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Miscellaneous - 23 BALDWIN STREET 4/30/2018
I i i � I I I` I I f f -�. A ,, 1 Initial Construction Control Document To be mbraitted with the building pdnnit application by a q d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: North Andover Housing Authority—Siding&Bulkhead Repairs,200-1 Date:07/13/16 (DHCD: #196034) Property Address: 21-31A Baldwin Street&23-33A Francis Street,North Andover MA 01845 Project: Check(x)one or both as applicable: New construction x Existing Construction Project description: Project includes the removal and replacement of siding with new cementitious and vinyl siding, as well as the repair of porch posts,railings, concrete landings and concrete bulkheads. I,John Winslow-MA Registration Number: 6023 Expiration date: 08/2016,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final ConstructiQn, ontrol Document'. Enter in the space to the right a"wet"or GAS S?1ED�y yIN y�rF� electronic signature and seal:' ©�� oiL No.6023 CAMBRIDGE, Phone number: 781-648-6600 Email:john@winslowarchitects.com 0. V OF MPSg! Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06 11 2013 i i ' � -- �—__ I. a _ ` ' !' .•,' _ ` i ' - DHCD FISH PROJECT MANUAL #196034 MODERNIZATION OF STATE AIDED PUBLIC HOUSING Siding and Bulkhead Repairs, 200-1 STATE-AIDED DEVELOPMENT: Veterans (200-1) Francis/Baldwin Street, North Andover, MA 01845 North Andover, MASSACHUSETTS Massachusetts Department of 0 -- alar acid o u ty eve�� �n N Z Q 'rn s North Andover Housing Authority One Morkeski Meadows North Andover, Massachusetts 01845 gEoagcy�T 978-682-3932 ¢��p��P Wt 0 978-682-0815 ' g CAM RIf BOARD Executive Director: Cathy Hoog r Member: Edward CapodilupoF PSgP Member: Madeline Sutcliffe N©F M Member: Mary Beth Soucy Member: Stephen Long Prime Designer: Winslow Architects 89 Mass Avenue Arlington, MA 02474 Phone: (781) 648-6600 DATE: 13 Apr 2016 TITLE SHEET FOR PROJECT MANUAL 0001 01 - 1 This Page intentionally left blank , r • t Section 00.01.05 LIST OF CONSULTANTS Siding and Bulkhead Repairs, 200-1 DHCD FISH #196034 North Andover Housing Authority North Andover, Massachusetts PRIME DESIGNER Winslow Architects 89 Mass Avenue Arlington, MA 02474 N Phone: (781) 648-6600 Z a m Specifications. Wil-Spec LLC 15 Post Office Square Lynnfield, MA 01940 Phone: (751) 598-6789 0 U END OF SECTION a r 0 0 m LIST OF CONSULTANTS 0001 05 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 TABLE OF CONTENTS Number of pages DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 0001 01 TITLE SHEET FOR PROJECT MANUAL..................................... 1 0001 05 LIST OF CONSULTANTS............................................................. 1 0001 10 TABLE OF CONTENTS................................................................ 4 0011 00 ADVERTISEMENT TO BID...........................................................2 0021 00 INSTRUCTIONS TO BIDDERS.................................................. 10 TUTORIAL#1 - eBIDDING REGISTRATION............................... 3 0041 00 FORM FOR GENERAL BID..........................................................3 PRIME/GENERAL CONTRACTOR DCAMM UPDATE STATEMENT...............................................................................10 N Z 0041 10 FORM FOR SUB-BID................................................................... 3 SUB-BIDDER DCAM UPDATE STATEMENT............................. 10 Y 0 v 00 52 00 OWNER - CONTRACTOR AGREEMENT.................................... 3 00 53 00 CERTIFICATE OF VOTE OF AUTHORIZATION.......................... 1 0061 13 PERFORMANCE BOND - CONTRACTOR.................................. 2 0 0061 16 PAYMENT BOND - CONTRACTOR............................................. 2 00 62 00 FORM OF SUBCONTRACT.........................................................2 0 00 72 00 GENERAL CONDITIONS OF THE CONTRACT........................ 33 00 73 36 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS.......5 00 73 36 01 FORM OF CONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION........................................................................... 1 00 73 36 02 FORM OF SUBCONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION.:......................................................................... 1 00 73 36 04 WEEKLY MANPOWER REPORT................................................. 1 00 73 39 MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO...................:.......................................................................... 6 00 73 39 01 FORM OF SDO CERTIFIED MBE/WBE PARTICIPATION SCHEDULE....................................................... 1 00 73 39 02 FORM OF SDO CERTIFIED MBE/WBE LETTER OF INTENT.........................................................................................2 00 73 39 03 CONTRACTOR AFFIDAVIT OF PAYMENT TO MBEMBE.......... 2 00 73 43 PREVAILING WAGES AND LABOR REGULATIONS.................. 2 WAGERATES............................................................................ 35 Table of Contents 000110 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 DIVISION 01 -GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK................................................................. 4 01 2200 UNIT PRICES............................................................................... 2 01 2300 ALTERNATES................................................................. Not Used 01 25 00 OR EQUAL- PRODUCT SUBSTITUTION PROCEDURES.........2 01 2600 CONTRACT MODIFICATION PROCEDURES.............................3 01 26 00 01 SAMPLE CHANGE ORDER FORM............................................. 1 01 26 00 02 SAMPLE CONSTRUCTION CHANGE DIRECTIVE FORM......... 1 01 2900 PAYMENT PROCEDURES...........................................................4 01 29 00 01 SAMPLE APPLICATION FOR PAYMENT COVER SHEET - FORM......................................................................................... 1 01 29 00 02 SAMPLE APPLICATION FOR PAYMENT N CONTINUATION SHEET- FORM................................................ 1 Z 01 31 00 PROJECT MANAGEMENT AND COORDINATION..................... 4 Y s 01 3300 SUBMITTAL- SHOP DRAWINGS, PRODUCT DATA d AND SAMPLES............................................................................ 5 01 45 00 QUALITY CONTROL.................................................................... 5 S 01 5000 TEMPORARY FACILITIES AND CONTROLS..............................9 0 01 7329 CUTTING AND PATCHING...........................................................5 01 7413 PROGRESS CLEANING - FINAL CLEANING..............................3 8 01 74 19 CONSTRUCTION AND DEMOLITION WASTE m MANAGEMENT............................................................................ 3 01 74 19 01 WASTE MANAGEMENT REPORT-VOLUNTARY...................... 1 01 77 00 PROJECT CLOSE-OUT PROCEDURES.....................................5 01 77 00 01 SAMPLE CERTIFICATE OF SUBSTANTIAL COMPLETION FORM................................................................... 1 01 77 00 02 SAMPLE CERTIFICATE OF PARTIAL RELEASE OF RETAINAGE FORM...................................................................... 1 01 77 00 03 SAMPLE CERTIFICATE OF FINAL COMPLETION FORM........................................................................................... 1 01 7829 FINAL SURVEYS............................................................ Not Used 01 7839 PROJECT RECORD DRAWINGS...............................................2 DIVISION 02 - EXISTING CONDITIONS 0241 19 SELECTIVE DEMOLITION......................................................... 10 02 83 19 LEAD BASED PAINT ABATEMENT............................................ 14 Table of Contents 0001 10 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 DIVISION 03 -CONCRETE 0301 37 REHABILITATION OF CAST-IN-PLACE CONCRETE..................6 DIVISION 05 - METALS 0501 00 Miscellaneous Metals (Filed Sub-Bid)...........................................2 05 50 00 METAL FABRICATIONS (Part of Section 05 01 00)............................................................................................... 