C of Massachusetts General Laws, Section 49A (b), 1, (i (Name and Title) authorized signatory for '+ (Contracting Party) whose principal place of business is at (Street Address) do hereby (City/Town, State) gra i certify under the pains and penalties of perjury that has complied (Contracting Party) with all laws of the Commonwealth of Massachusetts relating to taxes. Date: (Authorized Signature) End of Document it Ki J Boston Bay Architects, Inc. 00651 STATE TAX COMPLIANCE :I Paget of 11 M Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs Document 0080r STATUTORY PROVISIONS FOR MASSACHUSETTS PUBLIC CONSTRUCTION CONTRACTS as CONTENTS so Statute or Executive Ptatagrapn Subiect Order l 1 "Or Equar Clause M.G.L. c.30, §39 M(b) 1,2 Delays M.G.L. c.30, §390 13 Deviations M.G.L.c_30, §391 - 1.4 Finality of Decisions M.G.L. c.30. §39 J 1.5 Differing Site +M Conditions M.G.I.c.30.§39 N 1.6 Timely Decisions M.G.L. c.30, §39 P 1 7 Certificate of Appropriation M.G.I. c.44, §31 C 1.8 Method of Payment M.G.L. c.30, §39 K Int r'9 Direct Payment M.G.L. c_30, §39 F 2.1 Preference to Veterans and Citizens M.G.L. c.149, §26 2.2 Determination of Wage Rates M.G.L. c.149, §27 2,3 Employment Records M.G.L. c.149, §27 2,4 Wages Paid to Operators .40 of Trucks and Other Equipment M.G.I. c.149, §27 F 2.5 Reserve Police Officers M.G.I. c.149. §34 B ! 2.6 Eight-Hour Day. etc. M.G.L.c.149. §§30. 34 and 34 A • 2.7 Lodging. etc. M.G.L.c.149, §25 2.8 Access to Contractor's Records Executive Order wy No. 195 2,9 Worker's Compensation Insurance M.G.L. c.149, §34A r 3.1 Definitions Supplementary Equal Employment w Boston Bay Architects, Inc. 00805 STATUTORY PROVISIONS MASSACHUSETTS PUBLIC CONSTRUCTION CONTRACTS Page 1 of 2 as r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs lfff Opportunity, Anti-Discrimination and Affirmative Action Program. promulgated under Executive Order No. 116 3.2 Non-Discrimination and Affirmative Action Requirements 3.3 Compliance with Requirements ff 3.4 Non-Discrimination ^ Y� 35 Solicitations for Sub-Contracts, etc. "4r, 3.6 Bidders Certification ' S Requirement c 3.7 Contractors Certification 4 3-8 Compliance-Information, tii Reports and Sanctions ^ 3.9 Severability ;. 3.10 Equai Employment V1 Opportunity for the Handicapped Executive Order it No. 246 Si 3.11 Suspension of Payments N.A. 4.1 -4.5 Contractors Accounting `y Method Requirements M.G.L. c.30, §39 R Y 5.1 Weather Protection M.G.L. c.149, §44 F (1) s 5.2 Form for Sub-Contract M.G.L. c.149, §44 ill F (4)(c) w 5.3 Foreign Corporations M.G.L. c.181, §§3, iii 5; c,30, §39 L 5.4 Shoring M.G.L. c.149, §129A 5,5 Compliance with Taxll Laws M.G.L.c.62 C, §49 A The following provisions are required by or are intended to be consistent with u requirements of Massachusetts statutes governing public construction contracts in p1 the Commonwealth of Massachusetts (hereinafter referred to as the "Commonwealth"), and are set forth for the convenience of the bidders. Any other provisions required by statute to be included herein shall be deemed to be so i'it included. In addition, the parties recognize that other rights, duties, and obligations a with respect to public construction contracts are provided for by statute. notwithstanding the fact that they are not provided for in the Contract Documents. ta 4 iiii Boston Bay Architects, Inc. 00805 STATUTORY PROVISIONS I FOR MASSACHUSETTS PUBLIC CONSTRUCTION CONTRACTS '* Page 2 of 2 II10 r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs w Section 00810 INSURANCE REQUIREMENTS A. The Insurance required by Subparagraph I I.1.1 of the General Conditions. AR Form A201, :987, shall be written for not less than the following amounts,or greater if required by law: .I Workers Compensation: State: Statutory limits Federal: Statutory limits Employer's liability: r' Accident,eachoccurrence: 5 Disease, policy limit S Disease,each employee: as .2 Comprehensive General Liability(including Premises Operations: Independent Contractor's Protection; Products and Completed Operations; Broad Forst Property,Damage): GeneralAggregate: 4 2,000, 000 Products and Completed Operations: ` 2,0UU,11110 tr Personal&Advanced Injury: i 1 , 600, 000 Each Occurrence: 4 1 ,000, 000 Fire Damage(anyone fire): x 50,000 Medical Expenses(any one person): s 10,000 as • Products and Completed Operations to be maintained for one year after final payment. 3 Contractual Liability: Bodily Injury: r EachOccurrence: $ 1 ,000,000 Property Damage: 1 ,0 00,000 EachOccurrence: AnnualAggregate: S 2,000,000 .4 Umbrella Excess Liability,over primary insurance S 5,000. 000 Aggregate: Retention: 10,000 n 5 Personal Injury,with Employment Exclusion deleted: Annual Aggregate. .6 Comprehensive Automobile Liability(Owned and non-owned,hired): +" Bodily Injury: S Each Person S Each Accident: Property Damage: . EacltOccurrence: .6 Comprehensive Automobile Liability(any auto): >, 1 ,000,00 U Combined Single Limit: Comprehensive aircraft Liability(Owned and non-owned): Bodily Injury: Each Person: Oa Each Accident S Property Damage: EachOccurrence: S r r Boston Bay Architects, Inc.. 00810-1 INSURANCE REQUIREMENTS r o. Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs FORM OF CONTRACTORS EQUAL EMPLOYMENT CERTIFICATION This form must be completed and submitted by the Contractor prior to the YY signing of the Owner-Contractor Agreement. This certifies that: Name of Contractor 1 Street Address re City/State/Zip Code 1. Intends to use the following listed construction trades in the work under the Sub-Contract for Hampshire County Courthouse, Main Street Entrance Steps& Repairs, Northampton, MA 01060: rj I 2 Will comply with the minority manpower ratio and specific affirmative action steps contained in the Conditions of the Contract; and 3. Will obtain similar certifications from each of its sub-contractors and submit to the Authority prior to the award of any sub-contract under this Contract, the subcontractor's certification. i Signature of Sub-Contractors Authorized Representative ,. Name and Title Date FORM OF CONTRACTORS EQUAL EMPLOYMENT CERTIFICATION Page 1 of 1 THE COMMONWEALPH OF MASSACHUSETTS DEPARTMENT OF LABOR C\ >1; DIVISION OF OCCUPATIONALSAFETY d� 1 4 F. oktivi O CnLL.PAT RICK Geremor GEORGE NOEL iY TIMOTHYP.MURRAY Olwpr u.cnamo. LAURA M.MARLIN Comm v The Massachusetts Prevailing Wage Law M.G.L. ch. 149, §§ 26 - 27 NOTICE TO AWARDING AUTHORITIES • The enclosed wage schedule Applies only to the specific project listed at the top and will remain in effect for the duration of the project. You should request an updated wage schedule from the Division of Occupational Safety if you have not opened bids or selected a contractor within90 days of the date of issuance of the enclosed wage • schedule. "rhe wage schedule shall be incorporated in any advertisemnent or call for bids for the project for which w, it has been issued. Once a contractor has been selected by the awarding authority,'the wage schedule shall he made a part of the contract for that project'. r NOTICE TO CONTRACTORS The enclosed wage schedule must be posted in a conspicuous place at the work site during the life of the project. The wages listed on the enclosed wage schedule must be paid to employees on public works projects ✓ regardless of whether they are employed by the prime contractor, a filed sub-bidder, or any sub- contractor. The enclosed wage schedule applies to all phases of the project including die firm( clean-up. Contractors whose only role'is toperformfinal clean-up must pay their employees according to this wage schedule. r All apprentices must be registered with the Massachusetts Division of Apprentice Training in order to be paid at the reduced apprentice rates. If a worker is not registered with the Division of Apprentice • 'Training, they must be paid the "total rate"listed on the wage schedule regardless of experience or skill level. For further information,please call (617) 727-3486 or write to the 1. ivision of Apprentice Training, 399 Washington Street, 4`h Floor, Boston,MA 02108. • 399 Washington Street • 5's Floor • Boston,Massachusetts 02108 • Tel:(617) 727-3492 ._. -- .. 410 ti WEEKLY PAYROLL RECORDS REPORT ' &STATEMENT OF COMPLIANCE m w In accordance with Massachusetts General Law c. 149, §27B, a true-and,accurate record must be kept of all persons employed on the public works project for which the enclosed rates have been provided. A Payroll Form has been printed on the reverse of this page and includes allilli the information required to be kept by law. Every contractor or subcontractor is required to keep these records and preserve them for.a period of three years from the date of completion of the A contract In addition, every contractor and subcontractor is required to submit, on a weekly basis, a copy of their weekly payroll records to the awarding authority. For every week in which an apprentice is employed,a photocopy of the.apprentice's identification card must be attached to the payroll report. Once collected, the awarding authority is also required to preserve those J reports for three years. 1, In addition, each such contractor, subcontractor,or public body shall fumtsh:to the ii awarding authority directly, within fifteendaysaftercompletion of its portion of the work, a _ - - statement,executed by the contractor, subcontractor or public body who supervises the payment of wages,in the fallowing form: x aii STATEMENT OF COMPLIANCE. , 200 ill 1, (Name ofsigaatoty party) (Title) i aiii, do hereby state that!pay or supervise the payment of the persons employed by .1 s . _ on the (Contractor,subcontractor or public body) (Sandra or project) 4 S and that alt mechanics and apprentices,teamsters,chauffeurs and laborers employed on said project have been paid in accordance with wages determined under the provisions of $ sections twenty-six and twenty-seven of chapter one hundred and forty nine of the r General Laws. ii Signature Title il DIVISION OF OCCUPATIONAL SAFETY,399 WASHINGTON STREET, 5TH FLOOR,BOSTON,MA.02 ION a 1 4 1 1 1 1 1 1 t f t P I 1 1 '. . / I I t 1 Company Name Li -Prime Contractor Project Name: 0 Subcontractor , List Prune.Contractor; Awarding Auth., _.v , Employer Signal-re. , Work Week Ending: Print Name&Titto: E Final Report (A) B) Employer Contributions (F) (G) '. (B+C+n+E) [AYF7 '. Employee Name& Work Classification Hours Worked Hourly Hourly Weekly Address Tat Esse t ` Total Waga Tc al S $.t t Y`r t ^ F $ 1C) � {e) I - - Hrs. Wage Health Supp. (Prey.vvase) AMQAPt & i Pension UR@¢p. Welfare I r f _ r 1 NOTE: Every contractor and subcontractor is required to submit a copy of their weekly payroll records to the awarding authority. rami 4.11 • 4-'11 °I" 'ett, flttJ " 're "el t-111 .. 't THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT bit DEPARTMENT OF LABOR STANDARDS el Prevailing Wage Rates OEVAL 4 PATKCK As determined by the Director under the provisions of the !ma+z R A?RlU-l.F Owtoor Massachusetts General Laws,Chapter I49,Sections 26 to 27H arnrhER E aewr ca Awarding Authority: Hampshire Council of Governments Contract Number: City/Town: NORTHAMPTON Description of Work; Hampshire Conley Courthouse, Rebuilding exterior steps and foundation with existing stone materials using historic preservation guidelines,Minor roof repair egie Job Location: 99 Main St.,Gothic Street,Northampton,MA 01060 Information about Prevailing Wage Schedules for Awarding Authorities and Contractors • This wage schedule applies only to the specific project referenced at the top of this page and uniquely identified by the rr "Wage Request Number"on all pages of this schedule. • An Awarding Authority must request an updated wage schedule from the Department of Labor Standards("D1..S")if it has not opened bids or selected a contractor within 90 days of the date of issuance of the wage schedule. For CM AT RISK projects(bid pursuant to G.L.c.I 49A),the earlier of (a)the execution date of the GMP Amendment,or(h)the bid for the first construction scope of work must be within 90-days of the wage schedule issuance date. • The wage schedule shall be incorporated in any advertisement or call for bids for the project as required by M.G.L. c. 149, §27. The wage schedule shall be made a part of the contract awarded for the project. The wage schedule must be posted in a eat conspicuous place at the worksite for the tile of the project in accordance with M.G.L.c. 149§27. The wages listed on the wage schedule must he paid to employees performing construction work on the project whether they are employed by the prime contractor,a filed sub-bidder,or any sub-contractor. at • All apprentices working on the project are required to be registered with the Massachusetts Division of Apprentice Standards(DAS). Apprentice must keep his/her apprentice identification card on his/her person during all work hours on the project. An apprentice registered with DAS may be paid the lower apprentice wage rate at the applicable stop as provided pn — the prevailing wage schedule. If an apprentice rate is not listed on the prevailing wage schedule for the trade in which an apprentice is registered with the DAS,the apprentice must be paid the journeyworker's rate for the trade. • The wage rates will remain in effect fbr the duration of the project,except in the case of multi-year public construction ' projects. For construction projects lasting longer than one year,awarding authorities must request an updated wage schedule Awarding authorities are required to request these updates no later than two weeks before the anniversary of the date the contract was executed by the awarding authority and the general contractor.For multi-year CM AT RISK projects,awarding authority must request an annual update no later than two weeks before the anniversary date,determined as the earlier of: (a) 0" the execution date of the GMP Amendment,or(h)the execution date of the first amendment to pemtit procurement of construction services.Contractors are required to obtain the wage schedules from awarding authorities,and to pay no less than these rates to covered workers. The annual update requirement is not applicable to 27P"rental of equipment"contracts. Si • Every contractor or subcontractor which performs construction work on the project is required to submit weekly payroll reports and a Statement of Compliance directly to the awarding authority by mail or email and keep them on file for three years. Each weekly payroll report must contain: the employee's name,address,occupational classification,hours worked,and wages �r paid. Do not submit weekly payroll reports to DES. A sample of a payroll reporting form may be obtained at http:f/www.mass.gov/dols/pw. • Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DES at(617)626.6953. int • Employees not receiving the prevailing wage rate set forth on the wage schedule may report the violation to the Fair Labor Division of the office of the Attorney Genera!at(617)727-3465. • Failure of a contractor or subcontractor to pay the prevailing wage rates listed on the wage schedule to all employees who ▪ perforin construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and criminal penalties. r Issue Date: 12/70/2014 Wage Request Number: 2014123,023 Iw a Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment n Construction (2 AXLE)DRIVER-EQUIPMENT 12/01/2014 $31.30 $9.91 $933 $0.00 $5054 TEA.MSTERSJOIATCOUNCIL NO.10 ZONES 06/01/2015 $31.65 $9.91 $9.33 80.00 $50.89 08/012015 $31.65 $10.41 $9.33 $0.00 $51.39 WI 12101/2015 $31.65 $10.41 $10.08 $0.00 $5214 06/01/2016 $32.15 S10.41 $10.08 $0.00 $52.64 =9; 08/01/2016 $32.15 $10.91 $10.08 $0.00 $53.14 12/012016 $32.15 $10.91 $10.89 $0.00 $53.95 (3 AXLE)DRIVER-EQUIPMENT 12/01/2014 $31.37 $9.91 $9.33 $0.00 $5061 At TEAMSTERS JOINT COUNCIL NO.l0 ZONE B 06/01/2015 $31.72 $9.91 $9.33 $0.00 $50.96ill 08/01/2015 $3192 510.41 $9.33 $0.00 $51.46 12/012019 $31.72 $10.41 $10.08 $0.00 $5221 bii 06/01/2016 $32.22 $10.41 $10.08 $0.00 $52.71 08/01/2016 $32.22 $10.91 $10.08 $0.00 553.21 12/01/2016 $32.22 $10.91 $10.89 $0.00 $54.02 ill (4&5 AXLE)DRIVER-EQUIPMEVT 12/01/2014 $31.49 $9.91 $9.33 $0.00 $50.73 TEAMSTERS JOINT COUNCIL NO 10 ZONEB 06/012015 $31.84 $991 $9.33 $0.00 $51.08 08/01/2015 $31.84 $10.41 $9.33 $0.00 $51.58 a 12/01/2015 $31.84 $10.41 $10.08 $0.00 $5233 06/01/2016 $32.34 $10.41 $10.08 $0.00 $52.83is al 08/01/2016 $32.34 $10.91 $10.08 $0.00 $53.33 12/01/2016 $32.34 $10.91 $10.89 $0.00 $54.14 ,1 ADS/SUBMERSBLE PILOT 08/01/2014 $87.36 $9.80 $18.17 $0.00 $115.33 'A PILE DRIVER LOCAL 56(ZONE_Le iii 08/012015 $90.51 $9.80 $18.17 $0.00 $118.48 AIR TRACK OPERATOR 12/01/2014 $29.24 $7.30 $11 $0.00 $47.6955 LABORERS-ZONE 3(BUILDING&SITE. 06/01/2015 $29.93 $7.30 $11.15 $0.00 $48.38 12/07/2015 $30.61 $730 $11.15 $0.00 $49.06 06/06/2016 $31.30 $7.30 $11.15 $0.00 $49.75 bli 12/05/2016 23198 S7.30 $11.15 $0.00 $50.43 For appreaNec rates see'Apprentice-LABORER" AIRTRACK OPERATOR(HEAVY HIGHWAY) 12/01/2014 $28.74 $7.30 $10.18 $0.00 $46.22 LABORERS 3(HEAVY&HIGHWAY) iii 06/01/2015 $29.24 $7.30 $10.18 $0.00 $46.72 12/01/2015 $29.74 $7.30 $10.18 $0.00 $47.22 5. 06/01/2016 $30.24 $7.30 $10.18 $0.00 $47.72 � li 12/01/2016 $30.99 $7.30 $10.18 $0.00 S48.47 For apprentice rates see"Apprentice-LABORER(Heavy and Highway) ASBESTOS WORKER TORSLPES&TANKS) 12/01/2014 $29.23 $10.40 $5.45 $0.00 $45.08 4 HEA T&FROST INSULATORS LOC IL (SPRINGFIELD) 06/01/2015 $30.09 $1040 $5.45 $0.00 $45.94 12/01/2015 $30.94 $10.40 $5.45 $0.00 $46.79 ASPHALT RAKER 12/01/2014 $28.74 $7.30 $11.15 $0.00 LABORERS-ZONE 3(BELONG B SITE) $47 19 06/01/2015 $29.43 $7.30 $11.15 $0.00 $47.88 iss 12/07/2015 $30.11 $730 $11.15 $0.00 $48.56 111 06/06/2016 $30.80 $7.30 $11.15 $0.00 $49.25 12/05/2016 $31.48 $7.30 $11.15 $0.00 $49.93 w For apprentice rates see'A pp renti ce-LABORER" W Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 2 of 39 ■ Jo Classification Effective Dale Base Wage Health Pension Supplemental Total Rahe AS - Unemployment RST N H(HEAVY&HIGHWAY) 12/01/2014 $28.24 $7.30 $10.18 $0.00 $45 22LABonExs-zONES(HuAvY&NlcexAv) ► 06/012015 $28.74 $7.30 $10.IS $0.00 $4622 12/01/2015 $29.24 $7.30 $10.18 $0.00 $46.72 06/01/2016 $29.74 $7.30 $10.18 $0.00 $47.22 12/01/2016 $30.49 $7.30 $10.18 $0.00 For apprentice raisee"Apprentice- (Heavy and Highway) $47.97 c AUTOMATIC GRADER- EXGVATOR(RECLAIMEA) - - -' - a OPERATING ENGINEERS LOCAL 98 12/01/2014 $32.69 $9.70 $11.00 $0.00 $5339 06/012015 $33.44 $9.70 $11.00 $0.00 $54,14 For apprentice nA 12/01/2015 $34.19 $9.70 $11.00 $0.00 $54.89 pprennm OPERATING ENGINEERS" r BACKHGENGINNT-END LOADER OPERATOR OPERATING ENGINEERSLOCA L 98 12/01/2014 $32.69 $9.70 $11.00 $0.00 $5339 06/01/2015 $33.44 $9.70 $11.00 $0.00 $54.14 aftFor apprentice retessee.Am12/01/2015 $34.19 $9.70 $11,00 $0.00 ppwce OPERATING ENGINEERS" $5489 BARCO-TYPE JUMPING TAMPER LABORERS-ZONE 3(BUILDING SITE) 12/01/2014 $28.74 $730 $11.15 $0.00 $47.19 ar 06/01/2015 $29.43 $7.30 $11.15 $0.00 $47.88 12/07/2015 $30.11 $7.30 $11.15 $0.00 $48.56 06/06/2016 $30.80 $7.30 $11.15 $0.00 $49.25 • For apprentice rates see'Apprenrce-LABORER` 12/052016 $3148 $7.30 $11.15 $0.00 $49 93 BATCH/CEMENTPLANT- - - _- - ONSITE OPERATING ENGINEERS LOCAL pR 12/012014 $32.16 $9.70 $11.00 $0.00 $5286 06/01/2015 $32.91 $9.70 $11.00 $0.00 $53.61 For apprentice rates see"Apprentice•OPERATING ENGINEERS" 12/01/2015 $33,66 $9.70 $11,00 $0.00 $$436 BLOCK PAVER,RAMMER CURB SETTER _ LABORERS DANES(BUILDING 8 SITE) 12/01/2014 $29.24 $7.30 $11.15 $0.00 $3769 06/01/2015 $29.93 $7.30 $11.15 $0.00 $48.38 12/07/2015 $30.61 $7.30 S11_15 $0.00 $49.06 06/06/2016 $31.30 $7.30 $11.15 $0.00 $49.75 For appientl¢ales see"Apprentice-LABORER" 12/052016 531.98 $7.30 $11.15 $0.00 $50.43 so BLOCK RAVER,RAMMER/CURB SETTER(HEAVY& $ HIGHWAY) 12/01/2014 $28.74 $730 $1018 $0.00 $46.22 LABORERS-ZONE J(HEAVY&HIGHWAY) 06/01/2015 $29.24 $9.30 $10.18 $0.00 4652 goy 12/01/2015 $29.74 $7.30 $10.18 $0.00 $47.22 06/01/2016 $30.24 $7.30 $10.18 $0.00 $47,72 12/01/2016 $30.99 57.30 $10.18 $0.00 $48.47Fora apprentice rates see"Apprentice-LABORER(Heavy and Highway) BOILERMAKER BOILERMAKERS LOCAL 29 01/01/2010 $37.70 $6.97 $11.18 $0.00 $55.85 *Er r too 110 Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 3 of 39 r irit IS Classification Effective Dare Rase Wage Health Pension Supplemental Total Rate Unemployment r Apprentice- BOILE92414KER-Local 29 Effective Date- 01/01/2010il supplemental84 Step percent Apprentice Base Wage Health Pension reemployment Total Rate 65 $24.51 $6.97 $11.18 $0.00 $42.66 2 65 $24.51 54 $0.00 $42.55 4 9? $11.18 S lit 3 70 $26.39 86.97 $11.18 $0.00 $4454 4 75 $28.28 56.97 $11.18 $0.00 $46.43 5 80 $30.16 S6950.00 $48 31 7 $11.is S tz SS .83205 $0.97 $17.18 8'400 $50.30 7 90 $33.93 36.97 $11.18 ,$0.00 8 95 $?208 7.1 $35.82 $6.97 ,$11.18 $0-00 15297 illiii Notes: _. . .. . _. _ iii Apprentice to Jaurnevworker Ra@oa.S BRtChlR9Y);.'E`ARSIFIC'AL MASONRY(INCL.MASONRY "- 1 WATERPROOFMG) 09/002014 $37.46 $10,18 $1638 $0.00 $64.02 BR/CKLA3 ERS LOCAL 335PRlNpRI£L O/P/ASFIHAO) 03/022015 $78.02 $10.18 $16.38 $0.00 $6458 06/31/2015 $38.92 $10.18 $16.45 $0.00 $6555 022912016 53949 $10.18 $16.45 $0,00 36e 12 09/05/2016 $40.39 $10.18 $16.53 $0.00 $67.10 110227/2017 540.96 510.18 $16.93 $0.00 $67.67 ii 22 Apprentice- BRICK/PLASTER/CEMEA'T MASON-Local 3 Springf c/d/PfrLcjield S Effective Date- 091012014 supplanters' Step percent __. Apprentice Base Wage Health Penton tinempl rsient Tmai Rare 1 50 ithi $18,73 $I0 IS $1638 $000 $4529 2 60 $22.48 $10.18 516,38 ,$000 $49.04 3 70 $26,22 $10.18 $16..18 50.00 $5278 iiiii4 80 $24.9? 81-0.18 $16.38 5'0.00 $56.33 5 90 $33.71 $10.18 $16,38 $0,00 $60.27 Il Effective Dale. 03/022015 Step ['effect nmol Apprentice Base Wage Health Pension c meiolmyme nt Taut Rate I 50 $1901 510.18 $16,38 $0,00 845.57 14 2 60 $22.81 $10,18 $16.38 $0.00 $41017 3 70 $26.61 $10.18 $16.78 $0.00 553-87 4 80 {{4 $30,42 $10.18 $16..3$ 80.00 $56.98 a 5 90 $34.22 510.18 $16,38 $400 $6098 '.Notes: id 2. .Apprentice to Journeyworker Ratio:1:5 ill Issue Data t 2/30/2014 Wage Request Number 2014/230-023 91 Page 4 of 39 di Classification Effective Date Base Wage Health Pension nenipmrnml Total Rale BULLDOZER/POWER SHOVEL/TREE SHREDDER - -_--- - Unemployment /CLAM SHBLLOE£RA rMc 12/01/2014 532.69 $9.70 $11.00 50.00 $53.39 .p. ENGINEERS LOCAL 98 06101/2015 $33.44 $9.70 $11.00 $000 $5414 For apprentice rates see"Apprentice.OPEWIIING ENGINEERS" 12/01/2015 $34'19 $9.70 $ 1.00 $0.00 $54 89 CAISSON&UNDERPINNING BOTTOM MAN 12/01/2014 535.70 $730 . LABORERS FOUNDATIONAND MARINE $13.15 $000 $56.15 06/01/2015 $3645 $7,30 113.15 $0.00 $5690 12/01/2015 $37.20 $7.30 513.15 $0.00 $57.65 06/01/2016 537.95 $7.30 $13.15 $0.00 $58.40 For apprentice miss see^A 12/01/2016 $38.95 $7.30 $13.15 $0.00 $5940 pprentice-LABORER" * CAISSON&UNDERPINNING LABORER - '- - ----- LABORERS-FOUNDATION AND MARINE 12/01/2014 $34.55 57.30 $13.15 $0,00 $55.00 06/01/2015 535.30 57.30 $13.15 $0.00 $5675 12/01/2015 $36.05 $7.30 $13.15 $0.00 $56.50 06/01/2016 $36.80 $7.30 $13.15 $0.00 55725 For apprentice rates see"Apprentice- 12/01/2016 $37.80 $7 30 $13.15 $0.00 $58.75 pprentice-LABORER" ..- _ CAISSON&UNDERPINYING TOP MAN LABORERS-FOUNDATION AND MARINE 12/01/2014 $34.55 $7.30 $13.15 $0.00 $550 0 06/01/2015 $35.30 $7.30 513.15 $0.00 555 75 w 12/01/2015 $36.05 17.30 $13.15 50.00 556.50 06/01/2016 $36.80 $7.30 $13.15 50.00 $57.25 For apprentice rates see"Apprentice_LABORER" 12/01/2016 $37.80 $7.30 $13.15 $0.00 $5825 CARBIDE CORE DRILL OPERATOR 12/0 - - -- - LABORERS-ZONE 3(BUILDING S SITE) 1 /2014 $28.74 $730 $J S $Q00 54Z 9 r 06/01/2015 $29.43 $7.30 $11.15 $0.00 $4788 12/07/2015 $30.11 $7.30 SII.15 $0.00 $4856 06/06/2016 $30.80 $7.30 511.15 $0.00 14925 r For apprentice rates see"Avmmdce-LABORER 12/05/2016 $31.48 $7.30 $11.15 40.00 $4993 CARPENTER CARPENTERS LOCAL 108-HAMPDEN I/AMPSHIRC 09/01/2014 13179 $7.80 $1421 $D.00 $53 80 03/02/2015 $32.59 $7.80 11421 $0.00 $54.60 08/31/2015 $33.39 $7.80 $14.21 $0.00 $5540 02/29/2016 $34.14 17.80 $14.21 $0.00 $56.15 r r. S Issue Date: 12/30/2014 Wage g Request Num bec 20141230.023 Page 5of39 iii Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment oise Iii Apprentice- CARPENTER-Local 108 Hampden Hampshire Effective Date- 09/01/2014 Supplemental su Step percent Apprentice Base Wage Health pension unemployment Total Rare 1111 1 v0 $15.90 $7.80 $1.14 $0.00 $24.84 2 60 $19.07 $7.80 $1.14 $0.00 $28.01 s s 3 10 $22.25 $7.80 $10.79 $0.00 $40.84 iW 4 75 $23.84 57.80 $10.79 $0.00 $42.43 -4 5 80 $25.43 $7.80 $11.93 $0.00 $45.16 ill 6 80 $25.43 $7.80 $11.93 $0.00 $45.16 7 90 $28.61 $7.80 $13.07 $0.00 $4948 8 90 $28.61 $7.80 $13.07 $0.00 $49.48 ilia Effective Date- 03/02/2015 supplemental j Step percentApprentice A Base Wage Health Pension unemployment Total Rate 1 50 $16.30 $7.80 $1.14 $0.00 $2524 2 60 $19.55 $7.80 $1.14 $0.00 $28.49 3 70 $22.81 $7.80 $10.79 $0.00 $41.40 ili 4 75 $24.44 $7.80 $10.79 $0.00 $43.03 5 80 $26.07 $7.80 $11.93 $0.00 $45.80 ei 6 80 $26.07 $7.80 $11.93 $0.00 $45.80 7 90 $29.33 $780 $13.07 $0.00 $5020 :'4 8 90 $29.33 $7.80 $13.07 $0.00 $50.20 S ,Notes Pre-6/09 Step152445/2$26.03/3$4108/4$44.26/5$4744/6$49.03 -� � _ - i •* I: 1-52:6-8/3:9-11/Steps:6 mos(600 has)/rates by step 1 7550.62/855221iii Apprentice to Journeyworker Rads" -- -- " CEMENTMASONRY/PLASTERING 07/01/2014 $37.79 $10.85 $13.94 $1.30 $63.88 BRICKLAYERS LOCAL 3(SPRINGF/ELD/P/7TSF/Eta) 01/012015 $38.36 $10.85 $13.94 5130 564.45 07/01/2015 $39.32 $10.85 $13.94 $1.30 $6541 01/012016 $39.90 $10.85 $13.94 $1.30 565.99 4 iiApprentice- CEMENT MASONRY/PLASTERING-Springfield/Pittsfield Effective Date- 07/01/2014 Supplemental Step percent Apprentice Base Wage Health Pension unemPlOymrnt Total Rate 1 0 $0.00 $0.00 $0.00 $0.00 $0.00 'Notes:Apprentice wages shall be no less than the following Steps; 1$46.302$52.17/3$55.36/4$58.55/5$61.74/6$6493/7$70.30 Si • Steps 3,4 are 500 hrs.All other steps are 1,000 hrs. • Apprentice to Jurneyw k Ratio:1:3 - --- '- S • Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 6of39 r Y Classification Effective Date Base Wage Health Pension Supplemental Total Rate CHAIN SAW OPERATOR -- --- '-_- - - ----. Un$0.00vmenl___. LABORERS-ZONE)(BUILDING&RITE/ 12/01/2014 $28 74 $7.30 $11.15 $0.00 $47_19 06/01/2015 $2943 $7.30 SI 15 $0.00 $47.88 12/07/2015 $30.11 $7.30 $11.15 $0.00 $48.56 06/06/2016 $30.80 $7.30 $11.15 $0.00 $49.25 01. Farazarmnee renes see^n 12/05/2016 $31.48 $7.30 $11.15 $0.00 $49.93 pprenriee LABORER' COMPRESSOR OPERATOR OPERATING ENGINEERS LOCAL 98 12/01/2014 $32.16 $9.70 $11.00 $0.00 $52.86 W 06/01/2015 $32.91 $9.70 $11.00 $0.00 $53.61 Parappre„nuraces see A 12/01/2015 $33.66 $9.70 $1I 00 $0.00 $54.36 " pprenuce OPERATING ENGINEERS" - CRANE OPERATOR OPERATING ENGINEERS LOCAL 98 12/01/2014 $36.19 $9.70 $11.00 $0.00 $56.89 06/01/2015 $36.94 $9.70 $11.00 $0.00 $57.64 For apprentice Imes see'ApprenAee-OPERATING ENGINEERS" 12/01/2015 $37.69 $9.70 $11.60 $0.00 $58,39 DELEADER(BRIDGE) PAINTERS LOCAL 35-ZONE3 07/01/2014 $46.76 $7.85 $16_I0 $0.00 $78,71 01/01/2015 $47.66 $7.85 $16.10 $000 571.61 07/01/2015 $48.56 $7,85 516.10 $0.00 $7251 01/01/2016 549.51 $7.85 $16.10 $0.00 $73.46 07/01/2016 $50.46 $785 $16.10 $0.00 $7441 01/01/2017 $5141 $7.85 $16.10 $0.00 $75.36 r s w S Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 7 of 39 a ii Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment 14 Apprentice- PAINTER Local 35 -BRIDGES/TANKS Effective Date- 07/01/2014 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate I S0 $23.38 $7.85 $0.00 $0.00 $31.23 2 55 $25.72 $7.85 $3.66 $0.00 $37.23 di 3 60 $28.06 57.85 $3.99 $0.00 $39.90 4 65 $30.39 $7.85 $4.32 $0.00 $42.56 - 5 70 $32.73 $7.85 $14.11 $0.00 $5469 INN 6 75 $35.07 $7.85 $14.44 $0.00 $57.36 7 80 $37.41 $7.85 $14.77 $000 $60.03 8 90 $42.08 $7.85 $15.44 $0.00 $65.37 Na Effective Date- 01/01/2015 Supplemental j Step percent Apprenticeg --._ - _._ Bele Wee Health Pension une npmy am Total Rate I 50 $23.83 $7.85 $0.00 $0.00 $31.68 2 55 $26.21 $7.85 $3.66 $0.00 $3772 3 60 $28.60 $7.85 $3.99 $000 $40.44 s 4 65 $30.98 $7.85 $4.32 $0.00 $43.15 5 70 $33.36 $7.85 $14.11 $0.00 $55.32 6 75 535.75 $7.85 $14.44 $0.00 $58.04 7 80 $38.13 $7.85 $14.77 $000 $60.75 1 8 90 $42.89 $7.85 $15.44 $0.00 $66.18 al .Notes' Steps are 750 hrs. Apprentice to Journey _ --- - "-- '- --' " - - - rker Rativaa DEMO:ADZEMAN 12/01/2014 $34.75 $7.30 $12.95 $000 $55.00 S LABORERS-ZONE 3(BUILDING&SITE) 06/01/2015 $3550 $7.30 $12.95 $000 $55.75 12/01/2015 $36.25 $230 $12.95 $0.00 $56.50 For apprentice rates zee App e icLABORER" r ii DEMO: BACKHOE/LOADER/HAMMER OPERATOR 12/01/2014 $35.75 $7.30 $12.95 $0.00 $56.00 LABORERS-ZONE3(BUILDING&SITE) 06/01/2015 $36.50 $7.30 $12.95 $0.00 $56.75 12/01/2015 $37.25 $7.30 $12.95 $0.00 $57.50 41 For apprentice rates see"Apprentice-LABORER" DESO:BURNERS 12/01/2014 $35.50 $7.30 $8.95 $000 - LABORERS-ZONE 3(BUILDING&SITE) $55"> 06/01/2015 $36.25 $7.30 $12.95 $0.00 $56.50ill 12/01/2015 $37.00 $7.30 $12.95 $0.00 $57.25 For apprentice rates see"Apprentice-LABORER" DEMO:CONCRETE CUTTER/SAWYER 12/01/2014 $35.75 $7.30 $12.95 $0.00 $56.00 LABORERS-ZONE 3(BUILDING&SITE) SI 06/01/2015 $36.50 $7.30 $12.95 $0.00 $56.75 12/01/2015 $37.25 $7.30 $12.95 $0.00 $57.50 For apprentice rales see"Apprentice-LABORER" r r Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 8 of39 Y IS Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment _. DEMO:JACKHAMMER OPERATOR -- --- - -_ LABORERS-ZONE 3(BUILDING m SITE) 12/01/2014 $35.50 $7.30 $1295 $0.00 35575 is 06/01/2015 $36.25 $7.30 $12.95 $0.00 85650 For apprenoaoriessee"Appcemce-L19oRER" 12/01/2015 $37.00 $7.30 $12.95 $0.00 $5725 _ _.._n DEMO:WRECKING LABORER Si LABORERS-ZONE 3(BUILDING&SITE) 12//01/3014 $34.75 $7.30 $12.95 $0.00 $55.00 06/01/2015 $35.50 $7.30 $12.95 $0.00 $55.]5 For apprentice rates see Apprentice-LABORER" 12/01/2015 $36.25 $7.30 $12.95 $0.00 $56.50 IN DIVER PILEDRIVER LOCAL 56(ZONE 3) 08/01/2014 $$8.24 $9.80 $18.17 $0.00 $8621 -- --._ 08/01/2015 $60.34 $9.80 $18.17 $0.00 $88.31 r DIVER TENDER - ------ -- $4160 $18.17 PILE DRIVER LOCAL 56(ZONE 3, 08/01/2014 $4160 $9.80 $18.17 $0.00 $6957 08/012015 $43.10 $9.80 $18.17 $0.00 371.07 DIVER TENDER(EFFLUENT) -- - sy PILE DRIVER LOCAL 56(ZONE 3) 08/01/2014 $62.40 $9.80 $18.17 $0.00 $9037 08/01/2015 $64.65 $9.80 $18.17 $0.00 $92.62 DIVER/SLURRY(EFFLUENT) -_- -- - -- RILEDRIVER LOCAL 56(ZONED08/01/2014 $87.36 $9.80 $18.17 $0.00 $115.33 W 08/012015 $90.51 $9.80 $18.17 $000 $11848 ELECTRICIAN(including Coe Drilling) ELECTRICIANS LOCAL 12/29/2014 $37.91 $9.05 $9.27 $0.00 $5623 06/28/2015 $38.71 59.05 $9.27 $0.00 $57.03 so 01/03/2016 $39.56 $9.05 $9.27 3000 $5738 07/03/2016 $40.46 $9.05 $9.27 $0.00 $5378 in 01/01/2017 $41,36 $9.05 $9.27 $0.00 $59.68 aim Apprentice- ELECTRICIAN-Local 7 Effective Date- 12/292014 Supplemental Step percent Apprentice Base Wage Health Pension unemployment Total Rate 40 no $15.16 $4.00 $0.45 $000 $1961 2 45 $17.06 $4.00 $0.45 3 $0.00 $21,51 50 $18.96 $9.05 $5.10 $0.00 $33.11 in 4 55 $20.85 $9.05 $5.10 $000 $35.00 5 65 $24.64 $9.05 $6.10 $0.00 $39.]9 is 6 70 $26.54 $9.05 $7.10 $0.00 54269 Effective Date- 06/28/2015 seppiemental Step percent Apprentice Base Wage Health Pension unomploonient Total Rate ma 1 40 $15.48 $4.00 $0.46 3000 -� � 51994 2 45 $17,42 $4.00 $0.46 $0.00 $21.88 3 50 $19.36 $9.05 $5.11 $0.00 $33,52 isi 4 55 $21.29 $9.05 $5.11 $0.00 $3545 5 65 $25.16 $9.05 $6.11 ea 6 70 $0.00 $40.32 $27.10 $9.05 $7.11 $0.00 $43.26 Notes:Pre-5/31/11 Begins at Step 3$37.13/4$39,02/5$43.37/6$45.44 • y Steps I-2 are 1000 hrs;Steps 3-6 are 1500 hrs. Apprentice to Journe -- - --- - -- - - - yrvorkerRatb:2:3***^ - -- - - r Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 9 of 39 r I Classification Effective Date Base}gage ',tempi Pension S°pPlxmeUtvl Toil Rate Unemployment ELEVATOR CONSTRUCTOR -' 46 ELEVATOR CONSTRUCTORS WCL 41 01/072014 $46.92 $12.73 $13.46 $0.00 57311 � 01/01/2013 $47.73 $13.58 514,21 $0.00 $75.52 til 01/01/2016 S48"77 $14"43 $14.96 50.00 $78.16 01/012017 $49.90 $15.28 $15.71 $0.00 $80.89 '9 a .apprentice- ELEV4TQR CORISIRUCZOR-Local 41 tr Effective Date- 0701/1014Ili Supplainantal Step percent Apprentice Base Wage Health Pension 17471111887144 Total Rate As 50 42346 $1273 $13.46 $0.00 54965 2 55 825.81 $12.73 513,46 $0.00 $52.00 3 65 $30,50 $12,73 $1346 $0.00 $56.69 4 70 $32.84 $12.73 $13.46 $0.00 $59.03 iii 5 80 $3758 $12.73 413,46 $0.00 $63.73 A Effective Date- 01/01/2015 I supplemanal Step percent Apprentice Base Wage Health pension Unmpinyment Total Rate 1 50 $23.87 $13.58 314 $31 66 21 $0.00 H 2 55 $26.25 $1358 $14.21 $0.00 $'54,04 Ili 3 65 $31,02 $1158 $14.21 $0.00 $58.81 _ 4 70 $33.41 $13.58 $14.21 $0.00 $e120 L` La ill 5 80 $38.18 $13.55 $14.21 $0.00 $65.97 Notes: Steps 1-2 are 6 mos,;Steps 3-5 are 1 yearSi Apprentice to Journey corker Ratioatl ELEVATOR CONSTRUCTOR HELPER - - -- - - -- - ELEVATOR CONSTRUCTORS LOCAL 4] 01161/2014 $32.84 $12.73 $13.46 $0.00 $59.03 01/01/2015 $33.41 ,$13,58 $14.21 $0.00 $61.20 w 01/0/2016 $34.14 $14.43 $14.96 $0.00 563.53 r For apprentice atess¢'A 01/01/2017 $34.93 $15.28 $15.71 $0.00 $65.92 ppnntluc�ELEVATOR CONSTRUCTOR" a FENCE&GUARD RAIL ERECTOR(HEA V Y&HIGHWAY) - s5 7210 LABORERS ,ONE 3IHE) T&HIGHWAY) V2914 $28.24 $7.30 $10.18 $0.40 $4512 id 06/01/2015 $2874 $7.30 $10.18 $0.00 $46.22 12/012015 $29.24 $7.30 $10.18 $0.00 $46.72o 06/01/2016 $29.74 $7.30 $10.18 $0.00 $47.22 S 12/01/2016 $30.49 $7.30 $10.18 $0.00 847.97 For Far apprenttnerates Ap e-L*BOR R alnavy end Highway FIELD NG ENGIENG,INNEERS Bf UG,SITE,HVYLI WY OPERATINGENOlN5ERSLOCAL48 116/01/1999 $1$$4 1,4.$0 $4.10 $0.00 $2774 Ili FIELOPERA' ENGENGINEERS LOCAL $2 i GINEERSLOCAL9A 06101!(449 $2 L33 $4.80 44.10 $0.00 $30.23 FIELD ENCI,SURVEY CHIEF'-BLDG,SITH,HVY/HWY a Y OPERATING ENGINEERS LOCAL 98 06/01/1999 $22.33 $4.80 $4.10 $0.00 $31.23 S ■ Issue Date: 12130/2014 Wage Request Number; 20141230-023 Page I0004 r Classification Effective Dare Rase Wa$e Health Pension Suppltmental -[uml Rate r nemp0 FIRE ALARM INSTALLER 12/29/2014 $37.91 $9.05 $9.27 $0.00 $5623 51.x"-'PJCiAY«ni: 06/252015 $38.71 $9.05 $9.27 $0.00 $57.03 ois 01/03/2016 $39.56 $9.05 $427 $0.00 $57.88 07/03/2016 $40.46 $9.05 $9.27 $0.09 $58.78 r (11`0B2017 $41.36 $9.05 $927 $0.00 55968 Farepp¢nuce rags see"Apprentice-ELECTRICIAN" FIRE ALARM REPAIR//MAINTENANCE 12129/ 914 53]91 59.05 $9.27 $0.00 $56.23 /COMMISSIONING&LECtmmuNs 06/28/2015 $38.71 $9.05 $9.27 $0.00 $57.03 r FOCAL 01/03/2016 $39.56 $9.05 $9.27 $0,00 $988 07/03.2016 $40.46 $9,05 $9.27 $0.00 558.78 W 01/01/2017 $41.36 $9.05 $9.27 $0.00 $59.68 For apNwn Ica.r^assea"Raprrrdce-TELECOMMUNICATIONS TECHNICIAN' FIREMAN 12/01/2014 $3216 $9.70 $11.00 $000 $52.86 Ye OPER+nNG ENGINEERS LOCAL 9 06/01/2015 $32.91 $9.70 $11.00 $0.00 $5361 12/01/2015 $33.66 $9.70 SI 400 $0.00 $54.36 to Apprentice- OPERATING ENGINEERS-Local 98 Class3 Effective Date- 12/01/2014ini seppmmm:ai Step percent Apprentice Base Wage Health Pension wsmphymem Total Rate I 60 519.30 $9.70 $11.00 $000 $40.00 y( 2 30 $22.51 $9.70 $11 00 $0.00 $43.21 3 80 $25,73 $9.70 SI 1.00 $0.00 $46.43 4 90 $28.94 $9.70 $11.00 $000 $49.64 is Effective Date- 06/01/7016 9upplom rust Sep percent Apprentice Base Wage Health Pension uaemplo-ymam Tom]Rate b I 60 $19.75 $9.70 $11.00 $0.00 $4045 2 70 $23.04 $9.70 $11.00 $0.00 $43.74 3 g0 .$26.33 $9.70 SI 1.00 $0.00 $47.03 M 4 90 $29.62 $9.70 $11.00 $0.00 $50.32 ,Notes: - Steps 1-2 are 1000 hrs.:.Steps 3-4 are 2000 hrs. Apprentice to Journeyworker Ratio:l:6 - FLAGGER&SIGNALER(HEAVY 3 HIGHWAY) 12/01/2014 $20.50 $7.30 $10.18 $0.00 $37.98 LABORERS,ZONE 3('NEI VT N WICNWAY? 06/01/2015 $20.50 $7.30 $10.18 $0.00 $37.98 12/01/2015 $20.50 $730 $10.18 $0.00 $37.98 Y 06/01/2016 $20.50 $790 $10.18 $0.00 $37.98 12✓01/2016 $20.50 $7.30 $10.18 $0.00 $3798 For apprentice rates see"Appimrlce-LABORER(Heavy and Highwny) FLOORCOVERER 09/01/2014 $3179 $7.80 .$1396 $0.00 $53.55 F1wOsCoV/REASWCAi 2158 ZONE/11 r i/ Issue Date: 122/30/2014 Wage Request Number: 20141230-023 Page II of 39 S Classification RI(ectim Date Base Wage denim Pension Supplemental Trial Ram Iii llnem nlov mens illi Appreutlte. FLOORCOVERER Local 2168 Zone 111 Effective Date- 0401/2014 1pl canal 'p Step percent Apprentice Base Wage Health Pension c it o rm�m Total Rate 1 50 515,90 5780 $1.12 $71.00 ,82482 2 55 $1748 35.80 $1.12B 80.10 326A0 3 60 $19.09 $7.80 $111.51 $0.00 $3238 ail 4 65 $20.66 ,$7.80 $10.51 $0.00 ,$38,97 5 10 822.25 $7.80 $1166 5090 $41'1 111 6 `i $23.84 $':.80 $1 L6fi $0.00 $4730 7 811 $25.43 $7.80 $12,81 $0.00 $46.04 '2 8 85 $27.02 $7.80 $12.81 $0.00 $47.63 Notes: Steps are 250 hry. :1 Ill en APPrenticeta Jonrnetworker Ratios:( FORK I IF GE 12/012014 ,$ OPLPAnNi4ENGINEERSLOcat 99 $32338 Se $11,00 50.00 $5308 i 06/01/2015 $33.13 $9.70 $11.00 $0.00 $53.83 12/01/2015 $33.88 ,$9,70 $11.00 $0.00 5 Fm appisslle<messee'Appremioo OPeM]R:G ENGINEERS" $54.5$ 'S GENTR4'(ORS/ZiG}iT7NCr PLANTS OPERATING AVGINEERS COCA(98 12/01/2014 $2893 $979 $11.09 $9.00 $49.D3 06/012015 $29.68 $9.70 $11.00 $0.00 $5038 7 12/01/20159 7 For spprentce rates see"q PMr'nui 530.43 %.. 0 $11.00 $0.00 $51.13 iii cr.-OPEtLli WG ENG.l'EERS" GLAZIER(GLASS PLANK/MR BARRIERiNTERti2R SYSTEMS) 06/01/2014 434.58 $9.80 $]95 $0.00 $5213 -_ s GLAZIERS LOCAL 633 06/01/2015 $3]08 $10,25 $8.00 $0.00 $5333 S 06/01/2016 $35.58 $10.70 $8.25 $0,00 $54.53 I 44 ii 44 41 r Issue Date; 12/30(;014 Wage Request Number 20141230-023 Page 12 F139 r Classification Effective Date Base Wage Health Pension Supplemealal Total Rete NI UneenNorm en es Apprentice. GLAZIER-Local 1333 Effective Date- 06/01/2014 supplrmanta Step percent Apprentice Base Wage Health Pension cnemploymenr Total Rate or I 50 $17,29 $9.80 $1.00 $0.00 $28.09 2 56 $1945 $9.80 $1,00 $0.00 630.25 3 63 $21.61 59.80 $1.50 $0.00 $:12.91 r 4 69 523.77 59.80 $1.50 $0.00 $35.07 5 75 $25.94 59.80 $2.00 $400 $37.74 Is 6 81 $28.10 $9.80 $2.00 $0.00 $39.90 88 $30.26 $9.80 $7.75 $0.00 $47.81 8 94 $32.42 $9.80 $7.75 $0,00 $49.97 r Effective Date- 06/1/1/20)5 Sunplemenal Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 6 1 50 $17,54 31025 $1.00 $0.00 $28.79 2 56 $1973 $10.25 $LOU $0.00 $30.98 3 63 $21.93 $1015 $1.50 $0.00 $33.68 r 4 69 $$24.12 81025 $1.50 $0.00 135.87 ti 75 $26.31 $10.25 6200 $0.00 538.56 • 6 81 $28.50 $10.25 $2.00 $0.00 $40.75 + 88 $30.70 $1025 $8.00 $0.00 $48.95 8 94 $32.89 $10,25 $8.00 $0.00 $51.14 as Notes: so Apprentice to JQurneyworker Ratio ]:7 GRADER/TRENCHING MACHINE/DERRICK 12/0112014 $32.69 $970 51100 $0,00 $5119 OPERATING ENGINEERS LOCAL 98 SO 06101/2015 $33.44 $9,70 $11.00 $0.00 S54.14 12101/2015 $34,19 $9.70 $11.00 $0,00 $54.89 For apP'emtce rates see"ApptmM1444 OPERATING(NGINEERS" i HVAC(DUCTRRK) 01/0 12014 53 232 $8.6 4 6 1430...__$i s6 $56.%2 SHEEYW5TAL WORKERS LOCAL 63 011012015 $32.97 $8.64 $14.20 $1,66 $57.47 07/01/2015 $33.03 $8.64 $14.79 $1.66 $58.12 as 01/01/2016 $33.73 $8,64 $14.79 $1.66 $58.82 02/01/2016 $34.44 $8.64 $14.83 $1.66 $59.57 01/01/2017 $35.19 $8.64 $14.83 $1,66 $60.32 SO For ap?entce mitm see'Apprennee-SHEET METAL WOPJCFR' HVAC(ELECTRICAL CONTROLS) 1229/2014 $37.91 59.05 $9.27 $0.00 $5623 ELEC.=RICIA.NSLOCAL% 06/28/2015 $38.71 $9.05 $9,27 $0.00 $52,03 SI 01/03/2016 $39.56 $9.05 $9.27 SRO& $5188 07/03/2016 $40.46 $9.05 $9.27 SORE $5828 is 01/01/2017 $41.36 $9.05 $927 8000 559,68 For apprentlne sates see"Apprentice-41-EC1 RICIAN' Ili Issue Date: 12/30/2014 Wage Request Number 20141230-023 Page 13 of 39 Wit CIaslHrasion Effective Oast Rase wage Beals Pension 5°POiempmal Total Nate ill H6 AC(TESTING AND BALANCING-AIR) - - - Leen=olaof°ymem SHEt-EMELfl.WORKERSLora d3 07/01/2014 $32.32 $8.64 $14 20 $1.66 $5682 01/01/2015 $32.97 $8.64 $14.20 $1.66 $4.47 S 07501/2015 $33.03 $8.64 $6479 $3.66 $5S.12 01/012016 $33.73 $8.64 $14,79 $1.66 $58.82 07/01/2016 $34A4 $8.64 $14,83 $1.66 $59.57 Yl ear apprcm;a ruu�rc<"Appnnaa- 01/01/2017 535.19 $864 $14.83 $1-66 $6(132 SHEET METAL WOftl(eR- q a HVAC(TESTING AND BALANCING-WATER) St PLUMBERS,&PIPED/TIERS LOCAL 604 09/17/2014 $36.81 $8.30 $14,2.5 $0.00 $5q,36 IA 03/17/2015 $37.56 $8.30 $14.,25 $0.00 $60.11 09/172015 .$3831 $830 $14,25 $0.00 $6086 A Par appre,nrice nm see"APprcmice-PIPEFIIYUR'or"PLUMBER/PIPEFIITER" 03117/20I6 $39.31 ;$,30 $15.2$ $0 00 $61.86 HVAC MECHANIC - a PLumBERss FmerirrcxstoC'nuoc 09/17/2014 $3681 $830 $14.25 $0.00 $7936 di 03117/2015 $37-56 $830 $1425 $0.00 $60-I1 09/17/2015 $38.31 $830 $14,25 $000 $6086 Fora03/172016 $39.31 1$8.30 $14.25 $0.00 part ice rates se Apprentice PIPEIPI FR"or"PLUMBER/PIPEFITFER" $61$fi lii HYDRAULIC DRILLS E ) (&HtGKY&HIG(9WAY) 7'u1lt?gt< bag'& £7.30 $50.(8 ��- $46 ? LABORERS KcnFl;x;✓an&x/cxxar/ $000 .22 06/01/2015 $29.24 $7.30 $10.18 $0.00 $4672 4 12/01/2015 $29.74 ,$7.30 $10.18 $0.00 $4722 a 06/01/2016 $30.24 %'1.30 $10 18 $0-00 $402 IliEsepprcmm=rem:see'Apprcnuw- a 22/01/2016 $3499 $730 $10.18 $0.00 LABORER(Heavy and Ht£mar) 548.47 INSULATOR(PIPES&TANKS) - - ""- - -.- _. y HLET&;ROSS INSULATORS MICR 6/SPRINCR/E/c)f 09/01/2014 $34.65 $1125 $1260 $0.00 SS8 J0 Iii Apprentice- ASBESTOS INSULATOR(Pipes& Tmrks/-Local 6 SpringfieldIiii Effective Dote- 09/01/2014 supaenkmat 6St percent AFP ntice Bae Wage Heak Pennon u pI neemo Total Rate 01. 1 50 $17,33 $11-25 $9.35 $'0.00 $3793 2 60 $2079 $11.2.5 $10,00 $0.00 $42.04 3 70 $24.26 $11-25 $10.65 $0.00 $46-16 a 4 80 $2732 $11-25 $I 1.30 $¢L09 $50 27 Steps are 1 yearill Apprentice to Journeyworker R tio:1:4 -_ "' - -- _ y IRONWORKER/WELDERIli IRONWORKERSOCAL J(SPRIN(Y%ELD AREA) 03/16/2014 $29.62 $].70 $1875 $0.00 $56.02 I Ai Si Issue Date: 122530!2014 Wage Request(Number: 20141230-023 Page 14 of 39 I - Classification DateSnlemen al pp Effective BaseWage Health Pension Total Rate Unemployment a Apprentice- IRONWORKER-Local 7Springfield Effective Date- 03116/2014 Step percent supplemental Apprentice Base Wage Health Pension unemoloathea Total Rate $17.77 $7.70 $18.75 $0.00 544.22 2 70 $20.73 $7.70 75 $18.75 $0.00 $47.18 $22.22 $7.70 $18.75 $0.00 $48.67 4 80 $23.70 $7.70 518.75 $0.00 $50.15 5 85 $25.18 $7.70 518.15 sis 6 90 $0.00 $51.63 $26.66 $7.70 $18.75 $0.00 $53.11 Notes: V Structural 1:6;Ornamental 1:4 Apprentice to J rneywork Ratio: JACKHAMMER&PAVING BREAKER OPERATOR - - as (AHOftE.4S-ZONE3(BUILDING 12/01/2014 $7.30 $11 15 ( SITE) $28.74 $0.00 $47.19 06/01/2015 $29.43 $7.30 $11.15 $0.00 $4738 12/07/2015 $30.11 $7.30 $11.15 $0.00 $4856 W 06/06/2016 $30.80 $7.30 $11.15 $0.00 $49.25 For neprent;cerazes see A 12/05/2016 $31.48 $7.30 $11.15 $0.00 $4993 pprennan LABORER" So LABORER LABORERS-ZONE 3(BUILDING&SITE) 12/01/2014 $28-49 $7.30 $11.15 $0.00 $46.94 06/01/2015 $29.18 $7.30 $11.15 $0.00 $47.63 as 12/07/2015 $29.86 $7.30 $11.15 $0.00 $4811 06/06/2016 $30.55 $7.30 $11.15 $0.00 $49.00 12/05/2016 $31.23 $7.30 $11.15 $0.00 $49.68 ma Apprentice- LABORER-Zone 3 Building&Site iw Effective Date- 12/01/2014 Step percent Apprentice Base Wage Health nempleymenI g Pension unemployment Total Rate I 60 2 517.09 $7.30 $11.15 $0.00 $35.54 70 $19.94 $7.30 $11.15 $38.39 3 80 30 00 $22.79 $7.30 511.15 $0.00 54124 4 90 $25.64 $7.30 $11.15 $0.00 $44.09 Effective Date- 06/01/2015 Step percent Apprentice Base Wage Health supplemenul es -' -- .- Pension unemployment "total Rate 1 60 2 $17.51 $7.30 $11.15 $0.00 $35.96 - - - 70 $20.43 $7.30 SI 1,15 $38.88 3 80 0.00 $23.34 $7.30 $11.15 $0.00 $4I]9 or 4 90 $26.26 $7.30 $11.15 $0.00 $44.71 MI 'Notes; Apprentice to Jo r eyworker Ratio:1:5 Y Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 15 of 39 r ill Classification Effective Date flare Wage Haan Pe.nxmn Unemployment Tote Raft LABORER(HEAVY&HIGHWAY) -. - �_... $0.00UnDiem LABORERS.ZONES(HEAVY&HIGHWAY) 12/01/2014 $27.99 $7.3030 $10.18 $4 97 06101/2015 $28.49 $10.18 $0.00 $4537 iii 12,101/2015 $28.99 $7.30 $10.18 $0.00 $46.47 06/01/2016 $29.49 $7.30 $10.16 80.00 346.97 '•3 12/01/2016 $30.24 $7.30 $1018 $0.00 $47.72iiii Apprentice- LABORER(Heavy&Highway)-Zone 3iill Effective Date- 12/01/2014 Supplementalal Step percent Apprentice[lase Wage Health Pension UuaraPEAment Total Rate ilk t 60 316.79 $7,30 $10.18 50.00 $3427 2 70 $1959 $7.30 310,18 ,$0.00 $3107 m 3 80 $22.39 $7.30 $10.18 30.00 $39.87 4 90 525.19 $730 $10.18 $0.00 $42.67 e Effective Date- 06/01/2015 fa nepnnStep percent Apprentice Base Wage Health h Pension unemployment Total Rate I 60 $1709 57.30 $10.18 $0.00 . ...$3457 1 2 70 $1994 $7.30 $10.18 $0.00 $37.42 Iii 3 80 $22.79 $7.30 $10.18 $0.00 4 40 $40,27 a $25.64 87.30 $10.18 $0.00 $4312J '.Notes: 9 3 iii Apprentice to Journeyworker Ratio:3:5 LABORER CARPENTER TENDER_ LABORERS ZONE)(BUILDING 12/01/2014 $2849 $7,30 $1115 $000 $4694 Yr" 06/01/2015 $29.18 $7.30 $11.15 $0.00 347.63 12/07/2015 529.86 ,$7.30 $1115 $0.00 $4831 0 6/0 6201 6 530.55 $730 311.15 $0.00 549.00 Far appreralce.rates see''a 12/052016 831.23 $7.30 $11.15 $0.00 $49.68 pV^�'alife�LABORER" LABORER:CEMENT FINISHER TENDER ,j LABORERS,ZONE S/amtotaGeSITS 12/01/2014 $28.74 $7.30 $11.15 $0.00 $43.19 li 0610E2015 $29.43 $7.30 $11.15 $0.00 $47.88 12/07/2015 $30.11 $7,30 511.15 $0.00 $48,56 ' 06/06/2016 $30.80 $7.30 $11.15 $0.00 $49.25 Sit 12105/2016 $31.48 $7.30 $1115 $0.00 $49.93 For appramara rales see-.Appre m LABORER' LABORER. HAZARDOUS WASTE/ASBESTOS REMOVER LABORERS ZONE 3(BUILDING&SITE) 12/01/2014 $28.59 $7.30 $11.15 $0.00 $47 04 al 06/01/2015 829.28 $7.30 $11.15 $0.00 $47.73 pn�max as :<. a 12/07/2015 $29.96 $7.30 511.15 $9-00 For% e ,nyemme-LABORER' $480! oil LABORER'.MASON TENDER LABORERS-ZONE 3(BUILDING ks]TE) 12/01/2014 $29.49 $7.30 $11.15 $0.00 $4794 06/01/2015 $30.18 $7.30 $11.15 $0.00 $48.63 al 12/07/2015 $30.86 $7.30 $I 1,15 S(00 $19.31 00/06/2016 $31.55 $7.30 $11.15 $0.00 $50.00 12/05/2016 $32.23 $7.30 SI 1.15 $0.00 $50.68 ■ Issue Date; 12/30/2014 Wage Request Number: 20/41230-023 Page 16;5139 • Iln Classification Effeelive Date Base Wage a Health Pension Supplemental Total Rate For apprentice rates see'A pprentice LABORER" On mPloYmenl LABORER.MASON TENDER(HEAVY&HIGHWAY) LABORERS-ZONE 3(H[Avra HIGHWAY) 12/01/2014 $28.24 37.30 $10.18 $0.00 $45.72 ISO 06/012015 $28.74 $7.30 $10.18 30.00 $4622 12/01/2015 $2924 $7.30 $10.18 $0.00 $4672 i 06/01/2016 $29.74 $7.30 $10.18 $0.00 $47.22 For apprentice rates see"Apprentice-LABORER(Heavy and Highway) 12/01/2016 $30.49 $7.30 $10.18 $0.00 $47.97 LABORER:Z MULNESBULDNG E&TENDER) x� LAaoR£Rs-zoNEI(eu¢oLNca SITE) 12/012014 $28.49 $7.30 $11.15 $0.00 $46.94 06/01/2015 $29.18 $7.30 $11.15 $0.00 $47.63 12/07/2015 $29.86 $7.30 $11.15 $0.00 34831 06/06/2016 $30.55 $7.30 $11.15 $0.00 $49.00 For apprentice rates see 12/05/2016 $31.23 $7.30 $11.15 $0.00 $49.68 "Apprentice. is LABORER:TREE REMOVER LABORERS-ZONES(BUILOING SITE/ 12/01/20 14 $28.49 $730 $1115 $0.00 $46.94 06/01/2015 $29.18 $7.30 $11.15 $0.00 $47.63 12/07/2015 $29.86 $7.30 $11.15 $0.00 $4831 06/062016 $30.55 $7.30 SIL I 5 50.00 $4900 This niaslBaoon applies to all vee work associated.4m the removal of standing 12/05/2016 $31.23 $7.30 $11.15 $0.00 $49.68 _ a utility company for the purposefoperation, mine p or utility g u trimming d removal h dF e MBORER" is no tlonc� LASER BEAM OPERATOR p q pmen F pp zee Ep`7.30 BORER_ LABORERS-ZONE 3(BUILDING k SITE) 12/012014 $2$.74 $7.30 $11.15 $0.00 $47.19 06/01/2015 $2943 $7.30 $11.15 $0.00 $4788 r 12/072015 $30.11 $7.30 $11.15 $0.00 $48.56 06/06/2016 $30.80 $7.30 511.15 $0.00 $49.25 is Po apprentice rates ree^A 12/052016 $3148 $7.30 $11.15 $0.00 $49.93 ppontice-LABORER" LASER BEAM OPERATOR(HEAVY&HIGHWAY) LABORERS-ZONE S(a[n yr@HIGHWAY) 12/01/2014 $28.24 $7.30 $10.18 $0.00 $45.72 06/01/2015 $28.74 $7.30 $10.18 $0.00 $46.22 12/01/2015 $2924 $7.30 $10.18 $0.00 $46.72 06/01/2016 $29.74 $7.30 $10.18 $0.00 $47.22 IS Forapprentice rales see12/01/2016 $30.49 $7.30 $10.18 $0.00 $47.97 "Apprentice.LABORER(Heavy and Highway) MARBLE&TILE FINISHERS -- - - --- - -- 5 -- 0. eocnu rsvwE3rT)_renpel,[a tree 0 9/0 12 0 1 4 $30.85 $10.18 $16.07 50.00 $57.10 BRICKLAYERS 03/02/2015 $31.41 $10.18 $16.07 $0.00 $57.66 08/31/2015 $32.32 $10.18 $16.13 $0.00 $58.63 02/29/2016 $32.89 $10.18 $16.13 $0.00 $59.20 09/05/2016 $33.80 $10.18 $16.20 $0.00 $60.18 02/27/2017 $34.37 $10.18 $16.20 50.00 $60.75 W Issue Date: 12/30/2014 Wage Request Num ber: 20141230-023 Page 17 of 39 Classification Effeeri.:➢ate Base Wage Math Pension SupPtemental fetni Rate a Hnem plopntent 7i Apprentice- WARBLE-TILE-Z'ERR4L7.ta FGM1ISHElY-Local 3 333,3 dle/)'He fSp3P30 Effective Date- 09/01/2014 Step percent opg mem I k Apprentice Base Wage Health Penssio unemployment Total Rate I 50 $14.43 $10.18 $16 07 $0.00 $41 6 8 2 60 $1856 $1018 $16.07 $0.00 $44.76 3 70 $21.60 $1018 $11+.07 $0.00 $47.85 giiii 4 80 $24.68 $10.18 $111.07 $0.00 $50.93 5 90 $27-77 $10.18 $16,07 3000 85402 3 Effective Date- 03/02/.013 Step percentSupplemcmel Apprentice ease Wage Health Pension l.semgegment 'IWI'al Rate 1 50 $15.71 $1018 ill $16.07 $0.00 $41.96 2 60 518.85 $10.18 $1607 $0.00 $45.10 3 20 $21.99 $10.18 $1607 $0.00 $4824 ill 4 80 $'23_13 $10.18 $16.07 $0.00 $51.}8 5 90 $2827 $1018 516.07 b SO $54.52 �_ :Notes. _ __. .. fi Apprentice to Journty orka Ratio:I:S MARBLE MASONS TILaLAYERS&TERRAZZO MECH $10. - - -. ere/CKLAYERSLOCAL 3(SPR/Pp11-MARBLE&nee 99/01/2014 $37.46 $1012 $1638 $0.00 $64 02 }S 03/022015 $3802 $1018 816138 $0.00 $6458 r♦ 08/3162015 $3893 510.18 516.45 50.00 $65555 02/29/2016 $3949 $10.18 $1645 $0.00 $66.12 09/05/2016 540.39 ,$10.18 $16.53 $0.00 $67.10Ili 02/27/2017 $40.96 $10.18 $16.53 $0.00 $67.67 i a J a eiiW al i Issue Date: 12/30/2014 Wage Request Numbers 20141230-023 Page 18 of 39 111 sa Classification Effective Dare Base Wage Health Pension Supplemnvaal Total Rare UnetnnlucmePt r Apprentice- MARBLE-TILE-TERRAZZO MECH-Local3 Marble/Tile(.S TIPitt) Effective Date- 09/0142014 Supplemental Step percent Apprentice Base Wage Health Pension usempIornent Total Rate se 1 50 418.73 $10.18 $16.38 $0.00 $45.29 2 60 $22.48 $10.18 $16.38 $0.00 $49.04 r3 70 82622 $10.18 $1628 $0.00 $52.78 4 80 829.91 $10.18 $16.38 $0.00 $55.53 5 90 $33.71 $10.18 $16.38 $0.00 $60.27 is Effective Date- 05102/2015 Supplememw Step percent Apprentice Buse Wage i lealth Pension useisaPissmsi Total Ram is I SO $19.01 $10.18 $1638 $0.00 $45.57 2 00 522.81 $1018 $16.38 $0.00 $49.31 n 70 $20.61 $10_I8 516.38 $0.00 $53.17 Yii 4 80 $30,42 510.18 41638 $0.00 $56.98 5 90 $34.22 310.18 516.38 $0,00 560.78 r INotes: y Apprentice to JanrnGvwurker RalioJ:S MECO SWEEPER OPERATOR(ON CONST. SITES) 12/01/2014 532.69 $9,70 SI1.00 50.00 $52.39 OPERATING EhWN 1$&S WCA/,98 06/01/2015 .533.44 $9.70 SI1.00 50.00 $54.14 a 12/01/2015 $34.19 $9.70 511.00 SOHO 554.8P For apprentice rates see'Apprentice-OPERATING ENGINEERS" MECHANIC/WELDER/BOOM TRUCK 12/01/2014 $32.16 $970 $11.00 $0.00 552.86 Illi e'6Ra¢xG ErvC.]N£&ssl ea:ac 98 06/012015 $32.91 $9.70 411.00 $0.09 $53.61 12/01/2015 $33.66 $9.10 $11.00 50.00 $5436 Fm apprmtlm rates see"Appy ndcc-OPERATING ENGINEERS" Ir MILLWRIGHT(Zone 3) 10/01/2014 $3238 59.80 $16.21 $0.00 $58.39 Mltt vRIGHTS WCAI.1121-Zone d 04/01/2015 533.13 59.80 51623 50.00 $59.14 is r si r r W Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 19 of39 ft aClassification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment S Apprentice- MILLWRIGHT-Local 1/2/Zone 3 Effective Date- 1C/01/2014 supplemental _ Step percent Apprentice Base Wage Health Pension unemployment Total Rate ili I 55 $17.81 89.80 $4.48 $0.00 $32.09 2 65 $21.05 $9.80 $1336 $0.00 $44.21 3 75 $24.29 $9.80 $14.18 $0.00 $48.27 Y 4 85 $27.52 $9.80 $14.99 $0.00 $52.31 Effective Date- 04/01/2015 all Supplemental Step percent Apprentice Base Wage Health Pension unemployment Total Rate 1 55 $18.22 $9.80 $4.48 $0.00 $32.50 Ili 2 65 $21.53 59.80 $13.36 $0.00 $44.69 3 75 $24.85 $9.80 $14.18 $0.00 $48.83 85 1 $28.16 $9.80 $14.99 $0.00 $52.95 8 al Steps are 2,000 hoursli Apprentice to Journey o ker Ratio:I:5 74 MORTAR MIXER 12/01/2014 $28.74 $7.30 $11.15 $0.00 847.19 iiiLABORERS-ZOEE3(BUILDING ASITE 06/01/2015 $29.43 $7.30 $11.15 $0.00 $4788 12/07/2015 $30.11 $7.30 $11.15 $0.00 $48.56 "3 4 06/06/2016 ¶30.80 $7.30 $11.15 $L00 $49.25 N 12/05/2016 531.48 $7.30 $11.15 $0.00 $49.93 EDI apprentice cams see"Apprentice-LABORER OILER 12/012014 $27.85 $9.70 $11.00 $0.00 $48.55 A OPERATING ENGINEERS LOCAL 93 06/01/2015 $28.60 $970 $11.00 $0.00 $49.30 12/01/2015 $29.35 $9.70 $11.00 $0.00 $50.05 Far apprentice rates see'Apprentices OPERATING ENGINEERS' a OTHER POWER DRIVEN EQUIPMENT-CLASS VI 12/012014 $25.87 $9.70 $11.00 $0.00 546.57 OPERATING ENGINEERS LOCAL 98 06/01/2015 $26.62 $9.70 $11.00 $0.00 $4732 isi 12/01/2015 $27,37 $9.70 SI 1.00 $0.00 $48.07 For apprentice mics see'Apprentice OPERATING ENGINEERS" PAINTER(BRIDGES/TANKS) 07/01/2014 $46.76 $7.85 $16.10 $0.00 $7071 PAINTERS LOCALL3535.ZONE 3W 01/01/2015 $47.66 $7.85 $16.10 $0.00 $71.61 07/01/2015 $48.56 $7.85 $16.10 50.00 $72.51 01/01/2016 $49.51 $7.85 $16.10 $0.00 $73.46 if 07/01/2016 $50.46 $285 $16.10 $0.00 $7441 01/01/2017 $51.41 $7.85 $16.10 $0.00 $75.36 r r Si Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 20 of39 no Classification Effective Date Bast Wage Health Pension SuPPlcmen tnl Ton I Rate t nDarksmenz is Apprentice- PAINTER Local 35 -BRIDGES/TANKS Effective Date- 07/01/2014 S yptmammai Step percent Apprentice Base Wags. Health Pension enamplaymeni Total Rate se 1 50 $23.38 $7.85 $0.00 $0.00 53123 2 55 $25.72 $7.85 $3.66 $0.00 $37.23 3 60 $28.06 57,85 $3.99 $0.00 $39.90 so 4 65 530.39 $7.85 $432 $0.00 $4256 5 70 $32.773 57,85 914,11 $0.00 $54,69 is 6 75 $35.07 $7.85 $14.44 $000 .45396 7 80 $37.41 $7.85 $14.77 $0.00 560.03 $ 90 $42.08 $7.85 $15.44 30.00 $65.37 a Effective Date- 01/01/20]5 syPienreaet Step percent Apprentice Base Wage Health Pension unemployment Total Rate ar 1 50 $23.83 57.85 $0.00 $0.00 $31.68 2 55 $26.21 $7,85 $3.66 $0.00 $37.72 3 60 528.60 $7.85 5399 $0.00 $40.44 so 4 65 $30.98 5755 54.32 80.00 543.15 5 70 533.36 57.85 $7.411 $0.00 55532 • 6 75 $35.75 $785 $1444 S0.00 $58.04 7 80 $38.13 $785 $14,77 $0.00 56095 8 90 $42.89 $7.85 $15.44 $000 $66.18 a Notes: Steps aro 730 hrs. a _ Apprentice to Journeyworker Ratio:I:l PAINTER(SPRAY OR SANDBLAST,NEW)* 07/01/2014 $3038 $7.85 $12.30 $0.00 $50.53 * If 30%or mere o£surfaces 67 be sainted are new construction, • 01/012015 53123 $7.85 $12.30 5000 $5138 NEW paint rate shall be used TR/N'/ERS LOCAL Is-ZONE 3 07/01(2615 532.03 $7.85 $12.30 $0.00 35218 01/012016 $32.93 57.85 $1230 150.00 $53.08 on 07591(2016 53378 $7.35 512.30 50.00 $5393 01/01/2017 $34.68 $7.85 $12.30 $0.00 554.83 W ei MO W Ils. Issue Date: 12/30/2014 Wage Request Number: 20141230023 Page 21 of39 Y S Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment R Apprentice- PAINTER Local 35 Zone 3-Spray/Sandblast-New Effective Date- 07/0IR0I4 Supplemental Step percent .Apprentice Base Wage Health Pension Unemployment Total Rate I 50 $15.19 $7.85 $0.00 $0.00 $23.04 2 55 $1671 $7.85 $1.57 $0.00 $26.13 -x 3 60 $18.23 87.85 $1.71 $0.00 $27.79di 4 65 $19.75 $7.85 $1.85 $000 $29.45 5 70 $21.27 $7.85 $11.45 $0.00 $40.57 Ili 6 75 $22.79 $7.85 $11.59 $0.00 $42.23 7 80 $24.30 $7.85 $1193 $0.00 $43.88 n 8 90 $27.34 $7.85 $12.02 $0.00 $47.21 S Effective Date- 01/01/2015 I Supplememal ;. Step percent Apprentice Base Wage Health Pension Unempleyment Total Rate lia 1 50 $1562 57.85 $000 $0.00 $23.47 2 55 $17.18 $7.85 $1.57 $0.00 $26.607 3 60 $18.74 $7.85 5171 $0.00 $28.30 a 4 65 520.30 $7.85 $1.85 $0.00 $30.00 5 70 $21.86 $7.85 51145 $0.00 $41.16 di 6 75 $23.42 $7.85 $11.59 $0.00 $42.86 7 80 $24.98 $7.85 $11.73 $0.00 $44.56 8 90 $28.11 $7,85 $12.02 $0.00 447.98 .S :Notes: g Steps are 750 hrs. di Apprentice to Journeyworker Ratio:I:1 "'- PAINTER(SPRAY OR SANDBLAST,REPAINT) 07/01/2014 $27.70 $7.85 $12.30 $0.00 $4785 i PAINTERS LOCAL 35-ZONE 3 y 01/012015 $28.55 $7.85 31230 $0.00 $48.70 07/012015 529.35 $7.85 $12.30 $0.00 $49.50 01/01/2016 $30.25 $7.85 $12.30 $0.00 $50.40 di 07/012016 $31.11 $7.85 512.30 $0.00 $51.26 01/01/2017 $32.00 $7.85 $12.30 $0.00 $52.15 S S r' IW Y Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 22 of 39 i Classification Effective Dam Base Wage Health Pension Supplemental Toml Rate �/ Ilnematovment r Apprentice- PAINTER Local 35 Zone 3-.Sproy/S'andhlost-R€paint Effective Date- 07/01/2014 aapxmenvb Step percent Apprentice Base Wage Health Pension eaempnynem Total Rate r 1 50 $17.85 $7.85 50,00 $100 $2170 2 55 $15.24 $7.85 $1.57 $0.00 324.86 3 60 $1662 $7.85. $1.91 $0.00 $26.18 r 4 65 818.01 $7.85 $1.85 $0.00 $2791 5 70 $19.39 $7.85 $11.45 $0.00 $38.69 is 6 75 52078 $7.85 $11.59 $0.00 $40.22 7 80 $22.16 $7.85 $11.73 $0.00 $4174 8 90 324.93 $7,85 $12.02 $000 $44.80 r Effective Date- 01/01/2015 Suppem$4:4 Step percent Apprentice Base Wage Health Pension Unemployment Total Rate a 1 50 $14.28 57.85 $0.00 $0.00 $22.13 2 55 $15,70 $7.85 £L57 £0.00 $25.12 3 60 $19 A3 $7$5 $1.71 $600 826.69 r 4 65 $18.56 $7.85 52.85 $0.00 $28.26 5 70 $19.99 $785 511.45 $0.00 $39.29 is 6 75 $21.41 $7.85 $11.59 $0.00 540.85 Y 80 $22.84 ,$7.85 $11 73 $0.00 $42.42 8 90 $25.70 $7.85 512.02 $0.00 545.57 • Notes:. .. Steps are 750 his. le Apprentice to Journeyworker Ratio:I:1 PAINTER/TAPER{BRISH.NEW2* 07/01/2014 $28.98 $7.85 $12.30 $0.00 $49.13 r *1f30%or more of surfaces to be painted are new construction, 011012015 $29.83 87-85 $12.30 $0.00 $49.98 NEW paint rate shall be used.PAIN TERE LOCAL 5•ZONE 3 07/01/2015 $30.63 $7.85 $12.30 $0.00 $50.78 01/01/2016 $31.53 $7.85 $12.30 $0.00 $51.68 En 07/01/2016 $32.38 57.85 $1230 $0.00 $52.53 01/01/2017 $33.28 $285 $12.30 $0.00 $53.43 r r is is a Issue Date: 12/30/2014 Wage Request Number. 20141230-023 Page 23 of 39 r 4 Classification Effective Date Base Wage Health Pension Supplemental Total Rate II Unein nlovment iiApprentice- PAINTER-Local 35 Zone 3-BRUSH NEW Effective Date- 07/01/2014 supplemental g, Step percent Apprentice Base Wage Health Pension Unemployment Total Rate illi I 50 $14.49 $7.85 $0.00 $0.00 $22.34 2 55 $15.94 $7.85 $1.57 $0.00 $25.36 ). 3 60 $17.39 $7.85 $1.71 $0.00 $26.95 4 4 65 818-84 $7.85 $1.85 $0.00 $28.54 5 $ 70 $20.29 $7.85 $11.45 $0.00 $39.59 6 W $21.74 $7.85 $11.59 $0.00 $41.18 7 80 $23.18 $7.85 51173 $0.00 $42.76 en 8 90 $26.08 $7.85 $12.02 50.00 $45.95 111 Effective Date- 01/012015 supplemecni Step percentApprentice Base Wage Health Pesion unempleyrcem Total Rate 4 50 $14.92 $7.85 $0.00 $0.00 $22.77 2 55 $16.41 $7.85 $1.57 $0.00 $25.83 RI 3 60 $17.90 $7.85 $1.71 $0.00 $27.46 ilii 4 65 $19.39 $7.85 $1.85 $0.00 $29.09 5 70 $20.88 $7.(35 $11.45 $0.00 $40.18 c lili 6 75 $22.37 $7.85 $11.59 $0.00 $41.81 7 80 $23.86 $7.85 $11.73 $0.00 $43.44 8 90 $26.85 $7.85 $12.02 $0.00 $46_72 :Notes: - - Steps are 750 his 4 Apprentice to Journeyworker Ratio:I:1 $ PAINTER/TAPER(BRUSH,REPAINT) 07/01/2014 $26.30 $7.85 $12.30 $0.00 PAINTERS LOCAL 35-ZONE,,3 $46.45 01/01/2015 $27.15 $7.85 $12.30 $0.00 $47.30 07/01/2015 $27.95 $7.85 $12.30 $0.00 $48.10 4 01/01/2016 $2885 $7.85 $12.30 $0.00 549.00 4 07/01/2016 $29.70 $7.85 $12.30 $0.00 $49.85 01/01/2017 $30.60 $7.85 $12.30 $0.00 $50.75 I I I Si • Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 24 of39 • Classification Effective Dare Base Wage Health Pension Supp1emental Tool Rare w Unempbz men; INS .Apprentice- PAINTER Local 35 Zone 3.BRUS9 REPAINT Effective Date- 07/01/2014 supplemnnat Step percent Apprentice Base Wage Health Pension Uoealplopmem Total Rate w 1 50 _ - $13.15 $7.85 $0.00 $0.00 $2100 2 55 $14.47 $7.85 $1.57 $0.00 $23.89 3 60 515,78 ¶7.85 $L71 $0.00 $2534 tat 4 65 $17.10 $7.85 $185 $0.00 $26.80 5 70 $18.41 $785 $1145 $0.00 83771 w 6 75 $19.73 $7.85 $11.59 $0.00 $39.17 7 80 $21.04 $7.83 $11.73 $0.00 $40.62 8 90 52367 $7.85 $1202 $0.00 $43.54 w Effective Date- 01/01/2015 siiiipleive6i9 Step percent Apprcn lice Base Wage Health Pension tine/96996e6 Total Rate w 1 50 $13.58 $7.85 $0.00 S0.00 S21.43 2 55 $14.93 $7.85 $1.57 $0.00 $24.35 3 60 $16.29 $7.85 $1.71 $0.00 $2585 w 4 65 $17.65 $7.85 $1.85 $009 $2735 70 $19.01 57.83 $11.45 $0.00 83831 6 75 $20.36 $7.85 $11,59 50.00 $39.80 80 $2172 $7.85 511.73 $0.00 $41.30 8 90 $24.44 $7.85 $12.02 $0.00 $44.31 w IN ores: Steps are 759 hrs. w Apprentice to Journeyworker Ratio:1:1 PAINTER TRAFFIC MARKINGS(HEAVY/HIGHWAY) 12/01/2014 $27.99 57.30 $10.18 $0.00 $45.47 LABORERS-LONE 3(HEAVY&HIGHWAY) w 06101/2015 $28.49 $7.30 $10.18 $0.00 $45$7 12/0132015 $28.99 87.36 $10.18 50.00 546.47 06101/2016 $29.49 5730 $10.18 .50.00 ¶4697 w 12/01/2016 $30.24 57.30 $10.18 $0.00 $47.72 Fm apprcm+e rat.1 xee-Apprtmct-LABORER{Heavy en6}Iighway) PANEL&PICKUP TRUCKS DRIVER 12/022612 $3028 $9,07 58.00 $090 $47.75 as TEAMSMRS JOINTCOUNC/L NO l6 ZONE B PIER AND DOCK CONSTRUCTOR(UNDERPINNING AND 09/01/2014 $37.80 $9,80 317.67 $0.00 $6527 DECK) 03/022015 $38.20 $9.80 $17.67 $0.00 $65.67 w PILE DRIVER LOCAL 56(B010£3) 08/312015 $39.35 $9.80 $17.67 $0.00 $66.82 PILEDRIVER 09/012014 $3745 $9.80 5.1617 8000 $63.42 PILE DRIVER LOCAL,$6(ZONE 31 OP 03102/2015 $37.85 $9.80 $18.17 $0.00 $65.82 08/31/2015 $39.00 $9.80 $18.17 $0.00 ¶66,97 w NO Issue Date: 1260/2014 Wage Request Number: 20141230-023 Page 25 of 39 w Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment 1111 Apprentice- PILE DRIVER-Local 56 Zone 3 Effective Date- 09/01/2014 Supplemental 9� Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 0 $0.00 $0.00 $0.00 $0.00 $0.00 'Notes:Apprentice wages shall be no less than the following Steps; (Same as set in Zone l) 1$49.52/2$53.83/3$58.14/4$60.30/5$62.45/6$62.45/7$66.76/8$66.76 Apprentice prentice to J urney orker Ratio:13 PIPELAYER 12/01/2014 $28.74 $7.30 $11.15 $0.00 $47.19 LABORERS-ZONES(BUILDING&SITE/ 06/01/2015 $29.43 $7.30 511.15 30.00 $47.88 12/07/2015 $30.11 $7.30 $11.15 $0.00 $48.56 06/06/2016 $30.80 $7.30 $11.15 $0.00 54925 12/05/2016 $31.48 $7.30 $11.15 $0.00 $49.93 For pp Ice rates a'Apprentice(LABORER' PIPELAYER(HEAVY&HIGHWAY) 12/01/2014 $28.24 $7.30 $10.18 $0.00 345.72 LABORERS-20/153(HEAVY&HIGHWAY) 06/01/2015 $28.74 $7.30 $10.18 $0.00 $4622 12/01/2015 $29.24 $7.30 $10.18 $0.00 $46.72 06/01/2016 $29.74 $730 $10.12 $0.00 $47.22 12/01/2016 $30.49 $7.30 $10.18 $0.00 $47.97 For apprentice reto sec"Apprentice-LABORER(Heavy and HtgFwayJ PLUMBER&PIPEERSLOC 09/17/2014 $36.81 $8.30 $14.25 $0.00 $59.36 PLUMBERS&PIPEFIITERS LOCAL 104 = 03/17/2015 $37.56 $8.30 $14.25 $0.00 $60.11 i 09/17/2015 $38.31 $8.30 $14.25 $0.00 $60.86 Si 03/17/2016 $39.31 $8.30 $14.25 $0.00 $6186 S Y Y ■ Y Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 26 of 39 Y Classification Effective Date Base Wage Healni Pension StIPplementai Total Rate r enemnmyment W Apprentice- PLUMBER/PIPEFITTER-Local 104 Effective Date- 09/17/2014 guppiemewai Step percent Apprentice Base Wage Health Pension 66empIoy666nt Total Rate or I 45 $16.56 $8.30 $8.40 10,00 $33.26 2 50 $18.41 $8.30 $3.40 $000 $35.11 3 60 $22.09 $8.30 $8.40 $0.00 $38.79 is 4 70 $25.77 $8530 $8.40 $0.00 $42.47 5 80 $29.45 $8.30 $14.25 50.00 $52.00 r Effective Date- 03/14206 Sopotmental Step percent Apprentice Base Wage iieaith Pension unemployment Total Rate Is I 45 $16.90 $8.30 $8.40 $0.00 $33.60 2 50 $18.78 58.30 58.40 $0.00 $3548 3 60 $22.54 $8.30 $8.40 $0.00 $39.24 Is 4 70 $26.29 $8.30 $8.40 $0,00 $42.99 5 80 $30.05 $830 $14,25 $0.00 $52.60 is ,Notes: Steps are 2000 hrs. y Apprentice to Journepworker Ratio:l:5 PNEUMATICCONTROiS lrEMP_l 09/17/2014 $3681 $8.30 $1425 $000 $5936 `LUMBERS 3 P/PEBOTE"S LOCA.!,/OF 03/17/2015 537,56 $8.10 $14.25 $0.00 $60.11 is 09/1712015 $38.31 58,30 $14.25 $0,00 $6086 03/17/2016 $3931 £8.40 514.25 $0.00 5.6136 Fat apprentice rates see"Apprentice-PIPEFIT1 RR"or"PL UMBER/1'IPEFITIED. MI PNEUMATIC DRILL/TOOL OPERATOR(HEAVY& 12/012014 $2824 $7.30 $10.18 50.00 $455'2 HIGHWAY) 06/01/2015 $28.74 $730 .$10.18 10.00 $46.22 LABORERS ZONE (HEAVY&HIGHWAY; me 12/0112015 .$29.24 $7.30 $10.18 $0-01) $46.62 06/0112016 $29.74 $7.10 £10.18 $000 547,22 12;'01/2016 $3049 $7.30 $10.18 $0.00 $47.97 For pp' rams set('Appreedm LABORER(Haavy and Hi6E+4y} III POWDERMAN&BLASfEA 12(01%2014 $29,49 ¶7.30 $13.15 $000 $47.94 LABORERS ZONE 3(BUILDING&SITE) 0@101206 $30.18 $730 $11.15 ¶0.00 S48,63 to 12/07/2015 $30.86 $7.30 611.15 $0.00 $49.31 06/06/2016 $31.55 $7.30 $11.15 $0.00 $50.00 12/05/2016 $32.23 $7.30 511.15 $0.00 $50.68 JON For prenlce raiesSn"Aprennza LABORER" POWN&BLAST Ek(A13AVY&ft18H1YAt`) 12/01/2014 ,$28.99 57.30 $10,18 $0.00 $46.42/ LABORERS-ZONE 3(1161 VY 6/f/OHWAYI 06/01/2015 $29,49 $7.30 $10. 