14 DIVISION 06 -WOOD. PLASTICS,AND COMPOSITES 06 10 00 ROUGH CARPENTRY................................................................. 8 06 20 00 FINISH CARPENTRY................................................................... 8 DIVISION 07 -THERMAL AND MOISTURE PROTECTION 07 21 00 THERMAL INSULATION...............................................................4 07 27 19 PLASTIC SHEETAIR BARRIERS................................................4 Z 07 46 33 PLASTIC SIDING..........................................................................4 07 46 46 FIBER CEMENT SIDING..............................................................6 Y s 07 92 00 JOINT SEALANTS........................................................................8 v DIVISION 08 OPENINGS 08 16 16 FIBERGLASS ENTRY DOORS.................................................... 4 0831 23 BASEMENT BULKHEAD ACCESS DOORS................................ 4 0 a 0871 00 DOOR HARDWARE..................................................................... 8 E DIVISION 09 - FINISHES U) 09 90 00 Painting (Filed Sub-Bid)................................................................2 09 91 00 PAINTING (Part of Section 09 90 00)......................................... 10 DIVISION 50 -APPENDIX APPENDIX 1 - HAZMAT REPORT..............................................11 APPENDIX 2 - RRP ASSESSMENT...........................................36 LIST OF DRAWINGS Title/Reference T-1 TITLE SHEET Architectural A-1.1 21-23A BALDWIN ST. PLANS AND ELEVATIONS A-1.2 25-27A BALDWIN ST PLANS AND ELEVATIONS A-1.3 29-31A BALDWIN ST PLANS AND ELEVATIONS A-1.4 23-25A FRANCIS ST PLANS AND ELEVATIONS A-1.5 27-29A FRANCIS ST PLANS AND ELEVATIONS A-1.6 31-33A FRANCIS ST PLANS AND ELEVATIONS Table of Contents 0001 10 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 A-2.1 SECTIONS/DETAILS - EXTERIOR WALLS A-2.2 SECTIONS/DETAILS - LANDING/RAILINGS A-2.3 SECTIONS/DETAILS - PORCH & LANDINGS A-3.1 DEMOLITION/PROPOSED - TYPICAL WALL SECTIONS A-3.2 DEMOLITION/PROPOSED -TYPICAL WALL SECTIONS/ELEVATIONS END OF CONTENTS s N 2 Q 0-3 Y 8 `W 0 m 0 u J U S ❑ Em N S m Table of Contents 0001 10 -4 Section 00.11.00 ADVERTISEMENT TO BID The North Andover Housing Authority, the Awarding Authority, invites sealed bids from General Building Construction Contractors for the Siding and Bulkhead Repairs, 200-1 in North Andover, Massachusetts, in accordance with the documents prepared by Winslow Architects. The Project consists of: Removal and replacement of siding with new cementitious and vinyl siding. Repair of porch posts, railings, concrete landings and concrete bulkheads. The work is estimated to cost $495,000. s Bids are subject to M.G.L. c.149 §44A-J &to minimum wage rates as required by M.G.L. c.149 §§26 to 27H inclusive. g THIS PROJECT IS BEING ELECTRONICALLY BID AND HARD COPY BIDS WILL NOT BE ACCEPTED. Please review the instructions in the bid documents on how to register as an electronic bidder. The bids are to be prepared and submitted at www.biddocsonline.com . Tutorials and instructions on how to complete the electronic bid documents are available online (click on the "Tutorial" tab at the bottom footer). U O General bidders must be certified by the Division of Capital Asset Management and K Maintenance (DCAMM) in the following category of work, General Building Construction, and must submit a current DCAMM Certificate of Eligibility and signed DCAMM Prime/General Contractor Update Statement (Form CQ 3). General Bids will be received until 2:00 PM on Thursday, 5 May 2016 and publicly opened online, forthwith. Filed Sub-bids for the trades listed below will be received until 2:00 PM on Thursday, 28 April 2016 and publicly opened online, forthwith. Filed sub-bidders must be DCAMM certified for the trades listed below and bidders must include a current.DCAMM Sub-Bidder Certificate of Eligibility and a signed DCAMM Sub Bidder's Update Statement. SUBTRADES Section 05 01 00 - Miscellaneous Metals Section 09 90 00 - Painting All Bids should be submitted online at www.biddocsonline.com and received no later than the date and time specified above. ADVERTISEMENT TO BID 0011 00 - 1 General bids and sub-bids shall be accompanied by a bid deposit that is not less than five (5%) of the greatest possible bid amount (considering all alternates), and made payable to the North Andover Housing Authority. Bid Forms and Contract Documents will be available for pick-up at www.biddocsonline.com (may be viewed electronically and hardcopy requested) or at Nashoba Blue, Inc. at 433 Main Street, Hudson, MA 01749 (978-568-1167). There is a plan deposit of$50.00 per set (maximum of 2 sets) payable to BidDocs ONLINE Inc. Plan deposits may be electronically paid or by check. This deposit will be refunded for up to two sets for general bidders and for one set for sub-bidders upon return of the sets s in good condition within thirty (30) days of receipt of general bids. Otherwise the deposit shall be the property of the Awarding Authority. s Additional sets may be purchased for $50.00 Bidders requesting Contract Documents to be mailed to them shall include a separate check for$ 40.00 per set for UPS Ground (or $65.00 per set for UPS overnight), non- refundable, payable to the BidDocs ONLINE Inc., to cover mail handling costs. U 2 General bidders must agree to contract with minority and women business enterprises as a E certified by the Supplier Diversity Office (SDO), formerly known as SOMWBA. The cn combined participation goal reserved for such enterprises shall not be less than 10.4% of ° the final contract price including accepted alternates. See Contract Documents -Article 3 of the Instructions to Bidders. PRE-BID CONFERENCE / SITE VISIT: Date and Time: Thursday, 21 April 2016 at 11:00 AM Address: 29 Baldwin Street, North Andover Instructions: SITE VISIT BY APPOINTMENT: NONE The Contract Documents may be seen, but not removed at: North Andover Housing Authority Nashoba Blue Inc. One Morkeski Meadows 433 Main Street North Andover, MA 01845 Hudson, MA 01749 978-682-3932 978-568-1167 END OF SECTION ADVERTISEMENT TO BID 0011 00 -2 Section 00.21.00 INSTRUCTIONS TO BIDDERS THIS PROJECT IS BEING ELECTRONICALLY BID AND HARD COPY BIDS WILL NOT BE ACCEPTED. Please review the instructions in the bid documents on how to register as an electronic bidder. The bids are to be prepared and submitted at www.biddocsonline.com.. Tutorials and instructions on how to complete the electronic bid documents are available.online (click on the "Tutorial" tab at the bottom footer). ARTICLE 1 - BIDDER'S REPRESENTATION 1.1 Each General Bidder or Sub-bidder(hereinafter called the "Bidder") by making a bid or sub-bid (hereinafter called "bid") represents that: 0 1. The Bidder has read and understands the Contract Documents and the bid is made in accordance therewith. 2. The Bidder has visited the site and is familiar with the local conditions under s which the Work has to be performed. 1.2 Failure to so examine the Contract Documents and site will not relieve any Bidder from any obligation under the bid as submitted. U S ARTICLE 2 -GENERAL BIDDER'S AND FILED SUB-BIDDER'S CERTIFICATION C m 2.1 General bids shall be submitted with the following: 1. A Certificate of Eligibility on the appropriate form prescribed and issued by the Division of Capital Asset Management and Maintenance (DCAMM), showing that the Bidder is eligible to bid on projects of this size in the specified category of work; and 2. A Contractor Update Statement, DCAMM Form CQ3. 3. The Contractor Update Statement (CQ3) is not a public record as defined in DCAMM regulation 810 CMR 8.06 and will not be open to public inspection. 2.2 Advertised Filed sub-bids shall be submitted with the following: 1. A Sub-Bidder Certificate of Eligibility on the appropriate form prescribed and issued by DCAMM showing that the sub-bidder is eligible to bid on public projects in the specified category of work; and 2. A Sub-Bidder Update Statement on a form prescribed by DCAMM. 2.3 It is the Sub-Bidder's responsibility to obtain the necessary forms from DCAMM and make application in sufficient time for evaluation of the application and issuance of a Sub-Bidder Certificate of Eligibility prior to bid. 2.4 The Sub-Bidder Update Statement is not a public record as defined in DCAMM regulation 810 CMR 8.06 and will not be open to public inspection. INSTRUCTIONS TO BIDDERS 0021 00 - 1 2.5 All employees who work on this construction site must have no less than 10 hours of OSHA-approved safety and health training. 2.6 The Contractor and all subcontractors on this project will be required to provide certification of compliance with the requirement of 2.5 above in accordance with the provisions of these Contract Documents. 2.7 The Contractor and all subcontractors shall be completely responsible for compliance with EPA Lead Renovator Requirements including EPA regulation 40 CFR 745. ARTICLE 3 —MBEMBE PARTICIPATION GOALS 3.1 Refer to the Advertisement for applicability of Article 3. s 3.2 The participation goals that must be contracted with minority-owned and/or women- owned enterprises is stated in the Advertisement for Bid. If the Advertisement for Bid does not include participation goals, paragraphs 3.3-3.6 below and Section 00.73.39 shall not apply. 0 3.3 The apparent low Bidder must submit the SDO Certified MBEMBE Participation Schedule (Form 00.73.39.01) and Letters of Intent (Form 00.73.29.02) from all of the firms listed on the Schedule within five (5) working days after receipt of general bids. Letters of Intent are not required for filed Subcontractors. However, filed Sub- bidders who are SDO Certified shall be listed on the Participation Schedule. 3.4 If the general contractor requires any of the following it must do so in writing to the Department within five (5) working after receipt of general bids. 1. a time extension for the submission of its Participation Schedule & Letter(s) of Intent; 2. a reduction in the participation goals stated in the Advertisement; or 3. a waiver from the participation goal requirements. 3.4.1 If the Department determines that compliance with participation goals are not feasible it has the discretion to reduce or waive these goals at any time prior to contract award. Such waiver shall be granted only upon the General Contractors showing that good faith efforts have been made to comply with the participation goals. 3.4.2 The completed Participation Schedule, Letters of Intent and, if necessary, requests for a reduction in participation goals or a waiver from participation goals may be sent electronically to: dean.harris a-state.ma.us or by fax at 617- 573-1335 with a hard copy mailed to: Department of Housing and Community Development INSTRUCTIONS TO BIDDERS 0021 00 - 2 it Legal Office 100 Cambridge Street—V Floor Boston, MA 02114 ATTENTION: Contracts Specialist/SDP 3.5 The Bidder must submit with its contract submission executed subcontracts with all subcontractors or a purchase order or invoice from material suppliers or manufacturers listed on the Participation Schedule. 3.6 Filed Sub-bidders are not required to submit a Participation Schedule. They may, at their option, submit a Letter of Intent with their bid if they are a SDO certified enterprise. N ARTICLE 4 - REQUESTS FOR INTERPRETATION g 4.1 Bidders shall promptly notify the Prime Designer of any ambiguity, inconsistency, or error which they may discover upon examination of the Contract Documents, the site, and local conditions. U J 4.2 Bidders requiring clarification or interpretation of the Contract Documents shall make a written request to the Prime Designer. The Prime Designer will answer such requests if received seven (7) calendar days before the date for receipt of the bids. 0 4.3 Interpretation, correction, or change in the Contract Documents will be made by written Addendum which will become part of the Contract Documents. Neither the Housing Authority nor the Prime Designer will be held accountable for any oral interpretations, corrections, or changes. 4.4 Each individual or firm recorded (registered plan holder) as having requested a set of Contract Documents will be electronically notified via email when any addenda are issued. HARD COPY addenda will not be issued on electronically bid projects. It is the Bidder's responsibility to view the information on the website. 4.5 Copies of addenda will be made available for inspection at the locations listed in the Advertisement for Bid where Contract Documents are on file or available at www.biddocsonline.com under the "addenda tab". ARTICLE 5 - PREPARATION AND SUBMISSION OF BIDS 5.1 Forms and Bid Preparation Bids shall be submitted electronically on the "Form for General Bid" or the "Form for Sub-Bid" at www.biddocsonline.com, as appropriate and available at no cost. The forms enclosed in the Project Manual shall not be extracted or used. INSTRUCTIONS TO BIDDERS 0021 00 - 3 5.1.1 All bidders must complete and submit the electronic bidder registration form (Signature Authorization Form— hard copy) to BidDocs ONLINE Inc. [61 Skyfields Drive, Groton, MA 01450]. The form must be received by BidDocs ONLINE Inc. at least three business days prior to the bidding opening for processing. The Awarding Authority, the designer or BidDocs ONLINE Inc. will not be held accountable if the bidder fails to submit the electronic bidder registration form in a timely manner. Instructions to submit the form are in the Contract Documents and are available at www.biddocsonline.com (click on the "Tutorial" tab at the bottom footer—Tutorial#1). 5.1.2 All entries on the bid form shall be made online. Any documents that are attached to the bid must be in a pdf format. 5.1.3 Sums shall be expressed in both words and figures in the space indicated on the bid form. Where there is a discrepancy between the bid sum expressed in words and the bid sum expressed in figures, the words shall control. Note: The electronic s bid forms automatically match the "word" amount to the numeric "figure" amount 0 entered. 5.1.4 If the requirement of Performance and Payment Bonds for filed sub-contractors is left blank by the General Bidder on the Form for General Bid, the Awarding Authority shall interpret this as a "yes". No increase in contract price will be allowed for providing these bonds. Note: The system requires that the general bidder r explicitly acknowledge yes or no. E S 5.1.5 Costs for subcontractor's bond premiums shall be paid for by the General m Contractor in accordance with M.G.L. c.149 §44F. 5.2 Bid Deposits shall be: 5.2.1 at least five percent (5%) of the greatest possible bid amount, considering all alternates; 5.2.2 made payable to the Housing Authority; 5.2.3 conditioned upon faithful performance by the principal of the agreements contained in the bid, and 5.2.4 in the form of: .1 cash, .2 certified check, treasurer's or cashier's check issued by a responsible bank or trust company, or .3 a bid bond issued by a surety company licensed to do business in the Commonwealth of Massachusetts. 5.2.5 retained until the execution and delivery of the Owner/Contractor Agreement if they INSTRUCTIONS TO BIDDERS 0021 00 - 4 represent the bid deposit of one of the three (3) lowest responsible and eligible General Bidders or one of the three (3) lowest Sub-bidders in a filed sub-bid trade, or a sub-bidder listed by one of the three (3) lowest General Bidders. Note: Both the "bid bond"or"check" bid deposits are to be scanned and uploaded to the system as a pdf file. IMPORTANT NOTICE: If the bidder elects to make a bid deposit in the form of"cash"or"check"the bidder must have the cash or check physically delivered to the Awarding Authority prior to the date and time of the bid opening. 