8 $0.00 $46.97 12/012015 529.99 $7.30 $10.18 $0.00 $4247 06101/2016 $30.49 $7.30 $10.18 $0.00 547,97 r 12/01/2016 $31.24 $7.30 $10.18 $0.00 $48.71 For apprentice rams sea"Apprentice-LABORER(Henry and Highway) 611 Issue Date: 1110/2014 Wage Request Number: 20141230.023 Page 27 o139 as Classification Effective Date Base Wage Health Pension Supplemental Tota/Rate Unemployment PUMP OPERATOR(CONCRETE) 12/01/2014 $32.69 $9.70 $11.00 $0.00 $53.39 OPERATING ENGINEERS LOCAL 98 ej ti 06/01/2015 $33.44 $9.70 S1100 $0.00 S54_14 Ill 12/01/2015 $34.19 $9.70 $11.00 $0.00 $54.89 For apprentice rates see"Apprentice-OPERATING ENGINEERS" PUMP OPERATOR(DEWATERING,OTHER) 12/01/2014 $32.16 $9.70 $71.00 $0.00 $5286iii OPERATING ENGINEERS LOCAL 98al 06/01/2015 $32.91 $9.70 $11.00 $0.00 $53.61 12/01/2015 $33.66 $9.70 $11,00 $0.00 $54.36 For apprentice rates see"Apprentice-OPERATING ENGINEERS" - READYMIXCONCRETEDRIVER 05/01/2014 $20.56 $9.57 $8.50 $0.00 $38.63 TEAMSTERS LOCAL 404 05/01/2015 $20.28 $9.92 $9.09 $0.00 $39.79 05/01/2016 $21.01 $10.23 $9.40 $0.00 $40.64 011 RESIDENTIAL WOOD FRAME CARPENTER** 09/01/2014 $34.46 $7.20 $5.35 $0.00 537.01 **The Residential Wood Frame Carpenter classification applies "T only to the construction of new,wood frame residences that do 03/02I2015 $25.26 $7.20 $5.35 $0.00 $37.81 -» Nil not exceed four stories including the basement_cARPENTLRS 08/31/2015 $26.06 $7.20 $5.35 $0.00 $38.61 LOCALIOS-HAMPDEN HAMPSHIRE 02/292016 $26.81 $7.20 $5.75 $0.00 $39.36 As of 9/1/09 Carpentry work on wood•6awe residential W EATVIERITATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate. int Nil Apprentice- CARPENTER(Residential Woad Frame)-108 Hampden Hampshire ail Effective Date- 09/01/2014 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate $1 I 60 $14.68 $7.20 $0.00 $0.00 %21.88 iiiii 2 60 $14.68 $7.20 $5.35 $0.00 $2723 es 3 65 $15.90 $7,20 $5.35 $0.00 $28.45 - 4 70 $17_12 $7.20 S5.35 $0.00 $29.67 1 5 15 $18.35 57.20 85.35 $0.00 $30.90 6 80 $19.57 $7.20 $5.35 $0.00 832.12 0 7 ail 85 $20.79 $7.20 $5.35 $0.00 $33.74 8 90 $22.01 $7.20 $5.35 $0.00 $34.56 iiii Effective Date- 03/02/2015 Supplemental Step percent pp aApprentice Base Wage Health Pension LanploHrent Total Rate Ai I 60 $15.16 $7.20 $0.00 $0.00 $22.36 r 2 60 $15.16 $7.20 85.35 $0.00 $27.71 3 65 $16.42 $7.20 $5.35 $0.00 $28.97 i 4 70 $17.68 $7.20 $5.35 $0.00 $30.23 Ni 5 75 $18.95 $7.20 $5.35 $0.00 $31.50 N 6 80 $20.21 $7.20 $5.35 $0.00 $32.76 iii 7 85 $21.47 $7.20 $5.35 80.00 $34.02 8 90 $22.73 $7.20 $5.35 $0.00 $35.28 ,$ y •*I: 1-5,2:6-8,3:9-I1 Apprentice to Jo rneywprker Ratio:"" - -- iliv Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 28 of 39 el Classification Effective Dare Base Wage Health Pension Snppiemenlal Total Rate RIDE-ON MOTORIZED BUGGY OPERATOR - '- - -- -_.Lnemtplovmenr LABORERS-ZONE 3(BUILDING G SITE) 12/01/2014 $28.74 $7.30 $11.15 $0.00 $49.19 -- am 06/01/2015 52943 $7.30 $11.15 $0.00 $47.88 12/07/2015 $30.11 $7.30 S11.15 $0.00 $4856 06/06/2016 $30.80 $7,30 $11.15 $0.00 $4925 12/05/2016 $31.48 $7.30 $11.15 $0.00 $49.93 ES For apprentice rates see'A "Apprentice-LABORER' ROLLER OPERATOR $ OPERATING ENGINEERS LOCAL 98 12/01/2014 $31.55 $9.70 $11.00 $0.00 $5225 ++ 06/012015 $32.30 $9.70 $11.00 $0.00 $53.00 For apprentice rates see"Apprentice-OPERATING ENGINEERS" 12/01/2015 $33.05 $9,7Q $1100 $0 00 $'9J5 ROOFER(Coal tar pitch) ROOFERS LOCAL zsa 07/I 62014 $28.90 $9.00 $12.60 $0.00 $5050 For apprentice rates see"Apprentice-ROOFER" 07/162015 $30.40 $9.00 $12.60 $0.00 $52.00 ROOFER(Inc.Roofer Wale g P 4) ROOFERSLOC C 948 rPvoo n &Roofer Dam roof 07/16/2014es $28.40 59.00 S12.10 $0.00 $49.50 07/16/2015 $29.90 $9.00 $12.10 $0.00 $5100 i Apprentice- ROOFER-Local 248 Effective Date- 07/16/2014 Step percent Supplemental lalalApprentice Base Wage Health Pension unepasymun Total Rate 1 60 .. . 2 $17.04 $9.00 $0.00 $0.00 $26.04 Wa 2 65 $18.46 $9.00 $12.10 $0.00 $39.56 3 70 $19.88 $9.00 $12.10 $0.00 $40.98 4 75 $21.30 $9.00 512.10 5 80 $000 84240 $22.72 $9.00 $12.10 $0.00 $43.82 as 6 85 $24.14 59.00 $12.10 $0.00 $45.24 7 90 $25.56 $9.00 $12.10 a a 8 95 $0.00 546.66 $26.98 $9.00 $12.10 $0.00 $48.08 Effective Date- 07/16/2015 Is Step percent Supplemental Ste Apprentice Base Wage Health Pension unemployment Total Rate 1 60 $17.94 $9.00 $0.00 $0.00 S2694 es 2 65 $19.44 $9.00 $12.10 $0.00 $4054 3 70 $20.93 $9.00 $12.10 $0.00 $42.03 4 75 522.43 $9.00 $12.10 5 80 $0.00 $43.53 $23.92 $9.00 $12.10 $0.00 545.5.02 as 6 85 525.42 $9.00 $12.10 $0.00 $46.52 7 90 $26.91 $9.00 No $12.10 $0.00 $48.01 8 95 $28.41 $9.00 $12.10 50.00 $49.51 ":Notes: Yr Steps are 750 hrs_Roofer(Tear 0101:1;Same as above Apprentice [o Journeyworker Raho:1:3 ss ROOFER SLATE/TILE/PRECAST CONCRETE eooFERs LOCAL 248 07/16/2014 $28.90 $9.00 $12.60 $0.00 $5050 Far apprentice sergpprentiae-RoorER' 07/16/2015 $30.40 $9.00 $12.60 $0.00 $52.00 01 Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 29 of 39 r Classification Suppiementa EReetine Dale Base Wage NtaOM1 Pension Total Raie SCRAPER --.-__- _ ........ uemn oymem oP£FRrmt"g'NGINEERS LOCAL 98 12/012014 $32.16 $9.70 $11.00 $0.00 $52.86 Olt 06/01/2015 $32.91 $9.70 $11.00 $0.00 $53.61 12/01.2015 $33.66 $270 51L00 $0.00 $5436 Fceeppontla rates Pet'Appropoe-OPEGAT1NG ENGINEERS SELF POWERED ROLLERS AND COMPACTORS 12/01/2014 $31.55 $9.70 $11.00 $0.00 $52.25 (TAMPERS) OPERATING ENGINEERS LOCAL IW 06/01/2015 $32.30 $9,70 $11.00 $0.00 $53.00 12012015 $33.05 $9.70 $11.00 $0.00 $53.75 For aPPrenaceevessee"4_nprzmm OPERATING ENGINEERS' SELF-PROPELLED POWER BROOM 12/01/2014 $28.93 $9,70 $11.00 $0.00 $49.63 OPERATING ENGINEERS LOCAL.98 06/01/2015 $2968 $9.70 $11.00 $0.00 $50.38 '-b 12/01/2015 $30313 $9.70 $11.0 $000 557.13 4 For POOP tGee aos see'Appttmicc OPERA TING ENGINEERS" SHEETMETAL WORKER 07/01/2014 $32.32 $8.64 $14.20 $1.66 1 SHEETS/ETC WORKERS ORKERS LOCAL 63 $56$� 01/012015 $32.97 $8.64 $14.20 $1.66 $57 47 ad 07/01/2015 $3303 $8.64 114.79 $1.66 $58.12 01/012016 $33.73 $8.64 514.79 $1.66 $58.82 07/01/2016 $34.44 $8.64 $14.83 $1.66 $59.57 01/01/2017 $35.19 $8,64 $14.83 $1.66 $6032 / 4 • 5 S S a V Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 30 of39 is Classification Effective Date Base Wage Health Pension Supplemental Total Rate Un em vivvmeat Y Apprentice- SHEET METAL WORKER-Local 63 Effective Date- 07/012014 supplentenrai Step percent Apprentice Base Wage Health Pension Unemployment Total Rate Si I 45 $14.54 $5.65 $3.81 $0.00 $24.00 2 50 $16.16 $5.93 $4.24 $0.00 $26.33 is 3 55 $17.78 $6.20 $7.62 $0.95 $32.55 4 60 $19.39 $6.47 $7.62 $1.00 $34.48 5 65 $21.01 $6.74 $7.62 $1.06 $36.43 r 6 70 $22.62 $701 $7.62 $1.12 7 75 $38.37 $24.24 $728 $7.62 51.17 $40.31 8 80 tis $25.86 $755 $1335 $140 $48.16 9 85 527.47 $7.83 $1335 $1.46 $50.11 10 90 $29.09 $8.10 $13.35 $1.52 $52.06 u Effective Date- 01/012015 Step percent $apppymenL Apprentice Rase Wage Health Pension unemployment Total Rate t. 45 $14.84 $5.65 $3.81 $0.00 $24.30 - 2 50 SI 6.49 55.93 $4.24 $0.00 $26.66 3 55 $18.13 $6.20 $7.62 • 4 60 $0.95 $32.90 $19.78 $6.47 $7.62 $1.00 $34.87 5 65 521.43 $6.74 $7.62 $1.06 6 70 $36 85 so $23.08 $7.01 $7.62 $1.12 $38.33 7 75 $24.73 $7.28 $7.62 $1.17 8 80 $40.80 526.38 57.55 $13.35 $140 $48.68 Ns 9 85 $28.02 $7.83 $13.35 $1.46 $50.66 10 90 $29.67 $8.10 $13.35 $1 52 552.64 Notes so Apprentice to Journeyworker R tio:1:3 _- - - -- - - - - - - r SIGN ERECTOR PAINTERS LOCAL 35-ZONE 3 06/01/LD3 $25.$1 $7.07 $7.05 $0.00 $3993 is NW W 1 i Issue Date: 12/30/2014 Wage Request Num her: 20141230-023 Page 31 of 39 SI 6 Classification Ere¢ti.-e Date Base Wage Health Pension Supplemental Total Rate ile Unemployment Apprentice- SIGN ERECTOR-Local 35 Zone 3ill Effective Date- 06/012013 stuck/mote § Step percent Apprentice Base Wage Health cerium Unemployment TOO Rate 01 1 50 $12.91 ,$7.07 $0.00 5000 $1998 2 55 $14.20 $7.07 $245 $000 $$23.72 3 60 $15,49 $7.07 $2.45 $0,00 $25.01 la 4 65 .316.78 37.07 $245 50.00 $26.30 5 70 $18.07 57_01 $205 5090 $32.19 j 6 75 $1936 $7.07 %Z $0.00 $3348 OS iil 7 80 $20.65 $7.07 $7415 $0.00 $34.77 8 85 $2194 $7.07 ,$'105 $0.00 $36.06 9 90gi 12,623 $707 $7.05 $000 $3735 syy Notes: _ _ .. .__ Steps are 4 mosili Apprentice to Journey worker Ratio::i SPECIALIZED EARTH MOVING <EQUIP - - "-'-" - -"- - Q 35 TONS 12101/2014 $3759 $9,91 $933 $000 $5083 06/01/2015 $31.94 $9.91 $9.33 $0.00 $51.18 I 08/012015 $31.94 $10.41 $933 $0.00 $51.68 till 12/01/2015 $31.94 $10.41 $10.08 $0.00 $5243 06/01/2016 $3244 $10.41 $10.08 $000 $5293 08/01/2016 $32.44 110.91 $10,08 3000 $5343 12/0112016 $3244 $1091 510.89 $1300 $54 24 SPECIALIZED EARTH MOVING EQUIP it 35 TONS - $ -' '- --- Iii TEAMSTERS JOINT COUNCIL NO IO ZONE B 12/01/2014 $31.88 $9.91 59.33 30.00 $5112 06/012015 $32.23 39.91 $9.33 $0.00 $5147 081012015 $3223 $1041 39.33 $000 $5197 -se 12/0112015 332.23 $10.41 SIG 08 $0.00 352.72 Ili 06/01/2016 33273 $10.41 $10.08 $0.00 $53,22 08/012016 33273 $10.91 $10.08 $000 $5372 1 24 __.._ 12101,2016 $3273 $;9.91 $1089 $000 $5453 A SPRINKLER FITTER __ _....... ...__ SPRINKLER FITTERS LOCAL 04104/012014 $37.26 38,52 $11.83 $0.00 $57.61 99 01/01/2015 $3226 ,$8,52 $1198 $000 $57.76 04/01/2015 $38.01 $852 $1198 $000 $58.51Si 01/01/2011 $38.01 $8.52 31213 $400 $58.66 a IlliJ t a ii ii Issue Dater 12/30//2014 Wage Request Number. 20/41230323 Page 32 of39 V w Classification Effective Date Base Wage H ealtk Pension Supplemental Total Rase Unemployment • Apprentice- SPRINKLER FITTER-Local 669 Effective Date- 04/01/2014 Supple entai Step percent Apprentice Base Wage Health Pension Uoeinptoyment Total Rate r 1 45 $16.99 $7.45 $0.00 $0.00 $24.22 2 50 $18.63 $7.45 $0.00 $0.00 $26.08 ss 3 55 $20.49 $8.52 $6.00 $0.00 $3501 4 60 $22.36 $8.52 $6.00 30.00 $36.88 5 65 $24.22 $8.52 $6.25 $0.00 $38.99 6 70 526.08 $8.52 $6.25 $0.00 $40.85 7 75 $27.95 $8.52 $6.25 $0.00 $42.22 8 80 829.81 $8.52 $6.25 $0.00 34438 Is 9 85 $31.67 $8.52 $6.25 $0.00 $46.44 IO 90 $33.53 $8.52 $6.25 $0.00 548.30 W Effective Date- 01/01/2015 Step Supplemental $le 1 percent Apprentice Base Wage Health Pension Unemploymee: Total Rate 1 45 $16.77 $7.45 $0.00 $0.00 $24.22 w 2 50 $18.63 4745 $0.00 $0.00 $26.08 3 55 $20.49 $8.52 $6.15 $0.00 $35.16 a 4 60 $22.36 $8.52 $6.15 $0.00 $37.03 5 6e $24.22 $8.52 $6.40 $0.00 $39.14 6 70 $26.08 $8S2 $6.40 $0.00 $41.00 sit 7 75 $27.95 $8.52 $6.40 $0.O0 842.87 8 80 $29.81 $8.52 $6.40 $0.00 $44.73 as 9 85 $31.67 $8.52 $6.40 $0.00 346.59 10 90 $33.53 $8.52 $6.40 $0.00 $48.45 Notes: mg Apprentice to Journeyworker Ratloaa - - - - Is TELECOMMUNICATION TECHNICIAN - -- - _ ELECTRICIANS LOCAL) 12/29/2014 $37.91 $9.05 $9.27 $000 $56 23 06/28/2015 538.71 $9.05 $9.27 $0.00 $57.03 oft 01/03/2016 $39.56 $9.05 $927 $0.00 55788 07/03/2016 $40.46 $9.05 $9.27 $0.00 $58.78 01/012017 $41.36 $9.05 $9.27 $0.00 559.68 a no r r Issue Date: 12/302014 Wage Request Number: 201 41 23 0-02 3 Page 33 of 39 r Classification ElTrctive Date Rase wage Health Pension Supglememai Petal Rale i tlnerelovment 5 Apprentice- TELECOMM1JWJCAZION TECHNICIAN-meat 7 1 Effective Date- 1229/2014 '58.pplememal 1 Step percent Apprentice Base Wage Health Pension II85510555555I Total Rate Si 1 40 $15.16 $400 $045 $0.00 $19.61 2 45 $1706 $4.00 $045 $0.90 $2151 3 50 $18.96 $9.05 $5.10 $0.00 $33.11 iii 4 55 $30.85 $905 $,5.10 $0.00 $3500 5 65 $24.64 $9,05 $6.10 $0,00 ,$39.79 8 6 70 $26.54 . $F.OS $71@ %0.00 $4269 iii Effective Dale- 06282015 5514/14memal i� Step percent Apprentice Base Wage Health Pension u p1 vrrsm Total Rate I 433 $15,48 $4_v00 $1.45 $0.00 $1993 �_... 2 45 $17.42 5'4.00 $045 $0.00 $21.87 1 3 50 $1'9.36 $9.05 $5.10 $0.00 $33.51 Illi 4 55 521 29 $9.05 $5.10 $000 $35.44 5 65 $25.16 $9.05 $6,10 $0.00 $4031 en 6 70 $27.10 $9,05 $7.10 $0.00 $4325 Notes: Steps are 800 hoursdit Apprentice to Journeyworker Ratioaa _ - "- '- - '-' '_ _- 1 TERRAZZO FINISHERS ___ ilii SR/CKL 1ERS loCL 3(SH&HIT! a1aaaLE.e rns 09101/3414 $3085 $10.18 $1607 $p 00 $Sl IQ 03/02/2015 $31.41 $10.18 $16.0] $0.00 $5766 1 08/31/2015 $32.32 $10.18 $16.13 $0.00 $58.63 i 02/29/2016 $3289 $1018 $16.13 $0.00 $59,20 09;05.2016 533.80 $10.18 $16.20 $0.00 $60.18 02527/2017 $3437 $10.18 $1610 $000 $6095 till Mil ilii I 4 4 f 4 Issue Date: (2/30/2014 Wage Request Number: 20141230-023 Page 34 a(39 Y Classification Supplemental r Effective Date Base Wage Health Pension UnemploymentTotal Rate at Apprentice- MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile(Sp/Pup Effective Date- 09/01/2014 Supplemental Step percent Apprentice Base Wage Health Pension unemployment Total Rate at 1 50 $15.43 $10.18 $16.07 $0.00 $41.68 2 60 $1851 $10.18 $16.07 $0.00 544.76 Os 3 70 $21.60 S10.18 $16.07 $0.00 $47.85 4 80 $24.68 $10.18 $16,07 $0.00 $50.93 5 90 $27.77 $10.18 $16.07 $0.00 $54.02 r Effective Date- 03/022015 Epicmental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate so 1 50 $15.71 $10.18 $16.07 $0.00 $41.96 2 60 $18.85 $10.18 $16.07 $0.00 $45.10 3 70 $21.99 $10.18 $16.07 $0.00 $48.24 IN 4 80 $25.13 $10.18 $16.07 $0.00 551.38 5 90 $28.27 $10.18 $16.07 $0.00 $5452 Ir Notes: I. Apprentice to Journeyworker Ratio:1:5 - - --- - -- - -- - -- -- _ TEST BORING DRILLER 12/01/2014 $35.95 $7.30 $1315 LA BORERS.FOUNDATION AND MARINE $0.00 $56.40 06/01/2015 $36.70 $7.30 $13.15 $0.00 $57.15 Ns 12/01/2015 $37.45 $7.30 $13.15 $0.00 $5]90 06/01/2016 $38.20 $7.30 $13.15 $0.00 $58.65 12/01/2016 $3920 $7.30 $13.15 $0.00 $59.65 e For apprentice rates sec Appresntiee LABORER" TEST BORING DRILLERHELPBR - - ""- - - - --- - - LABORERS-FOUNDATION AND MARINE 12/012014 $34.67 $7.30 $13.15 $0.00 $55.12 no 06/01/2015 $35.42 $7.30 513.15 5000 $55.87 12/01/2015 $36.17 $7.30 $13.15 $0.00 $56.62 06/01/2016 $3692 $7.30 $13.15 $0.00 $57_37 SW 12/012016 $37.92 $7.30 $13.15 $0.00 $5837 For apprcnr iee rates see"Apprentices LABORER" TEST BORING LABORER LABORERS.FOUNDATION AND MARINE 12/012014 534.55 $7.30 SI3.15 $0.00 $55.00 Nis 06/01/2015 $35.30 57.30 $13.15 $0.00 $55.75 12/01/2015 $36.05 $7.30 $13.15 $0.00 556.50 06/01/2016 $36.80 $7.30 $13.15 $0.00 $5725 apt 12/01/2016 $37,80 $7.30 $13.15 $0.00 For apprentice rates see"Apprentice LABORER" $58.25 TRACTORS - - OPERATING ENGINEERS LOCAL PS 12/01/2014 $31.55 $9]0 $11.00 $0.00 $52.25 06/01/2015 53230 $9.70 $11.00 $0.00 $53.00 12/01/2015 $33.05 $9.70 $11.00 $0.00 For appremice rams see"Apprcmice_OPERATING ENGINEERS" $53]5 W Y Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 35 of 39 i S Classification Effective Date Base Wage Health Pension Unempmenrol betel Rete loymem TRAILERS FOR EARTH MOVING EQUIPMENT 12/01/2014 $32.17 $9.91 $9.33 $0.00 $51.41 TEA MSTERSJOINT COUNCIL NO./0 ZONE `?1 06/01/2015 $32.52 $9.91 $9.33 $0.00 $51.76 4 08/01/2015 $32.52 $10.41 $9.33 $0.00 $5226 12/01/2015 $32.52 $10.41 $10.08 $0.00 $53.01 06/01/2016 $33.02 $10.41 $10.08 $0.00 $53.51 1111 08/01/2016 $33.02 $10.91 $10.08 $0.00 $54.01 12/01/2016 $33.02 $10.91 $10.89 $0.00 $54.82 CII TUNNEL WORK-COMPRESSED AIR 12/012014 $46.83 $7.30 $13.55 $0.00 $67.68 LABORERS(COMPRESSED AIH) 06/01/2015 $47.58 $7.30 $13.55 $0.00 $68.43 12/01/2015 $4833 $7.30 $13.55 $0.00 $69.18 NO 06/01/2016 $49.08 $7.30 $13.55 $0.00 $69.93 12/01/2016 $50.08 57.30 $13.55 $0.00 $70.93 For apprentice rates see"Apprentice-LABORER" ill TUNNEL WORK-COMPRESSED AIR(HAZ.WASTE) 12/01/2014 $48.83 $7.30 $13.55 $0.00 $69.68 LABORERS(COMPRESSED AIR/ 06/01/2015 $49.58 $730 $13.55 $0.00 $70.43 _q :4 12/01/2015 $50.33 $7.30 $13.55 $0.00 $71.18 S 06/012016 $51.08 $7.30 $13.55 $0.00 $7193 12/012016 $52.08 $7.30 $13.55 $0.00 $72.93 For apprentice rates see"Apprentice-LABORER" ii TUNNEL WOK-FREE AIR 12/01/2014 $38.90 $7.30 $13.55 $0.00 $59.75 AIR LABORERS(FREE AIR RUNNEL/ '1 06/0I/2015 $39.65 $7.30 $13.55 $0.00 $60.50 ?i 12/01/2015 $40.40 $7.30 $13.55 $0.00 $61.25ili 06/012016 $41.15 $7.30 $13.55 $0.00 $6200 12/01/2016 $42.15 $7.30 $13.55 $0.00 $63.00 For apprentice rates see"Apprentice-LABORER" TU NNEL WORK-FREE AIR(HAL WASTE) 12/012014 $4090 $730 $13.55.55 $0.00 $61.75 LABORERS(FREE AIR TUNNEL/ 1 06/012015 $41.65 $7.30 $13.55 $0.00 $62.50 'Ii5.1 ii 12/01/2015 $42.40 $7.30 $13.55 $0.00 $63.25 06/01/2016 $43.15 $7.30 $13.55 $0.00 $64.00 12/01/2016 $44.15 $7.30 $13.55 $0.00 $65.00 A For apprentice rates see'Apprentice.LABORER" VAC-HAUL 12/01/2014 $31.59 $9.91 $9.33 $0.00 $5083 TEAMSTERS JOINT COUNCIL NO 10 ZONE S 06/01/2015 $31.94 5991 3933 $0.00 $51.18 08/01/2015 $31.94 $10.41 $9.33 $0.00 $51.68 12/01/2015 $31,94 $10.41 $10.08 $0.00 $52.43 ill 06/01/2016 $32.44 $10.41 $10.08 $0.00 $52.93 08/01/2016 $32.44 $10.91 $10.08 $0.00 $53.43 12/01/2016 $32.44 $10.91 $10.89 $0.00 $54.24 'i ii WAGON DRILL OPERATOR 12/0I/2014 $28.74 $7.30 $11.15 $000 $47.19 LABORERS-ZONE S(BUILDING d SITE) 06/01/2015 $29.43 $7.30 $11.15 $0.00 $4788 12/07/2015 $30.11 $7.30 $11.15 $0.00 $48.56 06/06/2016 $30.80 $7.30 $11.15 $0.00 $49.25 12/05/2016 $31.48 $7.30 $11.15 $0.00 $4993 - For apprentice rates see"Apprentice-LABORER" il ii Issue Dale: 12/30/2014 Wage Request Number: 20141230-023 Page 36 of 39 III Classification Supplemental as _ Effective Date Base Wage Health Pension Total Rate WAGON DRILL OPERATOR(HEAVY&HIGHWAY) - - - ---- Enempi LABORERS ZONE3(HEAVY&HIGHWA YI 12/01/2014 $28.24 g730 $10.18 $0.00 $4$]2 06/01/2015 $28.74 $7.30 $10.18 $0.00 $46.22 W 12/01/2015 ¶29.24 $7.30 $10.18 $0.00 $4672 06/01/2016 $29.74 $7.30 $10.18 $0.00 $47.22 y� 12/01/2016 $3049 $7.30 $10.18 $0.00 $4797 For apprentice rates see"Apprentice-LABORER(Heavy and Highway) WATER METER INSTALLER - -- - PLUMBERS&P/PEPpTERS LOCAL 106 09/17/2014 $36.81 $$-30 $14.25 $0.00 $$9,36 yt 03/17/2015 $37.56 $8.30 .$1425 $0.00 $60.11 06/17/2015 53831 $8.30 514.25 $0.00 $60.86 porn 03/17/2016 $39.31 $8.30 $14.25 $0.00 $61.86 pprenna rates see PLUMBEILPIPEpITTER"or"PLLMBEWOASPITTER" W i OutsdeElectrical- West EQUIPMENT OPERATOR - - - 08/31/2014$40.66 $8.20 $9.22 $0.00 558 -- OUTSIDE ELECTRICAL WORKERS.WEST LOCAL 42 08 it For 08/30/2015 $42.16 $8.20 $926 apprentice rates see'AppremSce.LINEMAN" $0.00 $59.62 GROUNDMAN - - -� -- 08/31/2014 - - - - - - OUTSIDE ELECTRICAL WORKERS-WEST LOCA a] $27.27 $82E $8.82 $0.00 $44,39 r' 08/30/2015 $28.87 $8.20 $8.87 $0.00 $4594 For apprentice ratessee"Apprentice.LINEMAN" GROUNDMAN/TRUCK DRIVER _ - '-' -- - -- - ----- OUTSIDE ELECTRICAL WORKERS-WEST LOCAL 42 08/31/2014 $36.23 $8.20 $9.09 $0.00 $53.52 r 08/30/2015 $37.73 $8.20 $9.13 $0.00 $5506 For apprentice rates see"Appmmlce-LINEMAN" HEAVY EQUIPMENT OPERATOR --� - 08/318014 --- - OUTSIDE ELECTRICAL WORKERS-WEST LOCAL 42ids $42 R] $8.20 $9.29 $D.00 $6p36 08/30/2015 544.37 $8.20 $9.33 $0.00 $61.90 Per apprentice rates sett"Apprentice-LINEMAN' JOURNEYMAN LINEMAN 08/31/2014 $47.30 $8.20 $9.42 OUTSIDE ELECTRICAL WORKERS-WESTLOCAL42 $0.00 $64 92 A. 08/30/2015 $48.80 $8.20 $9.46 $0.00 $6646 air • r Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 37 of 39 Classification Effective Oak Base Wage Health Peasion Supplemental Total Rnie ,`I UEIPMPlayMYni al Apprentice- LINEMAN(Outside Eleediced)-Wes,Camra)42 Effective Date- 08/31/20(4ail sapplamnsal Step percent Apprentice Base Wage Health Pension 68e1pl6vmnm Total Rate `4 I 60 $28.38 $820 $0.85 $0.00 $37.43 2 65 $30.75 $8.20 $0.92 S0.00 $39.37 3 70 533.11 $8.20 $899 50.00 55630 'Al 15 535.48 $8.20 $9,06 $0.00 $52,74 5 80 $37.84 $820 $9.14 $0.00 $55.18 6 85 $40.21 53,20 $9.21 1.0.00 $57.62 7 90 $42.57 58.20 59.28 50.00 560.05 i Effective Date- 08/30/2015!nem ; Step pem 1122. 1221, Apprentice Base Wage I lcalth Pension Unemptoymm Total Ram i $2931.72 58,20 50.95 $0.00 $.,. I 60 28 5820 $088 $0.00 $38.36 2 65 $ 40.87 3 70 $34.16 $8.20 $9.02 $0.00 $51.38 4 15 536.60 58.20 $9.10 50.00 55390 5 80 539.04 58.20 39.19 $0,00 $56,41 6 85 $41.48 $8.20 $9.24 $0.00 $'58.92 7 90 _ - $43.92 58.20 $9.32 $0.00 $61.44 A a 'Notes: 3 Apprentice to Journeyworker Ratio:12 _._ TELEDATACABLESPLICER07/162012 50633 34,18 $2.79 $0.00 $33.30 OUTSIDE ELECTRICALWORKERS -NEST LOCAL 12 TELEDATA LINEMANWORKERS WEST LOCAL 41 07/16/2012 $'+0'18 8418 $2.74 $0.00 $31.70 OUTSIDE E(.E^TRlGLWOAA£Rb�wFSTCQG9L 41 34 1. 40001.. TELEDATA WIRL WORKEN$ALLER/I'1:CdNICiAN 07116/2012 $24,78 $'418 $2.74 $0.00 $31.70 OUTSIDE ELECTRICAL WORKERS-WEST LOCAL a? TRACTOR-TRAILER DRIVER 08/31/2014 $40.66 $8.20 $9.22 $0.00 $5808 OUTSIDE ELECTRICAL WORKERS•iresr LOCAL 42 1011_ 08130/2015 $4216 $3.20 $9.26 50.00 559.62 0001. _ 1101 _ _._ TREE TRIMMER 01/29/2012 $17.18 $3,37 $0.00 $0.00 $20.55 OUTSIDE ELECTRICAL WORKERS-WEST LOCAL 1 This cla5sifitatton applies onlylo tree work dont..(a)for a utility:nmpanv,R.E.A.cooperx railroad orcoel mining company.a (b)for thee of YY Ell th Th0Das iein:a,No&art¢peln'ng hholesay company's equipment,aed Cc)byapeaon who Isusing banlor machanica(coving methods and Is rapt pn the grouts TAna6aafnares dc¢s�,apply to wt, .��veY.emoa. -._. _. 1111 .a TREE TRIMMER L W ERSMAN 01/29/2012 $15.15 53.37 50.00 $0.00 $I852 OIJTSIDEE(.FI,"IBIGL WORKRKFJlS-WEST LOCAL 92 iii This claisi0cation applies only to wee work done/(a)for a utility compuny,REA.crailroad or oal mining compmry,and(b)for the purpose of ho Is or classifcato; int not pplytoor wlrlsskng the utility rum 'scquipmenr.and<q FyapPrsm who is using Mnas ute Yanval cutting memMs aMuan th<grwM.This -W classification does apl>tyF wSaesabtm,removal ii iii Issue Date: 12/30/2014 Wage Request Number: 20141230-023 Page 38 of 39 I w Classifica don E4ecael ve Dale Be Wage Heailb Pension Supplemental T01a1 Rate li Unemployment iddittonel Apprentice Info:m.6am'. sa Minimum wage rates for apprentices employed on public works projetls are listed above as a percentage of the pmdeiumined hourly maga rale established by the Aethe p sons 'the 4.G3..c149,a.2627D Apprentice ratios established by the Walston afApp 'M Tenting pursuantto had rt�ii&fU Alt apprentices must be registered with the 0intaion ofA/trenv¢a:hp Tmtnloy In accoedance with M.G.Lc 23 as Pal IL All steps are six months(1(100 hours) Ramos am expressed in allowablenurnher of wprenoces to journeymen or faction thentth unless otherwse se dfed lila ' Multiple ratios are liated'm the cmnment Odd_ "` APP to 11f.I I,41,7 3.3 4.4 4 45,4:6159.67,b,6:9,Wp,B'.@,8-II,812,P 13,/0 11,1614,ea APP IM 111;2'.J,2A,3 v46i ),5'8,60 10711,ti 12,89'3,9'I4,10.15,10 IA etc. ti Y r a W 11 Y i Issue Date: 11300.014 Wage Request Number: 20141230-023 Page 34 of 39 • nip rta ^-ts At", r" rIM Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r SECTION 01005 EXISTING CONDITIONS r ` PART1 —GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and PART A—Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements, which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough as review of all specification sections and other Contract Documents. 1.02 RELATED WORK ` A. Examine Contract Documents for requirements, which affect the work of this Section. Other specification sections which directly relate to the work of this Section include, but are not limited to: to 1. Division 1 —GENERAL REQUIREMENTS 1.03 EXISTING CONDITIONS INFORMATION AVAILABLE A. Information regarding existing conditions, such as property surveys, existing building(s) dimensions, existing building(s)conditions, existing building(s) construction drawings, �. existing building(s)"as-built"drawings, and similar information and data, which is bound in the Project Manual, or otherwise included as part of the Contract Documents, or otherwise made available to the Contractor was obtained by the Owner for use by the Architect in the design of the Project. 1. Not in Contract Documents: This information and data is not part of the Contract Documents but is made available to the Contractor for information only. Bidders to shall be fully responsible for becoming thoroughly and completely familiar with existing conditions information prior to bidding. 2. Accuracy and Completeness: Information referenced on the Drawings and/or in the "' Project Manual relating to existing conditions is from the best sources presently available. Such information is furnished only for the information and convenience of the Contractor, and the accuracy or completeness of this information is not r guaranteed. The Owner and the Architect do not warrant or contend that this information is accurate or complete. The Contractor may use this information at his sole risk and judgment. Boston Bay Architects, Inc. 01005-1 EXISTING CONDITIONS r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs -!s 3. Field verification is directed since actual locations, dimensions and levels are i existing. Verify that the existing conditions and areas shown are suitable to receive the work intended. Notify the Owner of any discrepancies before beginning the work. Historical preservation work and related repairs requires careful examination before bidding. No compensation will be granted for additional work caused by unfamiliarity with site conditions that are visible or readily construed by experienced observers. 4. Existing Building Drawings Provided to the Contractor: Following award of Contract and upon request by the Contractor, one copy of existing building drawings (to the extent available)will be made available to the Contractor for his use. W 5. Concealed Conditions: Construction drawings for existing building(s) contain important information regarding existing concealed conditions, which cannot readily be determined from a site visit. A complete and thorough understanding of existing i conditions included concealed conditions as indicated on the existing building drawings is required of all Contractors and all Bidders. Change orders relating to concealed conditions will be issued only if actual concealed existing conditions are 4 significantly different than conditions indicated on the existing conditions drawings and other existing conditions information made available to Bidders and Contractors and only if the conditions could not be determined by a thorough field investigation -i prior to bidding. W 1.04 BUILDING AND SITE CONDITIONS A. Before submitting a bid, the Contractor shall make a thorough examination of the conditions at the site, checking the requirements of the Plans and Specifications with the existing conditions. B. No claim for extra compensation or extension of time will be allowed on account of the Contractors failure to estimate properly the quantities, locations, and measurements of all items required to complete the work which could be discerned from visiting the site. C. The existing building roofing materials tested negative for asbestos. The window caulking samples tested positive for asbestos. PCB's tested negative. D. The Contractor shall report any discrepancies to the Architect and request interpretation in writing. E. The Contractor's personnel must coordinate access into Hampshire County Courthouse during regular hours. Aerial lift or stairs/pipe staging/ladders are the suggested means to access the building to roof level from grade. F. All work within the interior and exterior of the building to be coordinated with Owner's Project Manager and Architect I F. Contractor to coordinate site trailers and dumpster placement with the Owner. The main entrance to the lobby must be accessible to all Departments at all times. Coordinate partial closure with Owner. G. Full height dust barriers partitions must be employed to separate work from public corridors or offices, at all times with interior work. V H. CORI background checks to be performed for Contractors employees or sub-contractors needing access within the building, subject to Hampshire Council of Government approval. Boston Bay Architects, Inc. 01005-2 EXISTING CONDITIONS s S Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs PART 2—PRODUCTS Not Used r r PART 3—EXECUTION 3.01 EXISTING CONDITIONS INFORMATION r A. Refer to the Plans and Specifications END OF SECTION r r r r r r Boston Bay Architects, Inc. 01005-3 EXISTING CONDITIONS r r1ajryj ' "•tril ""'", '. ‘"111 771 " r" r"11 "-"‘ ""s -31 - Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 01010 r SUMMARY OF WORK PART 1 GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Special Conditions of Contract for Construction and Part A, Bidding Documents, Contract Forms, and Contract Documents, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements, which affect the work of ++ this Section.The exact scope of this Section cannot be determined without a thorough review of ail specification sections and other Contract Documents. C. This Section contains general information that applies to all work performed under this Contract and is inherently made a part of each Specification Section. 1.02 PROJECT IDENTIFICATION AND DESCRIPTION OF WORK A. Project Identification: The name of the Project on Contract Documents is: as Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs is B. Abbreviated Summary of Work: The Project consists of re-building the exterior entrance stairs with new foundation, reuse granite steps, capstones and side stone walls, and minor roof repair. New handrails and reuse of existing railing. Exterior restoration and preservation of masonry walls. Contract Documents were prepared by the Architect: Boston Bay Architects, Inc. 1.03 TIME FOR COMPLETION A. In accordance with GENERAL CONDITIONS, the work shall be commenced at the time stipulated in the Notice to Proceed,April 15, 2015. The Contract shall be complete before Eighty- Four calendar days,or by July 8, 2015. 1.04 LIQUIDATED DAMAGES A. As actual damages for any delay in completion are impossible to determine,the Contractor and his sureties shall be liable for and shall pay to the Owner, the sum of Four Hundred r Fifty Dollars ($450.00) as fixed, and agreed liquidated damages for each calendar day of delay beyond the contract completion date of July 8, 2015, after Notice to Proceed is issued, until the work is complete. Work to commence on April 15, 2015. B. In addition, the Owner may assess the Contractor, additional Liquidated Damages if the project is not completed within the Construction Contract Completion time of July 8, 2015 for the Architect, The Architect shall be compensated One Hundred Twenty-Five Dollars per hour($125.001 hour)for review of work, shop drawings, site visits, or time necessary to complete the Contract Work after July 8, 2015.Any authorized extension of time will delay the commencement of Liquidated Damages. r Boston Bay Architects, Inc, 01010 - 1 SUMMARY OF WORK r Hampshire Council of Governments I Hampshire County Courthouse Main Street Entrance Steps& Repairs 1. For purposes of liquidated damages, Substantial Completion means that the value of the work remaining to be done is, in the estimate of the Architect, less than one percent of the original contract price. When the Contractor considers the work to be -t complete, he shall request, in writing, a final inspection, which may be arranged by S the Architect. 3 2. Any deficiencies in the work shall be noted in a "Punch List" by the Architect. If the monetized punch list amounts to be less than 1% of the original contract amount, the work shall be considered to be substantially complete as of the date of written request for a substantial completion inspection. If the itemized punch list amount to more than 1% of the original contract price, the work shall be considered not dl substantially complete. When punch list items are complete, the Contractor shall request a final inspection,which can be arranged by the Owner. 3. This procedure shall be repeated for further punch list review until final (100%) W1 completion is achieved, it 1.05 AWARD OF CONTRACT A. A contract will be awarded by the Owner or Authority as it deems in its best interest to the :t lowest eligible and responsible bidder as determined in accordance with Massachusetts v General Laws Chapter 149, Sections 44A through H, or Massachusetts General Laws Chapter 30, Section 39M,whichever is applicable. j B. The work shall commence at Award of Contract and shall be pursued continuously under S the full time supervision of the General Contractor. 1.06 COMPLETE COST A. The proposed contract price shall be complete costs, including overhead, profit, insurance, transportation, and all other costs connected with, or incidental to the work described. W 1.07 CONTRACT AND CONTRACT PROVISIONS ii A. Contract Coordination: Briefly without limitation, the work of this Contract includes coordination with other contractors performing work under separate contracts with the Owner and their tenants. W 1.08 CODES AND STANDARDS A. Unless otherwise specifically indicated, work and materials shall conform to these Contract r Documents and is to be constructed in accordance with the all applicable codes and ordinances, including, but not limited to, the following current editions of the referenced codes: ri 1. Commonwealth of Massachusetts, State Building Code, 780 CMR. 2. Commonwealth of Massachusetts, Fire Protection Code. r 3. Commonwealth of Massachusetts 521 CMR, Rules and Regulations of the Architectural Access Board. 4. Uniform State Plumbing Code and Massachusetts Fuel Gas Code, 248 CMR- Y Boston Bay Architects, Inc. 01010-2 SUMMARY OF WORK W +� Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs ., BOCA Mechanical Code. 5. National Electric Code,including Massachusetts modifications. 527 CMR. as 6. Hampshire Council of Governments, Air Pollution Regulations 7. Commonwealth of Massachusetts 310 CMR, Department of Environment Protection, 7.09 Dust Order Construction and Demolition, 1,09 HOURS OF WORK A. Unless specifically authorized by the Owner, in writing, the work must be conducted between the hours of 8:00 AM and 4:30 PM Monday through Friday. No work shall be conducted on holidays in the City, on Saturdays, or Sundays other than for emergencies or unless specifically authorized by the Owner. B. Construction shall conform to the Construction Project Schedule and Conditions of the Contract established by the Owner/Authority and in accordance with the Contract between the Authority and the Contractor. C. If such work is authorized by the Owner,a representative of the Owner must be present on site at all times at the expense of the Contractor. The Contractor shall reimburse the Owner for the worker's time at their hourly rate established in their contract with the Owner, including, but not limited to, overtime pay, fringe benefits, and labor burden. The Contractor r shall reimburse the Owner with a check made out to the Hampshire Council of Governments and delivered to the designated Contracting Officer For the work. The Contractor shall not directly compensate the Owner's representative. ISA 1,10 CONTRACTOR'S USE OF PREMISES A. Contractor shall limit his use of the premises for the Work and for storage, to allow for: r 1. Owner occupancy. r 2. Employee occupancy. 3. Public use. r 4. Work by other Contractors. 5, The Owner will determine the parking area on site which may be used for contractor's trucks, and equipment, this area will be designated by Owner prior to the construction start, Contractor's equipment may be stored in the designated parking areas with consent by the Owner. �r B. Coordinate use of exterior premises under direction of Architect and the Owner, C. Assume full responsibility for the protection and safekeeping of Products under this Contract, stored on the site. Any injury,which may come to it from frost,water, accident, or es any other cause, and any injury,which may come to any of the work, shall be repaired immediately by the Contractor at his own expense and without additional cost to the Owner. This shall also apply to any abutting or adjoining work on/or adjacent to the premises. The Contractor shall be responsible for any damage. In the event of such damage,the Contractor shall repair the damage immediately at his own cost and without additional cost to the Owner. Boston Bay Architects, inc. 01010-3 SUMMARY OF WORK r Hampshire Council of Governments W Hampshire County Courthouse Main Street Entrance Steps&Repairs D. Move any stored Products, under Contractor's control, which interfere with operations of the Owner or separate contractor. E. Contractor shall be responsible for lifts, ladder, scaffolding or other temporary S structures including stairs to access exterior wall or roofs to complete the work. Use of interior elevator is prohibited. F. Obtain and pay for the use of additional storage or work areas needed for operations. G. Debris of any nature shall be completely removed from the site at the end of each days work and disposed of in accordance with all Federal, State and local regulations. ri 1. At the Pre-construction Conference, the Contractor shall list and identify the disposal contractor, and the dump site to be used for this work. The disposal contractor and proposed dumpsite are subject to the Owner's approval, and shall not be changed without the written approval of the Owner. 1.11 OWNER'S OCCUPANCY A. Full Occupancy by the Owner: The Owner will occupy the site and existing buildings during the entire construction period. The Contractor will perform work under the Contract in a manner so as not to interfere with the Owner's operations and will cooperate with the SI Authority at all times in order to minimize conflicts and facilitate Authority's usage. 1. The Contractor's attention is especially called to the fact that continuous operation of services for this Project is mandatory. During the period of construction of the new work the progress and sequence of installation shall be carefully planned and approved by the Owner. If the project is to be left without heat, hot water, city water, electricity, gas, sanitary facilities, or any other services, the Contractor shall provide 72 hours written notification to the Owner before proceeding. B. Considerations for occupants during construction: 1. The Contractor shall take all necessary precautions to ensure the public safety and convenience of the occupants during construction. 2. If the building is left without heat, hot water, domestic water, electricity, gas, sanitary facilities, or any other services, the Owner must notify occupants a minimum of 72 hours in advance of any shutdown of services. If the Authority will not allow this shutdown, but wants instead a temporary means of supplying said +j services, the Contractor shall supply all labor, materials, and whatever may be required to supply said temporary services at no extra cost to the Owner and in accordance with the state and local regulations on health and safety. 3. If the work shall affect the occupants in any manner, or if the Contractor must gain access to the interior of specific rooms, the Contractor shall notify the Owner minimum of 72 hours in advance. 4. The work shall be done with as little inconvenience as reasonably possible and without danger to the occupants and to the permanent structures within the project -• :'. area. Any damage to buildings, roads, public roads, bituminous concrete areas, ■ fences, lawn areas, trees, shrubbery, electric or telephone poles, underground utilities, etc. shall be repaired by the Contractor at his/her own expense. Damaged property shall be returned to its original condition prior to the damages within a reasonable time period, except all utility outages shall be repaired immediately. Boston Bay Architects, Inc. 01010 -4 SUMMARY OF WORK • I Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs as 5. The Contractor shall be aware that special consideration must be made to the fact they are working in a public building.Tools,construction equipment,and construction materials are not to be left unattended at arty time, unless in a secured area with no public access. Open areas left during the course of construction must be covered or otherwise made safe. Any considerations made for the safety of the residents and their families shall be made to the Owner's approval. r 6. The Contractor shall, at all times, leave an unobstructed way along the roadways and walks, provide for accessible entrance, and shall maintain barriers and lights for the protection of all persons and property in all locations where he has material stored or work going on for the entire time such work is going o0 or materials are stored. 7. The Contractor shall not gain access to the exterior walls and roof areas by use of interior stairs, root hatch,elevators, public spaces,or offices. The contractor shall gain access to the exterior walls and roof by the use of exterior ladders, temporary stairs, pipe staging. and/or lifts. r B. Only materials and/or equipment intended and necessary for immediate use shall be brought to the site. At the end of each workday and at the completion of each phase of work, equipment and leftover or unused materials shall be removed from • the work area and stored in storage container brought to the site by the Contractor at Contractor's expense. There shall be no storage of materials, tools, and/or equipment within the building. Any storage on site must be authorized by the yy Owner, in writing_ 9. Openings generated by the construction that cannot be permanently closed by the end of the work day, shall be made secure, watertight, and temporarily closed r overnight or until the opening can be permanently closed. 10. Contractor to provide temporary barriers in the public corridors that will allow the public to move freely within the corridors and stairs. Dust barriers must be tight from floor to ceiling and of sufficient strength to maintain vertical position if accidentally pushed, in 1.12 COMMUNICATIONS A. All notices, demand, requests, instructions, approvals, and claims must be in writing. B. Any such notice shall be deemed to have been given as of the time of delivery,or of actual receipt by hand or, in the case of mailing, when it should have been received in due course r of post. C. For communicating purposes, the office address of the Contractor shall be that stated on the signature page of the Contract; that of the Owner shall be as stated in the Notice to ;r Contractors. Any subsequent change in address of either party shall be communicated to the other in writing. 1.13 CONTRACT DOCUMENTS (PLANS AND SPECIFICATIONS) A. The Owner will furnish to the Contractor,without charge, all copies of the Contact Documents (Drawings and Specifications) reasonably necessary for performance of Work. r Boston Bay Architects, Inc. 01010- 5 SUMMARY OF WORK Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs mil 1.14 CONTRACTOR'S WEEKLY MEETINGS Weekly field meetings are conducted with the Architect and Hampshire Council of Governments representative during the entire course of the project. Date and time to be coordinated with the Hampshire Council of Governments designated project representative. W 1.16 PREVAILING WAGE RATES _m A. Wage Rates: The Contractor is required under the provisions of this Contract to pay the Prevailing Rate or Total Rate, as applicable for the Classification, to the Contractor's employees and its subcontractor's employees working on this Project in accordance with '? the requirements of the Contract Documents; refer to: B. PREVAILING WAGE RATES- Included in the Project Manual. 1.17 NOT USED 1.18 CONDUCT OF THE WORK A. The work must be completed in a continuous non-interrupted operation. The Contractor must use sufficient personnel and adequate equipment to complete all the necessary work Y� requirements within a minimum period of time. B. The Contractor must retain a representative during the work. The representative must be •i fully licensed to perform this work in the State of Massachusetts and shall be in full charge of the work and all instructions given to this person by the Architect shall be binding (minimum Massachusetts construction supervisor license). A copy of the representative's current licenses (or the licenses of any representative under consideration for change) shall be provided to the Owner before he/she begins the work. C. The Contractor must supply to the Owner name and telephone/pager number of a responsible person who may be contacted during off-hour emergencies on the Project. The I Contractor shall remain "on call" 24 hours per day in the event of an emergency. Response time shall be within forty-five (45) minutes of receiving verbal notification of an emergency. The Project Manager and/or Project Superintendent on site must be able to ei be reached immediately during the hours of work via beeper or telephone. Any work which is directly connected to the Scope of Work as outlined in this contract shall be corrected as soon as possible. r D. All personnel working on site must sign in daily on "Sign In" sheets at the site office or at another designated area. The Contractor representative must check in daily with the Hampshire Council of Governments' Office prior to the start of the work. E. The Contractor is responsible for obtaining any keys necessary for access to work areas in a timely manner in order to prevent delay of the work. Keys shall be returned to the Owner at times approved by the Owner. r F. The Contractor is responsible for the security of partially completed work until the Owner finally accepts the project. r G. Workers shall refrain from smoking while performing any work inside buildings or on Hampshire Council of Governments property. The Contractor shall remove from the r Boston Bay Architects, Inc. 01010-6 SUMMARY OF WORK S r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs project, workers who violate this provision. H. The Contractor shall develop a project schedule and work sequence indicating the time periods and sequence for completion of work, The project schedule and sequence upon .. approval shall be adhered to. Any deviations from the schedule could be subject to penalties at the discretion of the Architect and the Owner. The Contractor's schedule shall be made available to the Architect and Owner a minimum of two weeks before the start of any construction work. top Architect and Owner to approve Contractor's construction sequence prior of commencing work. 1.19 CLEANING DURING CONSTRUCTION W A. Conduct cleaning and disposal operations with local ordinances and anti-pollution laws. Cleaning and removal of construction debris and loose materials shall be made on daily basis, and areas of roof, paving, sidewalks, made broom clean. 1. Do not burn rubbish and waste materials on site. r 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 3. Do not dispose of wastes into streams or waterway& r B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Do not allow materials and rubbish to drop free or be thrown from upper floors but remove by use of a material hoist or rubbish chutes. O. Maintain the site free from accumulations of waste, debris, and rubbish. Broom clean exposed concrete surfaces, paved surfaces, window sills, roof areas, patios, or other areas below the work as often as reasonably required in order to maintain a clean site throughout the work acceptable to the Owner. E. Provide on-site covered containers for collection of waste materials and rubbish_ F. At the end of each workday, remove and legally dispose waste materials and rubbish from r site.Disposal shall be in compliance with all applicable laws,ordinances,codes, and by- laws. Contractor to remove all construction debris, sweep site each day after work is complete and before leaving site at end of day. G. All precautions must be made so that the interior of the buildings are not dirtied by the work. Interior public spaces are to be left as clean as they were prior to the commencement of the work every day. Should any debris or dust fall into any common or office area as a r result of construction activity, the Contractor shall, by the end of each work day: 1. Dust furniture and surfaces, using oil or other cleaning supplies. +� 2. Mop floors using a cleaning agent and water. 3. Vacuum rugs. Professionally clean rugs if vacuuming is inadequate to remove r debris, 4. Clean and polish windows and other glass or plastic glazing surfaces. r Boston Bay Architects, Inc. 01010- 7 SUMMARY OF WORK r Hampshire Council of Governments S Hampshire County Courthouse Main Street Entrance Steps&Repairs 4Y 5. Clean and polish all metal surfaces, including architectural hardware. S 6. Use only cleaning materials recommended by the manufacturer of the surface to be cleaned,which will not create a hazard to the health or property, which will not .� damage surfaces, and which are approved by both the occupants and the Owner. 7. Remove grease, mastic, adhesive, dust, dirt, debris, stains, labels, fingerprints, and other foreign materials from sight-exposed interior surfaces. 8. Polish glossy surfaces to a clear shine. r 9. Replace filters and clean ducts, blowers, and cods if units were affected by work during construction. H. The Owner's responsibility for cleaning commences at Completion of all Contract Work. 1.20 CLEANING AFTER CONSTRUCTION 1. Clean all exterior surfaces of excessive roof adhesive, materials, etcwhere work has been performed. S 2. Clean all debris from exterior grounds. 3. Exterior Window Cleaning-The Contractor shall be responsible for washing and cleaning all exterior windowsdoors and glass affected by the work from building grade to roof on all building elevations at the Hampshire County Courthouse. All window washing to commence after all building work is complete. 4. The Owner's responsibility for cleaning commences at Completion of all Contract Work. END OF SECTION +I r ■ I Boston Bay Architects, Inc. 01010 -8 SUMMARY OF WORK ■ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs e SECTION 01010 r SUMMARY OF WORK PART 1 GENERAL r 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Special Conditions of Contract for Construction and Part A, Bidding Documents, Contract Forms,and Contract Documents, - apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements,which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. C. This Section contains general information that applies to all work performed under this +� Contract and is inherently made a part of each Specification Section. r 1.02 PROJECT IDENTIFICATION AND DESCRIPTION OF WORK A. Project Identification:The name of the Project on Contract Documents is: .. Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs +` B. Abbreviated Summary of Work: The Project consists of re-building the exterior entrance stairs with new foundation, reuse granite steps, capstones and side stone wails, and minor roof repair. New handrails and reuse of existing railing. Exterior restoration and r preservation of masonry walls. Contract Documents were prepared by the Architect; Boston Bay Architects, Inc. • 1.03 TIME FOR COMPLETION A. In accordance with GENERAL CONDITIONS, the work shall be commenced at the time stipulated in the Notice to Proceed,April 15, 2015,The Contract shall be complete before Eighty-Four calendar days, or by July 8, 2015. 1.04 LIQUIDATED DAMAGES A. As actual damages for any delay in completion are impossible to determine,the Contractor and his sureties shall be liable for and shall pay to the Owner, the sum of Four Hundred Fifty Dollars ($450.00) as fixed, and agreed liquidated damages for each calendar day of Irs delay beyond the contract completion date of July 8, 2015, after Notice to Proceed is issued, until the work is complete. Work to commence on April 15, 2015. �. B. In addition, the Owner may assess the Contractor, additional Liquidated Damages if the project is not completed within the Construction Contract Completion time of July 8,2015 for the Architect.The Architect shall be compensated One Hundred Twenty-Five Dollars per hour($125.001 hour) for review of work, shop drawings, site visits, or time necessary - to complete the Contract Work after July 8, 2015. Any authorized extension of time will delay the commencement of Liquidated Damages. r Boston Bay Architects, Inc. 01010- 1 SUMMARY OF WORK r Hampshire Council of Governmentsdi Hampshire County Courthouse Main Street Entrance Steps&Repairs4 id 1. For purposes of liquidated damages, Substantial Completion means that the value of the work remaining to be done is, in the estimate of the Architect, less than one percent of the original contract price.When the Contractor considers the work to be '+ complete, he shall request, in writing, a final inspection, which may be arranged by the Architect. 2. Any deficiencies in the work shall be noted in a "Punch List" by the Architect. If the monetized punch list amounts to be less than 1% of the original contract amount, the work shall be considered to be substantially complete as of the date of written request for a substantial completion inspection. If the itemized punch list amount to more than 1% of the original contract price, the work shall be considered not substantially complete. When punch list items are complete, the Contractor shall request a final inspection, which can be arranged by the Owner. 3. This procedure shall be repeated for further punch list review until final (100%) S completion is achieved. 1.05 AWARD OF CONTRACT W A. A contract will be awarded by the Owner or Authority as it deems in its best interest to the lowest eligible and responsible bidder as determined in accordance with Massachusetts S General Laws Chapter 149, Sections 44A through H, or Massachusetts General Laws Chapter 30, Section 39M, whichever is applicable. B. The work shall commence at Award of Contract and shall be pursued continuously under S the full time supervision of the General Contractor. 1.06 COMPLETE COST A. The proposed contract price shall be complete costs, including overhead, profit, insurance, transportation, and all other costs connected with, or incidental to the work described. �1 1.07 CONTRACT AND CONTRACT PROVISIONS -a A. Contract Coordination: Briefly without limitation, the work of this Contract includes s coordination with other contractors performing work under separate contracts with the -K Owner and their tenants. aft 1.08 CODES AND STANDARDS A. Unless otherwise specifically indicated, work and materials shall conform to these Contract Documents and is to be constructed in accordance with the all applicable codes and ordinances, including, but not limited to, the following current editions of the referenced codes: r 1. Commonwealth of Massachusetts, State Building Code, 780 CMR. 2. Commonwealth of Massachusetts, Fire Protection Code. i 3. Commonwealth of Massachusetts 521 CMR, Rules and Regulations of the Architectural Access Board. 4. Uniform State Plumbing Code and Massachusetts Fuel Gas Code,248 CMR- I Boston Bay Architects, Inc. 01010- 2 SUMMARY OF WORK r Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs BOCA Mechanical Code. E 5. National Electric Code, including Massachusetts modifications. 527 CMR. 6. Hampshire Council of Governments,Air Pollution Regulations r 7. Commonwealth of Massachusetts 310 CMR, Department of Environment Protection, 7,09 Dust Order Construction and Demolition. 1.09 HOURS OF WORK r A. Unless specifically authorized by the Owner, in writing, the work must be conducted between the hours of 8:00 AM and 4:30 PM Monday through Friday. No work shall be conducted on holidays in the City, on Saturdays,or Sundays other than for emergencies or r unless specifically authorized by the Owner, B. Construction shall conform to the Construction Project Schedule and Conditions of the Contract established by the Owner/Authority and in accordance with the Contract between r the Authority and the Contractor. C. If such work is authorized by the Owner, a representative of the Owner must be present on site at all times at the expense of the Contractor,The Contractor shall reimburse the Owner •" for the worker's time at their hourly rate established in their contract with the Owner, including, but not limited to, overtime pay,fringe benefits, and labor burden. The Contractor shall reimburse the Owner with a check made out to the Hampshire Council of r, Governments and delivered to the designated Contracting Officer for the work. The Contractor shalt not directly compensate the Owner's representative. +t+ 110 CONTRACTOR'S USE OF PREMISES A. Contractor shall limit his use of the premises for the Work and for storage, to allow for: es 1. Owner occupancy. 2. Employee occupancy. •. 3. Public use. 4. Work by other Contractors. 5. The Owner will determine the parking area on site which may be used for contractors trucks, and equipment,this area will be designated by Owner prior to the construction start. Contractor's equipment may be stored in the designated parking areas with consent by the Owner, B. Coordinate use of exterior premises under direction of Architect and the Owner. C. Assume full responsibility for the protection and safekeeping of Products under this Contract, stored on the site. Any injury,which may come to it from frost,water, accident, or any other cause, and any injury,which may come to any of the work, shall be repaired - immediately by the Contractor at his own expense and without additional cost to the Owner, This shall also apply to any abutting or adjoining work on/or adjacent to the premises. The Contractor shall he responsible for any damage. In the event of such damage, the Contractor shall repair the damage immediately at his own cost and without additional cost to the Owner. w Boston Bay Architects, Inc. 01010 -3 SUMMARY OF WORK Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs D. Move any stored Products, under Contractor's control, which interfere with operations of A the Owner or separate contractor. tl E. Contractor shall be responsible for lifts, ladder,scaffolding or other temporary structures including stairs to access exterior wall or roofs to complete the work. Use of interior elevator is prohibited. F. Obtain and pay for the use of additional storage or work areas needed for operations. W G. Debris of any nature shall be completely removed from the site at the end of each days work and disposed of in accordance with all Federal, State and local regulations. 1. At the Pre-construction Conference, the Contractor shall list and identify the disposal contractor, and the dump site to be used for this work. The disposal contractor and proposed dumpsite are subject to the Owner's approval, and shall Y not be changed without the written approval of the Owner. 1.11 OWNER'S OCCUPANCY y A. Full Occupancy by the Owner: The Owner will occupy the site and existing buildings during the entire construction period. The Contractor will perform work under the Contract in a manner so as not to interfere with the Owner's operations and will cooperate with the Authority at all times in order to minimize conflicts and facilitate Authority's usage. 1. The Contractor's attention is especially called to the fact that continuous operation of services for this Project is mandatory. During the period of construction of the mil new work the progress and sequence of installation shall be carefully planned and approved by the Owner. If the project is to be left without heat, hot water, city [? water, electricity, gas, sanitary facilities, or any other services, the Contractor shall provide 72 hours written notification to the Owner before proceeding. B. Considerations for occupants during construction: 1. The Contractor shall take all necessary precautions to ensure the public safety and convenience of the occupants during construction. 2. If the building is left without heat, hot water, domestic water, electricity, gas, a sanitary facilities, or any other services, the Owner must notify occupants a minimum of 72 hours in advance of any shutdown of services. If the Authority will not allow this shutdown, but wants instead a temporary means of supplying said f services, the Contractor shall supply all labor, materials, and whatever may be required to supply said temporary services at no extra cost to the Owner and in accordance with the state and local regulations on health and safety. i 3. If the work shall affect the occupants in any manner, or if the Contractor must gain access to the interior of specific rooms, the Contractor shall notify the Owner minimum of 72 hours in advance. 4. The work shall be done with as little inconvenience as reasonably possible and without danger to the occupants and to the permanent structures within the project area. Any damage to buildings, roads, public roads, bituminous concrete areas, fences, lawn areas, trees, shrubbery, electric or telephone poles, underground utilities, etc. shall be repaired by the Contractor at his/her own expense. Damaged property shall be returned to its original condition prior to the damages within a reasonable time period, except all utility outages shall be repaired immediately. • Y Boston Bay Architects, Inc. 01010-4 SUMMARY OF WORK Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs 5. The Contractor shall be aware that special consideration must be made to the fact r they are working in a public building. Tools, construction equipment, and construction materials are not to be left unattended at any time, unless in a secured area with no public access. Open areas left during the course of construction must be covered or otherwise made safe. Any considerations made • for the safety of the residents and their families shall be made to the Owner's approval. 6. The Contractor shall, at all times, leave an unobstructed way along the roadways sat and walks, provide for accessible entrance, and shall maintain barriers and lights for the protection of all persons and property in all locations where he has material stored or work going on for the entire time such work is going on or materials are stored. 7. The Contractor shall not gain access to the exterior wails and roof areas by use of interior stairs, roof hatch, elevators, public spaces, or offices, The contractor shall gain access to the exterior walls and roof by the use of exterior ladders, temporary stairs, pipe staging,and/or lifts. r S. Only materials and/or equipment intended and necessary for immediate use shall be brought to the site, At the end of each workday and at the completion of each phase of work, equipment and leftover or unused materials shall be removed from the work area and stored in storage container brought to the site by the Contractor at Contractor's expense. There shall be no storage of materials, tools, and/or equipment within the building.Any storage on site must be authorized by the Owner, in writing. r 9. Openings generated by the construction that cannot be permanently dosed by the end of the work day, shall be made secure, watertight, and temporarily closed overnight or until the opening can be permanently closed. 10. Contractor to provide temporary barriers in the public corridors that will allow the public to move freely within the corridors and stairs. Dust barriers must be tight from floor to ceiling and of sufficient strength to maintain vertical position if 1s accidentally pushed. „M 1.12 COMMUNICATIONS A. AH notices, demand, requests, instructions, approvals, and claims must be in writing. B. Any such notice shall be deemed to have been given as of the time of delivery, or of actual receipt by hand or, in the case of mailing, when it should have been received in due course of post. C. For communicating purposes, the office address of the Contractor shall be that stated on the signature page of the Contract;that of the Owner shall be as stated in the Notice to Contractors.Any subsequent change in address of either party shall be communicated to ,. the other in writing. 1.13 CONTRACT DOCUMENTS(PLANS AND SPECIFICATIONS) S A. The Owner will furnish to the Contractor,without charge, all copies of the Contact Documents (Drawings and Specifications) reasonably necessary for performance of Work. w Boston Bay Architects, Inc. 01010 - 5 SUMMARY OF WORK - Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 1.14 CONTRACTOR'S WEEKLY MEETINGS i Weekly field meetings are conducted with the Architect and Hampshire Council of I Governments representative during the entire course of the project. Date and time to be coordinated with the Hampshire Council of Government's designated project representative. 1.16 PREVAILING WAGE RATES A. Wage Rates: The Contractor is required under the provisions of this Contract to pay the Prevailing Rate or Total Rate, as applicable for the Classification, to the Contractor's employees and its subcontractor's employees working on this Project in accordance with the requirements of the Contract Documents; refer to: ■il B. PREVAILING WAGE RATES- Included in the Project Manual. 