5.3 Electronic Submission of Filed Sub-Bids Sub-bids, including the bid deposit, DCAMM Sub-Bidder Certificate of Eligibility and a signed DCAMM Sub-Bidder Update Statement shall be submitted electronically online at www.biddocsonline.com. No hard copy bids will be accepted. The Bidder will receive an email confirmation upon clicking the "submit bid or resubmit bid" button. Contact Bid Docs ONLINE Inc. at support@biddocsonline.com g or call 978-888-3350 if you do not receive a confirmation email upon submitting a 0 bid. 5.3.1 Date and time for receipt of bids is set forth in the Advertisement. 0 5.3.2 Timely submission of a bid online shall be the full responsibility of the Bidder. U N' d 5.4 Electronic Submission of General Bids General Bids, including the bid deposit, DCAMM Certificate of Eligibility and Update Statement (CQ3) shall be submitted electronically online at www.biddocsonline.com . No hard copy bids will be accepted. The Bidder will receive an email confirmation upon clicking the "submit bid or resubmit bid" button. Contact BidDocs ONLINE Inc. at support@biddocsonline.com or call 978- 888-3350 if you do not receive a confirmation email upon submitting a bid. 5.4.1 Date and time for receipt of bids is set forth in the Advertisement. 5.4.2 Timely submission of a bid online shall be the full responsibility of the Bidder. 5.5 Sub-Trade Solicitations 5.5 .1 If the General Bidders are instructed to carry an amount for a given sub-trade listed under Item 2, General Bidders shall list the sub-trade, and amount provided by the Housing Authority. The line under bonds required on the General Bid Form should select the "carry allowance" option on the electronic bid form in order for subparagraph 5.5.2.2 to be applicable. 5.5 .2 Upon solicitation of a subcontractor to perform the work required by the sub-trade as mentioned in subparagraph 5.5.1, the selected General Contractor's contract amount will be adjusted as follows: INSTRUCTIONS TO BIDDERS 0021 00 - 5 .1 The difference between the subcontract amount and the amount carried in the bid. .2 The total cost of the subcontractor's bonds, if the selected General Contractor requires such bonds after the solicitation is completed and if the selected General Contractor complied with 5.4.1 above, and .3 The resultant cost difference for General Contractor's Bonds premiums. 5.5.3 Overhead and Profit for supervision of the sub-trade in question shall be included by all General Bidders in Item 1. 5.54 Additional overhead and profit is not allowed on the incremental difference as stated in M.G.L. c.149 §44F (4)(a)(2) nor on the costs for the additional bond premiums. s N Z Q ARTICLE 6—ALTERNATES Y g General Bidders 6.1 Each General Bidder shall acknowledge Alternates by selecting the individual Alternate number in Section C on the Form for General Bid and enter the dollar amount of addition or subtraction necessitated by each Alternate listed in the corresponding space. 6.2 General bidders shall enter on the Form for General Bid a single amount for each Alternate which shall consist of the Sub-bidders' amounts and the amount for work performed by the General Contractor. 6.3 In the event an Alternate does not involve a change in dollar value, the General Bidder shall so indicate by listing the individual Alternate number and acknowledge the Alternate by inserting "0" in the corresponding space provided for the dollar value of that Alternate. Note: The system will only allow a numeric value to be entered. 6.4 The Low Bidder will be determined on the basis of the sum of the base bid and the accepted alternates. Filed Sub Bidders 6.5 Each Sub-bidder shall acknowledge Alternates by selecting the individual Alternate number in Section A on the Form for Sub Bid and enter the dollar amount of addition or subtraction necessitated by each Alternate listed in the corresponding space. 6.6 If an Alternate does not involve a change to a sub-trade's dollar value, the sub bidder shall so indicate by listing the individual alternate number in the space provided and acknowledge the alternate by inserting "0" in the corresponding space provided for the dollar value of that Alternate. Note: The system will only allow a numeric value to be entered. INSTRUCTIONS TO BIDDERS 0021 00 - 6 6.7 If the alternate does not affect the sub-trade category of work so indicate by writing "0". Sub-bidders must acknowledge all alternates. ARTICLE 7 -WITHDRAWAL OF BIDS 7.1 Before Opening of Bids 7.1.1 Any bid may be withdrawn (retracted) prior to the time designated for receipt of bids upon clicking the "Retract Bid" button. The bidder and Housing Authority will receive an email confirming that the bidder retracted the bid. , 7.1.2 Withdrawn bids may be modified and resubmitted up to the time designated for the receipt of bids. g 7.2 After Opening of Bids Bidders may withdraw.a bid, without penalty, any time up to the time of Award as defined in paragraph 8.1, and upon demonstrating, to the satisfaction of the Housing Authority, that a bona fide clerical error was made during the preparation of the bid. J Failure to conclusively demonstrate a bona fide clerical error may result in forfeiture of the bid deposit. U UI 7.3 In the event of a general bid withdrawal after opening of bids, the Awarding Authority shall consider the bid from next lowest eligible and responsible bidder. 0 ca 7.4 Sub-bid Withdrawal/Substitution 7.4.1 Selection - Should a filed sub-bidder listed on the Form for General Bid of the selected General Contractor (per Article 8 of these instructions) withdraw its bid, be unable to provide performance and payment bonds as required by the selected General Contractor, or otherwise refuse to sign a subcontract with the selected General Contractor, the Housing Authority and the selected General Contractor shall consider the other sub-bids to which the Housing Authority and the selected General Contractor make no objection and substitute a new sub-bidder for such trade. 7.4.2 Process: If the selected General Contractor: .1 required bonds (on the Form for General Bid) for the sub-bidder who withdrew then the selected General Contractor's contract amount shall be adjusted to account for: 1 the difference between the amount of the sub-bid listed on the Form for General Bid and the amount of the replacement sub-bid, and .2 the incremental difference in the cost of the General Contractor bonds premiums, but .3 there will be no compensation for additional subcontractor bond premiums INSTRUCTIONS TO BIDDERS 0021 00 - 7 .2 did not require bonds (on the Form for General Bid) for the sub-bidder who withdrew and now the selected General Contractor wants bonds from the replacement sub-bidder, then the selected General Contractor's contract amount shall be adjusted: .1 to account for the difference between the amount of the sub-bid listed on the Form for General Bid and the amount of the replacement sub-bid, .2 the amount for the new sub-bidder's performance and payment bonds, and .3 the incremental difference in the cost of the General Contractor bond premiums. 7.4.3 There shall be no adjustment to the selected General Contractor's contract amount except as set forth in 7.4.2.1 and 7.4.2.2. Additional overhead and profit is not allowed on the incremental difference in the sub-bids or on the costs for the s additional bond premiums. N 2 Q rn s ARTICLE 8 -CONTRACT AWARD 8.1 Award means both the determination and selection of the lowest, responsible and eligible bidder, by Housing Authority board vote. 0 8.2 The Housing Authority will award the contract to the lowest responsible and eligible bidder within thirty days, Saturdays, Sundays, and legal holidays excluded after the opening of bids in accordance with M.G.L. c.149 §44A. E O ° 8.3 The Contract will be awarded to the lowest responsible and eligible Bidder, except in the event of substitution as provided under M.G.L. c.149 §§44E and 44F, in which cases the procedure as required by said sections shall govern the award of the Contract. 8.4 The award of this Contract is subject to the approval of the Undersecretary of the Commonwealth of Massachusetts, Department of Housing and Community Development (DHCD). Contracts without DHCD approval shall not be considered valid. 8.5 The Housing Authority also reserves the right to waive any informality in or to reject any or all Bids if it be in the public interest to do so. 8.6 The Housing Authority also reserves the right to reject any sub-bid if it determines that such sub-bid does not represent the bid of a person competent to perform the work as specified, or if less than three sub-bids are received for a sub-trade, or if bid prices are not reasonable for acceptance without further competition. 8.7 As used herein, the term "lowest responsible and eligible bidder" shall mean the General Bidder whose bid is the lowest of those Bidders demonstrably possessing the skill, ability, and integrity necessary for the faithful performance of the work, and INSTRUCTIONS TO BIDDERS 0021 00 - 8 who meets the requirements for Bidders set forth in M.G.L. c.149 §44A-J and is not debarred from bidding under M.G.L. c.149 §44C; and who shall certify that they are able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work. 8.8 Bidders' attention is directed to 01.11.00 for any additional selection criteria that may be a condition of Award of this project. ARTICLE 9 - FORMS REQUIRED FOR CONTRACT APPROVAL 9.1 Upon Award, the General Bidder shall complete the following forms to ensure prompt contract validation. These forms will be provided to the selected General Bidder by s DHCD. Submit (3) originals of each. N Z Q 9.2 Owner/Contractor Agreement and.Form of Corporate Vote. (Form 00.53.00) Y g 9.3.1 Form of Performance Bond and Form of Payment Bond must be submitted by the General Contractor on DHCD's Forms 00.61.13 and 00.61.16, in accordance with Article 18 of the General Conditions. The dates on the bonds must coincide with the contract date, and a current Power-of-Attorney must be attached to each bond. U a 9.3.2 Performance and Payment Bonds must also be submitted for all filed subcontractors, if required by the General Bidder on its Form for General Bid, in 0 the total amount of the subcontract payable to the General Contractor. m 9.4.1 Insurance Certificates for the General Contractor and all filed subcontractors are required and must be submitted in accordance with Article 16 of the General Conditions. 9.4.2 General Contractors must indicate on Builders Risk Insurance Certificate or installation floater if stored materials are covered. 9.5 Form of Contractor's Equal Employment Certification in accordance with Specification Section 00.73.36 (Form 00.73.36.01). 9.5.1 Form of Sub-Contractor's Equal Employment Certification in accordance with Specification Section 00.73.36 (Form 00.73.36.02). 9.6.1 Form of Subcontract for all filed subcontractors -executed and submitted on the statutory subcontract form (Form 00.62.00). 9.6.2 Subcontracts with MBE/WBE subcontractors -executed on a form agreeable between both parties. 9.6.3 Purchase Orders to, or Invoices from, MBE/WBE suppliers. 9.7 Statement of Management on Internal Accounting Controls and a Statement INSTRUCTIONS TO BIDDERS 0021 00 - 9 prepared by a CPA expressing an opinion to the state of Management Controls, as required by M.G.L. c.30 §39R. This applies to the General Contractor only. 9.8 Evidence of Certification with 40 CFR part 745 Lead Renovation, Repair and Painting Program. ARTICLE 10 -CONTRACT VALIDATION 10.1 The Owner-Contractor Agreement shall not be valid until signed by the Undersecretary of the Department of Housing and Community Development (Department) or its Designee. 10.2 The Notice to Proceed for construction shall not be issued until the Owner/Contractor Agreement has been validated by the Undersecretary of the Department or its Designee. Y g 10.3 Incomplete or unacceptable submissions of forms required by paragraphs 9.2 - 9.7 will delay the validation of the Owner/Contractor Agreement by the Department. U J 0 0 END OF SECTION a m E O m INSTRUCTIONS TO BIDDERS 0021 00 - 10 TUTORIAL # 1 ONLINEIs .lm. eBidding REGISTRATION ONLINEF. P111NTM W01°mna to SIMM MINE-!^a aua to pY Via.and W&M t In bid �' °« ^ 9�m^a»,m°^a,°�°fitW °m^°�aesa°^f ^meg. - i. Below are the step by step instructions ARCHIVING on how to register to use Bid Docs ONLINE CONSTRUCTION ONE SOURCE.,. OQCUMENTS eBidding: There is no cost to register. Start by going to: CONNECTING www.biddocsonline.com SOLUTIONS eBidding -. STEP 1: Click on the "eBidding Login" tab at the top of the page. BiIi STEP 2a: If your company has not ONLINE► I previously registered, click on the text "Click Here To Register". LOGIN Em.a I- P;sOaaro r- [ppggpyyl0? N:Otk W[M TOR[ditM ''ae�°te.wr:tK'". -- •. .—�-aur.• iVr.rfWR 1rw1[r'�i+�r. PO gat St ►J L LLT __ BidDocs STEP 2b: If your company has previously ONLINE/, registered, login by entering the registered eBidding ACCOUNT email address and password and then click LOGIN. the "Login" button. unee P;fiS°CfG �9If10LLfY.�A2 Note: Your company will have only one ' registration and all individuals must use the P°0.0 — � -- same email and password. a eBidding TUTORIAL # 1 - eBidding Registration Version 1-07.17.12 Page 1 STEP 3: All fields must be completed in --• --- ^� •- the registration form. .... ,..7 r.wr.. rw fff� H� STEP 4: After completing the registration form, you must read and acknowledge the Terms and Conditions. Click the "Submit" 1ltApie.i.I.elllYINYYAMX.. s,iw...Mti.. .,....w r..._ ..._..... button. e6idding Registration Instructions 4 BidDocs STEP 5: Enter the email and password oNUNEF e8iddinq ACCOUNT previously created during the registration process and click "Login". Osa.,w�OYN e3idding Registration Instructions BidDocs ..ba., STEP 6: After logging in, the account oNUNEr; ELECTRONIC BIDDING authorization screen will appear. You ACCOUNT AUTHORIZATION must click "Print Form" to proceed to Step 7. s•ao war. tne.rolnwnwww Wnu>�eeea�y+tmn.roiahrinrwmmiexee sen tvaatay E,.e..e n1E.tenH,ll WnMitettleWMMYb OWDOfa OPRNE MUta(ntictw tmenet0e liLne.OU . � wsosathe eriprWt4tnI6 t4W+enWBldOautNAlME afglWwiPlOnKCe�:W. Nw:Otar unpaty mnraedp�rdprseeWt.srp6�bwps.petw+p�pYu• Mbmhr-a.. t..WMr4a0w kt.MdwbaldMF7WQOsf O.(JtE,lrc N4nt50Yrs c.tetN,iwn.Mq. rsw—. W am ONLINE W- l� tSt SeMewsllt50 �. QrdoM1Aw.01050 �...r...�. Asn.a9d Spns»Mtlwusnanftwn ! V V effidding Registration TUTORIAL # 1 - eBidding Registration Version 1-07.17.12 Page 2 - - --MOMSSTEP 7: Print and notarize the form (sign in ONUNEI blue ink). Return the original "Electronic Bidder Signature Authorization Form" to BidDocs ONLINE Inc. -IMF The mailing address is: ajuv V BidDocs ONLINE Inc. P.O. Box 51 61 Skyfields Drive (for overnight) Groton, MA 01450 Your company is responsible for ensuring -- - - that BidDocs ONLINE receives the signed Electronic Bidder Signature Authorization eBidding Registration Instructions 7 Form a minimum of three (3) business days prior to the bid date. BidDocs ONLINE will notify you by email that your form has been received and processed. A unique bar code Bidoocs will identify your bid paperwork. ONLINE► ACCpUNTAVTNote: The registration form will remain TAUTNOR2A .� MlroRn:NT waweoti,ac•.irfam�el "active" until such time that your company '•F.,.rtlm4i0dp.l:oenlefNlhCdefe7b1IdD—W"K-Ane requests a change in the person signing the form or a change in the company address or .•• R04:Ryot•[Mgllay MHke,11MKYRMOMSM f.'..:.....