1.17 NOT USED 1.18 CONDUCT OF THE WORK A. The work must be completed in a continuous non-interrupted operation. The Contractor must use sufficient personnel and adequate equipment to complete all the necessary work requirements within a minimum period of time. B. The Contractor must retain a representative during the work. The representative must be fully licensed to perform this work in the State of Massachusetts and shall be in full charge of the work and all instructions given to this person by the Architect shall be binding (minimum Massachusetts construction supervisor license). A copy of the representative's current licenses (or the licenses of any representative under consideration for change) shall be provided to the Owner before he/she begins the work. C. The Contractor must supply to the Owner name and telephone/pager number of a "r responsible person who may be contacted during off-hour emergencies on the Project. The Contractor shall remain "on call" 24 hours per day in the event of an emergency. Response time shall be within forty-five (45) minutes of receiving verbal notification of an emergency. The Project Manager and/or Project Superintendent on site must be able to be reached immediately during the hours of work via beeper or telephone. Any work i which is directly connected to the Scope of Work as outlined in this contract shall be corrected as soon as possible. D. All personnel working on site must sign in daily on "Sign In" sheets at the site office or at S another designated area. The Contractor representative must check in daily with the Hampshire Council of Governments' Office prior to the start of the work. S E. The Contractor is responsible for obtaining any keys necessary for access to work areas in a timely manner in order to prevent delay of the work. Keys shall be returned to the Owner at times approved by the Owner. F. The Contractor is responsible for the security of partially completed work until the Owner finally accepts the project. G. Workers shall refrain from smoking while performing any work inside buildings or on Hampshire Council of Governments property. The Contractor shall remove from the Boston Bay Architects, Inc. 01010-6 SUMMARY OF WORK i Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs project,workers who violate this provision. r H. The Contractor shall develop a project schedule and work sequence indicating the time periods and sequence for completion of work.The project schedule and sequence upon approval shall he adhered to. Any deviations from the schedule could be subject to r penalties at the discretion of the Architect and the Owner. The Contractor's schedule shall be made available to the Architect and Owner a minimum of two weeks before the start of any construction work, Architect and Owner to approve Contractor's construction sequence prior of commencing work. 1.19 CLEANING DURING CONSTRUCTION Is A. Conduct cleaning and disposal operations with local ordinances and anti-pollution laws. Cleaning and removal of construction debris and loose materials shall be made on daily basis, and areas of roof, paving, sidewalks, made broom clean. r 1. Do not burn rubbish and waste materials on site. 2. Do not dispose of volatile wastes such as mineral spirits,oil, or paint thinner in so storm or sanitary drains. 3. Do not dispose of wastes into streams or waterways. B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Do not allow materials and rubbish to drop free or be thrown from upper floors but remove - by use of a material hoist or rubbish chutes. D. Maintain the site free from accumulations of waste, debris, and rubbish. Broom clean exposed concrete surfaces, paved surfaces,window sills, roof areas, patios, or other areas r below the work as often as reasonably required in order to maintain a clean site throughout the work acceptable to the Owner. E. Provide on-site covered containers for collection of waste materials and rubbish. F. At the end of each workday, remove and legally dispose waste materials and rubbish from site, Disposal shall be in compliance with all applicable laws, ordinances, codes, and by- laws. Contractor to remove all construction debris, sweep site each day after work is complete and before leaving site at end of day. G. AU precautions must be made so that the interior of the buildings are not dirtied by the "" work. Interior public spaces are to be left as clean as they were prior to the commencement of the work every day. Should any debris or dust fall into any common or office area as a result of construction activity,the Contractor shall, by the end of each work day: r 1. Dust furniture and surfaces, using oiler other cleaning supplies. 2. Mop floors using a cleaning agent and water. 3. Vacuum rugs.Professionally clean rugs if vacuuming is inadequate to remove debris. 4. Clean and polish windows and other glass or plastic glazing surfaces. r Boston Bay Architects, Inc. 01010- 7 SUMMARY OF WORK Hampshire Council of Governments 9 Hampshire County Courthouse Main Street Entrance Steps& Repairs 5. Clean and polish all metal surfaces, including architectural hardware. 6. Use only cleaning materials recommended by the manufacturer of the surface to be cleaned,which will not create a hazard to the health or property, which will not yj damage surfaces, and which are approved by both the occupants and the Owner. 7. Remove grease, mastic, adhesive, dust, dirt, debris, stains, labels, fingerprints, and other foreign materials from sight-exposed interior surfaces. 8. Polish glossy surfaces to a clear shine. -s 9. Replace filters and clean ducts, blowers, and coils if units were affected by work during construction. H. The Owner's responsibility for cleaning commences at Completion of all Contract Work. 1.20 CLEANING AFTER CONSTRUCTION w 1. Clean all exterior surfaces of excessive roof adhesive, materials, etcwhere work has been performed, 2. Clean all debris from exterior grounds. ,s 3. Exterior Window Cleaning-The Contractor shall be responsible for washing and cleaning all exterior windows.doors and glass affected by the work from building grade to roof on all building elevations at the Hampshire County Courthouse. All window washing to commence after all building work is complete. 4. The Owner's responsibility for cleaning commences at Completion of all Contract Work. ■Y END OF SECTION ea I i V JI Boston Bay Architects, Inc. 01010- 8 SUMMARY OF WORK r Hampshire Council of Governments r. Hampshire County Courthouse Main Street Entrance Steps&Repairs SECTION 01025 r UNIT PRICES PART I —GENERAL as 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and r Part A—Bidding Documents, Contract Forms,and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. r B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of a0 specification sections and other Contract Documents. its 1.02 REQUIREMENTS A. The Unit Price listed below wilt be applied in accordance the General Conditions and the r Contract Documents based on quantities provided by the Architect. B. All Unit Prices include their pro-rata share of all costs for overhead, profit, bond, materials, ks equipment,and disposal required to complete the work item. C. In this case, the change order process described in the General Conditions and the Contract r Documents will be used for Work described in the Unit Price Schedule, when any change of the base contract scope is required. 1.03 APPLICABILITY OF UNIT PRICES .. A. The payment shall be as indicated in the Contract Documents. B. Prior to commencing removal or placement of materials set forth in the Contract Documents, the Contractor shall notify the Architect in sufficient time to permit proper measurements to be taken. Only quantities which have been approved in writing by the Architect will be considered in the determination of adjustments to the Contract Sum. C. Performance of Work which is not required under the Contract Documents or which is not authorized by Change Order, whether or not such Work item is set forth hereunder as a Unit Price item, shall not be considered cause for extra payment. The Contractor will be held fully responsible for such unauthorized work, including the performance of all corrective measures required by the Architect. S D. Unit Price is amount carried by Contractor, as price per unit of measurement for materials or services added to or deducted from Contract Sum by appropriate modification, if estimated 141, quantities of work required by Contract Documents are increased or decreased. Boston Bay Architects, Inc. 01025-1 UNIT PRICES r • Hampshire Council of Governments Hampshire County Courthouse ■1 Main Street Entrance Steps&Repairs 1.04 SCHEDULE OF UNIT PRICES A. ITEM 1: Masonry cutting and Pointing. Masonry contractor to cut existing stone and remove1.4 1" of existing mortar per specifications in Section 04510. Dispose of all debris. ADD: $5.50 Lineal Foot END OF SECTION f rl a I i i i Y S Boston Bay Architects, Inc. 01025-2 UNIT PRICES Hampshire Council of Governments Hampshire County Courthouse ar Main Street Entrance Steps&Repairs roi SECTION 01027 APPLICATION FOR PAYMENT r S PART1 GENERAL r 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and PART A– Bidding Documents, Contract Forms, and Conditions of the Contract and Division r 1 –General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section.The exact scope of this Section cannot be determined without a thorough review of r,,, all specification sections and other Contract Documents. 1.02 SUMMARY r A. This Section specifies administrative and procedural requirements for submitting the following: 1. Schedule of values. ris 2. Applications for Payment. B. Comply with all applicable laws and regulations pertaining to the processing of payment gas applications and the payment of moneys owed to the Contractor, including all applicable retainages and related items. C. The Hampshire Council of Governments is tax exempt. Refer to the Conditions of the Contract for tax exempt number. r 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. CONTRACT FORM; Agreement between Hampshire Council of Governments and Contractor. - 2. GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS; Progress Payments, Retainages,and Final Payment. 3. Section 01700,CONTRACT CLOSEOUT; Final payment. 1.04 SCHEDULE OF VALUES s A. Timing: Submit Schedule of Values allocated to the various portions of the Work within ten days after award of Contract, B. When requested by Architect, submit substantiating data supporting the values submitted. Boston Bay Architects, Inc. 01027- 1 APPLICATION FOR PAYMENT Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs C. Intent: Unless objections are stated by Architect, the Schedule of Values will be used as the i1 basis for the Contractor's Applications for Payment. a D. Form and Content of Schedule of Values: Type schedule on 8-1/2 in.x 11 in. white paper. Contractor's standard forms and automated printout will be considered for approval by the ril Owner upon Contractor's request. Identify schedule with title of Project and location, the Owner's job number, name and address of Architect, name and address of Contractor, Contract number, and date of submission. i. 4 1. Line Item Categories: Follow the Table of Contents of Project Manual for major category items. 2. List installed value of component parts of the Work in sufficient detail to serve as a 4 basis for computing values for progress payments during construction. E. Sub-Values: For each major line item, list sub-values of major products or operations under 3 the item. ii F. Overhead and Profit: For the various portions of the Work, include a directly proportional amount of the Contractor's overhead and profit. y J G. Stored Material: For items on which progress payments will be requested for stored on-site materials only, break down the value into the following sub-values: 1_ The cost of material, delivered and unloaded at Project Site, with taxes paid. tf 2. Installation cost including overhead and profit. H. The sum of all values listed in the schedule shall equal the total Contract Sum. or I. Change Orders: Amount shown in approved Schedule of Values may be used to determine k Change Order values for credit and add. a 1.05 APPLICATION FOR PAYMENTill A. Format: Unless otherwise directed by the Hampshire Council of Governments, submit itemized applications typed on forms provided by the Hampshire Council of Governments. a B. Provide itemized data on continuation sheet. Format, schedules, line items and values shall match those of the Schedule of Values accepted by Architect. C. Initial Application for Payment:Administrative actions and submittals that must precede submittal of initial application for payment, include the following: 1. List of subcontractors(if any), suppliers, and fabricators. T 2. Schedule of values. i 3. Progress schedule. [r 4. Submittal schedule. S 5. Copies of permits and other communications from authorities. 6. Performance bond and payment bond. S 7. Unit price schedule. 8. Evidence of insurance. S Boston Bay Architects, Inc. 01027 -2 APPLICATION FOR PAYMENT r r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs is 0, Preparation of Application for Payment Execute each Application for Payment consistent with previous applications and payments certified by Architect and paid for by the Hampshire Council of Governments. Provide full lien waivers for completed Work. Fill in required information, including Change Orders information executed prior to date of submittal of this application, Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. Execute certification with signature of responsible officer of Contractor. Fill out continuation sheets as follows: 1. Fill in total list of scheduled component items of Work, with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored. Round off values to nearest dollar, or as specified for Schedule of Values. 3, List each Change Order executed prior to date of submission at end of continuation sheets, List by Change Order Number, and description, as if an original item of work. 4, Submit to Authority pencil copy of application and monthly payroll records of Contractor and subcontractors, E. Substantiating Data for Progress Payments: When Owner or Architect requires i substantiating data, submit suitable information with cover letter, identifying Project name, application number and date, and detailed list of enclosures. Submit one copy of data and cover letter for each copy of application, •. 1, For stored products, identify Item number and identification as shown on application along with description of specific material. F, Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. Show on this Application for Payment any Certificates of Partial Substantial Completion issued previously for Owner Occupancy of portions of the Work.Administrative actions and submittals that must precede submittal of this Application for Payment, include the following: r 1. Warranties. 2. Maintenance and operation instructions. Y 3, Final cleaning. 4. Application for reduction of retainage. w 5. Consent of surety. 6, Notification of shifting insurance coverage. 7. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. • G. Preparation of Final Application for Payment: Fill in Application form as specified for progress payments. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700, CONTRACT CLOSEOUT. Administrative actions and submittals that must precede submittal of final Application for Payment, include the following: 1. Completion of Project closeout requirements, 2. Completion of incomplete Work, Boston Bay Architects, Inc. 01027-3 APPLICATION FOR PAYMENT r r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs B. Change Directive:A written order to the Contractor, signed by the Owner, which amends the Contract Documents as described, and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for inclusion in a subsequent Change Order. C. Architect's Supplemental Instructions:A written order, instructions, or interpretations, signed by Architect making minor changes in the Work not involving a change in Contract Sum or Contract Time. D. Proposal Request: A request to the Contractor, signed by the Architect,for submission of an itemized quotation for changes in the Contract Sum or Contract Time. This is not a Change Order or a direction to proceed with the Work. 1.05 PRELIMINARY PROCEDURES A. Either the General Contractor or the Owner may initiate a Change Order. B. Change Orders initiated by the Owner: 1. The Owner may make a change to the contract at any time. The Owner, may initiate change by having the Architect submit a PROPOSAL REQUEST, signed by the Architect, to the Contractor. The PROPOSAL REQUEST will include: a) Detailed description of the Change, Products, and location of the change in the Project. b) Supplementary or revised Drawings and Specifications. c) The projected time span for making the change and a specific statement as to whether overtime work is, or is not, authorized. d) A specific period of time during which the price will be considered valid. e) Such request is for information only, and is not an instruction to execute the changes, or to stop Work in progress. 2. Oral directives from the Owner's designated Project Representative(not any other Town employee) may be considered a change to the contract provided that the GC notifies the Owner in writing as such. Usually, this notification is in the form of a Proposal for the work; however, written confirmation from the GC per Article 29 Changes, paragraph (b) is all that is required within thirty(30)days of the order. The Contracting Officer may also elect to utilize weekly job meeting minutes as means to document oral directives in writing in lieu of preparing formal CHANGE DIRECTIVES. 3. The Owner may elect to issue a CHANGE DIRECTIVE without receiving and/or negotiating the cost of the work if it feels that it is in the best interest of the Owner to do so. 4. Regardless of the manner in which the Owner directs a change, the General Contractor must proceed with the work as changed. C. Change Orders initiated by the General Contractor: , 1. The GC initiates the process by preparing a proposal or otherwise notifies the Contracting Officer in writing of what he/she regards as a change{reference Article 29. Changes; paragraph (d)}. The Contractor shall include the following: a) Description of the proposed changes. b) Statement of the reason for making the changes. c) State of the effect on the Contract Sum and the Contract Time. Boston Bay Architects, Inc. 01035-2 CONTRACT MODIFICATION PROCEDURES i Hampshire Council of Governments • Hampshire County Courthouse Main Street Entrance Steps&Repairs d) Statement of the effect on the work of separate contractors. 2. The GO must provide a detailed proposal in accordance to the General Conditions of the Contract For Construction;Article 29. Changes; paragraph (f). Failure to provide back-up information as described.herein will result in Proposal rejection. The GC is responsible for preparing detailed,accurate proposals based on the following: • a) An itemized breakdown of direct costs. b) Contract wage rates, with labor burdens previously approved by the all Contracting Officer. Union Contractors shall provide a copy of the union bargaining agreement-documenting rates,which exceed the contract wage rates. c) Documentation from the insurer if the amount claimed for Workers' Compensation exceeds twenty(20) percent, d) Back-up documentation as requested by the Contracting Officer for the following: 1d. costs the NE or Contracting Officer find unreasonable 2d. significant costs • 3d. back-up which is readily available(i.e., cost of materials, delivery slips) 4d. back-up for work directed to perform on a time and material basis ,. e) A schedule(for Time Extensions only)indicating how the additional work affects the Critical Path of the project{ref.Article 29; paragraph(g)}. Time extensions MUST be requested relative to the work proposed—NOT after the fact. i f) Indirect Costs, such as overhead, profit, bonds and insurance. g) Subcontractor's proposals prepared in a similar manner. • 3. The GC must support each quotation for a lump-sum proposal, and for each unit price which has not previously been established,with sufficient substantiating data to allow Architect to evaluate the quotation_ • 1.06 PREPARATION OF CHANGE ORDERS A. The Architect will prepare each Change Order. • B. Form: Change Order form acceptable to Owner and Architect. C. Change Order will describe changes in the Work, both additions and deletions.with attachments of revised Contract Documents to define details of the change. r 1.07 UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on, either: 1. Architect's definition of the scope of the required changes. 2. Contractor's Proposal for a change, as recommended by Architect. i 3. Survey of completed Work. Boston Bay Architects, Inc. 01035-3 CONTRACT MODIFICATION PROCEDURES • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs B. The amounts of the unit prices to be: 1. Those stated in the Agreement. 2. Those mutually agreed upon between Owner and Contractor. r C. When quantities of each of the items affected by the Change Order can be determined prior ,. to start of the Work: 1. The Owner and Architect will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the Work: 1. Architect and Owner will issue a Construction Change Authorization directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices and reasonable estimate of quantities. 2. At completion of the change, Architect will determine the cost of such work based on the unit prices and quantities used. 3. Contractor shall submit documentation to establish the number of units of each item S and any claims for a change in Contract Time. 4, The Architect will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. 5. The Owner and Contractor will sign and date the Change Order to indicate their „„ agreement with the terms therein. 1.08 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum. B. Periodically revise the Construction Progress Schedule to reflect each change in Contract Time. C. Revise sub-schedules to show changes for other items of work affected by the changes. id D. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. S PART 2 PRODUCTS (Not Used). PART 3 EXECUTION (Not Used). END OF SECTION Boston Bay Architects, Inc. 01035-4 CONTRACT MODIFICATION PROCEDURES S W Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs i SECTION 01045 CUTTING, PATCHING,AND CORING w PART 1 GENERAL r 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and Division 0—Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements, which affect the work of a this Section. The exact scope of this Section cannot be determined without a thorough review of ail specification sections and other Contract Documents. 1.02 SUMMARY A. General Contractor to provide and furnish materials, tools,to execute all cutting,coring, fitting,and patching work required by the Work, to complete the Work or to: i 1. Install specified work in existing construction. Restore all components to "as new' condition. .� 2. Make its several parts fit together properly. 3. Uncover portions of the Work to provide for installations of ill-timed work. to. 4. Remove and replace defective work. 5. Remove and replace work not conforming to requirements of Contract Documents. 6. Remove samples of installed work as specified for testing. 7. Provide all coring, holes in walls and slabs, modifications to existing chases, all routine penetrations of non-structural surfaces and all other work as may be ,yr required for installation of the Work, Coordinate this work with trades involved. B. Do not endanger any work by cutting, coring, or altering work or any part of it, C. Do riot cut, core, or otherwise alter work of other contractors and subcontractors without written consent of Architect. 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited Yr to: 1. Section 01010, SUMMARY OF WORK; Description of Project. '• 2. Section 01600, MATERIAL AND EQUIPMENT; Substitutions and product options. 3. Section 02050, DEMOLITION 4. Section 05100, ROUGH CARPENTRY r Boston Bay Architects, Inc. 01045- 1 CUTTING, PATCHING,AND CORING Hampshire Council of Governments Hampshire County Courthouse 4 Main Street Entrance Steps&Repairs 5. Section 07900. JOINT SEALERS AND FILLER 6. Section 08520, ALUMINUM WINDOWS 7. Section 16000, ELECTRICAL C 1.04 PAYMENT FOR COSTS A. The General Contractor shall be responsible for the coordination and execution of all cutting, coring, and patching. The Contractor shall coordinate scheduling, limit and scope of work, and all other operations required to install the work as shown on the Drawings or ,y specified herein. B. Costs caused by poorly-timed or defective work, or work not conforming to Contract Documents, including costs for additional services of the Architect, in addition to rejected or non-conforming work shall be paid for in full by the Contractor. C. Work executed upon the instructions of the Architect, other than for defective or non- conforming work will be paid for by the Authority. 1.05 QUALITY ASSURANCE �r A. Permission to patch any items of work does not imply a waiver of the Architects right to 'rk require complete removal and replacement in said areas and of said items if, in Architects opinion, patching does not satisfactorily restore quality and appearance of work. B. Requirements for Structural Work: Do not cut-and-patch or core structural work in a manner resulting in a reduction of load-carrying capacity or load/defection ratio. j C. Operational and Safety Limitations: Do not cut-and-patch or core operational elements and safety-related components in a manner resulting in a reduction of capacities to perform in 1 the manner intended or resulting in decreased operational life, increased maintenance, or decreased safety. D. Visual Requirements: Do not cut-and-patch work or core work that is exposed on exterior or ..n in occupied spaces of building, in a manner resulting in reduction of visual qualities or P resulting in substantial evidence of cut-and-patch work, both as judged solely by the Architect. Remove and replace work judged by the Architect to be visually unsatisfactory. 1.06 SUBMITTALS A. Submit a written request to Architect a minimum of 24 hours in advance of executing any cutting, coring, or alteration which affects: 1. Work of the Authority or separate contractor. +W 2. Structural value or integrity of any element of the Project. 3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems. 4. Efficiency, operational life, maintenance, or safety of operational elements. W 5. Visual qualities of sight-exposed elements. Y B. Request shall include: 1. Identification of the Project. 2. Description of affected work. Boston Bay Architects, Inc. 01045-2 CUTTING, PATCHING, AND CORING fi Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 3. The necessity for cutting, coring, alteration, or excavation. 4. Effect on work of the Authority or any separate contractor, or on structural or weatherproof integrity of Project. 5. Description of proposed work: a) Description of why cutting-and-patching or coring cannot(reasonably)be avoided. b) Scope of cutting, coring, patching, alteration, or excavation. c) How It will be performed, d) How structural elements (if any)wilt be reinforced. e) Trades who will execute the work. f) Products proposed to be used. g) Extent of refinishing to be done. h) Approximate dates of the work, and anticipated results in terms of variations r from the work as originally completed (structural, operational. visual, and other qualities of significance). 6. Alternatives to cutting and patching or to coring. 7. Cost proposal, when applicable. 8. Written permission of any separate contractor whose work will be affected. C. Should conditions of Work or the schedule indicate a change of products from original installation, Contractor shall submit request for substitution as specified in Section 01600, MATERIAL AND EQUIPMENT. D. The Contractor shall submit written notice to Architect designating date and time the work will be uncovered. PART 2 PRODUCTS +� 2.01 MATERIALS A. Except as otherwise indicated or authorized by the Architect,the Contractor shall provide materials for cutting-and-patching which will result in equal-or-better work than the work +. being cut-and-patched, in terms of performance characteristics and including visual effect where applicable. The Contractor shall comply with the requirements, and use materials identical with the original materials where feasible and where recognized that satisfactory results can be produced. B, The Contractor shall comply with specifications and standards for each specific product involved. PART 3 EXECUTION 3.01 INSPECTION A. The Contractor shall inspect existing conditions of Project, including elements subject to damage or to movement during cutting and patching, W B. After uncovering work, the Contractor shall inspect conditions affecting installation of Products, or performance of work. C. The Contractor shall report unsatisfactory or questionable conditions to Architect in writing; do not proceed with work until Architect has provided further instructions. Boston Bay Architects, Inc. 01045 -3 CUTTING, PATCHING. AND CORING Hampshire Council of Governments Hampshire County Courthouse i Main Street Entrance Steps 8 Repairs 3.02 PREPARATION A. The Contractor shall provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work. B. The Contractor shall provide devices and methods to protect other portions of Project from damage. C. The Contractor shall provide protection from elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. 3.03 PERFORMANCE A. The Contractor shall execute cutting, coring, and patching by methods, which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. '# 1. In general, where mechanical cutting is required, cut work with sawing and grinding a tools, not with hammering and chopping tools. Core drill openings through concrete work. 2. Comply with the requirements of applicable sections of Division 2-SITEWORK where cutting-and-patching requires excavating and backfilling. B. The Contractor shall execute excavating and backfilling by methods which will prevent settlement or damage to other work. C. The Contractor shall employ original installer or fabricator to perform cutting and patching for: 1. Weather-exposed or moisture-resistant elements. 2. Sight-exposed finished surfaces. D. The Contractor shall execute fitting and adjustment of products to provide a finished installation to comply with specified products,functions, tolerances, and finishes. E. The Contractor shall restore work, which has been cut or removed; install new products to i provide completed Work in accordance with requirements of Contract Documents. F. The Contractor shall fit work airtight to pipes, sleeves, ducts,conduit, and other penetrations through surfaces. S G. The Contractor shall patch with seams,which are durable and as invisible as possible. Comply with specified tolerances for the work. A` H. The Contractor shall restore exposed finishes of patched areas; and, where necessary extend finish restoration onto retained work adjoining, in a manner which will eliminate evidence of patching. 1. Where patch occurs in a smooth painted surface, the Contractor shall extend final paint coat over the entire unbroken surface containing the patch. I. The Contractor shall refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. . 2. For an assembly, refinish entire unit. END OF SECTION a Boston Bay Architects, Inc. 01045 -4 CUTTING, PATCHING,AND CORING r Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs y SECTION 01090 REFERENCES PART 1 GENERAL 101 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and Part A—Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section.The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. 1.02 SUMMARY A. This Section identifies abbreviations and acronyms and includes definitions of words and phrases used in Contract Documents, definitions of standard Specification language, and explanation of Specification format and content. r 1.03 DUALITY ASSURANCE A, Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents or applicable codes establish stricter standards. B. Publication Date:The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified. 1.04 ABBREVIATIONS AND NAMES OF ORGANIZATIONS A. Obtain copies of standards referenced in specifications direct from publication source, when r needed for proper performance of Work, or when required for submittal by Contract Documents. For abbreviations not listed, and for addresses and phone numbers, refer to the "Encyclopedia of Associations", published by Gale Research Co., Inc., available in most public libraries. AA Aluminum Association AABC Associated Air Balance Council MMA Architectural Aluminum Manufacturers Association r AASHTO American Association of State Highway and Transportation Officials. ACI American Concrete Institute ADC Air Diffusion Council AGC Associated General Contractors of America r Al Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute r AMCA Air Movement and Control Association ANSI American National Standards Institute ARI Air-Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASPA American Sod Producers Association ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood-Preservers'Association AWS American Welding Society AWWA American Water Works Association Boston Bay Architects, Inc. 01090 - 1 REFERENCES Hampshire Council of Governments Hampshire County Courthouse it Main Street Entrance Steps 8 Repairs yr CDA Copper Development Association ei CPSC Consumer Product Safety Commission CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute ." EJMA Expansion Joint Manufacturer's Association El FGMA Flat Glass Marketing Association FM Factory Mutual System iS Fed. Spec. Federal Specification GA Gypsum Association ,v HUD U.S. Department of Housing and Urban Development j IEEE Institute of Electrical and Electronics Engineers 3 IMIAC International Masonry Industry-All Weather Council ii ISA International Society of Arboriculture MHD Massachusetts Highway Department MIL Military Specification MUSFA Metal Lath/Steel Framing Association NAAMM National Association of Architectural Metal Manufacturers >+ NCMA National Concrete Masonry Association ilii NEBB National Environmental Balancing Bureau NEMA National Electrical Manufacturers'Association NFPA National Fire Protection Association NRCA National Roofing Contractors Association NSWMA National Solid Waste Management Associationit NTMA National Terrazzo and Mosaic Association NWMA National Woodwork Manufacturers Association =s PCA Portland Cement Association S PCI Priestesses Concrete Institute PS Product Standard SCPI Structural Clay Products Institute ij SDI Steel Deck Institute SDI Steel Door Institute SIGMA Sealed Insulating Glass Manufacturers Association -s SJI Steel Joint Institute S SMACNA Sheet Metal and Air Conditioning Contractors' National Association SPRI Single Ply Roofing Institute SSPC Steel Structures Painting Council SWRI Sealant,Waterproofing & Restoration Institute illi TAS Technical Aid Series TCA Tile Council of America, Inc. ill UL Underwriters' Laboratories, Inc. WCLIB West Coast Lumber Inspection Bureau 111 1.05 DEFINITIONS 1 A. General: Basic Contract definitions are included in the GENERAL CONDITIONS and li SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS. B. Indicated: The word "indicated" refers to graphic representations, notes or schedules on _k Drawings, Paragraphs or schedules in Specifications, and similar requirements in Contract i➢ Documents.Terms such as "shown", "noted", "scheduled", and "specified"are used to help locate a reference. No limitation on location is intended except as specifically noted. Boston Bay Architects, Inc. 01090 -2 REFERENCES +; ■II Hampshire Council of Governments +.r Hampshire County Courthouse Main Street Entrance Steps&Repairs r C. Directed:Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and"permitted",are hereby defined as"directed by Architect", "requested by Architect","authorized by Architect",etc.No implied meaning shall be interpreted to extend the Architect's responsibility into the Contractors area of construction supervision. D. Approved: The term "approved"when used in conjunction with the Architect's action on the Contractor's submittals, applications, and similar requests, is limited to the duties and responsibilities of the Architect as stated in GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS.Such approval shall not release IMF the Contractor from responsibility to fulfill Contract requirements unless otherwise provided in the Contract Documents, E. Furnish: Supply and deliver to the Project site, ready for unloading, unpacking,assembly, installation,and similar operations. F, Install: Operations at Project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, loo and similar operations. 0, Provide:To furnish and install,complete and ready for intended use. H. Installer:The Contractor or entity engaged by the Contractor, either as an employee, subcontractor, or sub-subcontractor for performance of a particular construction activity, including installation,erection,application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1. Replace: Remove and dispose of existing in accordance to all local, state, and federal laws and ordinances;furnish and install new in accordance with these contract documents. 1.06 SPECIFICATION FORMAT AND CONTENT A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's (CSI) 16 Division format and master format numbering system. B. Specification Content:These Specifications use certain conventions in the use of language �. and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances.These conventions are explained as follows: 1. Abbreviated Language: Language used in Contract Documents is abbreviated. - Implied words and meanings will be appropriately interpreted.Singular words will be interpreted as plural, and plural words interpreted as singular where applicable. 2. Imperative Language: In general, imperative language is used in the Specifications, Except where specifically indicated otherwise, the subject of imperative statements is the Contractor. At certain locations in the text,for clarity, subjective language is used to describe responsibilities to be fulfilled indirectly by the Contractor,or others when so noted. PART 2 PRODUCTS (Not Used). PART 3 EXECUTION (Not Used). 41111 END OF SECTION Boston Bay Architects, Inc. 01090- 3 REFERENCES Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs SECTION 01120 ALTERATION PROJECT PROCEDURES PART 1 -GENERAL 1.01 RELATED DOCUMENTS r A. All of the Contract Documents, including the General and Supplementary Conditions and PART A—Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section.The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. 1.02 REQUIREMENTS INCLUDED A. Coordinate Work and schedule elements of alterations and renovation work by procedures +' and methods that expedite completion of the Work. B. In addition to demolition specified in Section 02070, SELECTIVE DEMOLITION, and r indicated on Drawings,cut, move and remove miscellaneous existing work as necessary to provide access and to allow alterations and new work to proceed. Include but do not limit work to: 1. Repair and removal of hazardous and unsanitary conditions and materials. 2. Removal of abandoned items and items that serve no useful purpose, such as abandoned piping, conduit and wiring. 3. Removal of unsuitable and extraneous materials not marked for salvage, such as abandoned furniture,furnishings and equipment, and debris such as rotted wood, +° rusted metals, and deteriorated concrete, etc. 4. Cleaning of surfaces and removal of surface finishes as needed to install new work and finishes. C. Patching, repair, and refinishing existing work intended for reuse, to specified condition for each material,with suitable transition to adjacent new items of construction. 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: Alt I. Section 01500, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Boston Bay Architects, Inc. 01120 - 1 ALTERATION PROJECT PROCEDURES r Hampshire Council of Governments MF Hampshire County Courthouse Main Street Entrance Steps&Repairs 2. Section 02070, SELECTIVE DEMOLITION t 3. Section 07100, WATERPROOFING, DAMPROOFING AND CAULKING ,5 4. Section 07600, FLASHINGS AND SHEET METAL irii 5. Section 07900, JOINT SEALERS AND FILLERS p iii 6. Section 09910, PAINTING 1.04 ALTERATIONS, CUTTING, AND PROTECTION deli A. Ensure that work is performed by workers qualified for each condition and material encountered. ii B. Cutting of existing construction required to install equipment under various Sections shall be done by coring or sawing method under Section appropriate to materials and v construction. 4 C. Cut and remove minimum materials necessary and avoid damage to adjacent work intended for reuse. iiii D. Cut finish surfaces such as masonry, tile, plaster, stucco, concrete, metals, and other materials by methods that terminate surfaces in a straight line at natural points of division. S E. Cutting and patching work shall comply with requirements of Section 01045, CUTTING, rp PATCHING, AND CORING. 4 F. Protect existing finishes, equipment, and adjacent work scheduled to remain from damage from weather and extremes of temperature. YW 1. Maintain existing interior work above 60 degrees F. a 2. Provide weather protection, waterproofing, and heat and humidity control as necessary to prevent damage to remaining existing work and to new work. 3. Comply with applicable requirements of Massachusetts General Laws regarding weather protection and temporary enclosures. 4 G. Provide temporary enclosures to separate work areas from existing building and from areas occupied by Authority, and to provide weather protection. Maintain a barrier S between units at the end of each workday. H. Discovery of construction, furnishings, and articles with historic or private value shall remain in possession of the Hampshire Council of Governments (the Owner). Si 1. Promptly notify Architect. 2. Protect discovery from damage from weather conditions and construction S operations. 3. Architect will promptly transmit the Owner's decision for disposition of discovery. ] Boston Bay Architects, Inc. 01120-2 ALTERATION PROJECT PROCEDURES ii Y Hampshire Council of Governments a. Hampshire County Courthouse Main Street Entrance Steps&Repairs 4. Store items to be retained by the Owner in safe, dry place on site. Dispose of items which the Owner releases to Contractors disposition. a. PART 2 - PRODUCTS 2.01 SALVAGED MATERIALS FOR REUSE A. Salvage sufficient quantities of cut and remove materials to replace damaged work of existing construction when material is not readily obtainable on current markets. 1. Store salvaged items in dry,secure place on site. 2. Items not required for use in repair of existing work shall remain Authority's property. 3. Do not incorporate salvaged or used materials in new construction without Architect's approval. 2.02 PATCHING, EXTENDING, AND MATCHING as A. Provide same products or types of construction as those in existing structure, as needed to patch, extend, and match existing work. B. Generally, Contract Documents do not define products or standards of workmanship present in existing construction; determine products and workmanship by inspection and testing. Architect will judge workmanship and materials against existing as a sample of comparison. C. Provide products,finishes, and types of construction for patching, extending and matching shall be performed as necessary to make work complete and consistent to identical standards of quality. as PART 3—EXECUTION 3.01 PERFORMANCE a. A. Patching of existing construction to accommodate work of various Sections shah be performed under Sections that specify methods and materials similar to adjacent existing construction, in the following areas: 1. Holes adjacent to penetrations for electrical conduit, plumbing pipes and ductwork where exposed to view, 2. Holes adjacent to penetrations through firewalls for electrical conduit, plumbing and HVAC pipes and ductwork through fire walls as required by code. a. 3. Areas adjacent to installation of new doors and windows and other framed wall and partition penetrations. 4. Removal and patching of damaged material where indicated. Boston Bay Architects, Inc. 01120 -3 ALTERATION PROJECT PROCEDURES Hampshire Council of Governments Hampshire County Courthouse S Main Street Entrance Steps&Repairs B. Patch and extend existing work using skilled workers who are capable of matching existing quality of workmanship. Quality of patched or extended work shall be equal to that specified for new work. ■Y 3.02 ADJUSTMENTS A. Where partitions and/or existing floor materials are removed, patch floors,walls, and Yi ceilings, with finish materials to match existing. 1. Where removal of partitions results in adjacent spaces becoming one, rework floors and ceilings to provide smooth planes without breaks, steps, or bulkheads. Where extreme change of plane of 1 inch or more occurs, request instructions from Architect as to method of making transition. 3.03 DAMAGED SURFACES A. Patch and replace parts of existing finished surface which is found to be damaged, lifted, discolored, or otherwise imperfect, with matching materials. 1. Provide adequate support of substrate before patching finish. S 2. Refinish patched portions of painted and coated surfaces to produce uniform color `? and texture over entire surface. S 3. When existing surface finish cannot be matched, refinish entire surface to nearest >p intersections. 3.04 TRANSITION FROM EXISTING TO NEW WORK WI A. When new work abuts or finishes flush with existing work, make smooth transition. Patched work shall match existing adjacent work in texture and appearance so that patch or transition is not visible from 5 feet away. B. When finished surfaces are cut so that smooth transition with new work is not possible, terminate existing surface in a neat manner along straight line at natural line of division. Provide trim appropriate to finished surface. U END OF SECTION `f S Si• S Boston Bay Architects, Inc. 01120-4 ALTERATION PROJECT PROCEDURES it S Hampshire Council of Governments r Hampshire County Courthouse Main Sheet Entrance Steps&Repairs SECTION 01200 PROJECT MEETINGS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and PART A—Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. is B. Carefully examine ail the Contract Documents for requirements which affect the work of this Section.The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. r 1.02 SUMMARY A. Architect will schedule and administer project meetings throughout the progress of the Work, including but not limited to: 1. Pre-Construction Meeting. 2. Progress Meetings. 3. Coordination Meetings. 4. Special Meetings. B. Architect will: 1. Prepare agenda for meetings. 2, Notify all parties required to attend meetings. 3. Preside at meetings. w 4. Record the minutes including significant proceedings and decisions. 5. Reproduce and distribute copies of minutes to participants at meeting within seven [7]days of each meeting. C. Representatives of Contractor, subcontractors, and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. i` D. The Hampshire Council of Governments(the Owner) mayattend meed p meetingstoascertain that Work is expedited consistent with Contract Documents and construction schedules. r E. Location of meetings shall be at the project site unless otherwise directed by the Architect. r Boston Bay Architects, Inc, 01200 -1 PROJECT MEETINGS r Hampshire Council of Governments .,� Hampshire County Courthouse di Main Street Entrance Steps 8 Repairs iirii 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited ii) to: it iii 1. Section 01300, SUBMITTALS. 2. Section 01700, CONTRACT CLOSEOUT. A 1.04 PRE-CONSTRUCTION MEETING ir A. The Owner will schedule within 10 days after execution of Contract and prior to id commencement of work. rrt B. Location: Unless otherwise directed by the Architect, location for Pre-construction meeting shall be as designated by the Owner. C. Attendance: 1. Owner's Representative, (Contracting Officer). r 2. Owner's Contract Compliance Coordinator ti 3. Owner's Contract Coordinator. a 4. Architect and his/her professional consultants. 5. General Contractor's Representative and Site Superintendent. it 6. Major subcontractors. T Major suppliers. I 8. Others as appropriate. 33 D. Submittals. i 1. Distribution and discussion of Projected Construction Progress Schedule. 1 i 1.05 PRE-INSTALLATION CONFERENCES A. Contractor shall conduct pre-installation conferences at site prior to construction which requires coordination. Subcontractors, installer, manufacturer's representative, and a fabricators of materials or system affected shall be required to attend. Notify Architect and Owner prior to conference date. Eli 1.06 PROGRESS MEETINGS A. Architect shall conduct regularly scheduled progress meetings, at place, dates, and times Y agreed upon at Pre-construction meeting. B. Conduct additional meetings as required by progress of the Work. C. Location of the meetings:As designated by the Architect. . iii D. Attendance: Require and notify the following to attend: 1. General Contractor's Representative and Site Superintendent. i Boston Bay Architects, Inc. 01200-2 PROJECT MEETINGS i i Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs 2. Subcontractors as appropriate to the agenda. 1.07 COORDINATION MEETINGS SE A. Contractor shall conduct Coordination Meetings as necessary to properly coordinate the trades. Require representation of parties involved in coordination or planning of activities involved. r 1.08 SPECIAL MEETINGS A. The Architect may conduct Special Meetings with the Contractor and subcontractors as �. required throughout the course of the Work. Special meeting issues may include, but are not limited to: 1. Safety issues. r 2. Labor issues. 3. Special schedule issues. r PART 2 PRODUCTS r Not Used. PART 3 EXECUTION r Not Used. END OF SECTION r r Boston Bay Architects, Inc. 01200 -3 PROJECT MEETINGS I Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs r SECTION 01300 SUBMITTALS S PART 1 GENERAL s 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and PART A— Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements,apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. r 1.02 SUMMARY A. This Section specifies administrative and procedural requirements for submittals required for performance of Work, including: r 1. Progress schedules, 2. Submittal schedule. 3. Shop drawings. 4. Product data. 5. Samples. 6. Progress reports. 7. Construction photographs. es B. Administrative Submittals: Refer to requirements specified in other Division 1 Specification Sections, and other Contract Documents, for administrative submittals, including: 1. Permits. 2. Applications for payment. 3. Performance bond and payment bond. 4. Insurance certificates. r 5. List of subcontractors. sir C. Related Documents: es Boston Bay Architects, Inc. 01300 - 1 SUBMITTALS Hampshire Council of Governments Hampshire County Courthouse Si Main Street Entrance Steps&Repairs D. Materials: a 1. Whenever a manufacturer's name or style number is used, the intention is not to be restrictive, but is simply an identification of the type and quality of the materials and iIi- services required. In all cases, approval must be obtained in writing from the Owner 4 for final selection of any such materials and services.The Owner's decision shall be final with no appeal therefrom. ii a 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect Work of this Section. Other g. Specification Sections that directly relate to Work of this Section include, but are not limited a to: 1. GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THEiii GENERAL CONDITIONS; Conditions of the Contract. id 2. Section 01010, SUMMARY OF WORK. ii 3. Section 01600, MATERIAL AND EQUIPMENT. Ye, 4. Section 01700, CONTRACT CLOSEOUT; Closeout submittals, including operating and maintenance instructions and instructions of Authority's personnel. iii V 1.04 SUBMITTAL PROCEDURES A. Coordination of Submittals: Coordinate timing of submittals with construction activities. r Transmit submittals well enough in advance of performance of Work to avoid delays. Coordinate submittals of related elements of Work. 1. Architect may reject, or withhold action on submittals requiring coordination with `1 id other submittals until related submittals are received. B. Processing of Submittals:Allow sufficient review time to ensure installation will not be ii delayed because of time required to process submittals. Minimum processing times are as follows: 1. Review by Architect's Office Only: Allow ten business days for review and processing Si 2. Review by Architect and Consultant:Allow ten business days for review and processing of submittals by Architect, and an additional five business days for review by each consultant. ai 3. Reprocessing of Submittals: For submittals not approved initially, allow ten business days for review and reprocessing of submittals by Architect, and an additional five business days for review by each consultant. a 4. No extension of Contract Time will be authorized due to failure to transmit submittals sufficiently in advance of scheduled performance of Work. C. Contractor's Preparation of Submittals: Place permanent label or title block on each r submittal for identification. Indicate Project Name, Architect's Project Number, Specification Section number and title, date of submittal, name and address of Architect, name and Address of Contractor, name and address of subcontractor and/or supplier, name of iii manufacturer, Drawing number and detail reference. D. Contractor's Review and Action Stamp: Provide suitable space on label or title block for Contractor's review and action stamp. Stamp and sign each submittal to show Contractor's review and approval prior to transmittal to Architect. Submittals not signed and stamped by ■ Contractor will be returned without action. Boston Bay Architects, Inc. 01300 - 2 SUBMITTALS I II Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs r E. Architect's Review and Action Stamp: Provide minimum 4 in. x 4 in. space on Zabel or tine block for Architects review and action stamp. Deliver submittals to Architect at address listed on cover of Project Manual. F. Modify and customize submittals as required to show interface with adjacent work and attachment to building. r G. Transmittal of Submittals:Transmit each item with Architect-accepted transmittal form. Identify Project, Contractor, subcontractor, and major supplier; identify pertinent Drawing sheet and detail number, and Specification section number, as appropriate, on transmittal form. ✓ 1. Source: Submittals received from sources other than Contractor will be returned without action. 2, Deviations from Contract Documents: When products, materials, or systems submitted deviate from Contract Documents, record deviations clearly on transmittal form,or separate attached sheet. r H, Comply with progress schedule for submittals related to Work progress. After Architect reviews submittal, revise and resubmit as required, Identify changes made since previous submittal. J. Distribute copies of reviewed submittals to subcontractors and all other concerned persons. Instruct recipients to promptly report inability to comply with provisions. K. In addition,submit within 10 calendar days after approval,four(4)prints thereof to the ✓ Owner. 1.05 PROGRESS SCHEDULE A. Timing:Submit progress schedule within 15 calendar days of Award of Contract for approval of the Hampshire Council of Governments(the Owner)and Architect, r B. Preparation of Progress Schedule: Prepare fully developed, critical path method construction schedule or other schedule acceptable to the Owner and Architect. r C. Format of Listings: Order chronologically by start of each unit of Work. List units of Work by Specification Section title. D. Content of Progress Schedule; Show complete sequence of construction by activity. Show ✓ dates of beginning and completion of each major element of construction. E, Distribution: Print and distribute progress schedule to Architect, Owner, subcontractors, and other parties affected. Post copies in field office, Instruct recipients to report promptly to Contractor in writing, problems apparent from projections shown on schedule, F. Revisions: Update and reissue progress schedule monthly in conjunction with Application for Payment. 1.06 SUBMITTAL SCHEDULE • A. Timing: Prepare and issue complete Submittal Schedule no later than ten working days after the Owner and Architect accept Progress Schedule. B. Preparation: Coordinate Submittal Schedule with Progress Schedule, and Schedule of • Values. Boston Bay Architects, Inc. 01300 - 3 SUBMITTALS - N O Hampshire Council of Governments ill Hampshire County Courthouse Main Street Entrance Steps&Repairs C. Content of Submittal Schedule: Prepare schedule in order by Specification Section. Provide ii the following information for each submittal: 1. Scheduled date of initial submittal. 34 S 2. Specification Section number. 3. Submittal type. all 4. Name of subcontractor or supplier. D. Distribution: Print and distribute Submittal Schedule to the Owner and Architect, subcontractors, and other parties affected. Post copies in field office. IS E. Revisions: Update and reissue Submittal Schedule monthly in conjunction with Application x. for Payment. ai 1.07 SHOP DRAWINGS A. Provide accurately prepared, large scale and detailed shop drawings prepared specifically (A for this Project on reproducible sheets. Show adjacent conditions and related work. Show accurate field dimensions where appropriate. Identify materials and products shown. Note special coordination required. Standard information prepared without specific reference to Project is not considered shop drawings. W B. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates, and similar drawings. C. Show every component of fabricated item, notes regarding manufacturing process, coatings ■ and finishes, identifying numbers conforming to Contract Documents (i.e. stair numbers, door numbers, etc.), dimensions, and appropriate trade names. Show anchorage and fastening details, including type, size and spacing. Show material gage and thickness. 811 Indicate welding details and joint types. D. Shop Drawing Sheet Size: Except for templates, patterns, and other full-size drawings, submit shop drawings on sheets at least 8-1/2 in. x 11 in., but no larger than 36 in.x 48 in. r E. Submittal Quantities: Submit shop drawings in following quantities: 1. Architectural: For shop drawings submitted for Architects review, submit one ■ reproducible(sepia transparency)and six black line prints of each sheet. 2. Consultants: For shop drawings that require Consultant's review, submit one reproducible and seven black line prints of each sheet. +, ii 1.08 PRODUCT DATA ' A. Definition: Product data includes manufacturer's standard published literature, such as ' installation instructions, catalog cuts, color charts, rough-in diagrams, and wiring diagrams. iii When product data must be prepared specifically because standard published data is not suitable for use, submit as shop drawing. B. Preparation: Mark each copy of product data to show applicable choices and options. W Where published product data includes information on several products and choices, mark copies to clearly indicate information applicable to this Project. C. Do not submit product data until compliance with requirements of Contract Documents has i been confirmed. D. Submittal Quantities: Submit product data in following quantities: i 1. Architectural Work: Submit seven copies. Boston Bay Architects, Inc. 01300-4 SUBMITTALS ifII r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs 2. Consultant's Work: Submit seven copies, plus an additional one copy to be retained by Consultant,and an additional one copy to Architect. Forward copy of transmittal to Consultant.Consultant's review and comments will be made on copies returned to Architect, who will forward them to Contractor. a E. Installer Copy: Verify that installer of Work possesses a current copy of Architect-approved product data prior to installation. • 1.09 SAMPLES A, Submit samples identical with materials and products to be installed. Where indicated, prepare samples to match Architect's sarnple. Label sample with description, source, i. manufacturer's name,and catalog number-Submit samples along with certifications that products comply with referenced standards. B. Architect Review: Architect will review samples for confirmation of visual intent, color, pattern, texture, and type. Architect will not test samples for compliance with other specified requirements,which shall remain exclusive responsibility of Contractor. C. Submittal Quantities:When variation in color, pattern, or texture can be expected in finish r work, submit multiple samples(minimum of three)to show approximate limits of variations. Submit samples in following quantities: 1. Initial Selection: For initial selection of color, texture,and pattern, submit one(1)full set of manufacturer's available samples. 2, Verification Samples: Submit two (2)sets of samples selected. D. Distribution: Distribute additional sets of approved samples to subcontractors, suppliers, installers,and others required for proper performance of Work. Indicate distribution on transmittal forms. r 1.10 DAILY PROGRESS REPORTS A. Prepare daily construction Progress Reports. Record following information concerning events on Project site: List of subcontractors at site. 2. General weather conditions. 3, Accidents and unusual events, 4, Meetings and significant decisions. 5, Orders and requests by governing authorities. 6. Change orders received. 7. Equipment or system tests and start-ups. 8. Partial completions and occupancies. +o. 9, Authorized substantial completions. B. Distribution: Distribute copies to Architect weekly. 1.11 CONSTRUCTION PHOTOGRAPHS A, General: Employ competent photographer to take construction record photographs monthly r during course of Work. Boston Bay Architects, Inc. 01300 -5 SUBMITTALS Hampshire Council of Governments milt Hampshire County Courthouse Main Street Entrance Steps&Repairs B. Provide photographs taken monthly, and at completion of major stages of construction, i including: 1. Demolition and roof replacements with related work. a Si 2. Exterior wall work including masonry restoration and cleaning, flashing, sealants and all other work. i 3. Mechanical and electrical equipment installations. I 4. All other work as indicated. ..y C. View and Quantities Required:At each specified time, photograph Project from three kik different views approved by Architect. Provide three prints of each view. D. Negatives: Negatives shall remain property of photographer. Require that photographer -f) maintain negatives for two years from Date of Substantial Completion of Project. it E. Costs of Photography: Pay costs for specified photography and prints. Parties requiring additional photography or prints will pay photographer directly. Furnish additional prints to Authority and Architect at commercial rates applicable at time of purchase. ai F. Prints: Provide 20"X 30" COLOR Prints is quanity sufficient to document existing conditions of stair walls and steps showing printed numbers on each stone of numbeer size recognizable (2")or larger on the actual stone. Provide color prints 2 of each documented s areas. Contyractor to post color photos in site office or trailer. Color photos to have white base. Provide smooth surface, glossy finish. G. Identify each print on back, listing name of Project, orientation of view, date and time of `ki exposure, name and address of photographer, and numbered identification of exposure. H. Techniques: Provide factual presentation, with correct exposure and focus, with high y` resolution and sharpness, maximum depth-of-field, and minimum distortion. ai I. Views Required: Illustrate condition of construction and state of progress.At successive periods of photography, take at least one photograph from same overall view as previously. Consult with Architect at each period of photography for instructions concerning views ill required. J. Delivery of Prints: Deliver prints as soon as processed, one set each to the Owner, Architect, and Project Record File. n r 1.12 ARCHITECT'S ACTION A. General:Architect will review submittals, stamp and indicate action, and return to iii Contractor. Architect will review submittals for conformance with information given and the design concept expressed in the Contract Documents.Architect's review and approval of submittals shall be held to limitations stated in the Conditions of the Contract. In no case shall approval or acceptance by Architect be interpreted as release of Contractor of iii responsibility to fulfill requirements of Contract Documents. No acceptance or approval of submittals, nor any indication or note marked by Architect on submittals, shall constitute authorization for increase in Contract Sum. al B. Action Stamp:Architect will stamp each submittal with an action stamp. Stamp indicate action taken as follows: 1. "APPROVED": No corrections, no marks: Resubmission not required. Y 2. "APPROVED AS NOTED": Minor amount of corrections; all items can be fabricated without further corrections to original submittal; checking is complete and all corrections are deemed obvious without ambiguity. Resubmission not required. ki 3. "APPROVED EXCEPT AS NOTED": Minor corrections required; items noted shall Boston Bay Architects, Inc. 01300 -6 SUBMITTALS a r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs not be fabricated until further corrections of original submittal is completed and Architect-approval is obtained; checking is complete; clarify details of items noted by checker for approval; items without marks may be fabricated without further submittal. Resubmission required. 