� , �MigrixaMiSpm mi•�bnIg140.1Daa�dllRlE.4c •� a other pertinent company information. Your - p . ,. @VDPcompany is responsible for printing and Qo4e2 MAOIRs, 01450 50 resubmitting an updated form when changes ...MB•a.rQwl /tln wfW Siyn,t•a}•IqiYMbn K{rm occur. lWOW eBidding Registration STEP 8: While the Electronic Bidder Signature Authorization Form is being processed, you may commence completing the common forms (DCAM Eligibility and Sections 1-4 of the DCAM Update Statement) that are required for MGL c. 149 bids. Summary: THIS PROJECT IS BEING ELECTRONICALLY BID AND HARD COPY BIDS WILL NOT BE ACCEPTED BY THE AWARDING AUTHORITY. You must submit your bid electronically at www.biddocsonline.com. At any time during the bidding process, you may print the various bid documents for your company's records. Additional instructions to complete the other bid forms are accessible on the BidDocs ONLINE website (click on the "Tutorial" tab at the bottom footer). TUTORIAL # 1 - eBidding Registration Version 1 -07.17.12 Page 3 II Section 00.41.00 FORM FOR GENERAL BID TO THE AWARDING AUTHORITY A. The undersigned proposes to furnish all labor and material required for for the in Project Massachusetts, in accordance with the accompan plans and specification prepared by for Name of Engineer orArchite the contract price specified below, subject to additions and ded according Z to the terms of the specifications. s B. This bid includes addenda numbered: C. The proposed contract price is: � Dollars $ 0 o Bid Amount in Words Bid Amount in Numbers n Y ForAlternate No. Add$ b" Subtract$ E S No. $ No. $ No. $ No. $ $ D. The subdivision of posed contract price is as follows: ITEM 1. The wo general contractor, being all work other than that covered by ITEM 2. TotalOF 1.................................................$ ITE �b-bids as follows: 14, -trade Name of Filed Sub-bidder Sub-bid Bond Required Amount Yes No FORM FOR GENERAL BID 0041 00 - 1 i TOTAL OF ITEM 2...........................................$ The undersigned agrees that each of the above named sub-bidders will be use e work indicated at the amount stated, unless a substitution is made. The and d further agrees to pay the premiums for the performance and payment bon fished by sub-bidders as requested herein and that all of the cost of all such p s is included in the amount set forth in Item I of this bid. The undersigned agrees that if selected as general contractor, �romptly confer with the awarding authority on the question of sub-bidders; the awarding Y g authority may substitute for any sub-bid listed above a su ed with the awarding authorityb another sub-bidder for the sub-trade again a standing and ability the Y 9 9 Y undersigned makes no objection; and that the under will use all such finally selected sub-bidders at the amounts named in thective sub-bids and be in every way as responsible for them and their work as ad been originally named in this general bid, the total contract price being ad' o conform thereto. CL E. The undersigned agrees that, if he is s as general contractor, he will within five days, Saturdays, Sundays, and leg s excluded, after presentation thereof by 8 the awarding authority, execute a t in accordance with the terms of this bid and m g tY furnish a performance bond an a labor and materials or payment bond, each of a surety company qualified to ness under the laws of the Commonwealth and satisfactory to the awardi ority and each in the sum of the contract price, the premiums for which ar aid by the general contractor and are included in the contract price; provi ever, that if there is more than 1 surety company, the surety companie a jointly and severally liable. The undersi ereby certifies that he is able to furnish labor that can work in harmony other elements of labor employed or to be employed on the work; that all ees to be employed at the worksite will have successfully completed a Cour e nstruction safety and health approved by the United States Occupational S nd Health Administration that is at least 10 hours in duration at the time the yee begins work and who shall furnish documentation of successful pletion of said course with the first certified payroll report for each employee; nd that he will comply fully with all laws and regulations applicable to awards made �►� subject to section 44A. 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, FORM FOR GENERAL BID 0041 00 - 2 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 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 there under. NAME OF BIDDE ®� SIGNATURE AND TITLE� SIGNING BID N Z Date: Q a BUS41TFDRESS g o a C E �s FORM FOR GENERAL BID 0041 00 - 3 SPECIAL NOTICE • AWARDING AUTHORITY BIDDERS' UPDA TE STATEMENTS ARE NOT PUBLIC RECORDS AND ARE • OPEN TO PUBLIC INSPECTION ' EFFECTIVE MARCH 30,2010 Commonwealth of Massachusetts Division of Capital Asset Management PRIME/GENERAL CONTRACTOR UPDATE STATEMENT TO ALL BIDDERS AND AWARDING AUTHORITIES A COMPLETED AND SIGNED PRIME/GENERAL CONTRACTOR UPDATE STATEMENT MUST BE SUBMITTED WITH EVERY PRIME/GENERAL BID FOR A CONTRACT PURSUANT TO M.G.L. c.149, §44A AND M.G.L. c. 149A. ANY PRIME/GENERAL BID SUBMITTED WITHOUT AN APPROPRIATE UPDATE STATEMENT IS INVALID AND MUST BE REJECTED. Caution; This form is to be used for submitting Prime/General Contract bids. It is not to be used for submitting Filed Sub-Bids or Trade Sub-Bids. AWARDING AUTHORITIES If the Awarding Authority determines that the bidder does not demonstrably possess the skill, ability, and integrity necessary to perform the work on the project, it must reject the bid. 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 Prime/General Contractor Update Statement on behalf of the bidder named below, that I have read this Prime/General Contractor Update Statement, and that all of the information provided by the bidder in this Prime/General Contractor Update Statement is true, accurate, and complete as of the bid date. Bid Date Print Name of Prime/General Contractor Project Number(or Business Address name if no number) Awarding Authority Telephone Number SIGNATUREr* Bidder's Authorized Representative Division of Capital Asset Management Page 1 of 10 INSTRUCTIONS INSTRUCTIONS TO BIDDERS when added to the annual cost to complete the bidder's other currently held contracts, may not exceed the bidder's • This form must be completed and submitted by all Aggregate Work Limit. Use the following procedure to Prime/General contractors bidding on projects pursuant determine whether the low bidder is within its Aggregate to M.G.L. c. 149, §44A and M.G.L. c. 149A. Work Limit: • 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 provided and that the bidder has accurately REJECTING YOUR BID AND FOR DEBARRING YOU calculated and totaled the annualized value of FROM ALL PUBLIC CONTRACTING. all incomplete work on its currently held • This Update Statement must include all requested contracts(column 9). information that was not previously reported on the Step 2 Determine the annual dollar value of the work Application used for your firm's most recently issued(not extended or amended)PrimeiGeneral to be performed on your project.This is done Contractor Certificate of Eligibility. The Update as follows: Statement must cover the entire period since the (i) If the project is to be completed in less date of your Application, NOT since the date of your than 12 months,the annual dollar value of Certification. the work is equal to the full amount of the • You must use this official form of Update Statement. bid. Copies of this form may be obtained from the awarding authority and from the Asset Management Web Site: (ii)If the project will take more than 12 months www.mass.gov/dcam . to complete, calculate the number of years • If additional space is needed, please copy the given to complete the project by dividing appropriate page of this Update Statement and attach it the total number of months in the project as an additional sheet. schedule by 12(calculate to 3 decimal • See the section entitled"Bidding Limits"in the places),then divide the amount of the bid Instructions to Awarding Authorities for important by the calculated number of years to find information concerning your bidding limits. the annual dollar value of the work. Step 3 Add the annualized value of all of the bidder's INSTRUCTIONS TO AWARDING AUTHORITIES incomplete contract work(the total of column 9 on page 5) to the annual dollar value of the Determination of Bidder Qualifications work to be performed on your project.The total may not exceed the bidder's • It is the awarding authority's responsibility to determine Aggregate Work Limit. who is the lowest eligible and responsible bidder.You must consider all of the information in the low bidder's Update Statement in making this determination. Remember: this information was not available to the Correction of Errors and Omissions in Update Division of Capital Asset Management at the time of Statements certification. • The bidder's performance on the projected listed in Parts Matters of Form: An awarding authority shall not reject a 1 and 2 must be part of your review. Contact the project contractor's bid because there are mistakes or omissions of references. form in the Update Statement submitted with the bid, • AWARDING AUTHORITIES ARE STRONGLY provided the contractor promptly corrects those mistakes or ENCOURAGED TO REVIEW THE LOW BIDDER'S omissions upon request of the awarding authority. [810 CMR ENTIRE CERTIFICATION FILE AT THE DIVISION OF 8.05(1)]. CAPITAL ASSET MANAGEMENT.Telephone(617) 727-9320 for an appointment. Correction of Other Defects: An awarding authority may, in its discretion,give a contractor notice of defects, other than mistakes or omissions of form, in the contractor's Update Bidding Limits Statement,and an opportunity to correct such defects, provided the correction of such defects is not prejudicial to Single Project Limit: The total amount of the bid, including all fair competition.An awarding authority may reject a corrected alternates, may not exceed the bidder's Single Project Limit. Update Statement if it contains unfavorable information about the contractor that was omitted from the Update Statement Aggregate Work Limit: The annual value of the work to be filed with the contractor's bid.[810 CMR 8.05(2)]. performed on the contract for which the bid is submitted, Division of Capital Asset Management Page 2 of 10 Prime/General Contractor Update Statement Effective March 30,2010 PART 1 -COMPLETED PROJECTS LIST ALL PUBLIC AND PRIVATE BUILDING PROJECTS YOUR FIRM HAS COMPLETED SINCE THE DATE OF APPLICATION FOR YOUR MOST RECENTLY ISSUED(NOT EXTENDED OR AMENDED) DCAM CERTIFICATE OF ELIGIBILITY. YOU MUST REPORT ALL REQUESTED INFORMATION NOT PREVIOUSLY REPORTED ON THAT DCAM APPLICATION*. PROJECT TITLE&LOCATION 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. Division of Capital Asset Management Page 3 of 10 Prime/General Contractor Update Statement Effective March 30,2010 i i PROVIDE THE FOLLOWING REFERENCE INFORMATION FOR EACH COMPLETED PROJECT LISTED ON THE PREVIOUS PAGE. 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 compan affiliated with any owner,designer or general contractor named above,either through a business or family relationship? F]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 ❑NO If you have answered YES to either question,explain. Division of Capital Asset Management Page 4 of 10 Prime/General Contractor Update Statement Effective March 30,2010 PART 2-CURRENTLY HELD CONTRACTS 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 9 PROJECT TITLE& WORK START ON CONTRACT %NOT $VALUE OF NO.OF ANNUALIZED LOCATION CATEGORY AND END SCHEDULE PRICE COMPLET WORK NOT YEARS VALUE OF DATES (yes/no) E COMPLETE REMAINING INCOMPLETE (col.5 X col.6) (see note WORK below) (col.7+col.8) divided b ANNUALIZED VALUE OF ALL INCOMPLETE CONTRACT WORK (Total of Column 9) $ Column 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(calculate to three decimal places). Division of Capital Asset Management Page 5 of 10 Prime/General Contractor Update Statement Effective March 30,2010 PROVIDE THE FOLLOWING REFERENCE INFORMATION FOR EACH INCOMPLETE PROJECT LISTED ON THE PREVIOUS PAGE. 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? []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 ❑NO If you have answered YES to either question,explain. Division of Capital Asset Management Page 6 of 10 Prime/General Contractor Update Statement Effective March 30,2010 PART 3 - PROJECT PERFORMANCE For Parts 3 and 4, if you answer YES to any question, please provide on a separate page a complete explanation. Information you provide herein must supplement the Application for your most recently issued (not extended or amended)DCAM Certificate of Eligibility. You must report all requested information not previously reported on that DCAM Application for Prime/General Certificate of Eligibility. Include all details [project name(s) and location(s), names of all parties involved, relevant dates, etc.]. YES NO 1. Has your firm been terminated on any contract prior to completing a project or has ❑ ❑ any officer, partner or principal of your firm been an officer,partner or principal of another firm that was terminated or failed to complete aproject? 2. Has your firm failed or refused either to perform or complete any of its work under ❑ ❑ any contract prior to substantial completion? 3. Has your firm failed or refused to complete any punch list work under any contract? ❑ ❑ 4. Has your firm filed for bankruptcy, or has any officer,principal or individual with a ❑ ❑ financial interest in your current firm been an.officer,principal or individual with a financial interest in another firm that filed for bankruptcy? 5. Has your surety taken over or been asked to complete any of your work under any ❑ ❑ contract? 6. Has a payment or performance bond been invoked against your current firm, or has ❑ ❑ any officer,principal or individual with a financial interest in your current firm been an officer,principal or individual with a financial interest in another firm that hada payment or performance bond invoked? 7. Has your surety made payment to a materials supplier or other party under your ❑ ❑ payment bond on any contract? 8. Has any subcontractor filed a demand for direct payment with an awarding authority ❑ ❑ fora public project on any of your contracts? 9. Have any of your subcontractors or suppliers filed litigation to enforce a mechanic's ❑ ❑ lien against property in connection with work performed or materials supplied under any of your contracts? 10. Have there been any deaths of an employee or others occurring in connection with ❑ ❑ any of yourprojects? 11. Has any employee or other person suffered an injury in connection with any of ❑ ❑ your projects resulting in their inability to return to work for a period in excess of one ear? Division of Capital Asset Management Page 7 of 10 Prime/General Contractor Update Statement Effective March 30,2010 PART 4 - Legal or Administrative Proceedings; Compliance with Laws Please answer the following questions. Information must supplement all judicial and administrative proceedings involving bidder's firm,which were instituted or concluded (adversely or otherwise) since your firm's Application for your most recently issued (not extended or amended) Certificate of Eligibility. You must report all requested information not previously reported on that DCAM Application for Prime/General Certificate of Eligibility. The term"administrative proceeding" as used in this Prime/General Contractor Update Statement includes (i) any action taken or proceeding brought by a governmental agency, department or officer to enforce any law, regulation, code, legal, or contractual requirement, except for those brought in state or federal courts, or(ii) any action taken by a governmental agency, department or officer imposing penalties, fines or other sanctions for failure to comply with any such legal or contractual requirement. The term"anyone with a financial interest in your firm" as used in this Section"I", shall mean any person and/or entity with a 5%or greater ownership interest in the applicant's firm. If you answer YES to any question, on a separate page provide a complete explanation of each proceeding or action and any judgment,decision, fine or other sanction or result. Include all details (name of court or administrative agency,title of case or proceeding,case number,date action was commenced, date judgment or decision was entered,fines or penalties imposed,etc.). YES NO 1. Have any civil,judicial or administrative proceedings involving your firm or a ❑ ❑ principal or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to the procurement or performance of any construction contract, including but not limited to actions to obtain payment brought by subcontractors, suppliers or others? 