4. "DISAPPROVED": Submittal does not conform to Contract Documents, and requires too many corrections, or is rejected for other justifiable reasons. Architect will state reasons for rejection. Correct and resubmit. Do not fabricate. C. Other Action: Submittal for information or record purposes will be returned with no action marked. • D. Required Re-submittals: Make corrections or changes to submittals required by Architect and resubmit until approved. Revise initial shop drawings or product data, and resubmit as specified for initial submittal. Indicate changes made other than those requested by Architect. Submit new samples as required for initial submittal. 1.13 DISTRIBUTION BY CONTRACTOR so A. Distribution: When submittal is marked "APPROVED", or"APPROVED AS NOTED", make prints and copies and distribute to subcontractors, suppliers, fabricators, and other parties requiring information from submittal for proper coordination and performance of Work. Print copies of shop drawings from approved reproducible only. PART 2 PRODUCTS (Not Used.) r PART 3 EXECUTION (Not Used.) r END OF SECTION r Boston Bay Architects, Inc. 01300 -7 SUBMITTALS v ..� aFP morel ;:fl arn,.y ,1 w"i evai r,,_1 I ari - 7 f fe4 7 m'°"11 ''tall Hampshire Council of Governments sit Hampshire County Courthouse Main Street Entrance Steps&Repairs r SECTION 01400 QUALITY CONTROL PART 1 GENERAL r 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and Division 0—Bidding Documents, Contract Forms, and Conditions of the Contract and r Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of r all specification sections and other Contract Documents. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements for quality control including independent testing laboratory services required for the Project. 1.03 REQUIREMENTS A. The Authority reserves the right, at his sole discretion, to engage an Independent Testing e. Laboratory to perform specified services and testing as may be in the Authority's best interest. Costs for such services shall be paid for by the Contractor, unless specifically otherwise indicated. s 1. Contractor shall cooperate with the laboratory to facilitate the execution of its services. 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. 1.04 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: - 1. CONTRACT FORM, GENERAL CONDITIONS, and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS; Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public r authorities. 2. Respective sections of specifications: Certification of products. r 1.05 REFERENCES A. Comply with applicable requirements of the following standards. Where these standards - conflict with other specified requirements, the most restrictive requirements shall govern. 1. American Council of Independent Laboratories (ACIL): Ref. 1 Recommended Requirements for Independent Laboratory Qualification 2. American Society for Testing and Materials (ASTM): r Boston Bay Architects, Inc. 01400 - 1 QUALITY CONTROL r Hampshire Council of Governments Hampshire County Courthouseill Main Street Entrance Steps R. Repairs 'q C 1077 Laboratories Testing Concrete and Concrete Aggregates for Use in i Construction and Criteria for Laboratory Evaluation C 1093 The Accreditation of Testing Agencies for Unit Masonry D 3740 Evaluation of Agencies Engaged in the Testing and/or Inspection of Soil rri and Rock as Used in Engineering Design and Construction 1 E 329 Use in the Evaluation of Testing and Inspection Agencies as Used in S Construction E 543 Determining the Qualification of Nondestructive Testing AgenciesAl 1.06 QUALITY ASSURANCE .. A. Laboratory shall be pre-qualified complying with applicable provisions of ACIL Ref. 1, ASTM 1 references above and requirements of local, state, and federal authorities having jurisdiction. Qualifications of laboratories shall be based on industry standards established for the particular work and materials requiring testing or inspection, including but not limited to the following: a 1.07 LABORATORY DUTIES j ii A. Cooperate with Contractor; provide qualified personnel promptly on notice. B. Acquaint Architect and Contractor's superintendent with testing procedures and with all special conditions encountered at the site. C. Inspections, sampling, and testing of materials and construction methods shall be as specified in individual technical specification sections. 1. Comply with specified standards, ASTM,ANSI, AWI, and other recognized authorities. 2. Conduct and interpret the tests and state in each report whether the test specimens di comply with the requirements, and specifically state any deviations therefrom. 3. Obtain Contractor's written acknowledgment of each inspection, sampling, and test made. ii D. Promptly notify the Authority, Architect, and Contractor of irregularities or deficiencies of Work or Products which are observed during performance of services. E. Promptly submit written report of each test and inspection; one copy each to Architect, the Authority, Contractor, and one copy to Project Record Documents File. Each report shall include: 1 t 1. Date issued. a 2. Project title and number. , 3. Testing laboratory name, address, and telephone number. ill 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. r 6. Record of temperature and weather conditions. s 4 7. Date of test. SI 8. Identification of Product and Specification section. I Boston Bay Architects, Inc. 01400-2 QUALITY CONTROL I iiiii Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs ✓ 9. Location of sample or test in the Project. 10. Type of inspection or test. 11. Results of tests and compliance with Contract Documents. 12. Interpretation of test results, when requested by Architect. r 13. Observations regarding compliance with Contract Documents. F. Perform properly authorized additional services as required by and paid for by the Authority. 1.08 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: SO I. Release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of the Work, except as specifically authorized by the r Specifications. 3. Perform any duties of the Contractor. 1.09 CONTRACTORS RESPONSIBILITIES A. Cooperate with laboratory personnel, provide access to Work, and to Manufacturer's operations. 1. Monitor each inspection, sampling, and test. ti 2. Provide Laboratory or Agency with written acknowledgment of each inspection, sampling, and test. 3. Within 24 hours notify Architect and the Authority in writing of reasons for not ✓ acknowledging Laboratory results. B. Secure and deliver to the Laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. C. Provide to the Laboratory the preliminary design mix proposed to be used for concrete, and other materials mixes which require control by the testing laboratory. D. Furnish copies of Product test reports as required. r E. Furnish incidental labor and facilities: 1. To provide access to Work to be tested. 2. To obtain and handle samples at the Project site or at the source of the Product to be tested. ✓ 3. To facilitate inspections and tests. 4. For storage and curing of test samples. ✓ F. Furnish verification of materials and equipment compliance with Contract Documents. G. Identify materials to be tested or inspected by Testing Laboratory or Agency. ✓ H. After determination of need for testing or inspecting by the Authority, notify Laboratory sufficiently in advance, minimum five days, of operations to allow for its assignment of personnel and scheduling of tests. Boston Bay Architects, Inc. 01400 -3 QUALITY CONTROL r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs s 1 When tests or inspections cannot be performed after such notice, reimburse the W Authority for laboratory personnel and travel expenses incurred due to Contractor's negligence. Make arrangements with laboratory and pay for additional samples and tests required: 1. For the Contractor's convenience; or 4 2. When initial tests indicate Work does not comply with Contract Documents. l➢ rt 1.10 CONDUCT OF INSPECTIONS AND TESTS i A. The Contractor shall notify the Authority, Architect, and Testing Laboratory in sufficient time .fit before the performance of work to permit the proper conduct of Authority-authorized --y inspections and tests. I B. Representatives of Testing Laboratory shall inspect the manufacture, assembly, and placement of materials as required and as authorized by the Authority, and shall report their findings to the Architect, Owner, and Contractor. sal C. Work shall be checked as it progresses, but failure to detect any defective work or materials shall in no way prevent later rejection when such defect is discovered nor shall it obligate the Authority to accept such work. PART 2 PRODUCTS Not Used. s PART 3 EXECUTION Not Used. yy END OF SECTION 2 Y r a r W' Boston Bay Architects, Inc. 01400-4 QUALITY CONTROL ai Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS an PART 1 GENERAL 1.01 RELATED DOCUMENTS r A. All of the Contract Documents, including the General and Supplementary Conditions and PART A— Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. r B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. _ 1.02 SUMMARY r A. This Section specifies construction facilities and temporary controls, including, but not limited to: 1. Temporary construction and support facilities. 2. Security and protection of temporary facilities, equipment and materials. 3. Traffic Regulations. B. Comply with the instructions of the Owner. 4Y 1.03 RELATED REQUIREMENTS r A. Examine Contract Documents for requirements that affect the Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. CONTRACT FORM, GENERAL CONDITIONS, and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS; Conditions of the Contract. 2. Section 01010, SUMMARY OF WORK. r 1.04 REFERENCES A. Comply with applicable requirements of the following standards. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. American National Standards Institute(ANSI): r Al 0 Safety Requirements for Construction and Demolition 1. National Electrical Contractors Association (NECA): NJG-6 Temporary Job Utilities and Services 2. National Fire Protection Association (NFPA): 70 National Electrical Code 241 Building Construction and Demolition Operations Boston Bay Architects, Inc. 01500- 1 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 3. U.S. Department of Commerce (USDC): ille PS 1 Plywood PS 20 American Softwood Lumber Standard 4. Commonwealth of Massachusetts Manual on Uniform Traffic Control Devices. 1.05 SUBMITTALS Yy1Y A. Schedule: Submit a schedule indicating implementation and termination of each temporary 11' utility within fifteen days of date established for Commencement of the Work. i 1.06 QUALITY ASSURANCE ,p A. Comply with requirements of authorities having jurisdiction, codes, utility companies, OSHA, Y& and industry standards including, but not limiting to those listed above under Par. References. B. Electric Service: Comply with NEMA, NECA, and UL standards and regulations for 3 temporary electric service. Install service in compliance with NFPA 70. r C. Inspections: Arrange for authorities having jurisdiction to inspect and test temporary utilities prior to use. Obtain required certifications and permits. 1.07 PROJECT CONDITIONS A A. Conditions of Use: Maintain temporary services and facilities clean and neat in appearance. 1 Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not iii allow hazardous, dangerous, or unsanitary conditions to develop on site. B. Protection of Property in the Building: The Contractor shall be responsible for the providing '3 proper protection against damage, loss, or theft, any personal property or belongings in Si occupied buildings and individual classrooms during construction under the work of this Contract. The Contractor may relocate furnishings on a daily basis with the prior approval of the occupants affected, and the building management. The Contractor shall pay all costs of moving furniture (including providing all protective coverings), and all costs for safeguarding 0 existing units and property of the unit's occupants. C. The Contractor shall be aware that special consideration must be made to the fact that they .# are working in a public School.Tools, construction equipment, and construction materials ma are not to be left unattended at any time. Open areas left during the course of construction must be covered or otherwise made safe. Any considerations made for the safety of the residents and their families shall made to the Owner's approval. Nei D. The Contractor shall, at all times, leave an unobstructed way along corridors, roadways and walks. The Contractor shall maintain barriers and lights for protection of all persons and property in all locations where he/she has material stored or work going on and during the `z entire time such work is going on or material is stored. Iiiii E. Comply with the requirements of the Owner. 1 ail PART 2 PRODUCTS 2.01 MATERIALS, GENERAL A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions,and must not violate requirements of applicable codes and standards. ': B. Lumber and Plywood: Provide materials that conform to requirements of Section 06100, i ROUGH CARPENTRY, and as follows: Boston Bay Architects, Inc. 01500- 2 CONSTRUCTION FACILITIES AND .0 TEMPORARY CONTROLS S1 f a Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs "ai 1. Fences, Vision Barriers, and Safety Barriers: Provide exterior grade, C-D veneered plywood. 2.02 TEMPORARY UTILITIES A. Scope: Temporary utility work includes, but is not limited to: 1. Water service and distribution. 2. Electric power and light. • 3. Telephone service. B. Temporary Water Service and Distribution: Water is available in limited quantities at the Project Site. Make arrangements with The Owner and building manager for hookup locations. Provide piping and hoses for construction purposes, including water for drinking and fire protection. Install branch piping with taps located so water is available through hoses throughout construction. Owner will pay for water used for construction purposes. ✓ Temporary Electric Power and Light: Electric service is not available at Project site. Arrange with the local power company for temporary electrical power. General Contractor to provide and pay for electrical power usage, separate electrical meter and pole installation and in providing electrical power to the project until completion. ✓ 1. Provide circuit and branch wiring, with area distribution boxes located so power and lighting is available throughout construction by use of construction-type power cords. 2. Provide adequate artificial lighting where natural light is not adequate for work, and for areas accessible to public. Y 3. Work shall meet applicable requirements of Massachusetts Electrical Code, NFPA 70, and Division 16- ELECTRICAL. r C. General Contractor to provide site office for Project Manager and Superintendent. Provide telephone, fax, e- mail, table, chairs, file cabinets, lighting, miscellaneous equipment for daily project work and weekly meetings with Owner and Architect. �. D. Temporary Telephone Service: Arrange with Owner and building management to provide direct line telephone service at construction site for personnel and employees. Pay costs for installation, maintenance, and removal, and pay service charges for local calls- Toll charges shall be paid by party who places call. Service required shall include: r 1. One direct line instrument in each of the Contractor's Field Office and in the Project Representative's Office. ,•• 2. One direct line for facsimile(fax) machine in each of the Contractor's Field Office and in the Project Representative's Office. 3. Other instruments at the option of the Contractor, or as required by regulations. i 2.03 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES A. Scope: Temporary construction and support facilities include, without limitation: 1. Temporary heat(if required). 2. Field offices and storage areas. 3. Waste disposal services. Boston Bay Architects, Inc. 01500 -3 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS S III Hampshire Council of Governments Hampshire County Courthouse S Main Street Entrance Steps&Repairs 8 a 4. Water control. W 5. Rodent and pest control. 6. Pollution and dust control. di 7. Snow removal and de-icing. B. Not Used C. Temporary Enclosures: Provide temporary weather tight enclosures of exterior walls as 1. Work progresses. Design and construct temporary enclosures to provide acceptable working conditions, to provide weather protection for materials, to allow effective temporary ,z. heating, and to prevent entry of unauthorized persons. 1. Provide temporary exterior doors with self-closing hardware and padlocks. 2. Design enclosures to be removable to allow handling of materials. 3. Do not leave temporary closed in place for longer than one week at a time. This is in consideration of residents who may become claustrophobic or otherwise affected due to a lack of natural sunlight. W D. Construction Aids: Provide construction aids and equipment required by personnel to facilitate execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, and other such facilities and equipment. Refer to ' respective sections for particular requirements for each trade. it Sanitary Facilities: 1. The Contractor shall provide portable sanitary facilities for the use of their El personnel. 2. Maintain washroom in clean and sanitary condition and supply exhaustible ' materials such as water, soap, hand towels, and toilet tissue on daily basis. ij E. Staging: The Contractor shall supply all staging including swing staging, boom staging, pipe ..a staging, or other staging with prior approval by the Architect and The Owner, required for this work.Staging shall be well ventilated and dust tight for work, particularly while ii performing demolition work. 1. Remove access to staging overnight. IS 2. Install orangeplastic safetyfence at staging 9 9' 9 perimeter up to the first platform (8'-0" minimum above grade). 5 3. Install "Keep Off"sign around staging.A minimum of four signs per each staged ii area, one for each exposed side of staging. Signs on continuous sections of staging shall be spaced at a minimum of four feet on center. y 4. Install orange plastic safety fence and "Keep Off' signs around staged area y regardless of the type of staging used. F. Waste Disposal: Maintain all areas under Contractor's control free of extraneous debris. Initiate and maintain a specific program to prevent accumulation of debris at construction ii site, storage and parking areas, or along access roads and haul routes. 4 1. Provide containers for deposit of debris. i 2. Prohibit overloading of trucks to prevent spillage on access and haul routes. Boston Bay Architects, Inc. 01500 -4 CONSTRUCTION FACILITIES AND A TEMPORARY CONTROLS ill -4 a Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 3. Provide periodic inspection of traffic areas to enforce requirements. 4. Schedule periodic collection and disposal of debris. 5. Provide additional collections and disposals of debris whenever the periodic schedule is inadequate to prevent accumulation. G. Contractor shall be responsible not to disturb, and/or damage all existing site utilities below and above ground. No heavy equipment will be allowed over walkways, and or landscaped areas without approval from Owner. r H. Water Control: Provide methods to control surface water to prevent damage to Project, site, and adjoining properties. Control fill, grading, and ditching to direct surface drainage away from excavations, pits, tunnels, and other construction areas; and to direct drainage to proper runoff. r 1. Provide, operate, and maintain hydraulic equipment of adequate capacity to control surface and ground water. 2. Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of the site or to adjoining areas and properties K. Pollution Control: Provide methods, means, and facilities required to prevent contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide equipment and personnel, perform emergency measures required to contain any spillage and to remove contaminated soils or liquids. +r L. Dust Control:The Contractor shall supply and maintain a dust-proof site during the course of the work.This shall be accomplished through the use dust tight, ventilated staging or other method approved by The Owner and the Architect. Apply dust control materials to minimize raising dust from construction operations. Provide positive means to prevent air- borne dust from dispersing into the building mechanical system and adjacent occupied areas of the building. .r 1. The Contractor shall also notify the Town staff when window replacement will start and upon completion of the work that they may once again open their windows without the possibility of dust(or other debris) resulting from the work entering their offices. r 2. All air conditioners (if any)shall be removed and stored in the same room protected from dust and debris resulting from the work. r, M. Snow Removal and De-Icing: Provide snow removal and de-icing from construction areas, access roads, and construction parking areas. 1. Snow Removal: Remove snow, transport off-site and legally dispose of off of property. 2. De-Icing: Spread sand on icy roads and parking areas.The use of salts or other de- icing chemicals is strictly prohibited. 11. 2.05 SECURITY AND PROTECTION FACILITIES A. Scope: Security and protection facilities includes, but is not limited to: r 1. Temporary fire protection. 2. Barricades, warning signs, lights. 3. Temporary flagmen and traffic control. Boston Bay Architects, Inc. 01500- 5 CONSTRUCTION FACILITIES AND is. TEMPORARY CONTROLS Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 4. Temporary separation of access routes. 4 sil 5. Temporary site control (construction)fence. 6. Security procedures. 7. Protection of property and furnishings in occupied units. B. Temporary Fire Protection: Provide and maintain suitable fire protection equipment and services. Establish procedures for fire protection for welding and other potentially hazardous construction operations. Ascertain and comply with requirements of Project Insurance carrier, the City of Northampton's Fire Department and the Commonwealth of Massachusetts State Fire Marshal. Permanent fire protection system may be activated to meet these requirements. Replace fusible link heads and other expended or discharged components at time of Substantial Completion. Store combustible materials in containers in fire-safe locations that meet the approval of The Owner. .41 C. 1. Provide one type ABC dry chemical type portable fire extinguisher per 6,000 sq.ft. throughout the premises, in convenient locations if work is conducted in the interior. 2. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes. r 3. Provide minimum 48-hour notice to the Owner prior to the temporary shut-down of fire and other alarm systems. In the event that the work unintentionally alerts the •- 4. City of Northampton's Fire Department through an alarm signal, will respond to iiii the site. The Contractor shall be liable for any fees or charges levied by the Fire Department in connection with such false alarm. ,- D. Barricades, Warning Signs, and Lights: Provide and maintain barricades, warning signs, r warning lights, railings, walkways, and the like. Paint signs and barricades with appropriate colors, graphics, and warnings to inform public and job-site personnel of hazards. d E. Flagmen and Traffic Control: Provide temporary flagmen and traffic control as required; is Refer to Specifications Section 01570, TRAFFIC REGULATION. F. Temporary Site Control Fence: Prior to start of work at the Project site, install chain-link control fence with suitably locked entrance gates. Locate fence to enclose substantially entire Project site, or that portion the Contractor establishes as required to encompass entire Project construction operation. Locate vehicular entrance gates in suitable relation to construction facilities; and to avoid interference with traffic on public thoroughfares. a. 1. Construct chain link fence in accordance with industry standards, and as shown on Drawings. Unless otherwise indicated,fence height shall be 6 ft. minimum. G. Security Procedures:Contractor or sub-contractor personnel must sign-in at the beginning Y and end of each work day. The"Sign-In" sheets shall be maintained in a central location check in with building security staff each time they enter the building. Contractors employees and agents shall receive identification name tag each day after signing in and tag to be displayed each day. Secure project against unauthorized entry at all times. Si Provide secure, locked, temporary entrances to prevent vandalism, theft, and similar violations of security after each work day. s H. Storage: Provide secure, locked facilities for areas where materials and equipment are ta stored. 1. In the event that special security arrangements have to be made,for example, in ilconnection with protection of recently paved concrete or work outside normal building hours, the costs of such security must be paid by the Contractor. Coordinate with The Owner and building management. 1 I. Responsibility for Vandalism: Contractor is responsible for costs related to repair vandalized yY work. Boston Bay Architects, Inc. 01500 -6 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS , J Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs PART 3 EXECUTION 3.01 MAINTENANCE, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. Limit waste and abuse. B. Maintenance: Maintain temporary facilities in operating condition; repair damages immediately upon discovery. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour per day basis. Comply with requirements of Owner. 1. Termination and Removal: Unless otherwise requested by Owner, remove each temporary facility when no longer useful, or when replaced by permanent facility. END OF SECTION r es r r r w it es Boston Bay Architects, Inc. 01500-7 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS r i"mis tnii *in s. ""wii 'Dsi7- 31csi ."711 ri?‘ Ter-1 "c4>V "11 rw'm " Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs SECTION 01510 PROTECTION r 1. PROTECTION OF PERSONS & PROPERTIES A. Building will be occupied during construction. The Contractor shall take all necessary r precautions to ensure the public safety and convenience of the occupants during construction. B. Any damage to buildings, roads, (public and private), bituminous concrete areas,fences, lawn areas, trees, shrubbery, poles, underground utilities, etc. shall be made good by and at the r Contractor's own expense, all to the satisfaction of the Owner. C. The Contractor shall patch, repair and/or replace all adjacent materials and surfaces damaged after the installation of new work at no expense to the Owner. All repair and replacement work r shall match the existing in kind and appearance. 2. TEMPORARY PROTECTION A. The Contractor shall: 1. Protect excavations, trenches, buildings, and materials at all times from rain water, ground water, backing-up, or leakage of sewers, drains, or other piping, or from water damage of any origin. Provide all pumps, piping, coverings, and other materials and equipment as required by job conditions to accomplish this requirement. 2. In addition to the weather protection during the months of November to March specified elsewhere, provide temporary watertight enclosures for openings in exterior walls and in roof decks when and as required to protect the Work from damage by inclement weather. Temporary enclosures shall be provided with adequate means of ventilation to prevent accumulation of moisture in the buildings. ✓ 3. Provide temporary wood doors for exterior entrances and elsewhere as required. Permanent door enclosures shall not be used as temporary enclosures. 4. Protect sills,jambs, and heads of openings through which materials are handled. +a 5. Protect decks and slabs to receive work by other trades from any soiling which will prevent proper adhesion of subsequent Work. Decks and slabs shall be left clean and free of ✓ blemishes at the time other trades begin the application of their work. 6. Protect concrete slabs to remain exposed and finished floors against mechanical damage, plaster droppings, oil, grease, paint, or other material which will stain the floor finish. Install and maintain adequate strips of building paper or other protection on finished floors in rooms where future Work will be done by other trades. ✓ 7. Protect all surfaces to receive work by other trades from any soiling which will prevent proper execution of subsequent work 8. Protect other areas,furniture, and private property of the resident and the Owner. Any areas ✓ damaged by the Contractor shall be restored to the original condition or compensated at the Contractor's expense. Boston Bay Architects, Inc. 01510-1 PROTECTION Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs ill B. Roof surfaces and waterproofed surfaces shall not be subjected to traffic nor shall they be used for storage of materials. Where some activity must take place in order to carry out the Work, adequate protection must be provided. C. After the installation of the Work by any Subcontractor is completed, the Contractor shall be responsible for its protection and for repairing, replacing, or cleaning any such Work which has been damaged by other trades or by any other cause, so that all Work is in first class condition at the time of Substantial Completion. -v$ i 3. ACCESS A. The Contractor shall, at all times, leave an unobstructed way along walks and roadways, and shall maintain barriers and lights for the protection of all persons and property in all locations where materials are stored or work is in progress. 4. SECURITY A. The Contractor shall be responsible for providing all security precautions necessary to protect the Contractor's and Owner's interests. B. Where excavation is involved, the Contractor shall be responsible for providing continuous4 watchmen service as necessary, to insure adequate protection of the general public. 5. NOISE AND DUST CONTROL A. The Contractor shall take special measures to protect the residents, neighbors, and general public from noise, dust, and other disturbances by: I. Keeping common pedestrian and vehicular circulation areas clean and unobstructed; 2. Insulating work area from occupied portions as far as possible; and 3. Sealing dust and fumes from contaminating occupied spaces. 6. FIRE PROTECTION A. The Contractor shall take necessary precautions to insure against fire during construction, The Contractor shall be responsible to insure that the area within contract limits is kept orderly and clean and that combustible rubbish and construction debris is promptly removed from the site. B. Installation of equipment suitable for fire protection shall be done as soon as possible after nl commencement of the Work. The Contractor's attention is directed to the requirements of the Commonwealth of Massachusetts, Department of Labor and Workforce Development Regulation 1 454 CMR. W 4 Boston Bay Architects, Inc. 01510-2 PROTECTION '4 i Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps&Repairs 7. WIND PROTECTION A. Should high wind warnings be issued by the U.S.Weather Bureau, the Contractor shall take every precaution to minimize danger to persons, to the Work, and to the adjacent property. 8. WEATHER PROTECTION r A. The Contractor shall provide Weather Protection as required by Specification Section 01500 Temporary Facilities and any other specific requirements of the Contract Documents. END OF SECTION r r i r Y r W Boston Bay Architects, Inc. 01510-3 PROTECTION r - • rri ^-1 P.) .n1s1 '1"1 "t P'" ?`•:.1 "rill !! . 1 n”-11 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs SECTION 01520 CLEANING UP 1. RELATED DOCUMENTS A. This section supplements Article 4.17 of the General Conditions. s B. Consult the individual sections of the specifications for cleaning of Work installed under those sections. S 2. CLEANING DURING CONSTRUCTION �. A. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on the site. r 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. i 3. Do not dispose of wastes into streams or waterways, B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Do not allow materials and rubbish to drop free or be thrown from upper floors, but remove by use of a material hoist or rubbish chutes. D. Maintain the Site free from accumulations of waste, debris, and rubbish. E. Provide on-site containers for collection of waste materials and rubbish. F. At the end of each day, remove and legally dispose waste materials and rubbish from site. G. Vacuum clean interior building areas when ready to receive finish painting, and continue vacuum r cleaning on an as-needed basis until Substantial Completion. H. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. i I. Disposal of materials shall be in compliance with all applicable laws,ordinances, codes, and by- laws. 3. FINAL CLEANING A. Prior to submitting a request to the Architect to certify Substantial Completion of the Work, the Contractor shall inspect all interior and exterior spaces and verify that all waste materials, rubbish, tools, equipment, machinery, and surplus materials have been removed, and that all sight-exposed oit surfaces are clean. Leave the Project clean and ready for occupancy. r Boston Bay Architects, Inc. 01520-1 CLEANING UP r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs is B. Unless otherwise specified under other sections of the Specifications,the Contractor shall perform final cleaning operations as herein specified prior to final inspection. ., C. Cleaning shall include all surfaces, interior and exterior, which the Contractor has had access to, whether new or existing. D. Employ experienced workmen or professional cleaners for final cleaning. E. Use only cleaning materials recommended by the manufacturer of the surface to be cleaned. F. Use cleaning materials which will not create a hazard to health or property and which will nottie damage surfaces. G. All broken or defective glass caused by the Contractor's Work shall be replaced at the expense of the Contractor. H. Remove grease, mastic, adhesive, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed interior and exterior surfaces. This includes cleaning of the Work of all finishing Si trades where needed, whether or not cleaning by such trades is included in their respective specifications. yi I. Clean and polish all new and existing glass and plastic glazing(if any)throughout the building(s), on both sides. Clean plastic glazing in accordance with the manufacturer's directions. This cleaning shall be completed by qualified window cleaners at the expense of the Contractor just prior to acceptance of the Work. W J. Repair, patch, and touch up marred surfaces to the specified finish, to match adjacent surfaces. K. Leave all architectural metals, hardware,and fixtures in undamaged, polished conditions, L. Leave pipe and duct spaces, plenums,furred spaces and the like clean of debris and decayable materials. S M. In cleaning items with manufacturers finish or items previously finished by a Subcontractor,care shall be taken not to damage such manufacturer's or Subcontractor's finish. In cleaning glass and finish surfaces, care shall be taken not to use detergents or other cleaning agents,which may stain adjoining,finish surfaces. Any damage to finishes caused by cleaning operations shall be repaired at the Contractor's expense. N. Broom clean exposed concrete surfaces and paved surfaces. Rake clean other surfaces of grounds. zx O. Ventilating systems-Replace filters and clean ducts, blowers,and coils if units were operated i during construction. P. Owner's responsibility for cleaning commences at Completion of Project. I END OF SECTION °z Boston Bay Architects, Inc. 01520-2 CLEANING UP q S Hampshire Council of Governments . Hampshire County Courthouse Main Street Entrance Steps&Repairs r SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and Division 0 — Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. 1.02 SUMMARY r A. This Section specifies administrative and procedural requirements for materials arid equipment used for the Project. r 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. CONTRACT FORM, GENERAL CONDITIONS, and SUPPLEMENTS AND r AMEND-MENTS TO THE GENERAL CONDITIONS; Conditions of the Contract. 2. Section 01010, SUMMARY OF WORK. r 3. Section 01300, SUBMITTALS. 4. Section 01700,CONTRACT CLOSEOUT. r 1.04 MATERIAL AND EQUIPMENT INCORPORATED INTO THE WORK A. Conform to applicable specifications and standards, B. Comply with size, make, type and quality specified, or as specifically approved in writing by the Architect, .. C. Manufactured and Fabricated Products: 1. Design, fabricate and assemble in accord with the best engineering and shop practices. 2. Manufacture like parts of duplicate units to standard size and gages, to be interchangeable. ,y 3, Two or more items of the same kind shall be identical, by the same manufacturer, 4, Products shall be suitable for service conditions. 5. Equipment capacities, sizes, and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing. Boston Bay Architects, Inc. 01600 - 1 MATERIAL AND EQUIPMENT Hampshire Council of Governments ;'O Hampshire County Courthouse +i Main Street Entrance Steps&Repairs D. Do not use material or equipment for any purpose other than that for which it is designed or is specified. 'it 1.05 WORKMANSHIP ia di A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure Products in place with positive anchorage devices designed and sized to withstand IA stresses, vibration, and racking. 1.06 MANUFACTURERS' INSTRUCTIONS A. When work is specified to comply with manufacturers' instructions, submit copies of said is instructions, as specified in Section 01300, SUBMITTALS, distribute copies to persons involved, and maintain one set in field office. 1. B. Perform work in accordance with details of instructions and specified requirements. Should Ok a conflict exist between Specifications and manufacturer's instructions, consult with Architect. a 1.07 TRANSPORTATION AND HANDLING iii A. Arrange deliveries of products in accord with construction schedules, coordinate to avoid ;r3 conflict with work and conditions at the site. 41 B. Transport Products by methods to avoid Product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. C. Provide equipment and personnel to handle Products by methods to prevent soiling or J damage. D. Promptly inspect shipments to assure that Products comply with requirements, quantities ` are correct, and products are undamaged. W 1.08 STORAGE AND PROTECTION r A. Store Products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive Products in weather tight enclosures; maintain within ,h temperature and humidity ranges required by manufacturer's instructions. r1 til B. For exterior storage of fabricated Products, place on sloped supports above ground. Cover Products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. ■ C. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter. i D. Arrange storage to provide access for inspection. Periodically inspect to assure Products are undamaged and are maintained under required conditions. E. After installation, provide coverings to protect Products from damage from traffic and • construction operations, remove when no longer needed. 1.09 PRODUCT OPTIONS r A. Within 30 days after date of Contract, submit complete list of major Products proposed, with Boston Bay Architects, Inc. 01600-2 MATERIAL AND EQUIPMENT 4 Hampshire Council of Governments 'o. Hampshire County Courthouse Main Street Entrance Steps&Repairs name of manufacturer, trade name, and model S B. Options: 1. Products specified only by reference standard: Any Product meeting that standard, r 2. Products specified by naming several manufacturers: Products of any named manufacturer meeting Specifications. 3. Products specified by naming one or more manufacturers and "or equal": Submit a request for substitution for any manufacturer not specifically named. 4. Products specified by naming only one manufacturer: No option. 1.10 MATERIAL SUBSTITUTIONS i. A. Where products or materials are specified by a single manufacturer's name, trade name, or catalog reference, no substitution will be allowed. Proprietary items will have Authority's prior approval. B. When the words "or approved equal" is used, an item shall be considered equal to the item so named or described if in the opinion of the Architect: 1. It is at least equal in quality, durability, appearance, strength and design; including compliance with applicable specifications and compatibility with physical space allocations provided for the item; 2. It performs at least equally the function imposed by the general design for the work. Where more than one product or material is specified, the choice of these shall be optional with the Contractor. D. Should the Contractor, after the award of the Contract, wish to use any products or '� materials other than those specified, he shall request written permission of the Architect. His request shall name and adequately describe (including shop drawings) the proposed substitutions, furnish any information requested by the Architect, and state what difference, if any, will be made in the Contract price, including the cost of changes in the Work, for such substitutions should they be accepted. Upon receipt of complete information from the Contractor, the Architect will consider all aspects of the proposed substitution and advise the Contractor in writing approving or disapproving the substitution. The principal reasons for approval or disapproval of the substitution will be enumerated by the Architect. Disapproval of the substitution shall not be cause for an increase in Contract price or a delay in schedule. E. Request constitutes a representation that Contractor: 1. Has investigated proposed Product and determined that it meets or exceeds, in all respects, specified Product. tie 2. Will provide the same warranty for substitution as for specified Product. 3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. 4, Waives claims for additional costs which may subsequently become apparent. F. Substitutions will not be considered when they are indicated or implied on Shop Drawing or w Product Data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents. G. Architect will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. Boston Bay Architects, Inc. 01600 -3 MATERIAL AND EQUIPMENT r imp Hampshire Council of Governments Hampshire County Courthouse y` Main Street Entrance Steps& Repairs PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. IIS END OF SECTION S A • I S a ■ a M I Boston Bay Architects, Inc. 01600-4 MATERIAL AND EQUIPMENT ii f Hampshire Council of Governments a. Hampshire County Courthouse Main Street Entrance Steps&Repairs ` SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions and PART A—Bidding Documents, Contract Forms, and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections arid other Contract Documents. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements during contract closeout. + including, but not limited to: 1, Substantial Completion. + 2. Final Acceptance. 3. Record document submittal. +. 4. Operating and maintenance data. 5. Warranties and bonds. ,. 6, Final cleaning. B. Comply with specific requirements contained in the GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS. C. Provide all affidavits, certifications, and other requirements of local authorities having jurisdiction including the Hampshire Council of Governments. D. 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section, Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS; Fiscal provisions, legal submittals, and additional + administrative requirements. 2. Section 01010, SUMMARY OF WORK; + 1.04 SUBSTANTIAL COMPLETION A. Prior to requesting inspection for approval of Substantial Completion, complete the following: 1. On the Application for Payment, show 100%completion for portions of work claimed as substantially complete. Submit punch list of incomplete items,value of Boston Bay Architects, Inc, 01700- 1 CONTRACT CLOSEOUT Hampshire Council of Governments41 Hampshire County Courthouse Main Street Entrance Steps&Repairs incomplete work, and reasons work is not complete. W 2. Submission of occupancy permits and all other permits and certifications required by the Hampshire Council of Governments. at 3. Submission of warranties and bonds. r 4. Submission of maintenance instructions. '? 5. Final cleaning. W 6. Application for reduction of retainage. ! 7. Consent of surety. it 8. Notification of shifting insurance coverages. «o B. Within twenty-one calendar days time, Architect will inspect to determine status of il completion. *�s C. Should Architect determine Work is not substantially complete, he will promptly notify `s* Contractor in writing, giving reasons therefore. a D. Contractor shall remedy deficiencies, and send a second written notice of Substantial Completion.Architect will re-inspect the Work. E. When Architect determines Work is Substantially Complete, he will prepare a Certificate of Substantial Completion in accordance with GENERAL CONDITIONS and SUPPLEMENTS •g AND AMENDMENTS TO THE GENERAL CONDITIONS. i 1.05 FINAL ACCEPTANCE - it I -tt A. Prior to requesting final inspection for certification of Final Acceptance and final payment, fik complete the following: 1. Submission of final payment request with releases and supporting documentation. 1 r 2. Completion of incomplete Work. 3. Assurances that unsettled claims will be settled. 111 4. Lien releases as stated in GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS. ;iii .: 5. Submission of updated final statement, including accounting for final additional iii changes to the Contract Sum. Show additional Contract Sum, additions and deductions, previous Change Orders, Total Adjusted Contract Sum, previous z payments, and Contract Sum due. W 6. Submission of consent of surety. 7. Submission of evidence of final, continuing insurance coverage complying with s insurance requirements. 8. Transmit final Project Record Documents to Authority. til 9. Certify that taxes,fees, and similar obligations have been paid. W 10. Remove temporary facilities and services. i 11. Remove surplus materials, rubbish and similar elements. 12. Certify Work has been inspected for compliance with Contract Documents. Boston Bay Architects, Inc. 01700-2 CONTRACT CLOSEOUT ii 1 4 Hampshire Council of Governments ✓ Hampshire County Courthouse Main Street Entrance Steps 8 Repairs 13. Certify Work has been completed in accordance with Contract Documents, and deficiencies listed with Certificate of Substantial Completion have been corrected. 14. Certify Work is complete and ready for final inspection. B. Architect will inspect to verify status of completion within fourteen calendar days. C. Should Architect consider Work is incomplete or defective, he will promptly notify Contractor in writing, listing incomplete or defective work. 1. Contractor shall take immediate steps to remedy deficiencies and send a second written certification that Work is complete, and Architect will reinspect the work. 2. When Architect finds Work is acceptable. he will consider closeout submittals. 3. Reinspection Fees: Should Architect perform reinspections due to failure of Work to ++ comply with claims made by the Contractor, the Owner will compensate Architect for such additional services, and deduct the amount of such compensation from final payment to the Contractor. r D. Application for Final Payment: Submit Application for Final Payment in accordance with procedures and requirements of the GENERAL CONDITIONS and SUPPLEMENTS AND AMENDMENTS TO THE GENERAL CONDITIONS. r 1. Architect will issue final Change Order, reflecting approved adjustments to the Contract Sum not previously made by Change Orders. ✓ 1-06 RECORD DOCUMENTS A. General: Maintain a complete set of Record Documents at the site. Do not use Record Documents for construction purposes. Provide access to Record Documents for Architect y and Authority's reference. Generally, without limitation, Record Documents shall include the following: 1. Record Drawings: Maintain a clean set of blue or black line prints of Contract ,r Drawings and shop drawings, marked to show actual installation. Give particular attention to concealed items. 2. Record Project Manual: Maintain a clean Project Manual, including Addenda, Change Orders, Architect Field Orders, and other modifications, marked to show changes in actual work performed. Give particular attention to substitutions, selection of options, and similar information. r 3. Record Product Data: Maintain one copy of each approved Product Data submittal, marked to show changes from products delivered, work performed, and from manufacturer's recommended installation instructions. 4. Record Samples: Maintain one copy of each approved Sample submitted. 5. Record Field Test Reports: Maintain one copy of each Field Test Report. 6. As-Built Drawings: upon completion of project deliver to Architect one complete set of wash-off mylar construction document drawings as amended per addenda recording all information gathered in accordance with 1.06E below, and embodying all changes made during the course of the construction. B. Maintenance of Documents and Samples: Store documents and samples in Contractor's field office apart from documents used for construction. Provide files and racks for document storage. Provide locked cabinet or secure storage space for storage of samples. File documents and samples in accordance with CSI format. Maintain documents in clean, dry, legible condition and in good order. Do not use Record Documents for construction purposes. Make documents and samples available at all times for inspection by Architect. Boston Bay Architects, Inc. 01700-3 CONTRACT CLOSEOUT r Hampshire Council of Governments 4 Hampshire County Courthouse S Main Street Entrance Steps& Repairs 1 C. Marking Devices: Provide felt tip marking pens for recording information in the color code S designated by Architect as follows: Blue-Architectural Red-Structural Green-Plumbing Violet-HVAC . Black- Electrical if D. Recording: Label each document"PROJECT RECORD" in neat large printed letters. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. 4 E. Drawings: Legibly mark Drawings to record actual construction, including the following: 3 1. Depths of various elements of foundation in relation to finish first floor datum. ' 2. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 3. Field changes of dimension and detail. flili 4. Changes made by Field Order or Change Order. 5. Details not in original Contract Documents. A F. Specifications and Addenda: Legibly mark each Section to record: 1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order, ill G. Submittal: At Contract Closeout, deliver Record Documents including As-Built Drawings to Architect. Accompany submittal with transmittal letter in duplicate, indicating the date, Project title and number, Contractor's name and address, title and number of Record Document, and signature of Contractor or his authorized representative. 1.07 WARRANTIES AND BONDS A. General:Assemble warranties, bonds, and service and maintenance contracts, executed by lj each of the respective manufacturers, suppliers, and subcontractors. B. Number of Original Signed Copies Required:Two each. J. s ili C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item including, product or work item, firm name, address., and telephone number. Information Required: Provide the date of beginning of warranty, bond, or service and Iiil maintenance contract, and duration of warranty, bond, or service and maintenance contract. D. Information for the Owner's Personnel: Provide information on the proper procedures in case of failure. Indicate instances which might affect the validity of warranty or bond. si Indicate Contractor, name of responsible principal, address, and telephone number. E. Form of Submittal: Prepare duplicate packets of 8-1/2 x 11 in., punched sheets for installation in standard three-ring binder. Fold larger sheets to fit into binders. 1. Cover of Packet: Identify each packet with typed or printed title"WARRANTIES AND BONDS". List the Project title and number, and name of Contractor. 2. Binders: Bind into commercial quality, three-ring, with durable and cleanable plastic y� covers. F. Time of Submittals: For equipment or component parts of equipment put into service during progress of construction, submit documents within ten days after inspection and acceptance, otherwise make submittals within ten days after Date of Substantial Boston Bay Architects, Inc. 01700 -4 CONTRACT CLOSEOUT e ill `$ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs Completion, and prior to final request for payment, , For items of work where acceptance is delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after y acceptance, listing date of acceptance as start of warranty period. PART 2 PRODUCTS J. 2.01 CLEANING MATERIALS A. General Provide cleaning materials that will not create hazards to health nor property,and kikwill not damage surfaces or finishes. B. Use cleaning materials and methods recommended by manufacturer of surface to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer, PART 3 EXECUTION 301 FINAL CLEANING A. Employ skilled workers for final cleaning. B. Clean and restore adjoining surfaces and other work soiled or damaged during installation; s replace work damaged beyond successful restoration.Where performance of subsequent work could result in damage to complete unit or element, provide protective covering and other provisions to minimize potential for damage. its C. Remove grease, mastic, adhesives, dust, dirt, stains,fingerprints, labels, and other foreign materials from sight-exposed interior and exterior surfaces. D. Complete the following cleaning operations prior to requesting inspection for Certification of r Substantial Completion: 1, Remove labels that are not permanent. 2. Clean and remove stains,films, and similar foreign substances from roofing t. material,or metal flashing. 3. Clean site areas of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; rake ground surfaces clean.. END OF SECTION r r i r Boston Bay Architects, Inc, 01700-5 CONTRACT CLOSEOUT sok r Lacs 11,v/4 S4n 114? IS t 104 11 4., 1141.1111.4(..z, Pica IA 1144• S :.:i • 1141 44 4 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs SECTION 01720 SURVEYS AND RECORD DRAWINGS ` 1, SURVEYS: N/A 2, RECORD DRAWINGS A. Record Drawings shall consist of all the Contract Drawings. B. From the sets of drawings furnished by the Owner, the Contractor shall reserve one set for record purposes. From this set,the Contractor shall detach and furnish, at no charge to the Subcontractors the drawings of their portion of the Work for the same purpose. C. The Contractor and the above Subcontractors shall keep their marked up As Built set on the site at all times and note on it in colored ink or pencil, neatly and accurately, at the end of each v working day, the exact location of their work as actually installed. This shall include the location and dimensions of underground and concealed Work and any architectural, mechanical.or electrical variations from the Contract Drawings. All changes,including those issued by Addendum, Change Order, or instructions by the Architect shall be recorded. Marked up As r Built drawings shall be prepared for the entire project and include all Work, including but not limited to: 1. The location of all underground utilities and appurtenances referenced to permanent surface �' improvements,both horizontally and vertically at ten(10)foot intervals and at all changes of direction. 2. The location of all internal utilities and appurtenances,concealed by finish materials, including but not limited to valves,coils,dampers,vents,cleanouts,strainers,pipes, junction boxes, turning vanes, variable and constant volume boxes, ducts, traps, and maintenance devices. a. The location of these, items shall be shown by offsets to structure and drawing grid lines. b. The tolerance for the actual location of these items on the marked up As Built Drawings r shall be plus or minus two(2)inches. c. Each item shall be referenced by showing a tag number, areas served,and function on the marked up As Built drawing M D. The Architect may periodically inspect the marked up As Built drawings at the site. The proper and current maintenance of the information required on these drawings shall be a condition precedent to approval of the monthly applications for payment. s E. At Substantial Completion the Conk actor shall submit the complete set of marked up As Built drawings to the Architect, The Contractor shall check all marked up As-Builts prepared by subcontractors and certify in writing on the title sheet of the drawings that they are complete and correct, prior to submission to the Architect. F. The Architect shall review the marked up As Built drawings and verify by letter to the Owner that the Work is complete. The Architect shall incorporate all changes onto to original drawings. G. The Contractor may make a written request for copies of the completed Record Drawings. The Contractor shall reimburse the Owner directly for the cost of printing of any requested Record Drawings. H. Submission of accurate marked up As Built drawings and their approval by the Architect shall be a condition precedent to final payment. END OF SECTION Boston Bay Architects, Inc. 01720-1 SURVEYS+ RECORD DRAWINGS � t Fly n"! ni test 4 v : : es % .i 'nil flit ft" r S rev 53,nt VPI Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs e PART B .. CONSTRUCTION PRODUCTS AND ACTIVITIES r yr yr Boston Bay Architects, Inc. Architecture 214 LinemoIn St. Unit 305 Planning Boston,MA 02134 Interiors Tel 617/782/0255 Construction Fax 6171782/0277 Management BostonBayArchitects.com ak, ask tea aka a a 4 11414, 1‘444 a .1 4448tr akS $ 4 4 *a, Was at La, •� Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 02070 SELECTIVE DEMOLITION es PART 1 -GENERAL lor 1.01 GENERAL PROVISIONS A. All of the Contract Documents, including the General and Supplementary Conditions and PART A—Bidding Documents, Contract Forms,and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. ✓ 1.02 DESCRIPTION OF WORK A Work to be done under this Section includes, but is not limited to, all demolition as specified herein or as indicated on the Architectural Drawings or otherwise necessary for the satisfactory completion of the Work. B. Types of Selective Demolition Work: Demolition requires the selective removal ,. and subsequent off-site disposal but is not limited to the following: 1. Remove and temporary store on site, the existing granite steps by careful removal for re-installation. Remove foundations and earthwork for s preparation of new reinforced concrete footings. 2. Remove existing Portico roof system and sub-layments to existing roof r joists. Clean stone walls and railings of all debris. Prepare area to receive new BUR roofing and metal flashing. 3. All other demolition work as shown on the Drawings, specified herein, or or otherwise necessary for the proper completion of the work. 4. All selective demolition to be preformed by the General Contractor for the i project. C. Work to be done under this Section consists of furnishing all materials, labor, tools, transportation and equipment, and performing all operations and procedures n necessary to complete the demolition work specified on the Drawings or indicated herein. Also all demolition operations and procedures necessary to complete the work as indicated on the Architectural Drawings or as specified herein. D. Contractor is required to coordinate and schedule a pre conference meeting with Architect and owner Two Weeks orior to commencing removal of stone walls and steps. E. Photographic documentation. Remove stone steps, capstones, and side stone walls by first identifying each stone with photographic documentation of each stone. i, Mark with numerical markings on stones. Photograph all steps, capstones, side wall elevation stones displaying before and after markings have been applied. Use only color photographs. Each stone to be clearly shown numbered on the photographs. Use 18"x 24"size photographs mounted for contruction use and for Architects record r► for field use. Stones to be stored in trailer on site along with existing brass railing system for re-use and other materials necessary for authentic re-construction and Boston Bay Architects, Inc. 02070- 1 SELECTIVE DEMOLITION r Hampshire Council of Governments n Hampshire County Courthouse Main Street Entrance Steps& Repairs • g3 Historic Preservation re-use. Use Secretary of Interior's standards for Rehabilitation 10 of Historic Buildings both in demolition and reconstruction phases. 1.03 JOB CONDITIONS a A. Occupancy: rifis ill 1. Owner will be continuously occupying areas of the building immediately adjacent to areas of selective demolition. 4 2. Conduct selective demolition work in a manner that will minimize need r for disruption of Owner's normal operations. ,o F. Provide minimum 72 hours advance notice to Owner of Demolition it activities, which will severely impact Owner's Normal operations. B. Condition of Structures: 1. Owner assumes no responsibility for actual conditions of items of ft structure to be demolished, 2. Conditions existing at time of commencement of Contract will be maintained by Owner insofar as practicable. C. Partial Demolition and Removal: 1. Items indicated to be removed but of salvageable value to the Contractor 4 may be removed from structure as work progresses. 2. Transport salvaged items not to be re-used from site, as they are �a removed. 3. Storage or sale of removed items on site will not be permitted. G. Items indicated to be removed and returned to Owner or relocated as shown shall be removed and, as required, stored as to prevent damage or deterioration of said item. 111 H. Remove and dispose of existing deteriorated portions of wood deck substrate and rebuild with similar materials. Use Unit Price Cost as '1 established in Contract. iii D. Protection 1. Provide temporary barricades and other forms of protection as required ii to protect Owner's personnel and students from injury due to selective demolition work. o! 2. Provide protective measures as required to provide free and safe tl passage of Owner's personnel and students to and from occupied portions of the building. M Boston Bay Architects, Inc. 02070 -2 SELECTIVE DEMOLITION y r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 3. Construct temporary solid dustproof partitions where required to separate areas where noisy or extensive dirt or dust operations are performed. Protect floors with suitable coverings when necessary. 6. Remove protections at completion of work. E. Damages: 1. Properly repair damages caused to adjacent facilities by demolition Work at no cost to Owner. F. Utility Services: r 1. Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. 2. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. 3. Provide temporary services during interruptions to existing utilities, as ` acceptable to governing authorities. se PART 2 -PRODUCTS - Not Used PART 3 -EXECUTION toe 3.01 INSPECTION A. Before start of Selective Demolition Work, Inspect areas in which work will be +. performed. 3.02 PREPARATION A, Structure Safety: .r 1 Cease operations and notify the Owner's representative immediately if safety of structures appears to be endangered. 2. Take precautions to support structures until determination is made for ` continuing operations. B. Cover and protect equipment and fixtures to remain from soiling or damage when i, Demolition Work is performed in areas from which such items have not been removed. C. Dustproof Partitions and Closures: 11. 1. Erect, as required, to prevent spread of dust or fumes to occupied portions of the building. 2. If required, where Selective Demolition occurs immediately adjacent to occupied portions of the building, construct dust-proof partitions of min. 4 w Boston Bay Architects, Inc. 02070-3 SELECTIVE DEMOLITION Hampshire Council of Governments 4 Hampshire County Courthouse Main Street Entrance Steps 8 Repairs • in. studs, 5/8" drywall,joints taped on occupied side, and fill partition rit cavity with sound-deadening insulation. 3. Provide weatherproofing enclosures for exterior openings resulting from demolition work. 4. Provide warning signs, temporary barriers inside the building at egress '? ways or staircases to prevent the public and employees for opening doors into work areas while maintaining means of egress to exterior openings resulting from demolition or construction work. D. Plants, Flowers, Grass Coverage: 1. Cover and protect at all times the plantings, grass, and other like areas from demolition damage. Clean areas daily of construction debris through entire project. E. Barricades. 1. Provide five foot temporary chain link perimeter fence around the site to isolate and contain the work, storage trailers, materials, and moving vehicles ff inside the work site, to protect the public and create safe work conditions. F. Flowers, Grass Coverage: -Ps 1. Cover and protect at all times the plantings, grass,trees, from damage, danger or scraping. Use protective measures. 3.03 DEMOLITION A General: N 1. Perform selective demolition work in a systematic manner. 2. Use such methods as required to complete work indicated on Drawings in accordance with Demolition Schedule and governing regulations. 9 3. If unanticipated mechanical, electrical or structural elements which conflict with function or design are encountered, investigate and measure both nature and extent of the conflict. e4 4. Submit report to the Owner's representative in written, accurate detail. J. Pending receipt of directive from the Owners Representative rearrange selective demolition schedule as necessary to continue overall job progress without delay. B. Disposal of Demolished Materials: 1. Remove debris, rubbish and other materials resulting from demolition operations from building site. 2. Transport and legally dispose of materials off site. Boston Bay Architects, Inc. 02070 -4 SELECTIVE DEMOLITION I Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs s 3 If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws and ordinances concerning removal, handling and protection against exposure or environmental pollution. wer 4. Burning of removed materials is not permitted on project site. ., C. Execute cutting and demolition by methods that will prevent damage to other Work, and will provide proper surfaces to receive installation of repairs. D. Restore work that has been cut or removed; Install new products to provide • completed work in accord with requirements of Contract Documents. E. Fit work airtight to pipes, sleeves, ducts, conduit, and other penetrations through es surfaces. F. Refinish entire surface as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. 3.04 CLEANING AND REPAIR r A. On completion of demolition Work, remove tools, equipment, and demolished materials from the site. ® B. Remove protection and leave interior areas broom clean. C. Repair demolition performed in excess of that required. r D. Return structures and surfaces to remain to condition existing before commencement of Selective Demolition Work. mis E. Repair adjacent construction or surfaces soiled or damaged by Selective Demolition Work. END OF SECTION M a r, Boston Bay Architects, Inc. 02070- 5 SELECTIVE DEMOLITION Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs i SECTION 02200 EARTHWORK PART 1 —GENERAL iw 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 0— Bidding Documents, Contract Forms and Conditions of the Contract and Division 1 — rip General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements,which affect the work of this r Section. The exact scope of this Section cannot be determined without a thorough review of all spedfication sections and other Contract Documents. r 1.02 SCOPE OF WORK A. This section includes methods and materials for excavating, placing and compacting earth w. materials, structural fill, at the site for foundation installation and site repairs. • 1,03 RELATED WORK A. Section 01500—Construction Facilities and Temporary Controls. B. Section 02070—Demolition C. Section 03300—Cast-In-Place Concrete r 1.04 SUBMITTALS A. Samples of soil materials, if requested by the Owner, shall be 20-Ib, sealed in airtight containers of each fill and backfill material from on-site or borrow sources. ke B. Submit test reports of soil material proposed for use. 1. Provide laboratory analysis of each soil material proposed for fill or backfill. 2. Submit one optimum moisture-maximum density curve(by Proctor test)for each soil material. 3. Report of actual unconfined compressive strength andtor results of bearing tests. r 4. Owner to pay for testing of soils if required. 1.05 QUALITY ASSURANCE A. The Owner will employ a qualified independent geotechnical testing agency to classify proposed soil material, to verify compliance with specifications and to perform required .. field and laboratory testing. Boston Bay Architects, Inc. 02200- 1 EARTHWORK r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r B. Compaction: Under structures, steps, pavements, and walkways. 95 percent maximum dry density,ASTM D 1557, 2. Under lawns or unpaved areas, 90 percent maximum dry density, ASTM D 1557, +/ C. Grading Tolerances Outside Building Lines: 't 1. Lawns, unpaved areas, and walks plus or minus 1 inch. 2. Pavements, plus or minus Yi inch_ .. D. Grading Tolerance for Fill Under Structural Slab: Pius or minus%inch measured with 10- W foot straightedge. 1.06 PROTECTION OF EXISTING PROPERTY A. Execute the work in such manner as to prevent damage to the Owner's and other -i property and existing improvements, such as but not limited to streets, curbs, paving, service utility lines and structures, monuments, bench marks, and other public or private property. Protect existing improvements from damage caused by settlement, lateral movement, undermining,washout and other hazards created by earthwork operations. S B. Install and maintain shoring and bracing required for the protection of items affected by the work. 1. Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible either because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in a safe condition until completion of backfilling. 2. Provide adequate shoring and bracing, such as sheet piling, uprights,stringers and cross braces, in good serviceable condition. Trench shoring and bracing shall comply with local codes and authorities have jurisdiction. Maintain shoring and bracing in open excavations. Carry down shoring and bracing as excavation progresses. C. Locate existing underground utilities in the areas of work. If utilities are to remain in place, provide adequate means of protection during earthwork operations. 0 1. Should uncharted or incorrectly charted piping or other utilities be encountered during excavation,consult the Owner immediately for directions to proceed. Cooperate with the Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. ai 2. Do not interrupt existing utilities serving facilities occupied and used by Owner or others. D. Excavations shall not be left open overnight. Where it is unavoidable to leave excavations open after a working day, barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights during hours from dusk to '1 dawn each day and as otherwise required. ■ Boston Bay Architects, Inc. 02200-2 EARTHWORK I r Hampshire Council of Governments • Hampshire County Courthouse Main Street Entrance Steps&Repairs E. In case of any damage or injury caused in the performance of the work, the Contractor shall, at his own expense,make good such damage or injury to the satisfaction of,and without cost to, the Owner. Replace or repair roads, sidewalks, and curbs damaged during the project work to original condition. • F. Existing trees, shrubs or landscape materials that are to remain, and located where they may be subject to damage by operations under this Contract, shall be protected by wood • boxing erected in a manner to provide adequate protection during the construction period. Surface roots shall not be damaged or left exposed by the stripping of the soil. Major branches shall be protected from damage and none cut off without the approval of the Owner. sit G. Provide erosion and sedimentation control measures as required by local Codes. Do not allow silt or sediment to migrate to adjacent properties or to existing site improvements. • 1.07 REFERENCES r A. Whenever reference is made to the"Standard Specifications" in this Section of the specifications, it shad refer to"The Commonwealth of Massachusetts, Department of Public Works STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,dated • 1988"and its latest supplements and revisions. • PART 2-PRODUCTS 201 SOIL MATERIALS • A. Where applicable, soil materials shall conform to section M-Materials of the Standard Specifications, • B. Gravel Borrow type b: sandy gravel from an approved off-site source, free of organic material, trash, snow, ice, frozen soil and other objectionable material; wed graded within the following limits: as Sieve Size Percent Passing by Weight 3 inches Largest Dimension +• Ys inch 50-85 No.4 40-75 No. 50 8-28 No. 200 0-10 • Borrow shall meet requirements of M1.03.0, of the appropriate type. Common fill:well graded mineral soil free of organic materials, loam, wood, trash and other objectionable material which may be compressible or which cannot be compacted properly. Common fill shall be unfrozen and shall not contain snow, ice, or frozen • materials. Common fill shall not contain stones larger than 4 inches in largest diameter. It shall have physical properties such that it can be readily spread and compacted during filling. • • Boston Bay Architects, Inc. 02200-3 EARTHWORK Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 4 W W D. Crushed Stone: (1)a durable crushed rock obtained by breaking and crushing solid or shattered rock material, and (2)a durable washed, clean, hard crushed gravel stone obtained by artificial crushing of gravel boulders or field stone with a minimum diameter W before crushing of 8 inches. Stone shall meet requirements of M2.01.0. Square Opening Tabulation of Stone Sizes Sieve Percent by Weight Passing Through (3/4 in.) 1 in. 100 3/4 in. 90- 100 1Y 1/2 in. 10-50 3/8 in. 0 -20 No. 4 0 -5 E. Bedding material under and around utilities shall be crushed stone. F. Provide adequate quantities of fill materials listed hereinbefore where existing on-site ■ materials are insufficient or unsuitable for use as specified. G. Provide crushed stone structural fill at foundation, elevator pit areas, as needed or as •1 called for on Structural Drawings. PART 3-EXECUTION 3.01 PREPARATION W A. Prior to start of backfilling and compaction, remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface. Plow, strip, or wit break up slope surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. B. When existing ground surface has a density less than that specified under "Compaction"for the particular area classification, break up the ground surface, pulverize moisture condition to the optimum moisture content, and compact to required depth and percentage of maximum density. C. Areas to be proof rolled shall be smoothly graded prior to start of proof rolling. Proof roll each area with a minimum of four passes with the rear wheels of the compaction equipment. Any soft spots detected after the fourth coverage shall be removed to a depth of 3 feet and backfilled and compacted in accordance with these specifications. D. Protect excavation bottoms against freezing when atmospheric temperature is less than yj 35 degrees F. 3.02 EXCAVATION A. Excavation consists of removal of material to establish required grade elevations. Perform all 4 Boston Bay Architects. Inc. 02200-4 EARTHWORK Hampshire Council of Governments .r Hampshire County Courthouse Main Street Entrance Steps&Repairs excavation of every description and of whatever substances encountered to the depth and extent indicated for the proper installation of the work. Trenches shall be over excavated to accommodate pipe bedding as specified hereinafter. r B. Earth excavation consists of removal and disposal of pavements and other obstructions visible on ground surface, underground structures and utilities indicated to be demolished and removed, material of any classification indicated in data on subsurface conditions, r and other materials encountered that are not classified as rock excavation or unauthorized excavation. C. Stockpile suitable excavated materials where directed, until required for backfill. Place, grade and shape stockpiles for proper drainage. 3.03 ROCK EXCAVATION A. Rock excavation consists of removal and disposal of material encountered that cannot be excavated without drilling and blasting or continuous use of a ripper or other special "' equipment, except such materials that are classified as earth excavation. 1. Typical of materials classified as rock are boulders greater than 1 cubic yard ,. (trench excavation)or 3 cubic yards (open excavation) in volume, solid rock, rock in ledge, and rock hard cementitious aggregate deposits. 2. Intermittent drilling performed to increase production and not necessary to permit excavation of material encountered will be classified as earth excavation. ist 3. Do not perform such work until material to be excavated has been inspected by the Owner. Such excavation will be paid on a basis of contract unit price and with contract conditions relative to changes in work. r B. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of the Owner. 'Y C. The following rules for limits of rock excavation and measurement of rock excavation quantities shall apply for the items listed, + 1. Trench excavation is classified as any excavation and measurement of rock excavation quantities shall apply for the items listed. 2. Payment lines for rock excavation at utility trenches shall be established as a vertical line one foot beyond the average outside dimension of the utility line. Depth of excavation shall be from top of rock to a horizontal line 12 inches below the design invert of the utility line. 3. Upon completion of rock excavation, no portion of the remaining in place rock shall come within 6 inches of any portion of new utility lines. 4. Measurement of top of rock profiles shall be as specified hereinbefore. Such measurements shall be submitted in an acceptable form to the Owner. Before - any rock excavation is performed, the Owner shall check measurements and upon acceptance of the Contracting quantity measurements shall approve the area measured for excavation. 3.04 EXCAVATION FOR UTILITIES ,. A. Excavate the trench for the pipe to the required line and grade and to sufficient width to permit thorough tamping of the bedding material under the haunches and around the pipe. 'S Boston Bay Architects, Inc. 02200 - 5 EARTHWORK Hampshire Council of Governments Hampshire County Courthouse a Main Street Entrance Steps&Repairs In general, excavate trenches to a point 6 inches below the bottom of the line to accommodate bedding material as specified herein. B. Provide shoring bracing or proper trench side slopes where applicable. C. Remove as directed soft or unsuitable materials encountered below the normal bedding line of the pipe, replace with crushed stone and thoroughly compact. Shape the bottom of the trench to conform to the curvature of the pipe. j D. Excavate this bed to accommodate the bells of pipes. If any cross pipes, conduits, drains, or other unforeseen obstacles are encountered in the excavation, the grade of the bottom of the trench may be raised or lowered during the excavation operation as directed by the Owner. E. Use concrete or other approved support under existing pipes passing through the I excavation where said pipe would normally be supported by backfilled earth. 3.05 MOISTURE CONTROL A. The materials in each layer of the fill shall contain the amount of moisture,within the limits specified below, necessary to obtain the desired compaction. S B. The moisture control shall be as uniform as practicable throughout any one layer of fill. The upper limit of moisture content in the materials will be that which will permit excavating, hauling, placing and will permit proper compaction with the Contracting al equipment. In no case shall the moisture content during compaction exceed a value of three percentage points on the wet side of the optimum moisture content as determined by ASTM D1557, Method D. The lower limit of moisture content shall be not less than two percentage points below optimum. 3.06 COMPACTION A. Control soil compaction during construction providing percentage of density specified for each area classification. B. Provide not less than following percentage of maximum dry density of soil material compacted at optimum moisture content,for the actual density of each layer of soil material in place when tested in accordance with ASTM D1557, Method D. 1. Pavements: Compact top 12 inches of subgrade and each layer of backfill or tall material to 95 percent of maximum density. 2. Lawn and unpaved areas:Compact top 6 inches of subgrade and each layer of backfill or fill material to a density approximating that of the adjacent undisturbed r material. 3. Walkways: Compact top 6 inches of subgrade and each layer of backfill or fill material to 95 percent of maximum density. r 3.07 BACKFILL AND FILL A. Place acceptable soil material in layers to required subgrade elevations, for each area it classification listed below. 1. Under walks and pavements, backfill material shall be common fill with a gravel it base directly under pavement or slab. Boston Bay Architects, Inc. 02200-6 EARTHWORK S rr Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r 2. Under landscaped areas, backfill material shall be common fill or excess topsoil and subsoil. 3. Backfill around utilities shall be specified bedding material and common fill. B. Backfill around excavations as promptly as work permits, but riot until completion of the following: 1. Acceptance by the Owner of construction below finish grade. 2. Inspection, testing, approval, and recording locations of underground utilities. 3. Removal of shoring and bracing, and backfilling of voids with satisfactory r materials. Cut off temporary sheet piling driven below bottom of trenches and remove in manner to prevent settlement of the water tine or leave in place if necessary. r 4. Removal of trash and debris, A. Placement and compaction. 1. Place ail compacted fill in layers having a maximum loose layer thickness of 6 inches to 4-feet, as required by the Owner. Each layer shall be systematically compacted by a minimum of four coverages with the equipment described below, to the density specified hereinbefore. Incidental compaction due to traffic by construction equipment, will not be credited toward the required minimum four coverages. 2. Compaction equipment in trench areas shall be accomplished by hand operated "" vibratory equipment or mechanical tampers. 3. In freezing weather, layer of fill shall not be left in an uncompacted state at the close of a day's operations. Prior to terminating operations for the day, the final r layer of fill, after compaction, shall be rolled with a smooth wheeled roller to eliminate ridges of soil left by tractors, trucks and compaction equipment. 4. Do not place a layer of compacted fill on snow, ice or soil that was permitted to freeze prior to compaction. Removal of these unsatisfactory materials will be ✓ required. 3.08 BACKFILLING OF UTILITIES r A. Conform to Section 150.64 of the Standard Specifications. B. After pipes and joints have been inspected and approved by the Owner, bedding material shall be carefully placed and tamped in 6 inch layers under, around and 12 inches over the pipe to insure a uniform bearing surface and to prevent lateral movement of the pipe. r C. The remainder of the backfill shall be backfill material as specified for the location of the utility excavation and shall be placed and compacted to required density. r 3.09 GRADING A. Uniformly grade areas within limits of excavation, including adjacent transition areas. Smooth finish surface within specified tolerances, compact with uniform levels or slopes - between points where elevations are shown, or between such paints and existing grades. B. Finish surfaces shall be free from irregular surface changes, and as follows: 1. Unpaved areas to receive topsoil to within not more than 1 inch above or below r Boston Bay Architects, Inc. 02200- 7 EARTHWORK r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs £t the required subgrade elevations. Wi 2. Shape surface of areas under pavement and walks to line,with finish surface not more than% inch above or below the required subgrade elevation, I C. After grading, compact surfaces to the depth and percentage of maximum density for each area classification. 3.10 DRAINAGE DURING EARTHWORK OPERATIONS D. Control the grading in areas under construction to promote positive drainage with proper slopes to prevent the accumulation of water in disturbed areas and adjacent properties. W E. Construct interceptor swales and ditches as directed and as necessary prior to major `1 earthmoving operations to insure minimal erosion and to keep surface water from disturbed areas. F. Utilize pumps as necessary to evacuate water from excavations. Maintain all work and site areas free from any pipes or hoses used in pumping operations. Do not perform a� utility installation, concrete or paving work in excavations containing free water. G. Conform to all requirements of erosion and sedimentation control as required by local Authorities. 3.11 FILLING AND GRADING AROUND TREES/SHRUBS alt A. Excavate within drip line of trees only where indicated. B, Where trenching for utilities is required within tree drip lines, tunnel under or around roots by hand digging, auger boring, water jetting or jacking; using whichever method can best limit disturbance to trees, and as directed by the Owner. V 1. Do not cut main lateral roots or tap roots; cut smaller roots less than one(1) inch which interfere with installation of new work. 2. Cut roots with sharp pruning instruments; do not break or chop. 3.12 MAINTENANCE AND PROTECTION OF WORK ith r A. Protect newly graded areas from traffic and erosion, and keep free of trash and debris. Repair and re-establish grades unsettled,eroded, and rutted areas to specified tolerances. u B. Avoid disturbance of subgrade during excavation and filling operations. Adjust and modify methods of earthwork as necessary to avoid disturbing the subgrade, including restricting the use of certain construction equipment and their movement over sensitive or unstable materials. Cooperate with the Owner in modifying methods of construction to minimize disturbance and to protect bearing soils. C. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. D. Remove and replace all excavated or filled areas disturbed during construction with Y Boston Bay Architects, Inc. 02200-8 EARTHWORK ■ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r compacted gravel fill or crushed stone. Remove and replace saturated fill not able to be compacted within 48 hours of placement and all loose or saturated soils that do not meet compaction requirements, with compacted gravei fl!or crushed stone. r 3.13 DISPOSAL OF EXCESS AND WASTE MATERIALS r A. Remove waste materials, including unacceptable and excess excavated material and topsoil, as allowed by the Owner, and all trash and debris, from Owner's property and legally dispose of it. r END OF SECTION r OS r a r i Boston Bay Architects, tic. 02200-9 EARTHWORK < 7Ti Y1 ?' j 11 VI ri ! 1 ' i ? 1 ± .J Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs AIN Section 02920 r LAWNS AND GRASSES PART 1 • GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract,including General and Supplementary Conditions and Division 1 Specification Sections. apply to this Section. y 1.02 SUMMARY A. Section includes: Work of this Section consists of installing all materials furnished under this Section. including all equipment, labor. services, and incidental items required to +r complete work as shown on Drawings and specified in this Section. 1. Lawn development, consisting of: a. Seeding. b. Sodding. Seeding of regraded area at new accessible Ground Floor Entry. 2 Existing lawn renovation,consisting of: a. Mowing, dethatching, core aerating, and raking existing lawn. Y b. Weeding of and waste removal from existing lawn before reseeding. c. Tilling bare and compacted areas. tl. Applying soil amendments. e. Reseeding existing lawn areas, 3. Lawn maintenance of newly-placed and reconditioned existing lawns. B. Related Sections'. 1 32 10 00, Planting Area Preparation; for soils and fertilizers associated with lawn w placement. 1.03 SUEMITTALS A. Product Data' For each type of product indicated. B Certification of Grass Seed: • 1. From seed vendor for each grass-seed monostand or mixture stating botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. 2. Include year of production and date of packaging. fiff 3. Certification of each seed mixture for turfgrass sod or plugs, identifying source. including name and telephone number of supplier. C. Product Certificates: For soil amendments and fertilizer., signed by product manufacturer. D. Qualification Data: For landscape Installer. y E. Malarial Test Reports: For existing surface soil and imported topsoil_ F. Planting Schedule: Indicating anticipated planting dates for each type of planting. r G. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of lawns Boston Bay Architects, Inc. 02920 Lawns and Grasses Hampshire Council of Governments YIY Hampshire County Courthouse Main Street Entrance Steps& Repairs I and meadows during calendar year. 2. Submit before expiration of required maintenance periods. 1 1.04 QUALITY ASSURANCE A. Qualifications: 1. Installer'. i9 e_ Qualified landscape installer whose work has resulted in successful lawn and meadow establishment. Installer's Field Supervision Require installer to maintain experienced full-time supervisor on Protect site when planting is in progress. 105 DELIVERY,STORAGE,AND HANDLING A. Seed: Deliver seed in original sealed,labeled, and undamaged containers. B. Sod_ Harvest,deliver, store, and handle sod according to requirements in TPP Guideline Specifications to Turfgrass Sodding,Specifications for Turfgrass Sod Materials and 1� Specifications for Turtgrass Sod Transplanting and Installation_ 1.06 SCHEDULING A. Planting Restrictions: Coordinate planting periods with maintenance periods to provide required a maintenance from Substantial Completion_ 2. Spring Planting. April 15 to June 01. 3. Fall Planting' August 15 to September 15. S Weather LimitationsProceed with planting only when existing and forecasted weather S conditions permit. 1.07 LAWN MAINTENANCE A, Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than following periods' 1. Seeded Lawns: YC a. 60 days from Substantial Completion. h. When full maintenance period has not elapsed before end of planting season, or if lawn is not fully established, continue maintenance during next planting season. 2. Sodded Lawns: 30 days from Substantial Completion. 5_ Maintain and establish lawn by watering, fertiliX.Ing,weeding, mowing, trimming,replanting, and other operations, aid C. Roll, regrade,and replant bare or eroded areas and rem ufih to produce uniformly smooth lawn. 1. Add new mulch in areas where mulch has been disturbed by wind or maintenance operations. !. Anchor as required to prevent displacement. l D. Watering: 1. Provide and maintain temporary piping,roses,and lawn-watering equipment to convey water from sources and to keep lawn uniformly moist to 4 indepth. i Boston Bay Architects, Inc. 02920 Lawns and Grasses i M Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs r 2. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. 3 Lay out temporary watering system to avoid walking over muddy or newly planted areas 4. Water lawn min, I in, per week. S E. Mowing: 1. Mow lawn as soon as top growth is tall enough to cut. 2. Repeat mowing to maintain specified height without cutting more than 40 percent of • grass height. 3. Remove no more than 40 percent of grass-leaf growth in initial or subsequent mowings. 4. Do not delay mowing until grass blades bend over and become matted. 5 Do riot mow when grass is wet. 5. Schedule initial and subsequent mowings to maintain following grass height: a. Mow grass t in. to 2 in. high for spring and fall seasons. b. Mow crass 2 in, to 3 in. high (or summer season. F Lawn Postfertilization: 1. Apply fertilizer after initial mowing and when grass is dry. r 2. Use fertilizer that will provide min. 1 Ib/1000 sq.ft, actual nitrogen to lawn area PART 2 -PRODUCTS Is 2.01 MATERIALS A. Grass Seed: 1. Fresh, clean, dry, new-crop seed complying with AOSA Journal of Seed Technology; Rules for Testing Seeds for purity and germination tolerances. 2 Species. a. Provide seed of grass species and varieties, proportions by weight,and i minimum percentages of aunty_germination,and maximum percentage of weed seed for application. b. Type 1 -Sun and Partial Shade: Provide certified grass seed blends or mixes, proportioned by weight as follows: r PROPORTION MIN. % MIN. % MAX. % ("/o) NAME GERM. PURE SD. WEED SD. 50 Turf-Type Tail Fescue 80 98 0.5 20 Chewing Red Fescue 85 98 0.5 20 Kentucky Bluegrass 80 85 0.5 10 Perennial Rye Grass 85 92 1 c. Type 2 - Heavy Shade: Provide certified grass seed blends or mixes. proportioned by weight as follows: PROPORTION MIN. % MIN. Yo MAX- 0/ (%) NAME GERM. PURE SD. WEED SD. r 50 Chewing Red Fescue 85 98 0.5 Boston Bay Architects, Inc. 02920 Lawns and Grasses ii Hampshire Council of Governments S Hampshire County Courthouse Main Street Entrance Steps&Repairs S PROPORTION MIN. % MIN. % MAX. % (%) NAME GERM. PURE SD. WEED SD. 4 1 35 Turf-Type Tall Fescue 89 85 1 15 Perennial Rye Grass 85 92 1 S B. Turfgrass Sod: ''a 2 I. Certified Numaer 1 Quality/Premium, including limitations on thatch, weeds, El diseases, nematodes, and insects, complying with TPI Guideline Specifications to Turfgrass Sodding, Specifications for Turfgrass Sod Materials. t 2 Furnish viable sod of uniform density, co-or, and texture, strongly-rooted, and capable of vigorous growth and development when planted. i 3. Species' a. Type 1 - Sun and Partial Shade Provide certified grass seed blends or 8 mixes,proportioned by weight as followstill PROPORTION MIN. % MIN. % MAX. % (%) NAME GERM. PURE SD. WEED SD. AI 50 Kentucky Bluegrass 80 85 0.5 y 30 Chewing Red Fescue 85 98 0.5 _.. a 10 Perennial Rye Grass 90 98 0-5 16 Rediae 85 92 1 4 h. Type 2-Heavy Shade' Provide certified grass seed blends or mixes. proportioned by weight as follows: ,a PROPORTION MIN. % MIN. % MAX. % (%) NAME GERM. PURE SD. WEED SD. iii a 50 Chewing Red Fescue 85 98 0.5 iiii 35 Rough Bluegrass 80 85 ,- 15 Redtop 85 , 92 I ✓ PART 3 -EXECUTION 3.01 EXAMINATION S iit A. Examine areas to receive lawns and grass for compliance with requirements and other conditions affecting performance. ilii B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION al A. General I. Protect structures, sidewalks, pavements, and other facilities, and plantings from ii damage caused by planting operations. a Boston Bay Architects. lac. 02920 Lawns and Grasses I • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 2. Provide erosion-control measures to prevent erosion or displacement of soils and y� discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. 6, Lawn Areas: r 1. Limit lawn subgrade preparation to areas to be planted. 2. Newly-Graded Subgrades: a. Loosen subgrade to min, 6 in. b. Remove stones larger than 1 in. in any dimension and sticks, roots, rubbish, r and other extraneous matter and legally dispose of them off Owner's property. c. Apply fertilizer directly to subgrade before loosening. r d. Thoroughly blend planting soil mix off-site before spreading or spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. e. Delay mixing fertilizer with planting soil if planting will not proceed within few r days. f. Mix lime with dry sod before mixing fertilizer. g. Spread planting soil mix to 6 i. depth, but not less than required to meet finish grades after light rolling and natural settlement. h. Do not spread if planting sod or subgrade is frozen, muddy, or excessively wet. 3. Unchanged Subgrades: r a. If lawns are to he planted in areas unaltered or undisturbed by excavating, grading, or surface soil stripping operations,remove existing grass, vegetation, and turf. b. Do not mix into surface soil. r c. Loosen surface soil to min. 6 indepth. d. Apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 6 inof soil. e. Till soil to homogeneous mixture of fine texture_ r I. Apply fertilizer directly to surface soil before loosening. g. Remove stones larger than 1 in. in any dimension and sticks, roots, trash, end other extraneous matter. h_ Regally dispose of waste material, including grass,vegetation, and turf, off Owner's property. 4, Finish Grading: a. Grade planting areas to smooth, uniform surface plane with loose, uniformly YID fine texture. b_ Grade to within +1-1D in. of finish elevation. c. Roll and rake, remove ridges, and fill depressions to meet finish grades. d. Limit fine grading to areas that can be planted in immediate future, r 5. Moisten prepared lawn areas before planting if soil is dry. 6. Water thoroughly and allow surface to dry before planting. 7. Do not create muddy soil, 8. Restore areas if eroded or otherwise disturbed after finish grading and before r planting. 3.03 SEEDING A. General: Sow seed with spreader or seeding machine, 2. Do not broadcast or drop seed when wind velocity exceeds 5 mph. r 3. Evenly distribute seed by sow'eg equal quantities in two directions at right angles to Boston Bay Architects, Inc. 02920 Lawns and Grasses Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs V each other. 4 Do not use wet seed or seed that Is moldy or otherwise damaged. 8. Rake seed lightly into top 1/8 inof topsoil, roll lightly, and water with fine spray. *�?y C. Protect seeded areas from hot, dry weather or drying winds by applying compost mulch within 24 hours after completing seeding operations:soak and scatter uniformly to 3/16 in. depth and roll to smooth surface. -e 3.04 SODDING A. General: ,2 i. L..ay sod within 24 hours of harvesting. a 2. Do not lay sod if dormant or if ground is frozen or muddy. 3. Lay sod to form solid mass with tightly-fitted joints. .� 4. Hutt ends and sides of sod: do not stretch or overlap. 5. Stagger sod strips or pads to offset jaunts in adjacent courses_ S 6, Avoid damage to subgrade or sod during installation- B. Laying: 1. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and S form smooth surface. 2. Work sifted soil or fine sand into minor cracks between pieces of sod, remove excess to avoid smothering sod and adjacent grass. rl'Si 3. I...ay sod across angle of slopes exceeding 1:3. 4.. Anchor sod on slopes exceeding 1 6 with wood pegs or steel staples spaced as recommended by sod manufacturer, but not less than 2 anchors per sod strip to prevent slippage. a C. Watering: Saturate sod with fine water spray within two hours of planting. 2- Daring first week,water daily or more frequently as necessary to maintain moist soil S min. 1-1/2 indepth below sod. 3.05 SATISFACTORY LAWN A. Seeded: At end of maintenance periodhealthy,uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft.and bare spots not exceeding 5 in. x Sin. a H_ Sodded. At end of maintenance period, healthy,well-rooted, even-colored, viable lawn has been established, free of weeds, open joints, bare areas, and surface irregularities. C. Reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. END OF SECTION Y� S S S Boston Bay Architects, Inc. 02920 Lawns and Grasses Y Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs a SECTION 03300 r CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All work performed under this section of the specifications shall be subject to the General Conditions, Supplementary Conditions of the Contract, and Division 1 General Requirements. 1.02 SUMMARY A. Work shall include careful examination of the drawings to determine quantities, locations, sizes types and details of Cast-In-Place Concrete O and related work described in this section including but not limited to the following: 1. Footings and foundation walls. 4_ Concrete formwork including shoring, bracing, anchorage and openings for other trades. 3. Concrete reinforcement and accessories including reinforcing steel, welded wire fabric, chairs, spacers, supports, tie wire_ a' 4. Place anchor bolts,column bolts, inserts,sleeves, blocking, other items to be embedded as required by this and other trades as furnished under other sections. r 5. Concrete curing, joints, sawcuts, and finishes for floors and exposed concrete. r 13. Submittals shall be in accordance with Section 01300. C. Shop Drawings: Shall show details of construction, connections, gages, thicknesses and sizes of all reinforcing members in accordance with the "ACI, Code of Standard Practice". No detail or shop drawings will be checked for approval unless accompanied by general erection drawings, showing the locations of all pieces detailed, In addition, the erection plan shall show the location of all masonry dowels protruding from the foundation.Detailer shall refer to the ArchitecturaUStructural Drawings for detailing requirements at corners,control joints, and openings. No structural or architectural drawing in any form may be Nov used as reinforcing steel detailer's shop drawing or erection drawing. Design of connections for any portions of the reinforcing steel not indicated on the design drawings shall be completed by the fabricator. Any fabrication of reinforcing members before receipt of the approved shop drawings shall be at this Subcontractor's risk. R-J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-1 a Hampshire Council of Governments al Hampshire County Courthouse Main Street Entrance Steps&Repairs II IIS D. Samples: Submit samples of materials specified herein as may beat, requested by the Architect. • E. Inspection and Test Reports: Submit reports to the Architect and Building Department for the inspection of the placing of the reinforcing steel. Submit results of concrete tests as specified under Testing and Inspecting"paragraph, and submit weekly temperature reports. Joint Locations: Submit location of construction joints, contraction joints and isolation joints to Architect for approval. G. Concrete Design Mix: Submit proposed concrete design mix, air dry weight and durability factor for approval. All concrete to be 4000 psi at 28 days.. 1,03 SUBSTITUTIONS A. Substitutions for materials or products identified herein shall be in "P accordance with Section 01630. LO4 DELIVERY, STORAGE AND HANDLING .A. Be completely responsible for the safe handling, unloading, receipt and protection of all material delivered to the jobsite. Cement and aggregates to be stored at the site in such manner to prevent . deterioration, or intrusion of foreign matter. B. Store reinforcement steel on wood skids to protect it from weather, oil, earth and damage from trucking or other construction operations, cit C. All forms shall he stored in a neat manner and orderly fashion, Y! protected from the weather and abuse. ':E D. All materials shall be stored to prevent damage from the elements or other causes. E. Materials judged not acceptable for this project shall not be stored on the site, but shall be immediately removed from the site. 1.05 REGULATORY REQUIREMENTS iii A. Local building codes, laws and regulations govern all work. Adhere to where mandatory, specifications and drawings to the contrary notwithstanding.Where required by municipal ordinances, give notice to the proper municipal authorities and pay any costs and/or fees for inspection. R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-2 I Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs • 1.06 QUALITY ASSURANCE A. Concrete work will be subject to detailed inspections and tests at site and at mixing plant.These inspections and tests will be made by an inspection agency representing and paid for by Owner. B. Facilitate the work of, and cooperate with, the agency inspectors at all .. times. C. Retaining of inspection agency by Owner will in no way relieve this Subcontractor of his responsibility for proper design mixing, placing, curing and finishing of concrete. 1.07 SEQUENCING/SCHEDULING an A. Order materials so that they will be delivered to the jobsite in increments conforming to the construction sequence. Cooperate and coordinate with trades performing work under other sections affected by concrete vis work herein. 1.08 TESTING AND INSPECTING OF REINFORCING STEEL r A. Inspection of the placing of reinforcing steel by an inspection Laboratory designated and paid for by the Owner shall include a check for size, bending, spacing, location, firmness of installation and surface condition of all reinforcing steel prior to placing of concrete. Records of all inspections shall be submitted to Architect and Building Department as soon as they are performed during the progress of the work, not later than 3 days thereafter. B. Notify Inspectors when reinforcing steel is in place. Do not place concrete until inspections have been completed, and all deficiencies reported by inspector have been corrected to Inspector's satisfaction. 1.09 TESTING CONCRETE r A. Supply concrete required for test cylinders, slump, segregation, or other field tests which an Inspector designated and paid for by the Owner ., may deem necessary. If field tests performed by the Inspector show excessive slump or other violations of the specification,the entire batch of concrete from which the samples in question were taken shall be rejected for use and shall be removed from the site at no additional cost to the Owner. r R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300.3 r Hampshire Council of Governments aral Hampshire County Courthouse Main Street Entrance Steps&Repairs q B. During the progress of the work, compression test cylinders in the field 9 shall be made in accordance with ASTM C31. Each test shall consist of one Laboratory control cylinder.Three cylinders shall be taken from alternate truck loads but only two will be selected to be tested. C. Cylinders selected to be tested shall be delivered to a testing laboratory designated by Owners Representative, and tested in accordance with ASTM C192. Costs incidental to testing shall be paid by Owner. Standard age of tests shall be 7 and 28 days. D. Testing Laboratory shall submit 3 copies of all reports to Architect and ,. Owner. Reports shall be submitted as tests are completed. , r E. Source of supply of cement and aggregate shall not be changed during the course of the job without previous notice to Architect and Owner, *' and the material from any new source shall be subject to acceptance or rejection as based on tests to be made by Testing Laboratory at this Subcontractor's expense. F. Should the average strength of test cylinders fall below required S strength, Architect may require changes in proportions to apply to the remainder of the work and will require load tests at this Subcontractor's '..4 expense on the portion of the structure containing concrete, which falls +W to develop the required strength. Load tests shall conform to requirements of ACI-318. ,n G. Defray the costs of repairing all damages, including damage to S mechanical equipment,resulting from load tests. H. Compression testing shall be in accordance with ASTM C39. rY q PART 2 - PRODUCTS 2.01 CEMENT AND MATERIALS A. Only one approved brand or manufacturer shall be used on this project for each type of cement. B. Portland Cement shall conform to ASTM C150, Type I or IL All concrete ii to be 4,000 psi, Min 28 day strength. C. Water: Clean potable, not detrimental to concrete conforming to requirements stated under ASTM C94. +ti R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-4 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 2.02 CONCRETE AGGREGATES so A. Concrete aggregates shall be natural conforming to ASTM C33. Where aggregates conforming to these specifications are not obtainable, aggregate that has shown by test or actual service to produce concrete xi of the required strength, durability, water-tightness and wearing qualities may be used. as B. Maximum size of aggregate shall be not larger than one fifth(1/5)of the narrowest dimension between sides of the forms of the member for which concrete is to be used, nor larger than three-fourths (3/4) of the minimum clear spacing between reinforcing bars. r C. Should the aggregates normally available in project locality possess unusual characteristics, additional restrictions may be imposed at the r option of Architect. Maximum size limit may be raised at the option of Architect wherever design permits good workmanship with a coarser aggregate. 2.03 ADMIXTURES A. Air entraining admixtures shall conform to ASTM 0260. B. Note: Pozzolans, such as clays,fly ash, pumicite,etc., shall not be used as a cement substitute for concrete mixes under these specifications. C. Water-reducing admixtures shall conform to the requirements of ASTM C494, Types A, D, E and F, equal to"Daracem-55"by W.R. Grace, • approved by the Architect. Note: Type G shall not be used. D. Non-chloride accelerators shall be in accordance with ASTM C494, Type C,equal to "Daraset"by W.R. Grace,approved by the Architect. 2.04 METAL REINFORCEMENTS A. Note: AR metal reinforcement and tie wires she be free of flaking or scale, rust, grease, or coatings of any character which would tend to reduce or destroy bond strength. • B. Reinforcement steel shall be billet steel deformed bars,uncoated finish conforming to ASTM A615, Grade 60. C. Welded wire fabric or cold-drawn wire for concrete reinforcement shall conform to ASTM A185 with 65,000 psi yield strength. Welded wire fabric shall be supplied in flat sheets: rolls will not be accepted. W R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-5 i S 4 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs D. Tie Wires: Shall be minimum 16-gage annealed type. 11 2,05 MISCELLANEOUS ITEMS A. Metal Chairs and Spacers: Shall be in accordance with CRSI recommendations and be either zinc-coated or plastic type. Provide concrete pedestals for chairs at blotter layer to prevent embedment. kk aktii B. Grout: Non-Shrinking, Master Builders'"Masterflow 713", U.S. Five Star, or equal. C. Premolded Joint Material: ASTM D994, preformed types, as approved. 2.06 CONCRETE DESIGN MIXES S A. Strengths,Slump and Cement Factors: Concrete shall be proportioned and mixed for a 28-day compressive strength as noted on the drawings =_ when tested in accordance with ASTM C39, and shall conform to ASTM Y C94 as follows. Maximum Slump Max.Water-Cement Prior to Addition of Any Water Ratio, lb. of Water Type of Concrete Location per lb. of Cement Reducing Admixtures ■ 3000 psi Natural All areas unless Aggregate otherwise noted. 0.577 a 4 B. Slump: All concrete containing high-range water-reducing admixture (super-plasticizer)shah have a maximum slump of 9"unless otherwise approved by Architect. Concrete shall arrive at job site at a slump of 2" to 3", be verified by inspection agency,then the high-range water- a reducing admixture shall be added to increase slump to approved level. All other concrete shall have a maximum slump as indicated above. C. Reduction of Cement Factor: During the course of construction if it appears that cement factors may be reduced and still achieve the specified strengths, a revised mix design shall be submitted for approval. Contractor shall state a unit price at which this reduction in cement will be credited to Owner. Water-reducing admixtures may be R.J. Farah Engineering,Inc CAST-1N-PLACE CONCRETE 03300-6 S ai r yy Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r used once.There will be no retemping of the mix with additional „r water-reducing admixture. U. Entrained Air: All concrete shall contain a maximum of 4 to 6%of entrained air, E. Testing: This Subcontractor, at his own expense, shall have an independent testing laboratory prepare the design mix as specified r above.All procedures and tests to conform strictly with ASTM C192 and ASTM C39. P. Testing Laboratory: Shall in accordance with ACI-214, establish a ` curve representing the relationship between water-cement ratio and average 28-day compressive strength. This data shall be applied to establish the cement factor necessary to obtain required design .. strength. Curve shall be established by at least four points, each point representing average values from at least four test specimens. Laboratory shall recommend a mixture wherein allowances have been made for anticipated fluctuations of materials and methods employed ` within the limits of the specifications. (3. Maximum Water-Cement Ratio: Used in the concrete for the work, as r determined from the curve, shalt correspond to a strength which is at least 15 percent greater than that for the required strength. H. Proposed Design Mix: Shall be checked for strength by preliminary compression tests at least 35 days prior to commencement of work Tests shall consist of at/east four(4)6"x 12"cylinders.One cylinder shall be tested at 7 days and two at 28 days. Hold one for future break if r required. 28-day cylinders shall show a strength at least 15% higher than the strength designated.Accurate records shall be kept of materials and proportions used so that satisfactory mixes can be r obtained in concrete work. I. Unacceptable Testing: Testing system called "Pad Cap"shall not be used. J. Cylinders: ASTM C31 requires that 6"x 12"cylinders shall be used for testing, 4"x 8"cylinders shall not be used. ` K. Note: In lieu of the procedure specified above, a previously used mix, meeting an requirements specified herein, may be submitted for approval.Architects approval will be based on reliability of ready-mix r supplier and documentation of proposed mix. R.J.Farah Engineering,Inc CAST-IN-PLACE CONCRETE r 03300-7 r 0. Hampshire Council of Governments n Hampshire County Courthouse +' Main Street Entrance Steps&Repairs s • PART 3 - EXECUTION 3.01 EXAMINATION S A. Verify that anchors, seats, plates,reinforcement and other items to be j cast into concrete are accurately placed, positioned securely and will not cause hardship in placing concrete. B. Verify requirements for concrete cover over reinforcement in accordance with ACI-318. 3.02 PREPARATION ii A. Before concrete placing is begun, the place of deposit shall be fully prepared. Be responsible for seeing that all work which will be embedded is complete. Pour stops or bulkheads shall be in place:all reinforcement, including dowels, shall be secured in proper location prior to concrete placement. B. Forms shall be cleaned and thoroughly wetted. Reinforcing steel and previously placed concrete at pour stops shall be wetted. In freezing weather all surfaces shall be heated above the freezing point and kept free of frost, snow and ice. C. Reinforcement shall be free from loose mill scale, rust, form oil, -1 concrete splatter and other extraneous coatings at the time it is -u embedded in the concrete. 3.03 FORMWORK ERECTION A. Formwork shall be designed for the loads, lateral pressure and allowable stresses outlined in Chapter 1, Design, of ACI-347 and for �ag design considerations,wind loads, and other applicable requirements of Y the controlling state and local building codes and conform to tolerance limits listed in ACI-301, Chapter 4,Section 4.3, B. Forms shall conform to the lines, dimensions, profiles and shapes of concrete indicated on drawings for members. Forms shall be tight to prevent leakage of concrete, shall be securely braced and maintained in ^; position to prevent any possibility of movement after concrete is poured, and shall insure safety to workmen and the public. C. Concrete exposed to view shall have metal ties detached 1-inch back ..d from the exposed concrete surface and holes filled with cement mortar and rubbed immediately after removal of the forms. R.J.Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-8 y S 17 Hampshire Council of Governments • Hampshire County Courthouse Main Street Entrance Steps&Repairs w D. All exposed surfaces of concrete are required to have a smooth finish and this finish shall be attained by the use of plyform,or equal, or wood forms with lining to produce a uniformly smooth finish on a0 exposed surfaces. r E. Design and engineering of formwork, as well as its construction, shall be the responsibility of this Subcontractor. F, Earth cuts shall not be used as forms for vertical surfaces. as G. Forms shall be removed in a manner to insure the complete safety of the structure. In no case shall the supporting forms or shoring be r removed until the concrete members have acquired sufficient strength to support safely their weight and the loads thereon. Be responsible for the safety of the construction after removal of the forms. 3.04 REINFORCEMENT PLACEMENT A. All reinforcement shall be bent cold. Minimum radius of the bends shall be in accordance with ACI-318 standards. B. Place reinforcement accurately in position shown. All reinforcement y shall he rigidly wired in place with adequate spacers and supported on chairs.At blotter layer, provide approved pedestals at chair locations, spaced at the rate of one per 10 square feet as required to keep reinforcing steel at its proper locations. Chairs and all other accessories near or in contact with the exposed surfaces of the concrete are to be zinc-coated or of the plastic type. Cleaning, bending, and placing reinforcement shalt be in accordance with the ACI-301, Chapter 5, ,r Sections 5.4 and 5.5. Securely fasten and support to prevent displacement before and during placing. C. Electric conduits shall be run so as to rest below slabs in the concrete • construction. D. Details of concrete reinforcement and accessories not covered herein �. shall be in accordance with ACI-315. 3.05 PLACEMENT OF INSERTS AND FASTENING DEVICE - A. Refer to various sections of these specifications to determine items furnished by other trades which are to be embedded into all concrete work. Items shall be installed in accordance with manufacturer's details, approved shop drawings, drawing locations and details. Items which are not specified under other sections shall be furnished by this Subcontractor. M R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-9 w Hampshire Council of Governments Hampshire County Courthouse al Main Street Entrance Steps&Repairs VI B. In general, install dovetail slots, anchors, inserts, reglets, hangers, flashing, metal ties, angle guards, bolts, other fastening devices, and sleeves as shown on the drawings, including other work requiring , building-in to receive work of other trades. All work shall be properly located in cooperation with other trades, and secured in position before concrete is placed. Placing of such items shall not interfere with the placing or alignment of steel reinforcing. ,11 C. Anchor bolts shall be installed as per the requirements of the AISC Code of Standard Practice, Section 7.5.Anchor bolts shall be secured in position prior to placement of concrete. D. Dovetail slots shall be furnished by this Subcontractor, spaced 2'-0" on centers in locations shown on structural and architectural drawings. 3.06 MEASURING, MIXING AND PLACING CONCRETE 3 A. Concrete shall be measured, mixed, and placed in accordance with �I ACI-304R Ready mixed concrete shall conform to ASTM C94. Maximum time allowance from plant to pour shall be 60 minutes. �g B. Concrete shall be of such consistency and composition that it can be �y worked readily into the corners and angles of the forms and around the reinforcement without permitting the materials to segregate or free water to collect on the surface. C. Re-tempering of concrete which has partially hardened, that is mixing with or without additional cement, aggregate or water, will not be 'w permitted. D. Placing operations shall be organized to proceed without delay when +� once started. Methods and equipment as recommended in ACI-304R shall be employed. Equipment for conveying and depositing concrete shall be selected to handle mixes stiff enough to satisfy the requirements of this specification. rk ail E. Rate of placing shall be such that concrete is plastic at all times. Concrete which has lost more than half its original slump shall not be used. No re-tempering by addition of water will be permitted. F. Cold joints shall be avoided by frequent relocation of chutes and hoppers so that concrete is brought up in numerous shallow lifts with nearly horizontal surfaces, each lift being vibrated or worked into union with previous lifts. Y A R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-10 S Hampshire Council of Governments • Hampshire County Courthouse Main Street Entrance Steps&Repairs r G. Concrete shall be deposited from chutes, hoppers or buggy as close as r possible to its final position to reduce segregation by re-handling or flowing. H. Schedule operations to avoid buggying over concrete less than 28 days • old, I. Varying the mix in which a greater slump occurs will not be acceptable. • Responsibility for concrete quality relevant to strength and durability shall be maintained by this Subcontractor. For normal weight concrete pumped, slump must be as previously specified in concrete design mixes. • J. Placement of horizontal concrete shalt be at a rate not faster than concrete can be properly leveled and compacted; and at point of final r, repose, directly ahead of the screed bar, vibrating mass just ahead of the screed. Screed twice, the first to strike a full, rough level and move the concrete mass ahead. Follow this with necessary filling of low areas and another screeding to final level Remove any puddles of"soup", pull screeds and screed supports, fill all depressions, and tamp with flat surface or mesh; tamp only enough to embed coarse aggregate to permit finishing, a maximum 1/8", allowing as much time between aft tannings as weather conditions will allow. K. Consolidation of concrete shall be done in accordance with ACI-309. Consolidation shall be accomplished with the aid of heavy-duty mechanical vibrators operated by mechanics especially trained in their use. Internal vibrators shall not be used to transport concrete in forms or to spread concrete deposited in piles for slabs.Vibrators shall be am operated only after surface of concrete has been brought sufficiently level so that horizontal flowing does not result from their operation, L. Construction Joints, Pour Lines and Stoppages: Rate and method of • placing concrete and arrangement of construction joint bulkheads shall be such that concrete between construction joints shall be placed in one continuous operation. Reinforcing shall continue through all construction i joints in walls. No horizontal construction joints will be permitted in concrete walls. See drawings for wall construction details.When new concrete is to be jointed to existing concrete or concrete which has set, the bond surfaces of the set concrete shall be suitably roughened and • then thoroughly cleaned of all loose materials, drenched with water and coated with neat cement mortar or an approved bonding agent. 3.07 COLD WEATHER CONCRETING R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 0330011 r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs A. Follow the recommendations of ACI-306R and these specification requirements. B. Provide equipment and methods adequate to protect concrete in place from low temperatures. Equipment shall be such as to maintain temperature within the concrete above 50°F for 7 days. Methods of Y protection may consist of insulation.enclosures with temporary heat, depending on the temperature and subject to the Architects approval. Equipment for cold weather shall be on the job ready for use whenever two consecutive day temperatures fall below 40°F. it C. Maintain and submit weekly reports on temperature as follows: 1. Outside air temperature at the job in the morning, at noon, and at the end of each workday. 2. Air temperature, at 4-hour intervals, inside enclosures whenever temporary heat is applied. 3. When insulation alone is used for protection of concrete, concrete temperature shall be measured by thermometers inserted into wells in the concrete twice a day, ,.3 i D. Temporary heat devices shalt be operated with special care, to protect against concentrations of heat or the direct contact with combustion gases.Salamanders radiating heat are preferred to blowers.All yl surfaces within the enclosure shall be kept soaking wet for curing and fire protection. E. No calcium chloride shall be used. 3,08 HOT WEATHER CONCRETING id A. Follow the recommendations of ACI-305R and these specification requirements. B. Special care shall be taken to avoid rapid evaporation of moisture from concrete during placing operations in warm weather. Operations shall be shaded from the direct sunlight or scheduled to avoid the hottest part of the day. On windy days, drying shall be retarded by windbreaks. rt C. Curing shall be accomplished by preventing loss of moisture, rapid --1 temperature change, and mechanical injury from rain or flowing water. Curing shall be started as soon after the placing and finishing as free water has disappeared from the surface of the concrete. Forms shalt be .y kept continually wet and if removed before the end of the curing period, I>e curing shall be continued as originally started.Concrete,after forms are ai removed, shall be kept continuously wet for at least 14 days after pouring. JY R.J.Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-12 S • ■ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs D. Maintain and submit weekly reports of the amount of concrete poured. Reports shall also include air temperature and forms, 3.09 REPAIRING DEFECTIVE WORK r A. Any concrete which is not formed as shown on drawings or for any reason is out of alignment, or level, or shows a defective surface, shall r be considered as not conforming with the intent of these specifications, shall be a subject for rejections,and shall be removed by this Subcontractor at his expense unless otherwise approved by Architect. 'st B. Immediately after removing forms,when permissible, all concrete surfaces shall be inspected and any pour joints, voids, stone pockets or other defective areas shall be patched before concrete is thoroughly r dry; lie holes shall be patched before concrete is dry. C, Any voids or irregularities found on exposed concrete, either inside or outside of the building are to be pointed with mixture of 1 part cement obi and 2 parts of sand very soon after removing forms; honey-combing is to be picked out wherever same is loose or easily removed and repaired by specified pointing procedure. fis 3.10 LEVELING, FLOATING AND TOLERANCES A, Wood or metal screeds shah be installed in areas to receive concrete at intervals not over 1M-01 on centers to properly level poured concrete.All .� screeds shall have a straight-edge top, shall be installed prior to placing of concrete and shall be firmly anchored. B. Screeds shall be removed 1 hour after concrete has been leveled and the voided spaces filled with concrete; any irregularities in the joint line shall be leveled with a wood float and all laitance removed. r C. Level using only wood or resin impregnated canvas composites or magnesium surfaced leveling floats; plastic float blades shall not be used. Use only magnesium floats on lightweight concrete. Allow to r stand until water sheen disappears from surface. Power float surface to even surface, producing levels or slopes indicated on drawings. Surface tolerance to be true to within 1/8"in 10'-01, any direction. Follow with troweling or other finishes as specified. s R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-13 Nil r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 1 D. Unless otherwise noted, all concrete, after having set sufficiently so that 'y floating and leveling operations do not bring water or excess fine v materials to the surface, are to be given 2 steel trowelings. 111 SCHEDULE OF FINISHES A. Note: This subcontractor shall confer with the Architect to determine the concrete areas scheduled to receive the architectural finishes to assure proper concrete finishes. 3.12 CURING A. Protect adequately from injurious action by sun, rain,flowing water, and mechanical injury for a period of at least 14 days after placing. Curing operations shall commence after concrete has attained its initial set by not later than 10 hours after placing. Curing to be by one of the following methods using those which are compatible with required final finishes as specified hereinafter. B. Wherever unusual temperature or other conditions occur, at the direction of Architect, modify or augment the methods described, or adopt additional protective measures as directed. C. Water Curing by Saturated Coating Method: Concrete surfaces- kept ,r continuously wet by covering with water, by continuous spraying, or by covering with burlap, cotton mats, or other approved material thoroughly saturated with water and kept wet by intermittent hosing. D. Water Curing by Waterproof Paper and Sheeting: After wetting S surfaces covered with approved reinforced Kraft paper, vinyl or polyethylene sheeting not less than 0.004" thick or Kraft paper coated with not less than 0.002"thick plastic sheeting. Surfaces completely covered with edges and ends lapped at least 4" and sealed by heat, with approved mastic or pressure-sensitive tape. Sheeting,weighted or otherwise held in place against displacement, and tears or holes appearing during the curing period, immediately repaired. I E. Note: No curing compound shall be used on concrete surfaces. '+ Yi 3.13 CUTTING AND PATCHING OF WORK A. Do all cutting,fitting or patching of concrete work that may be required -- to make its several parts come together properly and fit it to receive or S be received by work of other Subcontractors shown upon, necessary, or R.J. Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-14 111 • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps S Repairs reasonably implied by, drawings and specifications for completed v structure, and he shall make good after them as Architect may direct. B. Any cost caused by defective or ill-timed work shall be borne by the party responsible thereof. W C. Do not endanger any work by cutting, or otherwise altering the work, nor cut or alter the work of any other Subcontractor save with consent of Si Architect. 3.14 CLEAN-UP ea' A. Rubbish, debris and all other matter caused by work of this section shall be removed daily away from the premises. Remove all forms and equipment after work is completed. a END OF SECTION 03300 w r • R.J.Farah Engineering,Inc CAST-IN-PLACE CONCRETE 03300-15 r r • nt.. rs ri +5771n. ra r.r1 %l rm.le r;,•71 flI r!li ,"7,1 r7,11 r711 ! !S Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs 4. SECTION 04010 HISTORIC MASONRY RESTORATION AND STONE RESTORATION auf (FILED SUB-BID REQUIRED, COMBINED WITH SECTIONS 04510 and 04860) PART 1 —GENERAL 1.01 GENERAL PROVISIONS a. A. Section 04010—Historic Masonry and Stone Restoration, Section 4200 Masonry, Section 04510-Historic Masonry Restoration and Section 04860 Stone Veneer Assemblies are jointly stipulated as a Filed Sub-Bid under the form for General Bid. Y B. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within DIVISION 1 - GENERAL REQUIREMENTS, which are hereby made a part of this Section of the Specifications. C. Time, Manner, and Requirements for Submitting Sub-Bids: -. 1. Sub-Bids for work under this Section shall be for the complete work and shall be filed in a sealed envelope with the Owner at a time and place as stipulated in the Advertisement. The following shall appear on the upper left- hand corner of the envelope: NAME OF SUB-BIDDER: a. PROJECT: Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Stairs& Repairs SUB-BID FOR SECTION: 04010—HISTORIC MASONRY RESTORATION .. 1. Each Sub-Bid submitted for work under this Section shall be on forms furnished by the Owner, as bound herein accompanied with the required bid deposit a. D. Sub-Sub-Bid Requirements: None required under this Section. ., D. Reference to Drawings: Work to be performed is shown on Drawings, review entire set of Drawings to determine scope of work. 1.02 SUMMARY A. Section Includes: Work of this Section consists of installing all materials furnished under this Section, including all equipment, labor, services, and incidental items required to complete work as shown on Drawings and specified in this Section. 1. 04510—Historic Masonry Restoration 2. 04860—Stone Veneer Assemblies W Boston Bay Architects, Inc. 04010-1 HISTORIC MASONRY AND STONE RESTORATION w Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs • 1.03 SUBMITTALS A. Product Data, Samples, Shop Drawings, Test Reports, Certificates, and Warrantees: 1i1 1. Collect all submittals from Sections, and 04510 and 04860. 2. Verify all submittals are complete as specified in each Section of Filed Sub-Bid Section 04010. • 1.04 TEMPORARY FACILITIESp :s' A. Weather Protection: 1. Submit requirements to General Contractor for temporary enclosures to permit Historic Masonry Restoration work to be carried on during November through March in compliance with MGL Chapter 149, Section 44D(G),within 30 calendar days after Award of Contract. 2. Weather protection is defined as temporary protection of work which might be adversely affected by moisture, wind, and cold, and which requires covering and enclosing Historic Masonry Restoration work areas to retain heat. B. Heating: Submit requirements to General Contractor for heating to permit Historic ,1 Masonry Restoration work to be carried on during November through March in 4 compliance with MGL Chapter 149, Section 44D(G), within 30 calendar days after Award ri of Contract. C. Lifts and Hoists: 1. Submit requirements to General Contractor for lifting and hoisting when lifting and hoisting exceed 8 ft. in height, to deliver Historic Masonry Restoration materials and equipment to work areas from delivery vehicles, within 30 calendar days after Award of Contract; all lifting and hoisting below 8 ft. shall be performed as work of this Section. 2. Removal of crating, packaging, and wrapping of Historic Masonry Restoration material to be performed as work of Section 04010. 3. Waste materials related to crating, packaging, and wrapping of Historic Masonry Restoration materials to be delivered to General Contractor for removal from Project site. . D. Scaffolding and Staging: Submit requirements to General Contractor for staging and scaffolding when exceeding 8 ft. in height, required to perform installation of Historic Masonry Restoration materials and equipment at work areas , within 30 calendar days after Award of Contract; all scaffolding and staging below 8 ft. shall be performed as work of this Section. -11 PART 2—PRODUCTS 2.01 MATERIALS A. Refer to Section 04510—Historic Masonry Restoration B. Refer to Section 04860—Stone Veneer Assemblies r d;z Boston Bay Architects, Inc. 04010-2 HISTORIC MASONRY AND STONE RESTORATION 4 V Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs PART 3—EXECUTION 3.01 INSTALLATION Si A. Refer to Section 04510— Historic Masonry Restoration B. Refer to Section 04660— Stone Veneer Assemblies END OF SECTION i an r r r Boston Bay Architects, Inc. 04010-3 HISTORIC MASONRY AND STONE RESTORATION 1 V.,7511 Mr. MP Mt r. TANft'.4411 :5711 r,-7511 !: . ni rni ! !:t rt " Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs MY SECTION 04510 HISTORIC STONE/MASONRY RESTORATION AND CLEANING (Part of Filed Sub-Bid Section 04010) PART 1 GENERAL 1.01 RELATED DOCUMENTS A- Sub Bid requirements:As provided under Section 04010- HISTORIC MASONRY AND w STONE RESTORATION FILED SUB-BID REQUIREMENTS and supplemented under the Bidding Requirements, Contract Forms,and Conditions of the Contract, and applicable parts of Division 1-GENERAL REQUIREMENTS. B. Examine all Sections of the Specifications for requirements,which affect work of this Section whether or not such work is specifically mentioned in this section. C. The Work of this filed Sub-Bid includes all individual specification sections listed in Section 04010. ., 1.02 SUMMARY Section Includes: Work of this Section consists of installing all materials furnished under this Section, including all equipment, labor, services, and incidental items required to complete work as shown on Drawings and specified in this Section. All work to conform to The Secretary of the Interiors Standards for the Treatment of Historic Properties. A. 1. Temporary relocation and on site storage of stair and wall granite stones masonry. Restoration consists of the following, performed in sequence: '+ a. Testing existing mortar to develop samples for restoration mortar uses. b. Removing masonry for re-laying to match existing construction and pattern. c. Removing all stair materials, and masonry rubble infill, arid clearing rubble from interior to create suitable earthwork for new reinforced concrete foundation. d. Preparing photographic color survey showing numbered stones, and condition masonry report for each wall elevation and steps, Architect acceptance required of survey before beginning existing masonry removal and restoration work. e. Re-laying salvaged existing masonry to match original construction arid mortar color. f. Repair of abandoned core drilled holes in masonry by masonry restoration mortar, Color of patch to match existing. Color mortar samples required. 2. Restoration mortar work, consisting of: a. Use mortar composition and strength found elsewhere in this Section. In preparing custom mortar for rebuilding and pointing existing masonry work, with new mortar to match specified mortar and red color for general masonry brick, brownstone and gray mortar for precast stone bandings or other architectural masonry. Final mortar shall have CONCAVE joint finish throughout the work. b. Preparing restoration mortar samples for verification of match to existing in-place masonry mortar based on testing results for color, texture, light reflectance, and Boston Bay Architects. Inc. 04510 - 1 HISTORIC STONE/MASONRY RESTORATION AND CLEANING z Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs I other physical properties from the mortar analysis. c. Replacement of five units of cracked masonry to match existing in form, texture and historic color. i 3. Removing and salvaging masonry from existing construction, consisting of: a. Removing all existing anchors, pins, dowels, and other elements from existing masonry areas indicated to be rebuilt. 4. Supporting existing masonry above area to be re-laid,consisting of either. a. Erecting supports under existing masonry to remain in place during re-laying to fit prevent shifting, slipping, or displacement of existing masonry which could cause damage to existing masonry. 5. In general, provide the following:Masonry cleaning,to provide complete removal of soil, biological growth,tar, oil, paint,and stains from stone surfaces to provide uniformly clean surfaces without blotches, streaks, runs, overly cleaned areas, or any other type of spotty or uneven appearance after completing cleaning processes and 4 with no resulting damage or deterioration of underlying stone masonry and mortar materials,consisting of: ,. a. Removing all plant growth from existing masonry walls. + b. Removing general soiling and staining from existing masonry, using chemical and detergent cleaners and pressurized water rinsing. c. Removing all biological soiling from existing masonry surfaces, using wooden �} scrapers, chemical cleaners, biocides, and pressurized water rinsing. d. Removing iron and copper stains from existing masonry, using chemical stain removers and poultice stain removers, followed by pressurized water rinsing. e. Removing efflorescence from existing masonry, using chemical cleaners. followed pressurized water rinsing;if efflorescence recurs after general cleaning, apply poultice stain removers to remove efflorescence. g. Applying residual biocide treatment to existing masonry surfaces after cleaning is completed. 6. Re-laying dismantled and salvaged masonry. consisting of: a. Rebuilding existing dismantled masonry facades, using restoration mortar, to sound and securely-anchored condition by using stainless steel back-up ties '? secured to back up wall three feet on center, every three feet in height,with tri plastic cell weeps at bottom of masonry wail every three foot on center, b. Installing new anchors, pins, and dowels in masonry facades as indicated on Drawings for re-laid masonry. c. Tooling masonry restoration with concave mortar finish to match existing for S color, composition, and profile. d, Where existing stones below grade are salvaged.Contractor to clean surfaces, and cut stones to sizes required to fit into original ashlar stone pattern. Cut stones to be assembled onto concrete shelf. Cut stones to fit into ashlar pattern of stones above shelf footing. Concrete shelf footing to be approx. 6 " below finished Grade. Coordinate proposed cutting of stone shapes with -. Architect. >! 7. Masonry Contractor to provide all labor and materials for: -u masonry repointing, brick replacement to include stainless steel ties, weeps, necessary miscellaneous equipment and materials, necessary equipment, rain canopy protecting work completed in place when working under inclement Boston Bay Architects, Inc. 04510-2 HISTORIC STONE/MASONRY RESTORATION AND CLEANING -s i r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs weather,dumpsters,and storage trailers for temporary storage of materials. B. Definitions: 1, Repointing: Process of raking out (removing) mortar and replacing it with new mortar. 2. Repairing: Process of making existing units as nearly new as possible. 3. Cleaning Masonry: Process to remove dirt, discoloration, or other objectionable surface conditions, 4. Matching: Selection of replacement materials having same style, texture, color and color range, and size as existing materials using installation processes to match adjacent areas. 1,03 SUBMITTALS A. Product Data: B. 1. Submit manufacturer's published technical data for each product to be used in work of this Section, including recommendations for application and use. 2. Include test reports and certificates verifying that product complies with specified requirements. r 3. Submit manufacturers published technical data for each cleaning product to be used in work of this Section, including recommendations for application and use, test reports and certificates verifying products comply with specified requirements, arid Material Safety Data Sheets (MSDS)for each cleaning product and for each other chemical product proposed for use in work of this Section. B. Samples: 1. Pointing Mortars: s a. Submit cured mortar samples set in 1/2 in. x 6 in. plastic or aluminum channels for approval of color and texture. b. Provide samples to match existing mortar composition and color for mortar of -. brownstone masonry and mortar for granite masonry. 2. Sand for Pointing Mortars: a. Submit 1 lb. sample of each type of sand proposed for use in pointing mortars. b. Include sieve analysis with sample, 3. Anchors, Inserts, Dowels, and Attachments: Samples of each type specified and proposed for use. 4. Flashing: 6 in. sq. sample of sheet metal flashing. r C. Shop Drawings: 1. Stone Removal and Rebuilding: Submit complete shop drawings that show all details of bedding, bonding,jointing, anchoring, flashing, and other essential aspects of stone removal and rebuilding work, including, but not limited to following: a. Prepare diagram of each piece of masonry to be removed, cleaned,stored, and re-laid, including showing dimensions and setting number for each piece .. of removed stone. b. Ensure drawings include details showing where masonry was removed to ensure masonry is re-laid in exact position in re-laid facade. C Show new through-wan flashing and show anchoring of masonry associated as with installation of flashing. 2. Contract Drawings and Photographs: a. Drawings and photographs prepared by Architect are two-dimensional representations of three-dimensional objects and do not show all surfaces. b. Perform work on all surfaces of existing conditions to be matched, Boston Bay Architects, Inc. 04510- 3 HISTORIC STONE/MASONRY RESTORATION AND CLEANING Hampshire Council of Governments s Hampshire County Courthouse Main Street Entrance Steps&Repairs A D. Certificates: 1. Qualification Data: a. Submit qualification data,for restoration specialty firm and employees specified in Quality Assurance Article, demonstrating that both firm and employees have capabilities and experience complying with requirements specified. b. For restoration specialty firm and foreperson, provide list of min. five completed projects within Boston, Springfield Metropolitan Region, similar in size and scope to work required for Project. �t c. For each project, list project name, address, architect, conservator, supervising preservation agency, scope of contractor's work, and other specified information. �yy d, Submit information with Filed Sub-Bid. 2. Waste Disposal Program: Before beginning masonry cleaning operations, submit description of proposed materials and methods for collection, treatment, and disposal S of wastes resulting from cleaning operations. sid 1.04 QUALITY ASSURANCE A. Qualifications: 1. Restoration Specialist: Masonry restoration firm who: a. Performs testing and preparation of restoration mortars and is regularly engaged in preparation of restoration mortars matching historic mortars. b. Performs masonry cleaning work and is regularly engaged in cleaning masonry on historic buildings. a c. Performs masonry repainting wed(and is regularly engaged in repointing masonry on historic buildings. d. Performs masonry restoration work for stone, including brownstone and granite, and is regularly engaged in restoring masonry on historic buildings. e. Documents successful performance and timely completion,to Owner's satisfaction, of min. 10 projects of similar scope and type within previous 5 years for work on buildings designated as Landmarks by local governmental 4 authorities, buildings listed on National Register of Historic Places, or listed on State Register of Historic Places. f. Employs restoration foreperson and mechanics skilled in masonry restoration work. g. Will not employ subcontractors,unless approved in writing by Architect. h. Will employ same foreperson for duration of work and will not discharge person unless performance is deemed unacceptable. h. Employs mechanics certified as fully competent to perform work of this Section and who fully understand Project requirements. Understands that Architect's acceptance or rejection of work performed for this Section provides no allowance for workers' incompetence or lack of skill. Yi 2. Restoration Foreperson: Employee of rnasonry restoration firm who: a. Has capability to directly supervise mortar preparation, masonry cleaning, and masonry repointing. b. Has experience equal to or greater than that required of restoration firm, c. Is assigned to and at Project site daily for duration of work of this Section to directly supervise and observe work being performed by restoration mechanics S for restoration specialty firm. Boston Bay Architects, Inc. 04510-4 HISTORIC STONEtMASONRY RESTORATION AND CLEANING Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs ✓W 3. Restoration Mechanics: Employees of masonry restoration firm under direct supervision of restoration foreperson, who: a. Have capability to prepare restoration mortar and are thoroughly experienced with restoration materials and methods specified in this Section. b. Have capability to perform masonry cleaning to extent specified in this Section. c. Have capability to perform masonry repointing to extent specified in this Section. d. Have each restoration mechanic successfully complete specified samples of representative types of work, in presence of Architect before working on 'W Project; unsuccessful performance in preparing samples is grounds for rejection of technician for work on Project. b. Documents successful performance and timely completion, to Owner's r satisfaction, of min. 5 projects of similar scope and type within previous 10 years for work on buildings designated as Landmarks by local governmental authorities, buildings listed on National Register of Historic Places, or listed on State Register of Historic Places. 4. Chemical Cleaner Manufacturer Qualifications: Firm regularly engaged in producing masonry cleaners that have been used for similar applications with successful results, r and having factory-trained representatives who are available for consultation arid Project-site inspection and assistance at no additional cost to Owner. B. Special Requirements of Regulatory Agencies: Perform work of this Section in accordance ✓ with federal, state, and local laws and regulations. C. Cleaning Performance: 1. Before beginning any masonry cleaning or repainting work, submit work program for ✓ proposed cleaning and repointing of each type of masonry and for each condition. 2. Program to include, but not be limited to: ✓ a. Cleaning: Detailed description of materials, methods, tools, and equipment for each type of masonry cleaning specified. b. Protection: Detailed description, including drawings and diagrams, of proposed materials and methods of protection for preventing harm, damage, or deterioration caused by work of this Section to all persons (whether or not involved in work),building elements,materials, and finishes,surrounding landscape and site, and environment, including air and water. r 3. Schedule of Masonry Cleaning: a Before beginning cleaning operations, submit complete detailed schedule for specified quality control panels and for completion of masonry cleaning, "' b. Provide schedule in visual form and in 8-1/2 in. x 11 in. printed format. c. After cleaning operations begin, submit updated schedule weekly. d. Provide Owner with min. 48 hours written notice of any changes in weekly es schedule for masonry cleaning. 4. Waste Disposal Program: Before beginning cleaning operations, submit written description of proposed materials and methods for collection,treatment, and disposal IOW of wastes resulting from cleaning operations. 5. Daily Log: Submit copy of daily log to Architect each week. r D. Alternate Cleaning Methods: 1. If restoration specialist firm proposes to use alternative cleaning procedures and Boston Bay Architects, Inc. 04510- 5 HISTORIC STONE/MASONRY RESTORATION AND CLEANING Hampshire Council of Governments Hampshire County Courthouse iiii Main Street Entrance Steps&Repairs •t± i Y products to those specified and Architect gives preliminary approval after reviewing required submittals, create additional quality control panels for alternative cleaning M-, methods to: a. Demonstrate capability of proposed alternative products and procedures to produce specified cleaning results. is b. Use as comparison to prepared quality control panels specified in this Section. di 2. Prepare additional quality control panels at no additional cost to Owner. 3. Do not use any alternate cleaning method until alternative cleaning methods have II been approved by Architect. E. Reference Standards: 1_ U.S. Department of the Interior, National Park Service,Technical Preservation Services for Historic Buildings, Preservation Briefs: a. Brief 1,Assessing Cleaning and Water-Repellent Treatments for Historicir Masonry Buildings, Robert C. Mack, FAIA and Anne Grimmer. di b. Brief 2, Repointing Mortar Joints in Historic Masonry Buildings, Robert C, Mack, FAIA, and John P. Speweik. c, Brief 6, Dangers of Abrasive Cleaning to Historic Buildings,Anne E.Grimmer. d. Brief 38, Removing Graffiti from Historic Masonry, Martin E. Weaver. c. Brief 42, The Maintenance, Repair and Replacement of Historic Cast Stone, Richard Pieper. W 2. U.S, Department of the Interior. National Park Service, National Center for Cultural Stewardship & Partnership Programs, Heritage Preservation Series, The Secretary of the Interiors Standards for the Treatment of Historic Properties. di 3. Commonwealth of Massachusetts, Massachusetts Historical Commission, Massachusetts Preservation Projects Fund, Local Project Coordinator's Manual. `. 4 1.05 DELIVERY, STORAGE,AND HANDLING A. Delivery: M 1. Do riot deliver materials to site until approved by Architect and only after MSDS sheets for products and materials have been submitted and are available in '3 Contractor's on site office. 4 2_ Deliver and store materials in manufacturers original seated containers or packaging, clearly labeled with manufacturer's name, address, and product identification, _„ including grade, type, and color. 3. Immediately reseal containers after partial use. 4 4. Discard and remove from site any deteriorated or contaminated materials or products which have exceeded their expiration dates; replace with fresh materials. -s 1 B. Storage: 1. Store materials in spaces designated by Owner. 2- Ensure spaces comply with pertinent federal, state, and local laws,codes, and regulations. 4111 3. Ensure spaces are locked and inaccessible to those not employed to perform work of this Section, except Owner's Representatives. g 4_ Maintain temperatures in storage spaces within range recommended by manufacturer 4 of material being stored in each case. 5. Protect liquid components from freezing. it Boston Bay Architects, Inc. 04510-6 HISTORIC STONE/MASONRY RESTORATION AND CLEANING r' Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 6. Store products and materials min.4 in.above floor and protect from water,dampness, or high humidity. w 7, Deliver, store, and handle products and materials to prevent damage,deterioration, or degradation and intrusion of foreign material. 8. Discard and remove deteriorated or contaminated materials from site; replace with fresh materials. 1.06 PROJECT!SITE CONDITIONS A. Knowledge of Site: 1. As condition of submitting Bid, restoration specialty firm shall visit Project site to become thoroughly familiar with specific conditions related to requirements for work of this Section. 2. Submission of Bid for work of this Section as Sub-Sub-Bidder to Masonry Filed Sub- Bidder to General Bidder shall be considered acknowledgment that restoration w, specialty firm has: a. Visited site and has become thoroughly familiar with site conditions. b. Compared site conditions with requirements of this Section and can perform work specified. r B. Daily Log: 1. Maintain daily log on site and make available for inspection to Architect. 2. For masonry cleaning operations, record following in daily log: a. Temperature at beginning and ending of workday. b. Daily weather conditions. orb c. Whether masonry was wet or dry before beginning work- d. Personnel on site to perform masonry cleaning. e. Areas of masonry cleaned, including procedures used. f. Areas of cleaned masonry, which were inspected and approved by Architect. g. Frequency of replacement of particulate filters and ion exchange cartridges. h. Other relevant information affecting results of masonry cleaning. MP C. Material Safety: 1. Ensure that chemical materials used for masonry restoration and cleaning are safe for use and comply with applicable federal, state, and local laws and regulations. 2. Do not allow any use of any prohibited materials in masonry cements or masonry mortars. w D. Environmental Requirements: 1. Perform masonry restoration and cleaning work only when temperature of products being used and air temperature and humidity comply with manufacturer's requirements and requirements of this Section; in case of conflict, comply with most stringent requirements for use of materials. 2. Mortars -Cold Weather Work: Do not mix or use mortars when air or masonry a temperature is below 40 deg. F or when temperature is expected to drop below 40 deg, F within 48 hours of mortar application, unless Architect has approved both work proposal for cord-weather masonry work and specific masonry work to be performed in _ each instance. 3. Mortars-Hot Weather Work: W Boston Bay Architects, inc. 04510-7 HISTORIC STONE/MASONRY RESTORATION AND CLEANING Hampshire Council of Governments P Hampshire County Courthouse Main Street Entrance Steps&Repairs rfs a, During hot weather,protect restoration mortar work from premature or too- rapid cure using dampened fabric coverings. b. Protect masonry repair and mortar-joint pointing when temperature and W humidity conditions produce excessive evaporation of water from mortar and patching materials. 's c. Provide artificial shade and wind breaks and use cooled materials as required. d. Do not apply mortar to substrates with temperatures of 90 dag. F and above. 4. Water Use-Cold Weather Work: a. Do not perform any masonry cleaning work that wets masonry materials or cause them to be wet, when ambient temperature is below 40 deg. F or when air or masonry temperature is expected to drop below 40 deg. F within 72 >n hours. b. Coordinate placement of all precautions necessary to protect building and materials from freezing. G. Do not begin any work when any part of wall or materials in use are frozen or subject to freezing. 5. Cement and Lime Mortars: .' a, Prepare and use only when substrate and ambient air temperatures are between 40 deg. F and 90 deg. F. i b. Protect installed mortar by approved methods when exposed to sunlight and when temperature is above 80 deg. F. '. i17 6. Remove all masonry work determined by Architect to have been damaged by freezing conditions and rebuild to specified requirements to Architects satisfaction at no additional cost to Owner. 7. Instruments for Measuring Temperature: a. Maintain accurate instruments for measuring temperature at project site to allow assessment of conditions at various locations on building during masonry cleaning work. b. Measure temperature before beginning and during progress of work of this Section as required ensuring compliance with all specified conditions for masonry cleaning. E. Observation and Inspection of Ongoing and Completed Work: "y 1. Allow Architect access for observation and inspection of ongoing work and for inspection for approval of completed work. 2. Provide Architect access to within 3 ft. of each and every area of masonry surfaces .v that have been cleaned; no approval of cleaning will be given before Architect is provided with access to cleaned surfaces. ii 3. If restoration specialty firm moves scaffolding or staging before providing Architect with access to within 3 ft. of each and every cleaned masonry surface, reinstall scaffolding or staging to provide for close-up inspection by Architect at no additional cost to Owner. F. Protective Measures: 1. Protection of Persons: S a. Take all measures necessary to protect persons, whether or not involved with work of this Section, from harm caused by work of this Section. b. Erect temporary protective covers at points of entrance and exit to building and maintain in place during performance of masonry cleaning work when work occurs around or above entrances and exits. i Boston Bay Architects, Inc, 04510 -& HISTORIC STONE/MASONRY RESTORATION AND CLEANING r' IF Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs r c. Provide temporary enclosures, barricades,signage, and other forms of protection to prevent persons, except properly protected cleaning personnel, from coming in contact with cleaning materials. 2. Protection of Building: a. Protect all building elements and finishes from damage or deterioration caused ` by masonry cleaning or repointing work using all means necessary. b. Repair any damage to materials or finishes resulting from work of this Section to satisfaction of Architect, at no additional cost to Owner. 3. Adjacent Materials: a. Protect adjacent materials including, but not limited to: masonry, metals, glass. paint, and sealants, from cleaning solutions or restoration mortar mixes that "' might damage such materials. b. Repair or replace materials damaged as result of work of this Section to Architect's satisfaction, at no additional cost to Owner. r 4. Spread of Cleaning Solutions: a. Do not perform masonry cleaning during winds of sufficient force to spread cleaning solutions to unprotected surfaces. "' b. Stop cleaning operations when winds may carry chemicals, rinse water, or run-off from chemical cleaning to unprotected areas. r 5. Window and Door Openings and Other Penetrations in Building Facade: a. Use appropriate measure to prevent cleaning solutions, restoration mortars, and waste products from entering behind building skin at penetrations in skin. b. Provide reversible temporary seals that will prevent water, cleaning chemicals, lo' or restoration mortar materials from entering openings and that will not damage or deteriorate substrate. c. Remove temporary seals after completing cleaning operations. d. Restore substrates to original condition existing before installation of temporary seal. e. If water, chemicals, or chemical fumes or odors penetrate building skin or it restoration specialty firm is made aware that water, chemicals, or chemical +� fumes or odors are penetrating to buildings interior, stop cleaning operations immediately; do not proceed with any cleaning operations until cause of infiltration has been eliminated. r 6. Protection of Surroundings: a. Protect adjacent buildings, site, landscape features, public rights-of-way, motor vehicles, and other surrounding elements from damage and deterioration ti resulting from masonry cleaning and repointing work. b. Collect and dispose of runoff from cleaning and repointing operations using legal means and in manner that prevents soil erosion, undermining of paving and foundations,damage to sidewalks, water penetration into building interiors, and any harm to buildings, landscape elements, and natural bodies of water or water table. c. Provide troughs and gutters to direct runoff resulting from masonry cleaning and repainting operations to approved collection and filtration locations. 7. Staining: a. Prevent grout or mortar from repointing or rebuilding operations from staining face of masonry to be left exposed. b. Protect sills, ledges, and projections from mortar droppings due to repointing or gis Boston Bay Architects, Inc. 04510-9 HISTORIC STONEIMASONRY RESTORATION AND CLEANING Hampshire Council of Governments S Hampshire County Courthouse Main Street Entrance Steps& Repairs rebuilding operations. c. Immediately remove grout or mortar contacting existing masonry to prevent staining masonry. r 8. Protection from Rain: a. Protect repointed joints using heavy waterproof sheeting to prevent direct ri rainfall or other precipitation hitting masonry surfaces for mitt 24 hours after mortar has been applied. b. Protect base of walls from rain-splashed mud and mortar splatter by covering ground and wall surface. !4 G. Collection and Disposal of Waste Products: 1. Collect, contain, test, and dispose of solid and liquid wastes in accordance with .44 applicable federal, state, and local laws and regulations. 2. Provide gutters and troughs to collect runoff from cleaning and repointing operations for pretreatment before disposal; do not allow waste materials from cleaning operations to flow or drop onto adjacent roofs, setbacks, sidewalks, plantings, soil, or structures. 3. Direct waste materials to collection vessels for treatment. 4. Neutralize ail cleaning and repointing waste products to pH of between 5.0 and 9.5; ay propose specific methods and materials for neutralization in waste disposal program submission. 5. Dispose of masonry cleaning and repointing runoff by legal means that prevent *fit erosion,undermining,damage to plant material, and water penetration into building- i 6. Install protection and waste collection systems before general cleaning and repointing begins. 7. Test all drains and other water removal systems to ensure that they are functioning 4 properly before cleaning and repointing operations begin;notify General Contractor immediately if any drains or systems are stopped or blocked; do not begin work of this Section until drains are in good working order. 8. Provide filtration to prevent suspended solids, such as masonry residue, from entering sit drains and drain lines. 9. Clean out any drain or drain line that becomes blocked or filled with sand or other solids as result of work performed under this Section. Wt PART 2 PRODUCTS 2.01 MATERIALS 4 A. General: 1. Grade and Quality: Provide materials conforming to requirements of this Section, new, free from defects, and of recent manufacture. 2. Ready-Mixed Products: a. Wherever ready-mixed product is specified for use, ensure containers bear labels giving exact formula of mixture. S b. Obtain certificate from manufacturer guaranteeing formula,with product subject to chemical analysis by laboratory selected by Architect, at no additional cost to Owner. 4,4 l c. Comply with material manufacturer's instructions for use of products, including surface preparation, mixing, applying, drying, and similar use and application requirements. d. In case of conflict with requirements of this Section, use more stringent requirements for Project. Boston Bay Architects, Inc. 04510- 10 HISTORIC STONE/MASONRY RESTORATION AND CLEANING S Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs B. Restoration Mortar 1, Existing Mortar Composition: 'r a. Tests have been performed and have determined that existing mortar composition is 1:2:7-1/2/cement:lime:sand. New mortar composition to be applied: 1:2:4/cement lime; sand,with gray and red color dyes added to mix to match Phase ii mortar colors within stone and brownstone coursing. ` b, Additional testing to verify mortar composition is responsibility of Contractor. 2, White Portland Cement: Type I, ASTM C150. as 3. Portland Cement: a. Type I or Type II, ASTM C150, nonstaining. b. Do not use masonry cement. 4. Hydrated Lime: ASTM C207, Type S. r 5. Sand: a. Clean sharp sand, free of loam, silt, soluble salts, organic matter, and other deleterious substances and Grade Din compliance with ASTM C144. b. When mortar is to match existing mortar, select sand or other aggregate to - provide mortar matching color and texture of original mortar, with minimum addition of pigment. c. Mix sand and aggregates as required to provide mortar matching original la, mortar. 6 Water: Clean and free of substances deleterious to mortar and masonry. r`' 7, Pigments: a Stable,nonfading,alkali-resistant natural and synthetic iron and chromium oxide pigments, compounded for use in mortar mixes. b. Use only pigments with record of satisfactory performance in masonry mortars. c. Color: As selected to match original mortar color as determined by testing with red-reddish color to be used for brownstone(max, 4 parts red added to mortar composition)and gray color to be used for granite. d. Product: Davis Colors Model True Tone Mortar Colors, Lafarge Corp. Model Centurion Pigments, Solomon Grind-Chem Model SGS Mortar Colors. C. Pea-Stone Concrete Stabilization Mix: 1. For use in foundation stone wail core-fill stabilization. a. Provide 3000 PSI, 1:2:4/cement; lime: sand, Type S masonry strength with pea stone/Portland cement/sand/lime blend using gray as standard color. Pressure grout injection methods must be capable of filling all smaller existing void spaces after careful washout of debris, (with fine or coarse mix)within the stone foundation walls. Submittals required. 2. Additional testing to verify existing mortar/stone composition is responsibility of Contractor. a D. Cleaning Chemicals and Materials: 1, Cleaner for Granite and Brownstone Masonry: r a. Product: Diedrich Technologies Inc. Model Diedrich 101. b. Alternative Acceptable Manufacturers: Armix, Rinker Materials Corp. Boston Bay Architects, Inc. 04510- 11 HISTORIC STONE/MASONRY RESTORATION AND CLEANING a Hampshire Council of Governments S Hampshire County Courthouse Main Street Entrance Steps& Repairs 2. Cleaner for Removing Ferrous Stains from Granite and Brownstone Masonry: a. Product: Diedrich Technologies Inc. Model Diedrich 940 Iron& Manganese Stain Remover. /z b. Alternative Acceptable Manufacturers: Armix, Rinker Materials Corp. 3. Biological Growth Inhibitor: Sit a. Product: Cathedral Stone Products Inc. Model D2 Architectural Antimicrobial. b. Alternative Acceptable Manufacturer: ProSoCo Model BioKlean, Microtech Model Biocide 35x. 4. Water for Cleaning: a. Clean, potable, free of oils, acids, alkalis, salts, organic matter, soluble and insoluble iron, and other substances detrimental to surfaces being cleaned and nonstaining. b. Obtain water from building water supply and install distribution pump to provide water at locations for work of this Section. 5. Particulate Filter a. Provide 5-micron particulate in-line filter for filtering water supply used for masonry cleaning, Lie b. Replace particulate filter as required to provide filtered water with max, 5 sii micron particles at pressure and flow rate specified. 6- Water Softening System: lit a. Provide in-tine ion exchange water softening system for water supply used for misting and rinsing masonry after cleaning. b. Replace ion exchange water softening canisters regularly to manufacturer's recommendations for amount of water treated and chemical composition of ri water. c. Manufacturer: Culligan, lonac, Purolite. r D. Low-Odor, Solvent-Type Asphalt/Tar Remover: 1. Manufacturer's standard low-odor,water-rinsable solvent-type gel formulation, containing no methanol or methylene chloride,for removing applied asphaltic/tar coatings from all masonry where found on budding. S 2. Product: American Building Restoration Products Inc. Model 800 No Lye Grip'N Strip or Super Bio Strip Gel or Super Bio Strip Paste, Dumond Chemicals Inc. Model Peel Away 6, ProSoCo Model Enviro Klean NMC or Enviro Strip#3. E. Anchors and Attachments: Provide anchors and attachments of type and size required to '3 support dimension stonework and fabricated from following metals for conditions and anchors indicated below: Fabricate anchors from hot-dip galvanized-steel, ASTM A36 for materials and ASTM A123 for galvanizing finish, temper as required to support loads imposed without '' exceeding allowable design stresses. 2. Threaded Fasteners: a. Heavy hexagon structural bolts, heavy hexagon nuts,and hardened washers. b. Use carbon-steel bolts, nuts, and washers; ASTM A307, Grade A for bolts: ASTM A563, Grade A, for nuts; and ASTM F436 for washers; all hot-dip or mechanically-zinc-coated. 3. Self-Drilling Screw System Anchor: i Boston Bay Architects, Inc. 04510 - 12 HISTORIC STONE/MASONRY RESTORATION AND CLEANING i r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs a. ACI 530 Code-compliant using type suited for substrate, one-piece barrel screw with slotted barrel to receive triangular stainless-steel tie. r b. Barrel: 92 percent zinc alloy, Zamac 2. c. Screws: Zinc electroplated, twice-coated and baked. d. Barrel Length: Sufficient to penetrate insulation thickness and min. 1-1/2 in. r into substrate. e. Product-Steel Stud: Heckmann Building Products Inc. Model Pos-I-Tie Self Drilling Screw. f. Product- Concrete or CMU: Heckmann Building Products Inc. Model Pos-I- r Tie Tapcon Screw. g. Product- Structural-Steel: Heckmann Building Products Inc. Model Pos-I-Tie Dril-It Screw, h. Alternate Acceptable Product(tie anchor plate attached to substrate using epoxy anchor bolts for concrete or CMU and self-drilling screw bolt for steel, complete with neoprene gasket behind plate): Dur-O-Wal (Dayton Superior Co.), Hohmann & Barnard no. r 4, Dowel Anchors: Min. 3/8 in. die, F Metal Flashing: 1. General: a. ASTM A240, Type 304, 2D finish (dull, cold-rolled), min. 0.0187 in. thick, except as otherwise noted or specified. r b. Shop-fabricate work to greatest extent possible, obtaining field measurements for accurate fit before shop fabrication. c. Custom-fabricate stainless-steel sheet metal flashing and trim to comply with SMACNA's Architectural Sheet Metal Manual recommendations that apply to design, dimensions, metal, and other characteristics of item indicated. d. Fabricate sheet metal flashing and trim without excessive oil canning, buckling. and tool marks and true to fine and levels indicated, with exposed edges folded �. back to form hems. e. Fabricate for waterproof and weather-resistant performance; with expansion provisions for running work, sufficient to permanently prevent leakage, damage,or deterioration of work. f. Form work to fit substrates, g. Comply with material manufacturer instructions and recommendations for forming material. r 2. Solder for Stainless-Steel: ASTM 332, Grade Sn60,with acid flux of type recommended by stainless-steel sheet manufacturer. 3, Elastomeric Sealant: ASTM C920, elastomeric polyurethane polymer sealant; of type. grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. r 4. Reglets: a. Surface-Mounted-Type: Provide with slotted holes for fastening to substrate, with neoprene or other suitable weatherproofing washers, and with channel for r sealant at top edge. b. Concrete-Type; Provide temporary closure tape to keep reglet free of concrete materials, special fasteners for attaching reglet to concrete forms, and guides r to ensure alignment of reglet section ends. c. Masonry-Type: Provide with offset top flange for embedment in masonry mortar joint. Boston Bay Architects, Inc. 04510- 13 HISTORIC STONE/MASONRY RESTORATION AND CLEANING r • Hampshire Council of Governments r Hampshire County Courthouse Main Street Entrance Steps& Repairs 5. Seams: a. Fabricate nonmoving seams in accessories with flat-lock seams. b. Tin edges to be seamed, form seams, and solder. 6. Sealed Joints: Form nonexpansion but movab're joints in metal to accommodate lit elastomeric sealant to comply with SMACNA recommendations. 7. Expansion Provisions: Where lapped or bayonet-type expansion provisions in work cannot be used,form expansion joints of intermeshing hooked flanges,min. 1 in, Wi deep, filed with elastomeric sealant concealed within joints. 8. Fasteners and Cleats: 1i a. Conceal fasteners and expansion provisions where possible on exposed-to- view sheet metal flashing and trim, unless otherwise indicated. b. Fabricate cleats and attachment devices from same material as accessory _} being anchored or from compatible, noncorrosive metal. ri c. Thickness: As recommended by SMACNA's Architectural Sheet Metal Manual for application, but not less than thickness of metal being secured. 9. Continuous Through-Wall Flashing: oil a. Provide for locations, including under masonry copings, at story-height shelf angles, and at sills and lintels of horizontal ribbon windows, b. Fabricate continuous fleshings min, 96 in. long, but not exceeding 12 ft long, sections, under copings, at shelf angles, and where indicated, i 10. Discontinuous Through-Wall Flashing: a. Provide for locations, including sills and lintels for punched windows, doors, louvers, and wall-penetrating construction. b. Fabricate discontinuous lintel, sill,and similar flashings to extend 6 in. beyond each side of wall openings. c. Form with 2 in. high end dams. G. Miscellaneous Materials: L Epoxy Adhesive for Attaching Anchors and Direct Pinning: a. High-modulus, high-strength, moisture-insensitive,two-component, 100 percent solids, epoxy resin adhesive with viscosity similar to petroleum jelly. b. Product: Sika Corp. Model Hi-Mod Gel. •4. c. Alternate Acceptable Manufacturers: Edison Coatings Inc. Model Flexiweld (i 520-T, Simpson Strong-Tie Co. 2. Paint for Existing Ferrous Anchors Indicated to Remain: High solids content zinc-rich primer recommended by manufacturer for application to hand-tool cleaned steel. 3. Rubble Infill: a. Provide materials for replacement of displaced or missing rubble infill, as j required for complete installation, b. Payment of rubble infill will be made by unit price payment based on per cubic foot(pcf)unit of measurement. W 2.02 EQUIPMENT AND TOOLS A. Water and Chemical Cleaning: 1. Provide all equipment and accessories to distribute water at pressures and flow rates required for masonry cleaning. ii Boston Bay Architects, Inc. 04510- 14 HISTORIC STONE/MASONRY RESTORATION AND CLEANING re r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 2. Pressure Pumps: a. Provide pumps capable of producing water flow at rate of 6 gpm at pressure of IAN 800 psi at nozzle on end of hose. b. Fit pumps, or combination of pumps, with pressure-reducing valves, to ensure capability of providing water at steady pressure and flow rate to provide pressures from 300 psi to 800 psi. c. Fit pumps with pressure gauges; remove all pumps not having working pressure gauges from site and stop masonry cleaning work until pumps are been replaced with pumps having working pressure gauges. ., 3. Cleaning Pressures; a. Provide maximum pressures specified and lower pressures, as required, to avoid damaging masonry, metals,and sealants. b. If any building material is damaged or deteriorated by water rinsing, °1 immediately stop masonry cleaning work. c. Do not begin pressure rinsing again until water pressure and flow rate have been adjusted to avoid damage to building materials, 4. At Architect's option, cleaning procedures, including cleaning chemical, chemical dilution, and dwell lime may be altered as required based on site conditions. 5. Perform masonry cleaning to match approved quality control panels. 6. If initial cleaning is unacceptable to Architect and does not match approved quality control panels, reclean areas as directed by Architect to achieve match to approved quality control panels. 7. Work of masonry cleaning on each masonry surface shall not be considered complete ✓ until Architect has inspected and accepted cleaned masonry surface and then notified restoration specialist in writing of acceptance of cleaned surface that matches approved quality control panels. r B. Masonry Repointing: 1. Hand Tools: Chisels, hammers, and mallets. a. Chisel Thickness: Max. 5/8 times joint width extending back from tip of chisel to min, 2 times depth at which chisel will be inserted into joint for chisels used to remove mortar from mortar joints. b. Special Tools: Provide special knives or special thin cutter blades for use in r joints less than 1/8 in. wide, 2. Power Tools: Small, hand-held electric grinders with diamond or abrasive. ✓ 2.03 MIXES A. Restoration Mortars: 1. General: ✓ a. Measure mortar ingredients carefully so proportions are controlled and maintained throughout all work periods. b. Mix mortar in approved type of power-operated batch mixer,with mix time as ✓ required to produce homogeneous plastic mortar, min, 5 minutes, consisting of approximately 2 minutes for mixing dry materials and min. 3 minutes for final mixing after water has been added. c. Use minimum amount of water to produce workable consistency for mortar's intended purpose. d. Where mortar or grout is required in small batches of less than 1 cu. yd., and Boston Bay Architects, Inc. 04510. 15 HISTORIC STONE/MASONRY RESTORATION AND CLEANING AO Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs Architect approves, mix mortar by hand in clean wooden or metal boxes selected for mortar mixing, only when mixing boxes and methods of mixing and transferring mortar are approved of by Architect. ai e. After mixing, allow mortars for pointing or setting to sit for 20 minutes before using to allow initial shrinkage and place mortar in final position within 2 hours of mixing; do not allow any retempering of partially-hardened material. f. Do not add any additives or admixtures other than those specified. g. Do not add any chlorides or aggressive corrosive chemicals, 2. Mortars for Setting and Pointing Masonry: a. Comply with ASTM C270, Standard Specification for Mortar for Unit Masonry. -Y b. Adjust mortar mixes before and during construction in accordance with preconstruction conformance testing, field testing, and evaluation results performed by Architect. c. Two color pigment dyes, red and gray colors to be added to mortar mix to match mortar colors and patterns installed on Phase II masonry work. PART 3 EXECUTION f 3.01 EXAMINATION A. Documentation: 1. Carefully record positions of all stones to be removed on drawings prepared for purpose. 2. Assign matching identification marks on drawings and removed stones. 3. Record overall dimensions of masonry to be dismantled and thickness of all joints iY before dismantling. 4. Submit drawings for review by Architect and make necessary corrections before re- laying masonry. 5. Record methods of reinforcement, anchorage, and all other construction elements and details necessary to re-lay masonry to sound condition. 3.02 PREPARATION A. Mortar Removal: '$ 1. Hand Tools: a. Use hand tools to remove mortar from joints when joints are less than 6 in. long and from all other joints where use of power tools might cause damage to masonry units. b. Use hand tools to complete mortar removal from joints where power tools have I been used to partially-remove mortar. c. For narrow joints(118 in. or less width),rake mortar from joints manually with sharp knife blade or cutter made for purpose; cutter may he used with or without aid of hammer. d. Sharpen chisels hourly to minimize masonry chipping. 2. Power Tools: a. After receipt of written authorization from Architect and after successful demonstrations of skill of mechanics, use of power may be allowed to partially- remove mortar from horizontal joints in masonry and from joints longer than 6 in.,where there is no danger of cutting into adjacent masonry units. b. To determine ability of mechanics, have mechanics proposed to use power Yi Boston Bay Architects, Inc. 04510- 16 HISTORIC STONE/MASONRY RESTORATION AND CLEANING S ✓ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs tools, demonstrate skill in handling power tools with no damage to masonry surfaces. Milli c- Failure to demonstrate to satisfaction of Architect that each worker is proficient in use of power tools for mortar removal and that power tool joint preparation does not result in damage to masonry to remain shall result in prohibition of ✓ power tool use for joint preparation. d. If proficiency is not demonstrated or work performed using power tools results in damage to masonry to remain, suspend use of power tool and continue mortar joint preparation using hand tools. r 3. Limitations on Use of Power Tools: a. Do not use power grinders on joints less than 3116 in. wide or less than 6 in, long or where projections, ornament, or other surface irregularity might make so damage to masonry units possible. b. Use power grinder only to score one kerf in center of each joint to depth of mortar removal required; remove remaining mortar using hand tools. r c. Stop kerfmg operations min, 4 in.from inside corners and projecting elements: remove remaining mortar using hand tools. d. Where demonstrated to achieve mortar removal results acceptable to Architect, construct jigs to guide power tools and to prevent damage to r adjacent masonry. Any saw cut into exisitn masonry will be replaced with exact matching masonry brick or pre cast stone. ✓ 4. Cleaning Mortar Joints: a. Remove loose mortar and foreign material from raked joints using fine, stiff natural bristle brush. b. Remove remaining particles, dust, and dirt using filtered, oil-free compressed air, c. Ensure that dust and dirt are not blown back into previously-cleaned joints. 5. Repair or replace masonry units damaged during joint preparation process to satisfaction of Architect at no additional cost to Owner. B. Dismantling Existing Masonry: ✓ 1. Before beginning any work, ensure all stories to be dismantled are carefully documented photographically and identified in shop drawings for submission to Architect for approval. r 2. Disassemble masonry in locations shown on Drawings. 3. Rake bed joints for full thickness using approved techniques. 4. Maintain each stone securely in place during entire process of removing old mortar from joints. r 5. Take care to not damage arises or surfaces of blocks, 6. If damage occurs, stop work and change methods and personnel, as required,to continue dismantling masonry without damage to exposed surfaces. 7. Immediately on removal of stones to be salvaged for reuse. label each stone block in location concealed in rebuilding process using number corresponding to number on drawings. 8. Carefully remove all mortar remaining on stone blocks to be reset, using approved ✓ methods that do not damage planes or arises, 9. Carefully remove all existing ferrous anchors, fasteners, dowels, and other elements used to hold stones in place and,where necessary, drill out anchor using masonry bit r 1/8 in. larger in diameter than existing hole created by embedded metal, 10. After removing ferrous anchors and other elements, clean holes left in masonry using compressed air. r Boston Bay Architects, Inc. 04510 - 17 HISTORIC STONE/MASONRY RESTORATION AND CLEANING r alallir a Hampshire Council of Governments ii{ Hampshire County Courthouse Main Street Entrance Steps&Repairs siiii 11. Where necessary,cut holes for lifting stones for ail stones weighing more than 100 lbs., where such holes do not exist; do not place holes closer than 1-1/2 in. to finished a faces, 3.03 INSTALLATION ili A. Cleaning Granite and Brownstone Masonry: Clean granite and brownstone masonry using materials and methods to match accepted materials and methods used to create approved 4 quality control stone work accepted by Architect. B. General Soiling and Biological Growth Cleaning: 1. Apply specified masonry cleaner mixed at rate of 1 part cleaner to 4 parts water. 2- Apply to surface and allow cleaner to remain on surface for 5 minutes. S 3. Agitate cleaner on surface by vigorously scrubbing, using nylon bristle brush. 4. In areas of heavy biological growth, scrape biological growth off masonry surfaces using wooden and plastic scrapers. 5. Pressure-rinse cleaned masonry surface using water applied at max. 800 psi pressure and max. 6 gpm flow rate using 25 degree fan tip nozzle. l 6. Repeat specified cleaning process as required to achieve uniformly-cleaned granite and brownstone masonry surface that matches approved quality control panel. ta C. Metal Stains Removal: 11 1. Clean masonry free of metal stains using chemical cleaners and pressurized rinsing. iii 2. Using pressurized water, prewet masonry wall surface to be cleaned and areas directly beneath masonry surfaces. 3. Brush-or spray-apply dilute solution of chemical cleaner. 4. Allow chemical to remain on surface for time period recommended by cleaning +i{ chemical manufacturer or as determined during testing on quality control panels. 5. Using cold water applied at max. 500 psi, rinse all traces of chemical and residue from `; masonry surfaces and areas directly beneath masonry surface. wi 6. Repeat specified cleaning process as required to achieve uniformly-cleaned granite and brownstone masonry surface that matches approved quality control panel. D. Plant or Biological Growth Removal: i 1. Remove plant or biological growth from masonry wall surfaces by general cleaning and pressure washing method specified in this Section, a 2. Where plant or biological growth remains on surface after completing cleaning Si operations, manually remove any residual plant or biological growth and, using synthetic bristle brushes, mechanically-scrub masonry surfaces from top of wall down to bottom of wall W E. Biological Growth Inhibitor: 1. Using brush, roller, or pump sprayer, apply undiluted chemical to cleaned and thoroughly-rinsed masonry surfaces. ` iii 2. Scrub masonry surface thoroughly with nonmetallic, short-fibered scrub brush, 3. Allow undiluted chemical to remain on masonry surface for 1 to 2 minutes, then apply additional chemical to maintain wet surface for 10 minutes. 4. Rinse masonry surface thoroughly with clean water applied at low-pressure(300 to iril 400 psi)to remove residue and chemicals, F. Efflorescence and Humid Stain Removal: 3 1. Where water stains and efflorescence exist, use taping knife or trowel to apply cellulose or clay poultice to stained masonry surface. ii Boston Bay Architects, Inc. 04510 - 18 HISTORIC STONE/MASONRY RESTORATION AND CLEANING • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs • 2. Prepare poultice by adding filtered water to clay or cellulose material to achieve paste- like consistency. • 3. Apply poultice to approximately 1/4 in. thickness and allow to remain on masonry surface for 24 hours, or until poultice is dry. 4. Use wooden spatulas to scrape dry poultice material from masonry surface discard all poultice materials. 5. Rinse all traces of poultice residue from masonry surface using pressurized cold water. 6. Repeat specified stain removal process as required to achieve uniformly-cleaned • granite and brownstone masonry surface that matches approved quality control panel. G. Water-Rinsable Chemical Asphalt/Tar Removal: 1. Apply thick coating of remover to asphaltic/tar-coated masonry with natural-fiber 'r" cleaning brush, deep nap roller, or large paint brush. 2. Allow remover to remain on surface for period recommended by manufacturer. 3. Agitate periodically with stiff-bristle brush. • 4. Remove chemical and asphaltic/tar coating residue by rinsing with water applied by medium-pressure spray. H. Masonry Rebuilding: 1. Stone Setting: a. Set all stone units accurately in accordance with approved setting drawings. b. Maintain setting of masonry true to line and level with all joints and anchor holes completely filled with mortar. c. After completing setting of all cut stone, point and finish joints as specified for pointing in this Section. Where required by conditions, and as shown on approved shop drawings,drill new holes to receive anchors, cramps, dowels, and similar setting materials; use methods that do not damage stone. 2. Install sheet metal flashing in locations shown on drawings. 3. Wedges: a. Use nylon wedges, as necessary, to secure proper setting of stone. b. Pack all bed joints tightly with mortar. • c. Clean wedges before using. d. Remove wedges before mortar has set hard. e. After removing wedges,fill holes full with mortar. 4. Maintain joint thickness in all cut stone work uniform and not exceeding existing joint thickness, unless otherwise specified. +� 5. Do not patch defects. 6. Redress or clean chips and stains on faces of stone; do not use any acid leaching no agent. 7. Rake mortar from face of joints to prepare for pointing. • I, Joint Tooling Pointing Mortar: 1. After final layer of mortar is "leather hard,"tool joints with flat rule jointer, or to profile as directed by Architect. 2. Tool joints to profile to match original joint profiles, as directed by Architect. 3. Solidly-compress mortar to ensure full adherence to masonry on both sides and to ensure formation of dense surface. sio Boston Bay Architects, Inc. 04510- 19 HISTORIC STONEMASONRY RESTORATION AND CLEANING 3 Hampshire Council of Governments 4 Hampshire County Courthouse Main Street Entrance Steps& Repairs ':1 a 4. Premature or late tooling will result in unacceptable finishes that will be rejected by Architect. 5. Duplicate existing finish on adjacent historic joints by brushing newly-pointed joints with nonmetallic natural fiber bristle brush to produce slight texture using methods accepted on control panel. '> J. Mortar Curing: j 1. Maintain newly-pointed joints damp for min. 48 hours after mortar has been applied in joints. 2. Do not apply direct stream of water to joints for min. 24 hours after mortar has been 4 placed. 3. Ensure masonry temperature is maintained as specified until mortar is thoroughly s' cured. a K. Cleaning and Repairing Newly-Placed Mortar Joints and cored drilled holes: 1. Water Washing: 4 a. Wash pointed masonry with clean filtered water and nonabrasive hand tools to remove mortar debris from masonry surfaces. .y b. Begin washing procedures within 48 hours after completing pointing. aiii c. Use blunt-edged wood scrapers, stiff natural bristle brushes, and rough towels with water to remove mortar debris; do not use wire brushes. 2. Repair of Pointed Joints: iii a. As cleaning progresses, examine joints to locate cracks, holes, and other defects; carefully point up and fill such defects with restoration mortar. b. If, in opinion of Architect, repairs are unacceptable, cut out joints and refill with pointing mortar;take extreme care to ensure that color matches that of original el pointing work. c. Exposed joint surfaces shall be free from protruding mortar, holes, pits, depressions, and other defects. eil 3. Corrective Measures: a. Should crack occur in newly-placed mortar joint surface or should mortar separate from masonry unit, cut out mortar and repoint following specified requirements to satisfaction of Architect. b. If Architect determines that any masonry pointing work does not equal or exceed minimum standard established by approved quality control panel, cut out mortar and repoint following specified requirements to Architects satisfaction. 1 4. Repair of Cored Drilled Holes: YI a. Repair cored drilled holes found in granite face stone or brownstone with use of Jahn masonry repair products or similar epoxy cement repair mortars. Match color of granite or brownstone. Architect to approve color before starting work. Use masonry Y backup material when size of hole is larger than one half inch in diameter. Use Execution standards as established in this Section for completing work. 3.04 ADJUSTING AND CLEANING • A. Final Cleaning: 1. After mortar has fully hardened, thoroughly clean exposed stone surfaces of excessii mortar and foreign matter; use wood scrapers, stiff-nylon or-fiber brushes, and clean water, spray-applied at low pressure. Y Boston Bay Architects, Inc. 04510 - 20 HISTORIC STONE/MASONRY RESTORATION AND CLEANING v +. Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 2. Do not use metal scrapers or brushes. 3. Do not use acidic or alkaline cleaners. ,,, 4, Wash adjacent woodwork and other non-masonry surfaces using detergent and soft brushes or cloths. 5. Sweep and rake adjacent pavement and grounds to remove mortar and debris and, where necessary, pressure-wash surfaces to remove mortar, dust, dirt, and stains. 6. Reclean any surface that does not have uniform clean appearance as required to match approved quality control panels. 7. Protect cleaned surfaces from dirt and soiling from other than normal atmospheric - pollution until Substantial Completion. S. Reclean any surfaces that become soiled to satisfaction of Architect at no additional cost to Owner. "' B. Correction of Work: Should Architect determine that any work does not comply with specified requirements and/or does not equal or exceed minimum standard established by approved quality control panel, remove work and replace as specified in this Section to Boston Bay a„ Architects, Inc,satisfaction_ END OF SECTION r rwlit OW S FY w r Y Boston Bay Architects, Inc. 04510 -21 HISTORIC STONE/MASONRY RESTORATION AND CLEANING w4,11 r"1 rn MAI Ir4.11 wwl "1 reiVI wt"11 rafril 71'9'1 rri ° j p ' ' • r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs nut SECTION 04860 STONE VENEER ASSEMBLIES (PART OF FSB 04010) • PART 1 —GENERAL 1.01 RELATED DOCUMENTS S A. Sub Bid requirements; As provided under Section 04010- HISTORIC MASONRY AND ., STONE RESTORATION FILED SUB-BID REQUIREMENTS and supplemented under the Bidding Requirements, Contract Forms,and Conditions of the Contract, and applicable parts of Division 1-GENERAL REQUIREMENTS. • B. Examine all Sections of the Specifications for requirements,which affect work of this Section whether or not such work is specifically mentioned in this section. �. C. The Work of this filed Sub-Bid includes all individual specification sections listed in Section 04010. 1.1 SUMMARY A. This Section includes stone veneer in the following applications: 1. Re-laying granite stone taken from existing stair walls and steps (per numbered stones) and place into new reinforced concrete back up wall, with same existing features anchored to concrete backup wail, installed in masonry veneer to replicate the existing wall, as shown on the Drawings. 2. Re-laying granite stone steps and stringer Cap stones, taken from existing stair (per numbered stones)and place into new reinforced concrete step wall.with same existing r features, anchored to concrete step wall, installed to replicate the existing steps. along with the existing hand rail, and new side hand rail, as shown on the Drawings. See Structural drawings r 1.2 SUBMITTALS r A. Product Data: For each type of product indicated. 1. For stone varieties proposed for use on Project, include data on physical properties specified. Mill B. Stone Samples: For each color, grade, finish, and variety of stone required. +. C. Colored Mortar Samples: For each color required and mortar specification.. D. Qualification Data: For Installer. W Boston Bay Architects, Inc. 04860- 1 STONE VENEER ASSEMBLIES Hampshire Council of Governments a Hampshire County Courthouse Main Street Entrance Steps & Repairs 1.3 QUALITY ASSURANCE A. Installer Qualifications: An installer who employs experienced stone masons and stone fitters who are skilled in installing stone veneer assemblies similar in material, design, and extent to fff those indicated for this Project and whose projects have a record of successful in-service performance. ,c2 at B. Mockups: Build mockups to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. Use numbered stones „v for mockup. 1 C. Build mockups for each type of stone veneer assembly in sizes approximately 36 inches long by 48 inches high by full thickness, including face and backup. 1.4 PROJECT CONDITIONS A. Protection of Stone Veneer Assemblies: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. B. Stain Prevention: Immediately remove mortar and soil to prevent them from staining the face of stone veneer assemblies, C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with +2 ice or frost. Do not build on frozen subgrade or setting beds. Comply with cold-weather construction requirements contained in Section 04200—Masonry. PART 2-PRODUCTS 2.1 STONE SOURCES A. Varieties and Sources: Subject to compliance with requirements, provide one of the following stone varieties from one of the following sources: B. Varieties and Sources: Subject to compliance with requirements, provide stone of the following variety and from the following source: I. Stone Type: Existing Dimensioned Ashlar Granite Stone, in profiles obtained from existing stones. 2. See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. 2.2 STONE A. If new stones are used to replace broken or cracke stones, use Building Stone Standard: ASTM C 568, classification as follows: .1 B. Provide stone from a single quarry for each grade, color, and finish of stone required. 1. Classification: II (Medium-Density). Building Stone Standard:ASTM C 568 2. Finish to match existing ashlar cut stones. r Boston Bay Architects, Inc. 04860-2 STONE VENEER ASSEMBLIES i �+ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs w 2.3 MORTAR MATERIALS A. Portland Cement as specified in Section 0400 (Filed Sub-Bid) 2.4 VENEER ANCHORS A. Materials: As specified in Section 04200 vor 15 EMBEDDED FLASHING MATERIALS ✓ A, Metal Flashing.: As specified in Section 04200. 2.6 MISCELLANEOUS MASONRY ACCESSORIES r A. Dampproofiag for Limestone: Cementitious formulations that are recommended by ILI and that are nonstaining to stone, compatible with joint sealants, and noncorrosive to veneer anchors and attachments. r 2.7 MASONRY CLEANERS A. Job-Mixed Detergent Solution: Solution of 1/2-cup dry-measure tetrasodium polyphosphate and 1/2-cup dry-measure laundry detergent dissolved in 1 gar of water. 2.8 STONE FABRICATION r A. General: Fabricate stone in sizes and shapes necessary to comply with requirements indicated, including details on Drawings. B. Gage backs of stones for adhered veneer if more than 81 sq. in_ in area. C. Finish exposed faces and edges of stone to comply with requirements indicated for finish and r to match approved samples and mockups. 2.9 MORTAR MIXES ✓ A. General: Mortar Mix shall be as specified in Section 04200- Masonry 1116 PART 3-EXECUTION 3.1 SETTING OF STONE VENEER, GENERAL A. Accurately place wall stones into the same positions taken out of the existing stone wall, beginning with'number one, amrk stome number one and color photograpg (201 x 30" size ,,, photo) with number one on photo recognizing specific shape and size of stone recorded to be removed before beginning demolition of stairs. Provide one ccolor copy to Architect for record. One color copy to be stored on site in office or trailer for future stone re-installation. +• B. Coat granite and concrete backup with asphalt dampproofing at existing stone building wall (storage room wall). C. Perform necessary field cutting as stone is set. Use power saws to cut stone. Cut lines straight and true,with edges eased slightly to prevent snipping. ✓ Boston Bay Architects, Inc. 04860- 3 STONE VENEER ASSEMBLIES r I Hampshire Council of Governments f Hampshire County Courthouse Main Street Entrance Steps & Repairs ty D. Arrange and trim stone for accurate fit in or on masonry with course heights to match existing stones in color photograph. E. Maintain uniform joint widths to match existing building joint widths. F. Install embedded flashing where indicated. G. Coat granite stones (at storage room wall)with dampproofing as follows: r 1. Stone at Grade: Beds, joints. and back surfaces to at least 12 inches above finish- grade elevations. Y 2, Stone Extending below Grade: Beds, joints, back surfaces, and face surfaces below grade. r 32 CONSTRUCTION TOLERANCES 1 A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch in 40 feet or more. For external corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more. t B. Variation from Level: For bed joints and horizontal grooves, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more. C. Variation of Linear Building Line: For position shown in plan,do not exceed 1/2 inch in 20 feet or 3/4 inch in 40 feet or more. 3,3 INSTALLATION OF ANCHORED STONE VENEER ASSEMBLIES Y� A. Anchor stone veneer to concrete with corrugated-metal veneer anchors as specified in Section 04200: aii 3.4 ADJUSTING AND CLEANING A. In-Progress Cleaning: Clean stone veneer assemblies as work progresses. Remove mortar fins and smears before tooling joints. B. Final Cleaning: After mortar is thoroughly set and cured, dean stone veneer assemblies as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. ■il 2. Protect adjacent stone and nonmasonry surfaces from contact with cleaner, 3. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by rinsing thoroughly with clear water, 4. Clean stone veneer assemblies by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised II, using job-mixed detergent solution. 5. Clean stone veneer assemblies with proprietary acidic cleaner applied according to manufacturer's written instructions. END OF SECTION 04860 ti Boston Bay Architects, Inc. 04860-4 STONE VENEER ASSEMBLIES r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs se SECTION 06100 ,r ROUGH CARPENTRY PART 1 —GENERAL r 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 0— Bidding Documents, Contract Forms and Conditions of the Contract and Division 1 — General Requirements, apply to the work of this Section. B. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. S 1.02 SECTION INCLUDES A. The work of this Section consists of furnishing and installing all rough carpentry and related items as indicated on the drawings and/or specified herein, required to complete the work. B. All materials shall be verified by Contractor to be proper for each intended use, and the entire work of this Section shall be done in such a manner that each installation will perform its intended purpose as applicable, in the finished work, C. Provide all blocking, nailers,cement board,fasteners and/or plywood as specified herein and indicated on drawings needed for installation of the new roofing system and related flashings, All wood materials to be used for roof installation and/or exterior use shall be pressure treated_ D. The drawings indicate and show limits of construction for this project. The specifications specify materials and work requirements for this project. Both are complementary to each other and both shall be followed to complete the work. W E. Laminated Veneer Lumber (LVL)for structural beams. 1.03 RELATED WORK A. Related Sections: 1. Section 02050-Demolition 2. Section 07220—Roof Insulation too 3. Section 07600—Flashings and Sheet Metal r 4. Section 07510—Cold Process Built-up Roofing 5. Section 07900—Joint Sealers and Filler Boston Bay Architects, Inc. SECTION 06100-t ROUGH CARPENTRY r Hampshire Council of Governments +y Hampshire County Courthouse Main Street Entrance Steps 8 Repairs 1.04 DELIVERY AND STORAGE A. All materials when delivered to site shall be stacked and stored above the ground under protective coverings or indoors in such a manner as to insure proper drainage, ventilation, and protection from the weather. rY 1.05 SUBMITTALS W1 A. Submit the following data: 1. Manufacturer's or applicator's specification for wood preservative treatment and treatment procedure to be sure that a satisfactory treatment will be obtained. 2. Manufacturer's specification data sheets for all fasteners to be used, clearly identifying such as their intended use. PART2 - PRODUCTS 2.01 DIMENSIONAL LUMBER A. Wood blocking shall be of sound stock, new, straight, of consistent size, free of stains and mildew. Where exposed or semi-exposed,wood members shall be selected for the best possible appearance from the grade of stock specified. B. Wood blocking materials shall be surfaced four sides and shall bear the grade and trademark of 1i the association under whose rules it is produced, and a mark of mill identification. Materials shall be construction grade Douglas Fir, Hem-Fir, West Coat Hemlock, West Coast Fir, or Southern Yellow Pine. C. Blocking shall be furnished in the longest practicable length with respect to each intended use-- at at least ten (10)feet unless shorter lengths are required. Single length pieces shall be used whenever possible. S D. All new wood blocking/nailers shall be pressure-treated with waterborne salt preservatives that will have no deleterious effect on the roofing materials. Treatment shall be 0.40 lbs. per cubic foot of retention. Treatment shall leave a noticeable tint to wood so that treated wood can be visually differentiated from untreated wood. No oil-based pentachlorophenol or creosote treatments shall be permitted. r 2.02 PLYWOOD A. Plywood shall be 3/4" thick for use at masonry/wood stud walls, unless otherwise noted, exterior grade of Group 1 or 2 species, Type CCX or better. All plywood shall have an APA stamp on it and shall be treated with an appropriate preservative,suitable for exterior use. Plywood must meet the requirements of Product Standard PS 1-83 for Construction and Industrial Plywood. -" Submittal Required. Y1 Boston Bay Architects, Inc. SECTION 06100-2 ROUGH CARPENTRY W • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs • 2.03 FASTENERS A. Screws for attaching wood blocking or plywood to wood shall be#10 fiat head hot-dip galvanized • wood screws spaced at twelve (12)o.c. and of sufficient length to penetrate the substrate at least one (1). B. Fasteners for attaching wood blocking or plywood to masonry walls shall be concrete masonry • tapping screws(phillips head flat)and of sufficient length to penetrate the substrate a minimum of 1-112". • C. Powder-actuated type fasteners may not be used to fasten wood blocking or plywood sheathing to any masonry surfaces. • PART 3-EXECUTION 3.01 GENERAL • A. Construct all rough carpentry work called for on the drawings plumb, level, and true with tight, close fitting joints. Carpentry shall be securely attached and braced to surrounding construction, and executed in a first-class workmanship manner. Plywood for concrete form work to be of 1" • thickness oiled finish exterior Plywood, to accept poured concrete(finish contact side). Submittal required for formwork layout per structural engineers comments. See Specifications Section 03300 and Structural Drawings. • B. Blocking / nailer shall be built to a uniform thickness necessary to accommodate the maximum thickness of the new tapered roof insulation. This blocking thickness shall be installed at all perimeters where fascia components are required, Utilize tapered wood fiber edge strips to IS provide transition heights between the top of wood blocking and the new roof surfaces Blocking widths shall extend at least two (2)inches beyond inside flange of metal flashing. C. Plywood shall be securely fastened at the top, middle and bottom with the approved fastener at twelve (12) inches on center. When used in layers, each layer of plywood shall be secured equally,with fastener spacing as specified herein. • 3.02 FASTENING A. All blocking shall be fastened in compliance with the guidelines set-forth in the latest Factory • Mutual publications. B. Fasteners for perimeter wood blocking shall be staggered and spaced twelve(12)inches c.c. The staggered fastening pattern shall be increased within 8 feet from outside corners to six (6) • inches on center. Smaller pieces of blocking, such as at penetrations, shall have a minimum of two(2)fasteners per piece, but in no case shall fastener spacing exceed eighteen (18)inches. A fastener shall be located no more than four(4) inches from the end of each piece of blocking. • C. Counter bore at all bolt heads, nuts, and washers as may be required to provide a flush surface for installation of new roofing materials. D. Refer to Drawings for perimeter wood blocking! nailer installation. END OF SECTION • Boston Bay Architects, inc. SECTION 061003 ROUGH CARPENTRY • 07Ø4 'W. "81111 fP"Se *WI "rI 4"411 V"WI " ""11 flU W4I 'Tv/ rrs 'yrs a 7-givi o Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs SECTION 06200 r FINISH CARPENTRY PART 1 —GENERAL 1.1 RELATED DOCUMENTS w A. All of the Contract Documents, including General and Supplementary Conditions and Division 0 — Bidding Documents, Contract Forms and Conditions of the Contract and Division 1 —General Requirements, apply to the work of this Section. B. Carefully examine ail the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all .. specification sections and other Contract Documents. 12 SECTION INCLUDES e • A. Furnish and install: r 1. Bronze Handrails. 2. Vapor barrier and Waterproofing B. Back-prime exterior wood, and all wood which comes in contact with cementitious and masonry materials. C. No attempt is made in this Section to fist all elements of finished carpentry required on this vap projector to describe how each element will be installed. It is the responsibility of the Contractor to determine for itself the scope and nature of the work required for a complete installation from the information provided herein and in the drawings. 1.3 RELATED SECTIONS r A. Section 06100—ROUGH CARPENTARY:Wood blocking, framing, curbs, Waiters, and backer boards. B. Section 07900—JOINT SEALERS AND FILLER: Sealant and backing materials, for joints between casework, countertops and abutting surfaces. ,y C. Section 09900—PAINTING AND COATINGS. Field applied primer and finish coatings. D. Section 10950—Miscellaneous Specialties; Bronze handrails. Boston Bay Architects. Inc. SECTION 06200-1 FINISH CARPENTRY Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 'g W 1.4 REFERENCES S A. Comply with applicable requirements of the following standards and those other referenced in this Section, under the provisions of Section 01420—REFERENCES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 2. AWI Standards, Seventh edition, for the following sections. a. AWI Section 100: Lumber b. AWI Section 300: Standing and Running Trim (Interior and Exterior) c. AWI Section 1700: Installation 3. EWA—applicable grades and specifications. 4. FS MM-L-736— Lumber; Hardwood 111 5. PS-1 —Construction and Industrial Plywood. 6. PS-20—American Softwood Lumber Standard. 7. SDI 122— Installation and Troubleshooting Guide for Standard Steel Doors and Frames 8. SPIB Grading Rules, current edition 9. U.S. Department of Commerce Simplified Practice Recommendation R-16,for sizes and use classification of lumber. 10. American Lumber Standards Committee, National Lumber Grades Authority for Canadian Lumber, and applicable grading rules and standards of the various lumber associations whose species are being used for grades specified. �g • 1.5 SUBMITTALS A. Submit the following under provisions of Section 01300—SUBMITTAL: 1. Literature: Manufacturer's product data sheets, specifications, performance data, installation instructions for hardware, adhesives and accessories furnished hereunder. 2. Samples: Provide samples as requested by Architect for selection colors and finishes. 1.6 QUALITY ASSURANCE 1.11 A. Install work in accordance with the latest specified AWI quality standards, except that standing and running trim joints shall be field mitered and fitted. B. Discard lengths of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of joints or optimum jointing arrangements, or which are of defective manufacture with respect to surfaces, sizes or patterns. V Boston Bay Architects, Inc. SECTION 06200-2 FINISH CARPENTRY r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 1.7 DELIVERY STORAGE AND HANDLING r A. Do not deliver interior finish carpentry materials to the project until all concrete, masonry, plaster, and other wet work has been completed and dry. B. Ship and handle all materials and fabricated items in a manner which will prevent damage hereto, and store all materials and fabricated items at a dry, elevated, ventilated, and protected interior location maintaining 60 degrees Fahrenheit and a maximum relative humidity of 55 r percent. 1.8 SEQUENCING AND SCHEDULING r A. Coordinate the work of this Section with the respective trades responsible for installing interfacing work, and ensure that the work performed hereunder and workmanship shall meet AWI Custom grade quality standards. r PART 2— PRODUCTS r 2.1 WOOD MATERIALS, GENERAL A. Quality Standards: All materials and workmanship scheduled to receive transparent finishes r shall meet AWI Premium grade quality standards. All other materials and workmanship shall meet AWI Custom grade quality standards. B. Moisture Content: r 1 Wood for exterior use shall have a moisture content between 9 and 15 percent, when delivered to the project. r B. Wood trim profiles, as indicated on Drawings: 1. Provide standard and custom shapes where indicated to profiles shown on Drawings. 2. Provide trim from wood species specified herein below. at 2.2 BOARD AND PANEL MATERIALS A. Exterior finish lumber: Pine graded B & better per WWPA grading rules, except where otherwise indicated on the Drawings or herein. B. Provide other finish carpentry products, not specifically described, but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. S r Boston Bay Architects, Inc. SECTION 06200-3 FINISH CARPENTRY Nos Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 2.3 ACCESSORIES AND HARDWARE A. Glue for lamination and fabrication of wood, plywood and particle board items: Exterior Grade, phenolic resin glue. B. Nails: 1. Nails for interior trim items: 6d and 8d coated or galvanized finished nails, except as otherwises specified herein. 2. Nails for exterior trim items: 6d and 8d epoxy coated or hot dipped galvanized finish nails. Electro—plated nails are not acceptable as equal. 3. Nails for decking: Stainless steel ring shank. C. Screws: Flat-head wood screws of the appropriate sizes, galvanized finish for interior use and stainless steel for exterior use. D. Bolts, nuts,washers, blind fasteners, lags: Galvanized, of size and type to suite application as indicated in the drawings PART 3—EXECUTION S 3.1 EXAMINATION A. Verify adequacy of blocking, backing and support framing for all finish carpentry work. B. Beginning of installation means acceptance of existing substrate and site conditions I 3.2 PREPARATION A. Back prime with specified primer all exterior wood trim prior to installation. B. Prime all wood surfaces of items or assemblies to be in contact with cementitious and masonry materials, prior to installation. q 3.3 INSTALLATION -GENERAL A. Dress and sand woodwork until free from machine and tool marks, abrasions, raised grain, or other defects that will show though the finish on the surfaces exposed to view. Wherever possible, carry out sanding on a shop belt sander, not in the field. Sandpaper field joints and leave in perfect condition for finishing. B. Make all joints tights, and form to conceal shrinkage. Glue all miters having a dimension of 4 inchs or more from heel to point. Joints shall be glued tight and so formed as to conceal S shrinkage. Cope trim at returns and miter at corners to produce tight-fitting joints with full surface contact throughout length of joint. C. Make minimum of splices and joints in running trim, and where such splices and joints occur, fasten securely, with all exposed surfaces having smooth, continuous planes. Stagger joints in adjacent or relate members. Use scarf joints for end-to-end joints. a D. Scribe and cutwork to fit adjoining work closely. Refinish cut surfaces in prefinished items. E. All nails in exterior finished work shall be blind nailed wherever possible. Nail trim with finish Boston Bay Architects, Inc. SECTION 06200-4 FINISH CARPENTRY • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs is nails only, set using appropriate nail punch and fill with matching wood filler. Sand smooth wood filler. Do not fasten trim with screws or bolts unless otherwise directed, or is to be subsequently covered with smaller trim. r F. Woodwork shall be properly framed, closely fitted and accurately set to the required lines and levels and shall be rigidly secured in place. Shim as required using concealed shims to achieve specified tolerances. r 3.4 NOT USED r 3.5 TOLERANCES +' A. Maximum variation for wood work from true position of 1/8 inch in 8 feet for plumb and level and with a maximum of 1/16 inch offsets in adjoining surfaces intended to be flush. y B. Maximum variation for doors and frames: Maximum diagonal distortion 1/16 inch measured with straight edge, corner to corner, 3.6 ADJUSTING A. Adjust doors for smooth and balanced movement. 3.7 CLEANING A. Daily clean work areas by sweeping and disposing of scraps and sawdust. r B. Upon completion of the work of this Section in any given area, remove tools,equipment and all • rubbish and debris from the work area; leave area in broom-clean condition. •r C. Remove protective materials from pre-finished surfaces. w 3.8 PROTECTION • A. During the operation of finish carpentry, protect the work of other trades against undue soilage and damage by the exercise of reasonable care and precautions. Repair or replace any work so damaged and soiled. END OF SECTION r Boston Bay Architects, Inc. SECTION 06200-5 ANiSH CARPENTRY r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs PART2- PRODUCTS 2.1 Vapor Barrier A. Vapor Barrier 1 1. Polyethylene film of thickness indicated(6 mil, thickness if not otherwise indicated), the vapor rating of 0.20 perms or less based on 8-mil thickness. B. Miscellaneous Materials: 1. General: provide adhesives, tapes, flashings, and accessories as recommended by the vapor barrier manufacturer, to maintain the vapor rating for the entire barrier. Comply with fire and flame spread ratings, as required for the vapor barrier work. 2. Paper Slip Sheet: 6 lb. rosin size paper. 2,2 Bituminous Damproofing Materials A. Cold Asphalt Compound: asphalt blended with solvents recommended by manufacturer; for exterior below grade damproofing: compounded to penetrate substrate and build a firm, elastic moisture resistant coating. 2,3 Filter Fabric: A 60 Mil polypropylene, geotextile, non-woven filter fabric as manufactured by Boom Environmental Products 2.4 Building Wrap: A flash spun bonded polyolefin, non-woven non-perforated air r. barrierfweather resistant barrier over the exterior wall sheathing at all locations •■ regardless of whether or not indicated on the drawings. Budding Wrap shall be TYVEK Commercial Wrap,provide all related assembly components, as manufactured by Dupont Weatherization Systems, or approved equal. Provide all accessories and required by the approved product manufacturer for a complete installation. 2.5 Cold Fluid-Applied Waterproofing : Work consists of installing all cold fluid-applied I waterproofing for concealed substrates and back of granite storage room block wall, to prevent water passage in the existing granite stone vertical wall (footing to top of Portico slab at 1"floor)with cast-in-place concrete. 1 A. Cold Fluid-Applied Waterproofing shall be a Single-Component, Modified Polyurethane Waterproofing Product as manufactured by Carlisle Coatings & Waterproofing Inc. Model CCW-525, Degussa Building Systems Model HLM 5000, Neogard Div. (Jones-Blair)Model Neogard 7401, Tremco Incorporated Model Tremproof 60. 2.6 Waterproofing: A. Fluid Applied Waterproofing Membrane; a two part,self-curing, synthetic rubber based material, which meet or exceed the performance requirements of ASTM C 836. Fluid applied membranes shall be Procor as manufactured by Grace Construction Products or approved equal. B. Provide, waterstops, protection board and miscellaneous materials per manufacturer's recommendation for a complete installation. C. Prepare substrate in strict accordance with manufacturer's instructions. Boston Bay Architects, Inc SECTION 07115-2 VAPOR BARRIERS AND WATERPOOFING Hampshire Council of Governments ' Hampshire County Courthouse Main Street Entrance Steps& Repairs r PART 3- EXECUTION 3.1 Condition of Substrate A. Examine and clean the granite stone blocks to accept waterproofing material. Clean all existing substrate above and below ground and for the conditions under which vapor barrier work is to be performed. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 Preparation of Substrate r A. Clean the substrate of projections and substances detrimental to the work; comply with recommendations of the vapor barrier manufacturer. B, Prime the substrate where recommended by the manufacturer.Comply with recommendations of the prime materials manufacturer. C. Protection of Other Work: Do not allow liquid and mastic compounds to enter and dog drains and conductors. Prevent spillage and migration onto other surfaces of the work, by masking or otherwise protecting adjoining work. w 3.3 Installation A. General: Comply with manufacturer's instructions, except where more stringent s requirements are indicated. B. Application of Cold Bituminous Compound: Brush or spray liquid compound in two (2) coats, building a uniform dry film thickness. Comply with manufacturer's requirement for minimum dry film thickness. 3.4 Performance Requirements A, It is required that the damproofing be water-resistant and not deteriorate in excess of limitations published by the manufacturer END OF SECTION 07115 its S • r s Boston Bay Architects, Inc SECTION 07115-3 VAPOR BARRIERS AND ' WATERPOOFING r ww* PAIS Fra Tor . t . r ii to x,w t T "311 • Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps d Repairs r SECTION 07010 ROOFING AND FLASHING (COMBINED WITH SECTIONS 07220, 07510, 07600 AND 07900) PART 1 — GENERAL s GENERAL PROVISIONS A. Section 07010—Roofing and Flashing, Section 07220-Roof Insulation and Sections 07510-Cold Process Built-Up Roofing and Section 07600-Flashing and Sheet Metal, and Section 07900 Joint Sealers and Filler are combined under the scope of work. B. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all NO Sections within DIVISION 1 -GENERAL REQUIREMENTS, which are hereby made a part of this Section of the Specifications. C- Reference to Drawings:Work to be performed is shown on Drawings, review entire set of Drawings to determine scope of work. 1.01 SUMMARY r A. Section Includes:Work of this Section consists of installing all materials furnished under this Section, including all equipment, labor, services, and incidental items required to complete work as shown on Drawings and specified in this Section. L 07220—Roof Insulation. ,. 2. 07510—Cold Process Built-Up Roofing. 3 07600—Flashings and Sheet Metal 4. 07900 - Joint Sealers and Filler 1.02 SUBMITTALS A. Product Data, Samples, Shop Drawings, Test Reports, Certificates, and ;* Warrantees: 1. Collect all submittals from Sections 07220, 07510, and 07600 and 07900. 2. Verify all submittals are complete as specified in each Section of Filed • Sub-Bid Section 07010. 103 TEMPORARY FACILITIES A. Weather Protection: 1. Submit requirements to General Contractor for temporary enclosures to *r permit Roofing and flashing to be carried on during November through March in compliance with MGL Chapter 149, Section 440(G),within 30 calendar days after Award of Contract. 2. Weather protection is defined as temporary protection of work which lib might be adversely affected by moisture,wind, and cold, and which requires covering and enclosing Roofing and Flashing work areas to retain heat. LPBA Architects, Inc. 07010-1 Roofing and Hashing r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs I O B. Heating: Submit requirements to General Contractor for heating permit. C. Lifts and Hoists. 1. Submit requirements to General Contractor for lifting and hoisting when lifting and hoisting exceed 8 ft. in height,to deliver Roofing and Flashing materials and equipment to work areas from delivery vehicles, within 30 YID calendar days after Award of Contract; all lifting and hoisting below 8 ft. shall be performed as work of this Section. 2. Removal of crating, packaging, and wrapping of Roofing and Flashing material to be performed as work of Section 07010. 3. Waste materials related to crating, packaging, and wrapping of Roofing and Flashing materials to be delivered to General Contractor for removal from Project site. D. Scaffolding and Staging:Submit requirements to General Contractor for staging and scaffolding when exceeding 8 ft. in height, required to perform installation of Roofing and Flashing materials and equipment at work areas ,within 30 calendar days after Award of Contract; all scaffolding and staging below 8 ft shall be performed as work of this Section. s i PART 2 PRODUCTS 2.91 MATERIALS A. Refer to Section 07220- Roof insulation. B. Refer to Section 07510- Cold Process Built- Up Roofing. PART 3-EXECUTION 3.01 INSTALLATION A. Refer to Section 07220-Roof Insulation. B. Refer to Section 07510- Cold Process Built-Up Roofing. END OF SECTION 1 a a a LPBA Architects, Inc. 07010-2 Roofing and Flashing ■ row Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 07115 VAPOR BARRIERS & WATERPROOFING PART 1 -GENERAL r 1.1 Related Documents ., The conditions of the Contract including General Provisions, Supplementary Provisions, and General Requirements, apply to the work specified in this section. 1.2 Description of Work r A. The extent of each type of vapor barrier work is shown on the drawings. r B. The following types and applications of work are specified in this section. t Vapor barriers. 2. Bituminous Damproofing 3. Geotextile Filter Fabric 4. COLD FLUID-APPLIED WATERPROOFING 1.3 Quality Assurance r A. Obtain elastic sheet vapor barrier materials from only one manufacturer. L B. Obtain waterproofing materials from only one manufacturer. Submit manufacturers specifications for approval. 1.4 Job Conditions ' A. Proceed with vapor barrier and waterproofing work only after granite wall repointing is complete and substrate construction and penetrating work have ., been completed. B. Weather Conditions: proceed with vapor barrier work only when. Weather conditions comply with manufacturer's recommendations and will permit the rat materials to be applied in accordance with the recommendations. C. All Waterproofing work whether so noted or not: The General Contractor shall ,Y, provide dewatering for the entire duration of the work as necessary to maintain dry excavation prevent surface and or subsurface water from entering excavations, prevent softening of sub-grades undercutting of footings, foundations and other structures. The General Contractor shall provide temporary water control ditches, pumps&such systems as needed to control and legally dispose of water. PART 2- PRODUCTS 2.1 Vapor Barrier sea Boston Bay Architects, Inc SECTION 07115-1 VAPOR BARRIERS AND WATERPOOFING Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs A. Vapor Barrier 1. Polyethylene film of thickness indicated (6 mil. thickness if not otherwise indicated), the vapor rating of 020 perms or less based on 8-mil thickness. B. Miscellaneous Materials: 1. General: provide adhesives, tapes, flashings, and accessories as recommended by the vapor barrier manufacturer, to maintain the vapor rating for the entire barrier. Comply with fire and flame spread ratings, as S required for the vapor barrier work. 2.2 Bituminous Damproofing Materials A. Cold Asphalt Compound: asphalt blended with solvents recommended by manufacturer; for exterior below grade damproofing: compounded to penetrate substrate and build a firm, elastic moisture resistant coating. 2.3 Filter Fabric: A 60 Mil polypropylene, geotextile, non-woven filter fabric as manufactured by Boom Environmental Products 2.4 Building Wrap: A flash spun bonded polyolefin, non-woven non-perforated air barrier/weather resistant barrier over the exterior wall sheathing at all locations regardless of whether or not indicated on the drawings. Building Wrap shall be TYVEK Commercial Wrap, provide all related assembly components, as manufactured by Dupont Weatherization Systems, or approved equal. Provide all accessories and required by the approved product manufacturer for a complete installation. 2.5 Cold Fluid-Applied Waterproofing : Work consists of installing all cold fluid-applied waterproofing for concealed substrates and back of granite storage room block wall, to prevent water passage in the existing granite stone vertical wall (footing to top of Portico slab at lr'floor)with cast-in-place concrete. ,I A. Cold Fluid-Applied Waterproofing shall be a Single-Component, Modified fig Polyurethane Waterproofing Product as manufactured by Carlisle Coatings & Waterproofing Inc. Model CCW-525, Degussa Building Systems Model HLM 5000, Neogard Div. (Jones-Blair) Model Neogard 7401, Tremco Incorporated Model Tremproof 60. 2.6 Waterproofing: a A. Fluid Applied Waterproofing Membrane; a two part, self-curing, synthetic rubber based material, which meet or exceed the performance requirements of ASTM C 836. Fluid applied membranes shall be Procor as manufactured by Grace Construction Products or approved equal. B. Provide,waterstops, protection board and miscellaneous materials per manufacturer's recommendation for a complete installation. C. Prepare substrate in strict accordance with manufacturer's instructions. PART 3 - EXECUTION 3.1 Condition of Substrate SY Boston Bay Architects, Inc SECTION 07115-2 VAPOR BARRIERS AND S WATER ROOFING r s Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs A. Examine and clean the granite stone blocks to accept waterproofing material. Clean ail existing substrate above and below ground and for the conditions under which vapor barrier work is to be performed. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 Preparation of Substrate *' A. Clean the substrate of projections and substances detrimental to the work; comply with recommendations of the vapor barrier manufacturer, B. Prime the substrate where recommended by the manufacturer. Comply with recommendations of the prime materials manufacturer. C. Protection of Other Work: Do not allow liquid and mastic compounds to enter +r and clog drains and conductors, Prevent spillage and migration onto other surfaces of the work, by masking or otherwise protecting adjoining work. .r 3.3 Installation A. General: Comply with manufacturer's instructions, except where more stringent requirements are indicated. S B_ Application of Cold Bituminous Compound: Brush or spray liquid compound in two (2) coats, building a uniform dry film thickness. Comply with manufacturer's requirement for minimum dry film thickness. 3.4 Performance Requirements A. It is required that the damproofing be water-resistant and not deteriorate in excess of limitations published by the manufacturer r END OF SECTION 07115 sti • w r Boston Bay Architects, Inc SECTION 07115-3 VAPOR BARRIERS AND WATERPOOFING P941 mil. mu Iva* W11".711 mrlIl gttrj rttni 4 ev ping r••••flit • i' Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs r +. SECTION 07220 ROOF INSULATION .. ( PART OF SECTION 07010) +. PART 1 —GENERAL 1.01 RELATED DOCUMENTS moi A. Sub Bid requirements: As provided under Section 07010- RROOFING AND FLASHING and supplemented under the Bidding Requirements, Contract Forms, and Conditions of the r Contract,and applicable parts of Division 1-GENERAL REQUIREMENTS_ B. Examine all Sections of the Specifications for requirements,which affect work of this Section r whether or not such work is specifically mentioned in this section. C. The Work of this filed Sub-Bid includes ail individual specification sections listed in Section 07010. 1.02 SECTION INCLUDES S A. The work under this Section consists of furnishing and installing all roof insulation and related items as indicated on the drawings and specified herein. w B. The drawings indicate and show limits of construction for this project. The specifications specify material and work requirements for this project. Both are complementary to each other and both shall be followed to complete the work. In the event of conflicts between Specifications and Drawings the most stringent requirements will apply with the Architect's approval. C. The entire roof areas are to achieve appx. (3/8":12") positive slope by using minimum 1" .�, polyisocyranuate tapered insulation over the complete Portico roof deck, as shown on the construction documents.The tapered roof insulation to be pre-engineered for positive roof drainage and submitted to the Architect, for review and approval. All insulation to be fully adhered to the existing wood deck in accordance with manufacturer's recommendations for installation D. Scope of Work includes: a. Vapor Barrier(Mechanically Fastened) b. Adhere roof insulation over vapor baffler and properly prepare deck substrate. c. Make necessary deck repairs for proper roof system installation. iie d. Tapered isocyanurate insulation (3/8"/ft), minimum thickness, one-inch (1"). 1.03 RELATED WORK A. Related Sections: Boston Bay Architects, Inc, 07220-1 ROOF INSULATION i Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 1. Section 01300—Submittals: For submittals, shop drawings, samples, etc. 2. Section 02070— Selective Demolition 3. Section 08100—Rough Carpentry:Wood blackings,and milers. A 4. Section 07510—Cold Process Built-Up Roofing 5. Section 07600—Flashing and Sheet Metal: Flashing installation. 1.04 SUBMITTALS A. Submit the following data 1. A letter from the Roofing Material Manufacturer and Insulation Manufacturer stating that the insulation to be used on the project is acceptable for use with the system to be used. 2. Manufacturer's data sheet on each type of insulation. 3. Manufacturer's scaled layout for all required polyisocyanurate insulation. Drawing shall provide all typical heights at perimeters, crickets and roof drain sites. 4. Manufacturer's data sheet on each type of fastener for insulation. 5. Manufacturer's Material Safety Data Sheets for all products specified in this Section. 1 1.05 CODES A. Except as modified by the requirements of other governing codes and by this specification, insulation and its installation shall conform to the provisions and recommendations of the following codes and standards: 1. Insulation shall have Factory Mutual Class I approval. 2. Cold-process, solvent-free adhesive attachment of insulation shall meet Factory Mutual's latest wind uplift requirements for Class 1A-90 and 1A-120 constructions,when installation within a cold-process, multiple-ply roofing assembly. Uplift requirements shall be for Class 1A-90. 3. Insulation shall carry Underwriters Laboratory approval for fire resistance. PART 2-PRODUCTS S 2.01 THERMAL INSULATION&COLD-PROCESS INSULATION ADHESIVE A, Tapered palyisocyanurate insulation shall be rigid closed-cell polyisocyanurate core integrally bonded to non-asphaltic fiberglass facing in the foaming process. Insulation shall be as required by the Roofing Material Manufacturer with the Factory Mutual Class 1A-90 rating and roofing system warranty. All provided material shall adhere to the following listed properties: PROPERTY TEST METHOD VALUE Minimum required thickness at one-story additions: 1.5 inches. Boston Bay Architects, Inc. 07220-2 ROOF INSULATION } 1 V ar Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs es I Minimum required thickness: 13.0 inches Crickets as indicated on I %'per foot drawings between drainage _ - Water Absorption 3's Volume ASTM C-209 <1%volume Dimensional Stability ASTM D 2126 ''1.0% max, 7 days y Compressive Strength ASTM D 1621 , 20 psi min. OP ]Foam Core Density ASTM D 1622 2.1 lbs/cu ft nominal Moisture Vapor Transmission ASTM E-96 <1.0 perm Flame Spread ASTM E-84 i 25 max r B. All polyisocyanurate insulation panels shall be obtained from a single source. All polyisocyanurate insulation shall have the same facing materials and be manufactured by the me same insulation manufacturer. C. Tapered edge strips, where required for transitions at insulation heights and around roof drains, owi shall be ASTM C 208, Fiberglass-Mat Faced Gypsum Roof Board and a minimum of eighteen (18) triches wide. a D. Overlayment: Fiberglass-Mat Faced Gypsum Roof Board: 1. Thickness: 1/2 inch. 2. Width: 4 feet. 3 Length:[4 feet][8 feet]. 4. Weight: 1.95 psi 5. Surfacing: Fiberglass mat. so 6. Flexural Strength, Parallel (ASTM C473): 80 lbf, minimum. 7. Flute Span (ASTM E661): 5 inches. 8. Permeance(ASTM E96): Not more than 35 perms. 9. R-Value (ASTM C518): Not less than 0.56. •` 10. Water Absorption (ASTM C1177): Less than 10 percent of weight. ,.. E. Cold-process, solvent-free insulation adhesive shall meet or exceed the performance characteristics listed below: se ( PROPERTY I TEST METHOD VALUE I Volatile organic compound 20 g/I ASTM D 3960-89 a. I Asbestos Content None ASTM D 276-87 Viscosity a 77F 70 pas(70,00 cP) ASTM D 2556-69 Non Volatile Content 99% ASTM 0 1644-88 Density @ 77F 1.0 kq/L (8.5 lb/gal) ASTM D 1875-69yr __ 1 Tensile Strength©77F 1379 kPa (200psi} ASTM D 412-87 Elon ation © 77F 11200% ASTM D 412-87 Adhesion Strength in shear 552)(80 psi) ASTM D 816-82 lie T-peel adhesion @ 77F 2^6 N-mm (151bf/in.) ASTM D 1876-72 Cold Brittleness Pass©a,-60F ASTM D 816-82 r owBoston Bay Architects, Inc. 07220-3 ROOF INSULATION Hampshire Council of Governments Hampshire County Courthouse Mein Street Entrance Steps&Repairs PART 3-EXECUTION d! 3.01 EXAMINATION A. Insulation shall be installed over a clean, dry and properly prepared roof surface acceptable to the Roofing Materials Manufacturer, Roofing Contractor and the Owner. The Contractor shall inspect • the surface to determine that it is smooth and uniform to receive the new insulation. Prior to starting the work, the Contractor shall notify the Authority that the roof deck is ready for new work to begin. ft B. Contractor shall remove all existing roofing material prior to the installation of insulation. it C. No more insulation shall be installed than can be completely covered with the finished roofing system on the same working day. 3.02 PREPARATION AND PROTECTION oilA. All installed insulation must be fully protected from precipitation arid condensation damage at all times. Any damptwet insulation shall be marked, removed from the site and replaced prior to installation of new membrane. oil B. Contractor shall stockpile insulation in neat and orderly manner and not overload the structure, 3.03 INSTALLATION -GENERAL A. The insulation shall be neatly out to fit around roof penetrations and projections. Insulation for all roofs is to be laid in parallel courses with transverse joints staggered with joints in adjoining courses. Insulation staggers shall be a minimum of twelve(12)inches. All joints shall be tight. B. Insulation shall be installed without gaps or voids and with smooth transitions and tightly fitting yj{ joints. aq C. No piece of insulation shall be cut to lit less than two(2)square feet unless size of opening dictates. 44 D. Tapered edge strips shall be utilized to provide a smooth and seamless transition between wood blocking components and the top of tapered insulation materials. The top surface of the tapered edge strips and/or insulation shall be flush with the top surface of the wood blocking within a tolerance of 1/16 inch. E. Where more than one layer of insulation is installed, stagger joints of succeeding layers from first layer, a minimum of twelve (12)in each direction. SO4 POLYISOCYANURATE THERMAL INSULATION INSTALLATION -ADHERED A. Install water-based, asphalt primer to deck, fasten vapor barrier to roof deck as per Factory I Mutual wind-uplift rating and as per roof membrane manufacture recommendation. Prepare vapor barrier to receive new insulation. t" I Boston Bay Architects, Inc. 07220-4 ROOF INSULATION j Y via Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs B. Adhere polyisocyanurate insulation onto substrate with cold-process, solvent-free insulation adhesive. Stagger insulation joints a minimum of twelve (12) inches. Eliminate continuous insulation joints throughout. C. Utilizing the recommended adhesive applicator, adhere polyisocyanurate insulation to substrate with cold-process,solvent-free insulation adhesive at a rate of 1.5 gallons per one-hundred(100) square feet, per layer. D. Increase adhesive quantities within eight (8) feet of perimeters by fifty (50) percent and within eight (8)feet of outside perimeter corners by seventy-five (75) percent as required to achieve the +. Class 1A-90 and Factory Mutual wind-uplift rating. 1. Immediately after placement, walk insulation boards into adhesive to achieve solid bond. r 2. Promptly spread any adhesive pools that may accumulate on insulation surface to achieve smooth surface for roofing installation. • 3.05 HIGH-DENSITY, WOOD-FIBER OVERLAYMENT INSTALLATION A. Onto properly fastened and/or adhered base layer of polyisocyanurate insulation, adhere a top- Wa course of 1/2-inch Fiberglass-Mat Faced Gypsum Roof Board to roof insulation. B. General: Install Fiberglass-Mat Faced Gypsum Roof Board in accordance with ASTM C840 and s the manufacturer's recommendations. C. Utilizing the recommended adhesive applicator, adhere Fiberglass-Mat Faced Gypsum Roof Board overlayment onto polyisocyanurate insulation with cold-process, solvent-free insulation law adhesive at a rate of1.5 gallons per one-hundred (100)sq/ft. D. Increase adhesive quantities within eight (8) feet of perimeters by fifty (50) percent and within r eight (8)feet of outside perimeter corners by seventy-five(75)percent as required to achieve the Class 1A-90 Factory Mutual wind-uplift rating. 1. Immediately after placement, walk insulation boards into adhesive to achieve a solid " bond. 2. Promptly spread any adhesive pools that may accumulate on insulation surface to achieve smooth surface for roofing installation. E Protect gypsum board installations from damage and deterioration until the date of Substantial Completion. END OF SECTION r r �, Boston Bay Architects, Inc. 07220.5 ROOF INSULATION to 11 Trtii fe-1 s nowt mit F. Int 4)1'. 'ma reme ,ra ` Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs so SECTION 07510 COLD-PROCESS BUILT-UP ROOFING ( PART OF SECTION 07010) PART 1 -GENERAL 1.01 RELATED DOCUMENTS +� A. Sub Bid requirements:As provided under Section 07010- RROOt4NG AND FLASHING FILED SUB-BID REQUIREMENTS and supplemented under the Bidding Requirements, Contract Forms, and Conditions of the Contract, and applicable parts of Division 1-GENERAL REQUIREMENTS. B. Examine all Sections of the Specifications for requirements,which affect work of this Section whether or not such work is specifically mentioned in this section. C_ The Work of this filed Sub-Sid includes all individual specification sections listed in Section 07010. kok 1.02 SECTION INCLUDES i. A. The work under this Section consists of work related to the installation of a new four (4) ply, cold-process, reinforced built-up roofing system, as outlined. Work includes, but is riot limited to: 1. Removal of existing roofing system as required for preparation of new cold-process built-up roofing system. Removal work includes removal of existing perimeter flashings, base flashings, counter(lashings, roofing membrane, gravel, root insulation, vents, roof top units, flues, lightening protection, downspouts as indicated on the drawings, gutters and related materials. r 2. Installation of a four(4)ply, cold-process built-up roofing system as specified herein and as shown on the drawings. 3. Installation of protective cold process flood coat and aggregate stone surfacing. a 4. Of miscellaneous related items and accessories. 1.03 RELATED WORK A, Related Sections: r 1. Section 02070— Demolition: Refer for roof demolition with related materials not specified herein. r 2. Section 06100- Rough Carpentry:Wood. 3. Section 07100— Roofing and Flashing -Filed Sub Bid Requirements 4. Section 07220—Roof Insulation: Tapered Insulation. r 5. Section 07500-Flashing and Sheet Metal Flashing Boston Bay Architects, Inc. SECTION 07510-1 COLD-PROCESS BUILT-UP ROOFING Hampshire Council of Governments 1� Hampshire County Courthouse Main Street Entrance Steps& Repairs yX 6. Section 07900—Joint Sealants and Filler �:1p A. Provide the following required data: 1. Submit evidence of past experience with cold-process, multiple-ply roofing systems, as stipulated in 1.05 QUALITY ASSURANCE 2. Shop drawings: Submit Shop Drawings to the architect for review in accordance with the requirements of the Contract Documents. a, Provide shop drawings for fabrication, installation and erection of all Ytt parts of the work, Provide plans, elevations and details of anchorages, connections and accessory items. # b. Show dimensions locations and methods lar installation of all membrane sheet roofing, insulation boards,tapered crickets, and all membrane and ar metal flashing installations. Provide large scale (1-1/2" = 1 ft. and 3"= 1 ft.) details at all flashings, penetrations, terminations and perimeters, c. Clearly note the work to be provided by other trades. A 3. Submit roofing system manufacturer's installation instructions to the Architect, 4. Submit product literature data of all specified roofing products. 5. Submit material safety data sheets of all specified products. 'w 4 1,05 QUALITY ASSURANCE A. Roofing Material Manufacturer's part-time Jobsite Inspection: 1. The Roofing Material Manufacturer is required to provide a part-time inspector who shall review every day work in progress. The inspector shall not be removed from the project without the Architect's approval as long as he is employed by the Manufacturer. The Owner has a particular Interest in the competence and efficiency of the inspector, and accordingly the Roofing Material Manufacturer agrees to notify the Owner of the names of the proposed inspector(s)and their experience, and the Owner and/or Architect shall have the right, by written notice sent to the Manufacturer at any time to disapprove such inspector. The Roofing Material Manufacturer shall then appoint a new and approved inspector immediately upon receipt of notice. 2. The Roofing Contractor shall select a Roofing Materials Manufacturer which has an established program for providing pad-time,jobsite inspection throughout the installation of the Manufacturer's warranted roofing projects. The Roofing Contractor is responsible for securing the services of the Roofing Materials Manufacturer to provide part-time,jobsite inspection throughout all phases of roof demolition and 1 replacement activities on this project. Provide the following submittal information: a. Supply brochures and other published information describing the Roofing Y Material Manufacturer's program for providing full-time,jobsite inspection for their warranted roofing systems, b. Provide a listing of at least ten (10)projects of similar size, scope and a Boston Bay Architects, Inc. SECTION 07510-2 COLD-PROCESS BUILT-UP ROOFING r w Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs +r complexity where the Roofing Materials Manufacturer has provide full-time, jobsite inspection on warranted roofing projects. Projects must be within fifty (50)miles of the project site and be made available for inspection by the Owner. c. Provide a resume for the full-time,jobsite inspector proposed for use on this project. Provide the following information on the proposed full-time inspector: 11+ 1. Name and date-of-hire as a full-time employee of the Roofing Material Manufacturer. 2. Provide names, addresses and contact persons for a minimum of ten (10) projects where the proposed full-time inspector has provided full-time inspection on jobs of similar size, scope arid complexity. All projects must be located within one hundred(100) miles of the project site and be made available for inspection by the Owner. r B. Random Testing Procedures: 1. During course of the work,the Owner(or their designated representative)may secure samples, in accordance with testing guidelines defined within ASTM D140-70 (1981), of materials andlor completed roofing being installed at the jobsite and submit them to an independent laboratory for comparison to the material performance requirements listed in these specifications. Should test results prove that materials and/or completed roofing do not meet or exceed the performance requirements listed within these specifications, the Roofing Contractor shall bear the cost for all testing. Construction installed and found not to comply with the specifications shall be removed and replaced at no change in the contract price_ C. Manufacturing Capabilities: 1. The Owner is concerned about quality performance in all areas of roofing +. construction and as a result is requiring the sourcing of all adhesives, ply sheets, mastics, flashing materials and related items to be manufactured by a single Roofing Material Manufacturer in order to insure consistent quality. The Roofing Material Manufacturer shall submit verification of the foregoing by the affidavit of a corporate officer. D. Roofing Contractor and his job foreman, the Architect, and representative of the Owner shall attend, along with any other parties directly affecting the work. E. Source Limitations: Obtain roofing components for Cold Process Built-Up Roofing which r is approved by the roofing materials manufacturer. All roofing components shall be acceptable with the roofing manufacturer's warranty provisions as required herein. F. Conditions of installation, installation procedures and schedules, and coordination required shall be reviewed. 1.07 DELIVERY, STORAGE,AND HANDLING A. Materials shall be delivered to the site in original, unopened containers bearing appropriate warnings, labels and other identification. Boston Bay Architects, Inc. SECTION 07514-3 COLD-PROCESS BUILT-UP ROOFING 1 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs B. Materials shall be stored and handled on site in original containers in compliance with storage and handling conditions marked on the container or required by the roofing system manufacturer. C. Materials shall be kept dry prior to and during installation. W D. Any materials damaged during handling or storage shall be removed from the site and shall not be used in any part of the roofing system. E. Store roll goods on ends only. Discard rolls which have been flattened, creased,or otherwise damaged. 1.08 ENVIRONMENTAL REQUIREMENTS A. Roof removal and roofing system installation shall not take place during inclement weather or when the air temperature or wind chill temperature is below 40F. B. Material safety data sheets of all specified products of this section shall be kept on site daily for project duration. 1.09 ROOFING WARRANTY& INSPECTION PROGRAM .�, A. Provide Roofing Contractor's (installer)warranty to cover all detects in workmanship and materials for a period of two(2)years from date of acceptance. B. Roofing System Warranty & Inspection Program: 1. The Owner is requiring that the Roofing Material Manufacturer provide both a long- `- term Warranty and Service Contract for the installed roofing at this facility. It is the intent of the Authority to require the Roofing Material Manufacturer to have an ,*', established program for providing both the Roofing Warranty and Inspection Program a for all installed roofing systems throughout the stipulated term of the Warranty. 2. Upon project completion and final acceptance by the Owner,the Contractor shall obtain and deliver the Roofing Material Manufacturer's twenty(20)year complete roofing system Warranty and Inspection Program, non-prorated for labor and materials The Warranty and Inspection Program shall obligate the Roofing Material Manufacturer to provide follow-up inspections to the roof system on a bi-annual basis throughout the term of the Warranty. 3. Each bi-annual inspection will involve a written summary,with photographs, to be 4 delivered to the Owner describing field conditions and cataloging all maintenance items, which are required on the particular roof section. Any/all evidence of physical abuse or vandalism shall be immediately reported to the Owner for corrective action PART 2—PRODUCTS 2.01 ROOFING MATERIALS r1 A. Cold Process Adhesives: rR 1. Interplyl surfacing adhesive: a Cold process interplay/surfacing adhesive. 2. Flashing Sheet Adhesive: Y a. Solvent-free, elastomeric mastic/adhesive. Boston Bay Architects, Inc. SECTION 07510-4 COLD-PROCESS BURT-UP ROOFING w Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs B. Reinforced Ply Sheet: 1. Trilaminate reinforced ply sheet. ,ss A. Related Materials: 1. Asphalt Mastic: a. ASTM D 4586-86 fibrated asphalt mastic. 2. Water-based, asphalt primer. 3. Solvent-based asphalt Primer: a. ASTM D 41-85. 4. Reinforced base flashing Sheet: .. a. Reinforced EPDM/SBR blend, 0.045 inches thick, fire retardant. b. Color: Black. 5. Roofing Aggregate: a. Hard, durable, opaque; washed free of clay, loam or other foreign substances. b. Size: ASTM D 1863-86, size six (6), 5/8"-3/4", washed aggregate. ✓ 6. Multiple-Purpose Sealant: a. FS TT-S-00230C (2), single component, polyurethane sealant. ✓ 7. Stripping mastic for metal flanges: a. Trilaminate reinforced ply sheet. •. 8. Stripping mastic for metal flanges: a. Trilaminate reinforced ply sheet. r 9. Non-shrinking, non-rotting woven glass mesh: a. Woven, fiberglass meshing 10. Pitch-pocket Sealant: a. Two (2) part, pourable sealant 2.02 SYSTEM/MATERIAL PERFORMANCE REQUIREMENTS A. Cold- process interply and surfacing adhesive meeting or exceeding the performance characteristics provided below r PROPERTY TYPICAL VALUE TEST METHOD Asbestos Content None ASTM D 276-87 Viscosity @ 77 F 80,000-20,000 cP ASTM D 2196-86 Density @ 77 F 8.1 lb/gal ASTM D 1475-85 Nonvolatile Matter 67% ASTM D 4479-85 Boston Bay Architects, Inc. SECTION 07510-5 COLD-PROCESS BUILT-UP ROOFING i. M Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs Asphalt content, min 42% ASTM D 4479-85 S Flash point > 100 F ASTM D 93-85 Uniformity & Consist. Pass ASTM D 93-85 B. Single-component, solvent-free, elastomeric flashing-sheet adhesive meeting or exceeding the performance characteristics provided below: S PROPERTY TYPICAL VALUE TEST METHOD Asbestos content None ASTM D 276-87 • Viscosity @77F 60,000-2,000,000 cP ASTM D 2196-86 Density @ 77F 970 kg/m'(8.1 b/gal ASTM D 1475-85 Tensile Strength 30- 50 psi ASTM D 412-87fi Elongation ASTM D 412-87 @ 77F 1,000% @ -30F 100% Recovery from 500% 90% min. ASTM D 412-87 yr elongation Moisture vapor .050-1.10g/ 100 ASTM D 398-83 (1988) transmission rate In'/24 hrs Behavior at 140 F 6 mm (max) ASTM D 4586-86 Sag Resistance (1/4) in. max) C. Asphalt coated, trilaminate (polyester/fiberglass/polyester), reinforced roofing ply 4 sheet meeting or exceeding the performance characteristics provided below: PROPERTY TYPICAL VALUE TEST METHOD ii Weight 31 lb/ 100 SFASTM D 228-69 (1978) Breaking strength 135 ibf/ in MD ASTM D 146-78a (1986) Pliability, 1/2 in. No failures ASTM D 146-78a (1986) Radius bend Mass of desaturated 2.2 Ib/ 100 SF ASTM D 146-78a (1986) Polyester/glass mat, min. Tear strength 14 Jbf/MD ASTM D 1117-80 Surfacing & stabilizer 9 lb x DA ASTM D 146-78a (1986) Asphalt 10.0 Ib/ 100SF ASTM D 228-69 (1978) Resistance to puncture 120 Ibf ASTM E 154-68 (1979) D. Asphalt mastic shall meet or exceed the performance characteristics provided below. PROPERTY TYPICAL VALUE TEST METHOD Asbestos content None ASTM D 276-87 Viscosity @ 77F 480- 1000 Pa s ASTM D 2196-86 Density (480000- 1000000 cP) © 77F 9.3 lb/gal ASTM D 1475—85 4 Boston Bay Architects, Inc. SECTION 07510-6 COLD-PROCESS BUILT-UP ROOFING 1 a a Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs Nonvolatile Matter 80% ASTM D 4586-86 Behavior at 140 F ASTM D 4586-86 (Sag Resistance) 3.18mm (1/8 in.) Moisture vapor 2-6 gam`/24 hrs. ASTM D 398-83 Transmission rate @ 0.51 mm (0.10-0.40 9/ 100in2/24 hrs. @ 0.020 in.)Thickness w E. Water-based,quick-drying, asphalt primer meeting or exceeding the performance characteristics provided below: PROPERTY TYPICAL..VALUE TEST METHOD Asbestos content None ASTM D 2196-86 Viscosity @ 77F 65 KU (Storrner Kreb) ASTM D 1475--85 Density @ 77F 8.8 Ib/gal ASTM D 4586-86 Nonvolatile Content 32% ASTM D 4586-86 Flash point Not Applicable VOC 60 gll ASTM D 398-83 r 'Volatile organo Compound F. Elastomeric, polyester-reinforced flashing sheet consisting of a blend of EPDM and SBR r elastomers. Hashing sheet shall meet-or-exceed the performance characteristics provided below: PROPERTY TYPICAL VALUE TEST METHOD Breaking strength 325 lbf(MD) ASTM D 751-89 290 lbf(XMD) Tear strength 701bf(MD) ASTM D 751-89 78 lbf(XMD) Low Temp. Flex. -60 F ASTM D 2136-84 Thickness 0.045" ASTM D 751-89 • Weight 41.6 oz/sq.yd. ASTM D 751-89 G. Non-shrinking, non-rotting woven glass mesh shall meet or exceed the performance characteristics provided below: PROPERTY TYPICAL VALUE TEST METHOD r Weight 0,065 kg/m2 ASTM D146-78a (1986) (1.32 Ib/ 100 ft2) Moisture based on None ASTM D 146-78a (1986) " Net weight ASTM D 751 Average tensile ASTM D 751 Strength @77F ASTM D 751 Boston Bay Architects, inc. SECTION 07510-7 COLD-PROCESS BUILT-UP ROOFING 4 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs <s Wrap threads .334 N (75 Ibf) ASTM D 751 4 Filling threads .334 n (75 IW) ASTM D 751 Organic content ASTM D 751 .@ Weight 18.7% ASTM D 751 Type PVC/acrylic waterbased ASTM D 751 1 4 H. The completed roofing assembly(insulation, roofing and flashing)are required to achieve I a Class 1A-120 approval from Factory Mutual Engineering & Research when tested in accordance with F.M. 4470. =a PART 3 - EXECUTION 3.01 EXAMINATION S A. Verify conditions as satisfactory to receive work. :*q 1 B. Do not begin roofing until all unsatisfactory conditions are corrected. Beginning work w constitutes acceptance of conditions. C. Verify that work of other trades penetrating roof deck or requiring men and equipment to W traverse roof deck has been approved by the Owner, Architect, Full-Time Jobsite Inspector and related individuals. D. Check projections, curbs, and deck for inadequate anchorage, foreign material, moisture, or unevenness that would prevent quality and execution of new roofing system. A 3.02 GENERAL WORKMANSHIP w A. The substrate is to be free of foreign particles prior to laying roof membrane. liiii B. Phased applications are not permitted. All plies shall be completed each day. ti C. Traffic and equipment must not disturb or materially affect the completed roof plies until A cold-process adhesives have set. D. Wrapper and packaging materials are not to be included in roofing system. E. Entrapped debris and/or aggregates are not permitted within new membrane. The presence of foreign materials and the discovery during the project is sufficient cause for "1 rejection. I F. Roof plies shall never touch ply, even at roof edges, or laps, tapered edge strips, and - cants. iii G. The Roofing Contractor must extend roofing membrane to top edge of cant at wall, and projection bases. ,5 4.1I Boston Bay Architects, Inc. SECTION 07510-8 COLD-PROCESS BUILT-UP ROOFING I r 8 .. Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs H. Cut out fish mouths/side laps which are not completely sealed and patch. Replace all roofing sheets, which are not fully and continuously bonded. 3.03 PREPARATION it A. Protection: 1_ Contractor shall be responsible for protection of property during course of work. Lawns, shrubbery, paved areas, and building shall be protected from damage. Repair damage at no extra cost to the Owner. 2. Roofing, flashing, membrane repairs, and insulation shall be installed and sealed �,. in a watertight manner on same day of installation or before arrival of inclement weather. 3. At start of each work day roof drains and leaders within the daily work area shall °j be plugged. Drain plugs are to be removed at end of each work day or before arrival of inclement weather. .r 4. Preparation work shall be limited to those areas that can be covered with installed roofing material on same day and before arrival of inclement weather 5, Arrange work sequence to avoid use of newly constructed roofing for storage, walking surface, and equipment movement. Move equipment and ground storage areas as work progresses. 3.03 PREPARATION 1. At end of each working day, removal areas shall be sealed with water stops `r along edges to prevent water entry. 2. Provide clean plywood walkways and take other precautions required to prevent tracking of aggregate/debris from existing membrane into new work area where aggregate/debris pieces can be trapped within new roofing membrane. Contractor shall instruct and police workmen to ensure that aggregate/debris is not tracked into new work areas on workmen's shoes or equipment wheels. Discovery of entrapped aggregate/debris within new membrane is sufficient cause for its rejection. 3. All items penetrating the membrane shall be flashed and sealed watertight to the r membrane as detailed on the drawings or as required by the roofing system manufacturer, if not detailed. 4. Before starting work,the Roofing Contractor is to flood test all building drains and submit affidavit in writing to the Architect that the building drains have been tested and are operating, before work commences and at the end of the project. Boston Bay Architects, Inc, SECTION 07510-9 COLD-PROCESS BUILT-UP ROOFING y Hampshire Council of Governments I Hampshire County Courthouse Main Street Entrance Steps&Repairs ii 3,04 ROOF SYSTEM APPLICATION A. Install three(3) plies of trilaminate, reinforced ply sheet adhered in cold process adhesive onto properly installed thermal insulation. Adhesive coverage rate: 2,0 gal per 100 seift, interply. 4- B. Use 12-. 24-, and 36-inch starter plies to start and finish roof membrane along roof edges and terminations. Overlap each succeeding ply 24 inches. Place ply sheets to ensure that water will flow over or parallel to;but, never against exposed edges. till C. Lap ply sheet ends six (6) inches. Stagger end laps twelve(12) inches minimum. D. Apply cold process adhesive no more than ten (10) feet ahead of each roll being embedded. E. Extend all plies to top edge of cant strips. F. Broom all plies to ensure complete and continuous seal and contact between adhesive and ply sheets. Broom ends, edges and laps without wrinkles, fishmouths, or blisters. Do not walk on plies until adhesives have set. p G. Roofing ply shall never touch roofing ply,even at roof edges, laps, tapered edge strips, 4 and cants, H. Cut out fishmouths)side laps, which are not completely sealed and patched. Replace all 4 sheets,which are not fully and continuously bonded. .r Mk I. Overlap previous days work at least twenty-four(24)inches(minimum), J. Carefully cut roof flashing around the circular holes in the brownstone railing (see is Drawings)and seal flashing and plies tight to surfaces according to recommendations, Do not cover or seal circular hole flashing from the exterior side of the railing due to historical preservation restrictions. 3.05 SURFACING APPLICATION A. Surface Top layer. 1. Prior to application of top layer, the Roofing Contractor shall inspect the roof, „s The appropriate representative of the Roofing Material Manufacturer, the Owner and Architect, shall be present and look for any defects before flood coat S application. 2. Over entire roof apply surface spray apply uniform and continuous flood coat of4 cold process aggregate adhesive surface coating. Energy Star rated white highly reflective, low volatile(low odor)cold applied surfacing adhesive, no asbestos oi content. } a. Coverage rate: Five (5) gallons per 100 sq. ft. ily b. Aggregate Surfacing: ASTM D1863, max 3/8" in. clean, dry opaque is water worn crushed stone(white marble)free of sharp edges. 3. Walkway pads- Mineral granule—surfaced polymer—modified, reconstituted rubber surface textured, slip resisting pads, manufactured as traffic pad for foot traffic and acceptable to roofing manufacturer, 3/8"thick. Set walkway pads in ' irkY Boston Bay Architects, no. SECTION 07510-10 COLD-PROCESS BUILT-UP ROOFING ty iii i Hampshire Council of Governments via Hampshire County Courthouse Main Street Entrance Steps&Repairs cold applied adhesive. Furnish and install roof Walkway pads from East and West railing side of roof, to access roof drains. Coordinate with Architect. 3.06 ADJUSTMENTS AND CLEANING A. Repair of deficiencies: 1. Installation of details noted as deficient during Inspection and at Substantial Completion must be repaired and corrected by applicator, and made ready for reinspection,within five (5)working days. tor B. Clean-up: 1. Immediately upon job completion, the roof membrane and flashing surfaces shall IP be cleaned of debris. "r END OF SECTION r '+r r n w Boston Bay Architects, Inc. SECTION 07510-11 COLD-PROCESS BUILT-UP ROOFING Y ne r.r. •t ' . 3 .tC •:. j ! . W kW : :$ ; t• ••. Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 6 Repairs r SECTION 07600 ;rr FLASHINGS AND SHEET METAL ( PART OF SECTION 07010) PART 1 •GENERAL 1.01 RELATED DOCUMENTS rai A. Sub Bid requirements:As provided under Section 07010- RROOFING AND FLASHING FILED SUB-BID REQUIREMENTS and supplemented under the Bidding Requirements, Contract w" Forms, and Conditions of the Contract, and applicable parts of Division 1- GENERAL REQUIREMENTS. B. Examine all Sections of the Specifications for requirements,which affect work of this Section whether or not such work is specifically mentioned in this section. C. The Work of this filed Sub-Bid includes all individual specification sections listed in Section 07100. 1.02 SECTION INCLUDES A. Furnish and install metal Flashings required to complete the roofing application according to details and specified herein. This includes but is not limited to the following: 1. Sheet metal flashing at perimeters, plumbing vents, mechanical vents,skirt flashings, counter flashings, base flashings, curb counter flashings, fascia, gutters.gutter leader heads,downspouts,cap flashing, exhaust vents, pitch pockets, valley flashing, and ridge flashing, for a complete and thorough job. r 1.03 RELATED WORK VP A. Related Sections: 1. Section 02050—Demolition 2. Section 06100- Rough Carpentry:Wood blocking and nailers. 3. Section 07510—Cold process Built up Roofing 4. Section 07900—Joint Sealers and Fillers 1.04 SUBMITTALS A. Submit the following data: 1. A letter from the Flashing Material Manufacturer stating that the materials insulation to be used on the project is acceptable for use with the system to be used. 2. Manufacturer's data sheet on each type of metal flashing. w 3. Manufacturers Material Safety Data Sheets for all products specified in this Section. r Boston Bay Architects, Inc 07600-1 FLASHINGS AND SHEET METAL Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs ilt Si 4. Shop Drawings: a. Fully dimensioned large scale design details showing material profiles, le splices, flashing termination and other jointing details,fastening methods and installation details. Indicate material type, sizes, and weights or ic gauges. Indicate extent of adjacent work specified under other Sections Ili of the Specifications. b. Fully detail methods of relieving stresses due to thermal movement, including sealing of expansion seams. c. All detail bearing dimensions of actual measurement taken at the project. 4 5. Verification Samples: a. 12-inch long samples of formed metal. iric 1.05 PROJECT CONDITIONS V i if A. Work shall be performed only during dry weather and applied to dry surfaces with all materials entirely free of moisture. ■ 1.06 CODES AND STANDARDS A. Except as modified by the requirements of other governing codes and by this I specification, conform to the provisions and recommendations of the following codes and standards: 14 1. All copper installation work shall be in accordance with the latest published literature of Revere Copper Company (Copper& Common Sense). Nil 2. Metal installation shall be in accordance with the Architectural Sheet Metal iii Manual published by the Sheet Metal and Air Conditioning Contractor National Association, Inc. (SMACNA). 3. NRCA— Roofing and Waterproofing Manual. . 1.07 REFERENCES 1 A. Comply with applicable requirement of the following standards and those others r referenced in this Section, under provisions of Section 01090—References. Where these in standards conflict with other specified requirements, the most restrictive shall govern. il 4 1. ASTM B 32—Solder Metal. 2. ASTM B 152—Specification for Copper, Sheet, Strip, Plate and Rolled Bar. n 3. ASTM B 370—Copper Sheet and Strip for Building Construction. .11 4. ASTM B 486—Paste Solder. 5. ASTM D 226—Asphalt-Saturated Organic Felt Used in Roofing and 4 Waterproofing. 6. ASTM D 2178—Asphalt Impregnated Glass Mat for Roofing and Waterproofing. 4 4 7. ASTM D 4586—Asphalt Roof Cement, Asbestos-Free. 8. FS O-F-506— Flux, Soldering, Paste and Liquid. ri1 9. FS QQ-C-576b—Copper Flat Products, (Plate, Bar. Sheet and Strip). 4 10. FS QQ-L-201f—Lead Sheet. Boston Bay Architects, Inc 07600-2 FLASHINGS AND SHEET METAL 2. 8 1 i/ Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 11. FS QQ-S-571 —Solder, Tin Alloy. ,0 1.08 QUALITY ASSURANCE A. All personnel concerned with the shop fabrication and field installation of sheet metal work must be qualified sheet metal mechanics. The foreman of the crew must have at least five (5)years experience in roofing sheet metal work. 1.09 SEQUENCING AND SCHEDULING P A. Coordinate the installation of flashings arid sheet metal work with the various trades responsible for installing interfacing materials,and install the work at appropriate times so as not to delay the progress of related work. 1.10 WARRANTY A. Provide the following warranties under provisions of Section 01700 Contract Closeout. PART2- PRODUCTS 2.01 MATERIALS A. Four(4)lb. sheet lead for drain lashings, vent pipe flanges, pitch pocket flanges and related, similar flashings. B. Sixteen (16) ounce, red copper sheet metal for counter flashings, mechanical vent flashing, plumbing vent flashings, skirt flashings, cylindrical penetration flashings and other miscellaneous metal lashings. r 1. Flashing: a. Perimeter fascia, 16 ounces per square foot, red copper. b. Apron flashing, 16 ounces per square foot, red copper. c. Base flashing, 16 ounces per square foot, red copper. P d. Drip edge, 16 ounces per square foot, red copper. k C. Solder shall be 60% lead, 40%tin for copper or manufacturers recommendation. D. Flux shall be non-add type flux manufactured specifically for use with sheet copper. r 2.02 FASTENERS A. For attaching sheet metal to masonry, use 3116"diameter expansion fastener with mushroom head and stainless steel nail. B. Fasteners for the attachment of copper sheet metal flashings to wood blocking shall be r flat-head,diamond-point, barbed shank, copper wire slating nails. Minimum gage: Twelve(12). The length of fasteners shall be sufficient to provide a minimum of 1/4 inch embedment into underlying wood blocking. Boston Bay Architects, Inc 07600-3 FLASHINGS AND SHEET METAL r Hampshire Council of Governments Hampshire County Courthouse Mein Street Entrance Steps&Repairs N C. Fasteners for attaching termination bars and sheet steel to masonry/concrete surfaces shall be corrosion-resistant, expansion fasteners with rounded, stainless-steel pins. Fasteners shall have a minimum width of 114" and a minimum sleeve length of two (2) +r, inches.All fasteners shall incorporate the use of properly sized, neoprene washers. Fastener must meet-or-exceed all tensile strength requirements listed under Federal GSA Specification FF-S-325, Group V, Type 2, and Class 3, i 2.03 METAL FLASHING A. General 4 1. ASTM A240, Type 304, 2D finish (dull, cold-rolled), min. 0.0187 in. thick, except a as otherwise noted or specified. 2. Shop-fabricate work to greatest extent possible, obtaining field measurements for accurate fit before shop fabrication, 3. Custom-Fabricate stainless steel sheet metal flashing and trim to comply with SMACNA'a Architectural Sheet Metal Manual recommendations that apply to design, dimensions, metal and other characteristics of item indicated. 4. Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and levels indicated,with exposed edges folded Of back to form hems. 5. Fabricate for waterproof and weather-resistant performance; with expansion provisions for running work, sufficient to permanently prevent leakage, damage, or deterioration of work. Uri 6. Form work to fit substrates. 7. Comply with material manufacturer instructions and recommendations for forming material. B. Solder for Stainless-Steel: ASTM 832, Grade Sn60, with acid flux of type recommended by stainless-steel sheet manufacturer. C. Elastomeric Sealant ASTM C920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and uijl trim and remain watertight, D. Reglets: 1. Surface-Mounted-Type: Provide with slotted holes for fastening to substrate, • with neoprene or other suitable weatherproofing washers, and with channel for sealant at top edge. 2. Concrete-Type: Provide temporary closure tape to keep reglet free of concrete rit materials,special fasteners for attaching reglet to concrete forms,and guides to ensure alignment of regiet section ends. 3. Masonry-Type; Provide with offset top flange for embedment in masonry mortar joint. E. Seams: 1. Fabricate nonmoving seams in accessories with Bat-lock seams. 2. Tin edges to be seamed, form seams, and solder, nk F. Sealed Joints: Form non-expansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA recommendations. G. Expansion Provisions' Where lapped or bayonet-type expansion provisions in work cannot be used,form expansion joints of intermeshing hooked flanges, min. 1 in.deep, filled with elastomeric sealant concealed within joints. H. Fasteners and Cleats; 1. Conceal fasteners and expansion provisions where possible on exposed-to-view sheet metal flashing and trim, unless otherwise indicated. 4 2. Fabricate deals and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. Boston Bay Architects, Inc 07600-4 FLASHINGS AND SHEET METAL iq 4 Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs 3. Thickness: As recommended by SMACNA's Architectural Sheet Metal Manual for application, but not less than thickness of metal being secured. r 2.04 ACCESSORIES 'r" A. N/A 2.05 FLASHING FABRICATION—GENERAL 44. A. Form flashing as required, or to profiles indicated on the Drawings, to protect materials from physical damage and shed water. B. Form sections square and accurate to profile, in maximum possible lengths,free from distortion or defects detrimental to appearance or performance. To the greatest extend applicable, fabricate sheet metal components in shop, and thoroughly clean all joints on ,. both sides of the sheet metal work. C. Fabricate cleats and starter strips of same materials as sheet. D. Form pieces in longest practical lengths, with flat lock seams, Hem exposed edges or undersides Yn inch, miter seam corners, M, E. Fabricate corners from one piece with minimum 1$inch long legs, solder for rigidity,seal with sealant. PART 3-EXECUTION 3.01 EXAMINATION A. Verify roof openings, curbs, pipes. sleeves, vents through roof are solid and set, cant • strips and replete in place and nailing strips located. B. Beginning of work shall constitute acceptance of the conditions of the surfaces to which ,M, this work is to be applied. 3.02 PREPARATION A. Field measure site conditions prior to fabrication. B. Install starter and edge strips, and cleats before starting installation. C. Cleat and seam all joints. Apply plastic cement compound between metal Flashings and felt flashings. D. Fit flashing tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles, ior E. Solder metal joints at gutters and rain leaders watertight for full metal surface contact. After soldering, was metal clean with neutralizing solution and rinse with water. Seal all Boston Bay Architects, Inc 07600-5 FLASHINGS AND SHEET METAL r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs metal joints watertight. F. During the installation of work of this Section, protect the work of other trades against undue soilage and damage by the exercise of reasonable care and precautions. Repair or replace any work so damaged and soiled. 3.03 WORKMANSHIP A. Workmanship for sheet metal shall be as follows: t. Surfaces to be covered with sheet metal shall be free from defects and clean of dirt and other debris. 2. Lines, rises and angles shall be sharp and true. Plane surfaces shall be free from waves and buckles. Joints and seams in plain surfaces shall be avoided as far as possible. 7 3. Sheet metal work exposed to the weather shall be permanently watertight and weathertight, with suitable provisions made for free expansion and contraction without causing leaks. 4. Exposed edges shall be"hemmed" % inch in such a manner as to conceal them and provide stiffness. I 5. No fasteners shall be exposed on the face of the finished work except as shown on the drawings or approved by the Architect. 3.04 INSTALLATION (METAL FLASHINGS) A. Except as otherwise shown on the reviewed shop drawings or specified herein, the workmanship of sheet metal work, method for forming joints anchoring, cleating, provisions for thermal movement, etc., shall conform to the standard details and recommendations of the sheet metal producer and those of producer organizations and research institutions and associations concerning the sheet metal used, in addition to the standards and details set forth in the referenced materials specified this Section. B. Face nailing will not be permitted, concealed cleating or other concealed method must be used to attach sheet metal work to structure. C. Ensure that fastening do not exceed 8 inches on centers. Use Flat head fasteners throughout, and seal all fastener head after installation thereof. D. Fill all slip joints and overlapping surfaces in the assembly with specified sealant material, removing all excess sealant material from the prefinished surfaces immediately, to prevent staining the finish. a E. Install metal flashing in accordance with SMACNA guidelines, and as may be necessary to achieve the Roofing Materials Manufacturer's system warranty. F. Finish work to be free from water leakage under all weather conditions. G. Install electrolytic insulation materials between dissimilar metals. Avoid to the greatest extent practical, using dissimilar metals in contact with each other. Boston Bay Architects, Inc 07600-6 FLASHINGS AND SHEET METAL I - Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps 8 Repairs H. All exposed new sheet metal work shall be cleaned at completion of installation. Grease and oil films, hand prints, asphaltic smudges and other similar staining shall be removed and scrubbed clean. All new exposed metal surfaces shall be free of dents, creases, waves, scratch marks, and solder marks. Cleanup(on a daily basis)ail shavings, clippings, shearings, rivets, fasteners, and whatever other debris is generated from sheet metal fabrication and installation. I. Proceed with flashing work concurrently to membrane installation to prevent water intrusion into the roof assembly. +. 3.05 CLEANING A. Daily clean work areas by sweeping and disposing of debris. IS B. Upon completion of the work of this Section in any given area, remove tools, equipment and all rubbish and debris from the work area: leave area in broom-clean condition. ., END of SECTION r P ,� Boston Bay Architects, Inc 07600-7 FLASHINGS AND SHEET METAL r.:a ti *7fl ::.t : .a 1 :g •: ! • off Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 07900 JOINT SEALERS AND FILLERS PART 1 -GENERAL to 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including the General and Supplementary Conditions �^ and Division 0—Bidding Documents, Contract Forms,and Conditions of the Contract and Division 1 — General Requirements, apply to the work of this Section. S. Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be determined without a thorough review of all specification sections and other Contract Documents. +� 1.02 SECTION INCLUDES A. Work Included: The Contractor shall furnish and install al! labor, materials, equipment, tools, and transportation as necessary to complete all of the work of this ism Section as shown on the Contract Drawings.The Work of this Section includes but is not limited to the following: 1. Prepare sealant substrate surfaces, including removal of existing sealant and backing, and thorough cleaning of joints as related to roof replacements and related work. 2. Furnish and install sealant and backing. 1.03 RELATED WORK A. Related Sections: 1. See all Sections in the Project Manual, Division Two- Sixteen. .. 1.04 REFERENCE A. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01090--References. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. ✓ 1. ASTM C 717—Terms Relating to Building Seals and Sealants. 2. ASTM C 790—Use of Solvent-Release Type Sealants. 3. ASTM C 804—Use of Solvent-Release Type Sealants. 4. ASTM C 834—Latex Sealing Compounds. r 110 Boston Bay Architects, Inc. 07900- 1 JOINT SEALERS AND FILLER Hampshire Council of Governments Hampshire County Courthouse ilit Main Street Entrance Steps&Repairs 5. ASTM C 919—Use of Sealants in Acoustical Applications. irtir 6. ASTM C 920—Elastomeric Joint Sealants. 7. ASTM C 962—Use of Elastomeric Joint Sealants. -2 Y 8. ASTM C 1085—Butyl Rubber Based Solvent Release Sealants. 9. ASTM C 1193—Guide for Use of Joint Sealants. 10. ASTM D 1056—flexible Cellular Materials—Sponge or Expanded Rubber. 11. FS TT-S-00227E— Sealing Compound: Elastomeric Type, Multi-Component. l 12. FS TT-00230C—Sealing Compound: Elastomeric Type, Single-Component. itt 13. FS TT-S-001543A—Sealing Compound, /silicone Rubber Base. 14. FS TT-S-001657 -Sealing Compound, Single Component, Butyl Rubber Based, solvent Release Type. Y� 1.05 INTENT .a A. Performance and Design Requirements for Sealants: Provide sealants to maintain S long term (20 years minimum) air tight and water tight seals. No cohesive or adhesive failure, nor cracking or bubbling of sealant surfaces are permitted. Provide sealants certified by sealant manufacturer to be capable of accommodating the full range of S manufacturing tolerances, field erection tolerances, thermal movements, seismic movements, building structure movements(floor sag, beam sag and column sa settlement), building deflections and all other movements, Design sealant joints to accommodate the worst possible combination of effects and to prevent internal sealant stress failure, deterioration, and failure of weather seals. B. Exterior Work:A major intent of the exterior work of this Section is to keep the building dry and permanently establish and maintain airtight and watertight continuous seals within the manufacturer's published limits of normal age and wearing, 1.06 QUALITY ASSURANCE A. Applicator specializing in applying the work of this Section with a minimum of 3 years documented experience approved by sealant manufacturer. B. Obtain joint sealers from a single manufacturer for each type specified. Conform to SWRI requirements for installation. C. Source: For each type of sealant and filler material required for the work of this Section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. D. Mock-ups: Before beginning primary work of this Section, provide 10 linear feet of mock-ups of each type of sealing and filler work at locations acceptable to the Boston Bay Architects, Inc. 07900-2 JOINT SEALERS AND FILLER Hampshire Council of Governments ` Hampshire County Courthouse Main Street Entrance Steps&Repairs Architect and obtain Architects acceptance of visual qualities. Protect and maintain acceptable mock-ups throughout work of this section to serve as criteria for acceptance of this work. Acceptable mock-ups may be incorporated into the finished work. 1.07 TESTS A. Construction Sealant Adhesion Tests: Periodically test sealants in place for adhesion using methods recommended by sealant manufacturer. Promptly replace all sealant _ which does not adhere or which fails to cure properly. 1.08 SUBMITTALS A. Refer to Section 01330–Submittals B. Product Data:Submit manufacturer's product data, installation and curing instructions, use limitations and recommendations for each material used. Provide ` certifications stating that materials comply with requirements, C. Certifications: Provide manufacturer's certification of the performance of this work. .. Provide certified test reports on aged performances, hardness, stain resistance, adhesion, cohesion and tensile strength, low temperature flexibility, elongation, modulus of elasticity, water absorption, and resistance to weight loss and deterioration due to heat,ozone and ultraviolet exposure. D. Initial Selection Samples: Submit Samples showing complete range of colors and finishes available for each material used. E. Verification Samples: Submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide actual samples having minimum lengths of 4 inches. r F. Test Reports: Submit certified test reports for tests required. 1.09 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from damage.Sequence deliveries to avoid delays but minimize on-site storage. 1,10 PROJECT CONDITIONS A. Weather: Perform Work only when existing and forecasted weather conditions are — within the limits established by the manufacturers of the materials and products used. B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. C. Temperature: Comply with manufacturer's requirements and recommendations. Understand that joints to be sealed should not be near their fully closed nor fully open a extremes, but in mid-range of the joints intended movement. Obtain Architect's .. Boston Bay Architects, Inc. 07900-3 JOINT SEALERS AND FILLER Hampshire Council of Governments ` Hampshire County Courthouse Main Street Entrance Steps&Repairs written permission to seal joints when ambient temperatures are below 50 degrees F or above 85 degrees F. D. Conference: Convene a pre-installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1.11 WARRANTY A. Provide written warranty under provisions of Section 01700—Contract Closeout signed by manufacturer, installer and Contractor, agreeing to repair or to replace work which exhibits defects in materials or workmanship. B. "Defects" is defined to include, but is not limited to, leakage of water, abnormal aging or deterioration, and failure to perform as required. Include requirement for removal and replacement of covering and connected adjacent work. 1. Warranty Period: 5 years from the date of Substantial Completion. PART 2 -PRODUCTS iii 2.01 GENERAL REQUIREMENTS a A. Before installation check each sealant for compatibility with adjacent materials and surfaces and with indicated exposures. Select sealers which are recommended by the manufacturer for each application indicated. Where exposed to pedestrian or iii vehicular traffic, provide sealers which are non-tracking and are strong enough to withstand the traffic without damage. B. Colors: Provide colors as selected by Architect from manufacturer's standard colors. Where specifically requested, provide custom color matches. Ja 2.02 SEALANTS MATERIALS Si A. Joint Sealer Type AS (Acrylic acoustical): One component acrylic latex, permanently elastic, non-staining, non-shrinking, non-migrating and paintable. 1 iii 1. Tremco, Beachwood OH.; product, "Acoustical Sealant". 2. United States Gypsum Company, Chicago IL.; product"USG Acoustical Sealant". j 3. Pecora Corporation, Harleysville PA.; product":AC-20+". .1 Ili B. Joint Sealer Type AP(Acrylic painters caulk): One component acrylic latex caulking compound, conforming to FS 19-TP-21M and ASTM C 834, paintable within 24 hours after application, with a minimum movement capability of+/- 12.5%, equal to one of 7i the following: 1. Sonneborn Building Products Inc., Minneapolis Nm.; product, "Sonolac". ` i 2. Tremco, Beachwood OH.; product"Trimflex 834". ii Boston Bay Architects, Inc. 07900-4 JOINT SEALERS AND FILLER i 1 Hampshire Council of Governments ^ Hampshire County Courthouse Main Street Entrance Steps&Repairs 3. Bostik; product"Chem-Calk 600". ^ C. Joint Sealer Type B(Butyl): Bun-grade modified butyl and polyisobutylene sealant, conforming to FS TT-S-001657, Type I, and ASTM C-834, with a movement capability of 1- 10%or better and a Shore A ghardness of 24 to 28,equal to one of .. the following: 1. Tremco, Beachwood OH.; product, "Butyl Sealant". 2. Pecora Corporation, Harleysville PA.; product:"BC-158". .. D. Joint Sealer Type BP2 (Bitumen modified polyurethane, Multi-component): Pouring grade self-leveling bitumen modified two component urethane sealant, conforming to ASTM C920, Type M, Grade P, Class 25 and FS SS-S-0027E,Type 1, Class A, with a minimum movement capability of+50/-25 percent, equal to one of the following: 1. Mameco International, Inc., product"Vulkem 202". ., 2. Sonneborn Building Products Inc., Minneapolis Nm.; product, "Sonomeric 2". 3. Pecora Corporation, Harleysville PA.; product: "Urexpan NR-300". E. Joint Sealer Type HL1 (Horizontal-self-Leveling, 1-component): Pouring grade self- leveling modified urethane sealant,conforming to FS TT-S000230C,Type I. Class A, ^ and ASTM C 920 Type S, Grade P, Class 25, with a minimum movement capability of+/-25 percent, equal to the following: 1. Mameco International, Inc., product"Vulkem 45". 2. Sonneborn Building Products Inc., Minneapolis Nm.; product, "SL1". 3. Pecora Corporation, Harleysville PA,; product:"Tremflex SL". F. Joint Sealer Type P2(Polyurethane, Multi-component):Low modulus type, Multi- component non-sagging gun-grade polyurethane sealant, conforming to FS TT-S- "' 000227E,Type II, Class A. and ASTM C 920,Type M, Class 25, Grade NS, use NT, M, A and 0 with a minimum movement capability of+/-50 percent, equal to the following: 1. Mameco International, Inc., praduct'Vulkem 922". 2. Sonneborn Building Products Inc., Minneapolis Nm.; product, "Sonolastic NP2". 4 3. Tremco, Beachwood OH.; product"Dymeric 511". 4. Pecora Corporation, Harleysville PA.;product:"DynatrolWA G. Joint Sealer Type SE(Silicone, Exterior construction): One part low modulus, moisture curing, synthetic rubber sealant, having a useful life expectancy of at least '• 20 years, conforming to ASTM C 920,Type S, NS Class 25 FS TT-S-001543A,Type, �. Boston Bay Architects, Inc. 07900 -5 JOINT SEALERS AND FILLER Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs �gy ■ Class A with a minimum movement capability of+100 percent and —50 percent, equal to the following: 1. Dow Corning Corporation, Midland MI.; product"790". 2. Tremco, Beachwood OH.; product"Spectrim 1". 3. General Electric Company(GE Silicones )Waterford NY.; product, "Construction 1200". H. Joint Sealer Type SM (Silicone, Mildew-resistant): USDA approved one component acetoxy silicone rubber, mildew resistant, acceptable to local health officials, conforming to U.S. Food and Drug Administration regulation 21 CFR 177.2600, FS TT-S-001543A, Type Non-Sag, Class A, and FS TT-S-00230C, Type II, Class A and ASTM C 920, Type S, Class 25, Grade NS, use NT, G and A with a minimum movement capability of+1-25 percent, and a Shore A hardness of 20, equal to the following: 1. Dow Corning Corporation, Midland MI.; product"786". 4;4 2. General Electric Company(GE Silicones )Waterford NY.; product, "Sanitary 1700". 3. Sonneborn Building Products Inc., Minneapolis Nm.; product, "Sonolastic- OmniPlus". 4. Tremco, Beachwood OH.; product"Proglaze". S 5. Pecora Corporation, Harleysville PA.; product: "898". 2.03 ACCESSORIES A. Compressible joint bead back-up: Compressible closed cell polyethylene, extruded polyolefin foam or polyurethane foam rod, 1/3 greater in diameter than width of join. Shape and size of compressible back-up shall be as recommended by manufacturer for the specific condition used. Provide one of the following, or equal. (only closed cell rods will considered) 1. Applied Extrusion Technologies, Inc., Middletown DE, product"Soft Rod". 2. Backer Rod Manufacturing, Inc., Denver, CO, product°Denver Foam". S 3. Sonneborn Building Products inc., Minneapolis MN, product"Sonofoam". B. Primers: Furnish and install joint primers of the types, and to the extent, recommended by the respective sealant manufacturers for the specific joint materials and joint function. C. Bond-breaker tape, and temporary masking tape: Of types as recommended by the manufacturer of the specific sealant and caulking material used at each application, and completely free from contaminants which would adversely affect the sealant and caulking materials. Y Boston Bay Architects, Inc. 07900-6 JOINT SEALERS AND FILLER Hampshire Council of Governments .. Hampshire County Courthouse Main Street Entrance Steps&Repairs PART 3- EXECUTION 3.01 INSPECTION A, The Installer shall examine substrates and conditions under which this work is to be performed and notify the Contractor and the Architect, in writing, of conditions w detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of sealant work means Installer's acceptance of joint surfaces and conditions. w 3-02 PREPARATION AND INSTALLATION A. Manufacturer's Instructions and Recommendations: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive so requirements are specified in this section. B. Preparation: Clean joint surfaces immediately before installation of sealant, primers. - tapes and fillers. Remove all substances which could interfere with bond. Etch or roughen joint surfaces to improve bond. Tape or mask adjoining surfaces to prevent migration problems. Provide backer rods for all liquid sealants except where specifically recommended against by sealant manufacturers. Prevent three sided adhesion by use of bond breaker tapes or backer rods, C. Sealing: Force sealants into joints to provide uniform, dense, continuous ribbons free r++ from gaps and air pockets. Install sealants so that compressed sealants do not protrude from joints. Dry tool sealants to form a smooth, dense surface with joint surfaces adhering equally on opposite sides. At horizontal joints,form a slight cove to prevent trapping water. Except in hot weather, make sealant surface slightly concave. 1. Sealant Depth: Provide sealants to depth indicated, or if not indicated, make joint depth equal joint width for joints up to 1/2"wide, make depth equal to one-half of w the joint width. 3.03 EXTENT OF SEALING WORK w A, General Extent: Seal all joints noted and all interior and exterior joints, seams and intersections between dissimilar materials.Provide elastomeric sealant installation with backer rod in all interior and exterior control joints. w B. Exterior Sealing: Without limitation, the work of this section includes sealing the following: w 1. Wood to wood and wood to metals joints 2. Metal to masonry and masonry to concrete joints. w 3. Metal to metal joints. 3.04 CURING r A. Cure sealants in strict compliance to manufacturer's instructions and recommendations to obtain highest quality surface and maximum adhesion. Make w every effort to minimize accelerated aging effects and increase in modulus of elasticity. w Boston Bay Architects, Inc. 07900-7 JOINT SEALERS AND FILLER Iwo Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs a 3.05 REPAIR AND CLEANING A. Remove and replace work which is damaged or deteriorated in any respect. a B. Clean adjacent surfaces using materials and methods recommended by sealant manufacturer. Remove and replace work that cannot be successfully cleaned. 3.06 PROTECTION A. During the operation of sealant work, protect the work of other trades against undue soilage and damage by the exercise of reasonable care and precautions. Repair or replace any work so damaged and soiled. 3.07 SCHEDULE A. General: Seal joints indicated and all interior and exterior joints, seams, and intersections between dissimilar materials. B. Sealant colors: 1. Colors for Sealant Types "P2": Match colors furnished by Architect, or match other building materials as directed. Should such custom colors not be available from the approved manufacturer, except at additional charge, provide all such colors at no change in Contract Sum. 2. Colors for Sealant Types "BP2", "SE", and "SM": As selected by Architect from manufacturer's standard colors. 3. Color for Sealant Types"AA"and"AP": White. 1. 4. Color for Sealant Type"B": Black. 5. In concealed installation, and in partially or fully exposed installation where so approved the Architect, standard gray or black sealant may be used C. Exterior joints(Listed by primary building material abutting sealant joints): 1. Concrete(including precast): JOINT CONDITION SELECTED TYPE a. Concrete to concrete,vertical control joints: P2 b. Concrete foundation walls to abutting concrete, and other non- BP2 bituminous pavements, steps, platforms, and ends of ramp, (horizontal joints): c. Concrete slabs on grade to abutting non-bituminous pavements i BP2 (horizontal joints, including pedestrian traffic surfaces); I j� d, Concrete to concrete saw cut and tooled control and isolation joints in HL2 horizontal surfaces including pedestrian traffic surfaces: e. Concrete to all items which penetrate exterior concrete walls, including, P2 but not necessarily limited to,door frames, louver frames,pipes,vents, and similar items. Boston Bay Architects, Inc. 07900-8 JOINT SEALERS AND FILLER i Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 2. Exterior Masonry: JOINT CONDITION _ - SELECTED TYPE a. Masonry to masonry,control joint: P2- b. Masonry to abutting masonry, stone or concrete: P2 ,! c. Masonry to abutting non-porous materials (painted metals, anodized SE aluminum, mill finished aluminum, PVC, glass, and similar materials): d. Masonry to all items which penetrate exterior masonry walls, including, P2 but not necessarily limited to, door frames, louver frames, pipes, vents, and similar items: 3. Exterior Metal JOINT CONDITION SELECTED TYPE a. Metal to metal ' SE 4. Exterior Wood: JOINT CONDITION SELECTED TYPE a. Wood to wood (painted opaque finishes): SE b. Wood to metal: SE D. Interior joints(Listed primary building material abutting sealant joints): 1. Interior Concrete: JOINT CONDITION ---_ SELECTED Sal TYPE a. Concrete to concrete vertical joints: SE b. Concrete to concrete horizontal surfaces: BP2 tr. _.... ..A. _� a. Concrete to ail items which penetrate exterior masonry walls, including, SG but not necessarily limited to, door frames, louver frames, pipes, vents, and similar items: d. Precast concrete to abutting materials(vertical joints): SC END OF SECTION Boston Bay Architects, Inc. 07900- 9 JOINT SEALERS AND FILLER c,.a La lv:a Jai Mi, Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs r SECTION 09900 +. PAINTING • PART 1 -GENERAL 1.1 GENERAL PROVISIONS +>• A. The BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONTRACT CONDITIONS as fisted in the Table of Contents, and applicable parts of Division 1 –GENERAL REQUIREMENTS,shall be included in and made a part of this Section. Oa B. The work of this Section is shown on the following listed Drawings, not just those pertaining particularly to this sub-trade, unless specifically called out otherwise, +. regardless of where among the Drawings it appears: Architectural Drawings. C. Examine all Drawing and all other Sections of the Specifications for requirements therein affecting the work of this Section. NO 1.2 RELATED DOCUMENTS W A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. — 1.3 SUMMARY A. Section Includes: Work of this Section consists of installing all materials furnished under this Section, including all equipment, labor, services, and incidental items required to complete work as shown on Drawings and specified in this Section. 1- Surface preparation, painting, and finishing of exposed fascia to extent indicated on Drawings. ✓ot 2. Surface preparation, priming, and finish coats specified in this Section, 3. Surface preparation includes all necessary work specified in this Section required to provide surface suitable for application of primers, opaque stains, and other applied materials,whether used as prime or finish coats. — 4. Exposed Surfaces: a. Where item or surface is not specifically mentioned, paint same as similar adjacent materials or surfaces. b. If color or finish is not designated. Architect will select from standard colors or finishes available. B. Scope of Work 1. Prime and Finish coats (2)on existing brass handrail surfaces after cleaning all parts, and railings from pre-painted metal coatings. clear or unclear finishes. Boston Bay Architects, Inc. IN* 09900- 1 PAINTING r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairsa i C. Definitions: ill 1. Paint includes coating systems materials, primers, emulsions, enamels, stains, lacquers, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats. 2. Standard Coating Terms: As defined in ASTM D16 apply to this Section. a. Flat: Refers to lusterless or matte finish with gloss range below 15 when measured at 85 deg. meter. b. Eggshell (Low Luster): Refer to low-sheen finish with gloss range between 15 and 35 when measured at 60 deg. meter. c. Satin: Refer to low-sheen finish with gloss range between 15 and 35 when measured at 60 deg. meter. d. Semigloss: Refer to medium sheen finish with gloss range between 30 and 65 when measured at 60 deg. meter. e. Full-Gloss: Refers to high sheen finish with gloss range more than 65 when measured at 60 deg. meter. 7, 1.4 SUBMITTALS j A. Product Data: Provide for each paint system specified. ,� 1. Material List: a. List each material and cross-reference specific coating and finish system and application. b. Identify each material by manufacturer's catalog number and general _a classification. /Ai 2. Manufacturers Information: Manufacturer's technical information, label analysis, and instructions for handling, storage, and application of each material proposed for use. B. Samples for Initial Color Selections: ia 1. Submit in form of manufacturer's color charts. 2. After color selection, Architect will furnish color chips for surfaces to be coated. til C. Samples for Verification Purposes: 1. Provide samples of each color and material to be applied, with texture to simulate actual conditions on representative samples of actual substrate. 2. Use representative colors when preparing samples for review. 3. Resubmit until required sheen, color, and texture are achieved. 4. Provide list of material and application for each coat of each sample. 1 5. Label each sample as to location and application. iiii 1.5 QUALITY ASSURANCE / i A. Qualifications -Applicator: Engage experienced applicator who has completed painting system applications similar in material and extent to those indicated for Project resulting in construction record of successful in-service performance. B. Single-Source Responsibility: Provide primer produced by same manufacturer as finish coat. i Boston Bay Architects, Inc. 09900 - 2 PAINTING i 11 lak Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs ON 1.6 DELIVERY, STORAGE. AND HANDLING wri A. Deliver materials to job site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and following information: 1. Product name or title of material. 2. Product description (general classification or binder-type). 3. Manufacturers stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. Thinning instructions. 6. Application instructions, 7. Color name and number. B. Storage: 1. Store materials not in use in tightly covered containers in well-ventilated area at min. 45 deg. F (7 deg.C) ambient temperature. • 2. Maintain containers used in storage in dean condition, free of foreign materials and residue. 3. Protect from freezing. _ 4. Keep storage area neat and orderly. 5. Remove oily rags and waste daily. 6. Take necessary measures to ensure workers and work areas are adequately protected from fire and health hazards resulting from handling, mixing, and application. 1.7 PROJECT CONDITIONS ` A. Environmental Requirements: 1. Apply paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 deg. F (10 deg.C)and 90 deg. F (32 deg.C). w 2. Do not apply paint in snow, rain,fog or mist, or when relative humidity exceeds 85 percent, or to damp or wet surfaces, unless otherwise permitted by paint manufacturer's printed instructions. 3. Painting may be continued during inclement weather if areas and surfaces to be ` painted are enclosed arid heated within temperature limits specified by paint manufacturer during application and drying periods. PART 2-PRODUCTS 2.01 MATERIALS A. Material Compatibility: Provide tillers, primers,finish coat materials-and related materials compatible with one another and substrates indicated under conditions of service and ., application, as demonstrated by manufacturer based on testing and field experience. B. Materials Quality: Paint material containers not displaying manufacturer's product identification will not be acceptable. C. Colors: 1. Tint primers and undercoats to approximate shade of selected finish coat color. 2. Color Selections: Boston Bay Architects, Inc. 09900- 3 PAINTING Hampshire Counctt of Governments Hampshire County Courthouse 8 Main Street Entrance Steps & Repairs 4 a. if color is not listed for specific area or item, It does not relieve Contractor of responsibility for providing colors to be selected. ':q b, Color selection made by Architect is to determine basic color required for rY surface. c. Colors with same designation but produced from two or more sources shall match when viewed from distance of 24 in. or more. d. Final application of colors shall match prepared samples approved by Architect. .331;; D. Exterior Opaque Finish Coatings: +� 1. General: a. Following finish coatings schedule is based on products of Benjamin Moore -11 to establish minimum quality of coatings. 4 b. Equal or better products of CI Dulux or Sherwin Williams are acceptable when supporting technical data is submitted. c. Provide primers produced by same manufacturer as finish coats. B. Wood -Solid Color Acrylic Stain: 0 a. System: 2 finish coats. b. First and Second Coat: Benjamin Moore Moorcraft Super Spec Acrylic "„ Exterior Stain#179. rill PART 3 -EXECUTION §g 3.01 EXAMINATION i A. Substrate: iit 1. Examine substrates and conditions under which painting will be performed for Y compliance with requirements for application of paint. 2. Surfaces receiving paint must be thoroughly dry before paint is applied. 3.02 PREPARATION A A. General: •s 1. Remove items in place not to be painted. 2. Remove these items if necessary for complete painting of items and adjacent surfaces. 3. Following completion of painting operations in each space or area, have items I reinstalled by workers skilled in trades involved. 1 B. Cleaning: 1. Before applying paint or other surface treatments, clean substrates of substances that could impair bond of various coatings. 2. Remove oil and grease before cleaning. 3. Schedule cleaning and painting so dust and other contaminants from cleaning 9 process will not fall on wet, newly painted surfaces. W C. Surface Preparation: ft 1. Clean and prepare surfaces to be painted in accordance with manufacturers instructions for each particular substrate condition and as specified. ti 2. Provide barrier coats over incompatible primers or remove and reprime. 3. Notify Architect in writing of problems anticipated with using specified finish-coat it material with substrates primed by others. ii Boston Bay Architects, Inc. 09900 -4 PAINTING j I .,. Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs D. Materials Preparation: ✓ 1. Mix and prepare painting materials in accordance with manufacturer's directions: use only thinners approved by paint manufacturer, and only within recommended limits. 2. Maintain containers used in mixing and application of paint in dean condition,free of " foreign materials and residue. 3. Stir materials before application to produce mixture of uniform density, and stir as required during application_ ✓ 4. Do not stir surface film into material. 5. Remove film and, if necessary, strain material before using. E. Exterior Surfaces-Existing Construction (Previously-Painted Surfaces) Wood: "r 1. Remove all blistered, peeling,and scaling paint to sound substrate by scraping, sanding, and wirebrushing. 2. Spot-prime with exterior wood primer where bare wood is exposed before applying r overall coat of exterior wood primer. 3. Clean surfaces exhibiting moderate to heavy chalk deposits thoroughly to sound substrate by wirebrushing, sanding,or power washing, and prime surface with exterior wood primer. 4. Remove all loose or split calking, putty, or glazing compound; prime surfaces with exterior wood primer and recalk. 5. Reprime putty or glaze with exterior wood primer to create sandwich effect. 6. Sand glossy surfaces under eaves and ail protected areas not exposed to normal weathering to uniformly dull appearance. 7 Remove crystalline deposits by flushing with strong stream of water from garden hose to prevent future coating peeling. 8. Remove mildew, scrubbing with commercial mildew wash formulated for purpose, following manufacturers directions and using rubber gloves, work goggles, and protective clothing. r 3,03 APPLICATION A. General: — 1. Apply paint according to manufacturers directions. 2. Use applicators and techniques best suited for substrate and type of material being applied. ++ 3. Do not paint over dirt, rust, scale,grease, moisture, scuffed surfaces, or conditions detrimental to formation of durable paint film. 4. Provide finish coats compatible with prime paints used. 5. Number of coats and film thickness required is same regardless of application method. 6. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. 7. Sand between applications where sanding is required to produce even, smooth six surface in accordance with manufacturer's directions. B. Scheduling Painting: (of1. 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. alks Boston Bay Architects, Inc. 09900-5 PAINTING Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs it 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 undercoat. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's directions, D. Minimum Coating Thickness: .� 7. Apply materials at not less than manufacturers recommended spreading rate, 2. Provide total dry film thickness of entire system as recommended by manufacturer. 3.04 FIELD QUALITY CONTROL A. Testing: 1. Owner reserves right to invoke following material testing procedures at any time, and any number of times, during period of field painting. 2. Owner will engage service of independent testing laboratory to sample materials being used. iiit 3. Samples of materials delivered to project site will be taken, identified and sealed, and certified in presence of Contractor. 4. Testing laboratory will perform appropriate tests for following characteristics, as required by Owner: a. Quantitative materials analysis. b. Abrasion-resistance, 'f c. Apparent reflectivity. d. Flexibility. e, Washability. f. Absorption. g, Accelerated weathering. h, Dry opacity. Accelerated yellowness. j. Recoating. k. Skinning. Color retention. m, Alkali and mildew-resistance. 5. If results show materials being used do not comply with specified requirements, Contractor may be directed to stop work and remove noncomplying materials, pay for testing, recoat surfaces coated with rejected materials, and remove rejected materials from previously coated surfaces if, on recoating with specified materials, two coatings are incompatible. 3.05 CLEANING AND PROTECTION A. Clean-Up: 1. At end of each work day, remove from site discarded paint materials, rubbish, cans, and rags. 2. On completion of painting work, clean window glass and other paint-spattered surfaces, 3. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. Boston Bay Architects, Inc. 09900 -6 PAINTING I Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps & Repairs w B. Protection: r 1. Protect work of other trades, whether or not to be painted, against damage by painting and finishing work. 2. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect, a. 3. Provide WET PAINT signs as required to protect newly-painted finishes. 4. After completion of painting operations, remove temporary protective wrapping provided by others for protection of their work. r 5. At completion of work of other trades, touch-up and restore all damaged or defaced painted surfaces. END OF SECTION OWWO as ax a Wa 011 Boston Bay Architects, Inc. 09900-7 PAINTING wi rrs rxr1 nil •roil! rra r.., frt rie rris r • r. r"4111 lwari flA• ' 1:.%ts f resHampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs SECTION 10200 SPECIALITIES .. PART 1 •GENERAL 1.01 DESCRIPTION A. Applicable portions of Bidding Requirements. Contract Forms, Conditions of the Contract and Division 1, General Requirements are a part of this Section for Base Bid and Applicable Alternates. B. Furnish and Install the following: i- Exterior Bronze handrails for indicated locations and attachment on granite arr stair stringer capstones. 1.02 RELATED WORK COVERED ELSEWHERE A. Section 07900-Joint Sealers: Perimeter sealants and backing materials. B. Section 06200—Finish Carpentry. 1.03 REFERENCES .o A, Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01420- REFERENCES. B. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1.04 SUBMITTALS r A. Submit the following under provisions of Section 01330=-Submittal Procedures: 't. Product Data: Indicate the brand name, type and printed technical data for all • materials and proposed for use. Submit manufacturer's product data sheets, specifications, performance data. physical properties for each item specified provide color,and finishes and material. r 2. Submit.manufacturer's sample warranties.. 3. Shop Drawings: Indicate size, shape and type of each item specified and all +si associated items utilized in installation. indicate gauge, thickness, and finish. Large scale details of accessory items; coordinated to the specific receiving conditions, MI details bearing actual dimensions of actual measurements ., taken at the project site. B. Samples: submit one +. 1. 12"long finish sample showing material finish and color specified by Architect. 2. Elbows, sleeves, screws and connecting railing parts including , posts and escutcheons. Boston Bay, Architects, Inc. 10200- 1 SPECIALTIES Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps&Repairs 1.05 QUALITY ASSURANCES a. Perform work in accordance with AMCA Certification for railings. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING -51 A. Store all materials in an elevated dry location, protected by waterproof coverings. Use all means necessary to protect louver and materials from damage, prior to, during and after installation to protect the installed work and materials from damage by other trades. Damaged products or items shall be replaced at no cost to the Owner. B. Deliver sealants and compounds to job site in original, unopened packages, factory sealed with identification of products clearly marked on exterior of container. ,-y 1.05 WARRANTY A. Louver:At the same time that Shop Drawings are submitted, submit the following: 1. Railing manufacturer's standard warranty. 2. Ten-year warranty on lacquer finish, which shall include covering the applied finish against, defects, including color fading, chipping, crazing, 1111 pitting, and delaminating. PART 2 - PRODUCTS 2.01 Exterior Hand Railings A. 1 %" diameter bronze .0150 gauge, red bronze, including all components for 111 mounting to granite cap stone. Lacquer finish. All connections to be welded. See drawings for layout and sizes. Contractor to verify ail dimensions in the field. Material and style-Connectorail System for welded assembly. Julius Blum & Co. (800-526-6293) or equal. Custom Rail Bending required to conform to Drawings. dg PART 3 - EXECUTION 3.01 INSTALLATION A. Inspect existing conditions prior to commencing work to determine whether there are d any conditions, which will interfere with the proper performance of the product installation. Install assembly in accordance with manufacturer's instructions. Erect railings per stair slope, posts are plumb and level, free of warp or twist. Maintain dimensionaltolerances, aligning with adjacent work. B. Install perimeter sealant and backing rod in accordance with Section 07900-Joint Sealers. C. Remove all exposed labels from parts. D. Maximum variation from level and plumb: 0.06 inches every three feet non- cumulative, or 0.5 inches per 100 feet, whichever is less. Boston Bay, Architects, Inc. 10200 -2 SPECIALTIES r Hampshire Council of Governments Hampshire County Courthouse Main Street Entrance Steps& Repairs w 3.02 CLEANING AND TOUCH UP A. Clean surfaces promptly after installation, exercising care to avoid damage. Remove excessive sealing compounds, mortar, paint, labels, and dirt, from bronze surfaces. Wash surfaces to be free of dirt, wipe surfaces clean. i B. Touch up all scratches and abrasions, and other defects in metal surfaces furnished by manufacturer with Architects approval. END OF SECTION r r r r r Boston Bay. Architects, Inc. 10200 - 3 SPECIALTIES V SA a al 1 1 al al a ilia a al win &la k® akata Exna k 'f a .'.'f•