2. Have any criminal proceedings involving your firm or a principal or officer or ❑ ❑ anyone with a financial interest in your firm been brought,concluded, or settled relating to the procurement or performance of any construction contract including, but not limited to, any of the following offenses: fraud, graft, embezzlement, forgery, bribery, falsification or destruction of records, or receipt of stolen property? 3. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of any state's or federal procurement laws arising out of the submission of bids or proposals? 4. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of M.G.L. Chapter 268A,the State Ethics Law? Division of Capital Asset Management Page 8 of 10 Prime/General Contractor Update Statement Effective March 30,2010 PART 4 -Legal or Administrative Proceedings; Compliance with Laws (continued) YES NO 5. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of any state or federal law regulating hours of labor, unemployment compensation,minimum wages,prevailing wages, overtime pay, equal pay, child labor or worker's compensation? 6. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of any state or federal law prohibiting discrimination in employment? 7. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a claim of repeated or aggravated violation of any state or federal law regulating labor relations? 8. Have any proceedings by a municipal, state, or federal agency been brought, ❑ ❑ concluded, or settled relating to decertification, debarment, or suspension of your firm or any principal or officer or anyone with a financial interest in your firm from public contractin ? 9. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of state or federal law regulating the environment? 10. Has your firm been fined by OSHA or any other state or federal agency for ❑ ❑ violations of any laws or regulations related to occupational health or safety?Note: this information may be obtained from OSHA's Web Site at www.osha. ov 11. Has your firm been sanctioned for failure to achieve DBE/MBE/WBE goals, ❑ ❑ workforce Eoals, or failure to file certified payrolls on any publicprojects? 12. Other than previously reported in the above paragraphs of this Section I, have any ❑ ❑ administrative proceedings or investigations involving your firm or a principal or officer or anyone with a financial interest in your firm been brought, concluded, or settled by any local, state or federal agency relating to the procurement or performance of any construction contract? 13. Are there any other issues that you are aware which may affect your firm's ❑ ❑ responsibility and integrity as a building contractor? Division of Capital Asset Management Page 9 of 10 P 9 9 Prime/General Contractor Update Statement Effective March 30,2010 PART 5 - SUPERVISORY PERSONNEL List all supervisory personnel, such as project managers and superintendents, who will be assigned to the project if your firm is awarded the contract.Attach the resume of each person listed below. NAME TITLE OR FUNCTION PART 6 - CHANGES IN BUSINESS ORGANIZATION OR FINANCIAL CONDITION Have there been any changes in your firm's business organization, financial condition or bonding capacity since the date your current Certificate of Eligibility was issued? ❑ Yes ❑ No If YES, attach a separate page providing complete details. PART 7 - LIST OF COMPLETED CONSTRUCTION PROJECTS SUBMITTED TO THE DIVISION OF CAPITAL ASSET MANAGEMENT. Attach here a copy of the list of completed construction projects which was submitted with your firm's DCAM Application for your most recently issued (not extended or amended) DCAM Certificate of Eligibility. The Attachment must include a complete copy of the entire Section G — "Completed Projects" and the final page — "Certification" (Section J) containing the signature and date that the Completed Projects list (Section G) was submitted to the Division of Capital Asset Management. Division of Capital Asset Management Page 10 of 10 Prime/General Contractor Update Statement Effective March 30,2010 Section 00.41.10 FORM FOR SUB-BID TO ALL GENERAL BIDDERS EXCEPT THOSE EXCLUDED: A. The undersigned proposes to furnish all labor and materials required for completin in accordance with the hereinafter described plans, specifications and addenda, all work specified in Section No. of the specifications and in any plana specified in such section, prepared by for `�►� for the in, Massachusetts, for the contract sum of: S Z a Dollars Bid Amount in Words Bid Amount in g Numbers For Alternate No. Add $ tract$ No. $ . $ No. $ �� $ 0 No. $ $ U Each Alternate shall separately r E B. This Sub-bid includes addenda num co C. This Sub-bid M F-1 May be us y General Bidder Except: �nly be used by the following General Bidders: ude 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. Th signed agrees that, if selected as a sub-bidder, he will, within five days, Sat , Sundays and legal holidays excluded, after presentation of a subcontract by t ral bidder selected as the general contractor, execute with such general bidder contract in accordance with the terms of this sub-bid, and contingent upon the cution of the general contract, and, if requested to do so in the general bid by such general bidder, who shall pay the premiums therefor, or if prequalification is required pursuant to Section 44D 3/4 , 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. FORM FOR SUB-BID 0041 10 - 1 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 undersigned if customarily furnished by persons on his own payroll and in the absence of a contrary provision in the specifications, 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 PRI �4 SNV AWW (Do not give bid price for any class or part thereof furnished by the unders' F. The undersigned agrees that the above list of bids of the undersigne sents bona 19 fide bids based on hereinbefore described plans, specifications and a, and that, if Z the undersigned is awarded the contract, they will be used for th indicated at the amounts stated, if satisfactory to the awarding authority. s G. The undersigned further agrees to be bound to the genertractor by the terms of the hereinbefore described plans, specifications, includin eral conditions stated a therein, and addenda, and to assume toward him all the tions and responsibilities that he, by those documents, assumes toward the o H. The undersigned offers the following informa ' evidence of his qualifications to perform the work as bid upon according to all uirements of the plans and specifications: E S 1. Have been in business under business name for years 2. Ever failed to complete awarded? 3. List one or more re dings with names of general contractor and architect on which you se subcontractor for work of similar character as required for the above- uilding Building Type Architect General Contract Contractor Amount ME $ $ 4.�MWank Reference: undersigned hereby certifies that he is able to furnish labor that can work in harmony all other elements of labor employed or to be employed on the work; that all ployees to be employed at the worksite will have successfully completed a course in construction safety and health approved by the United States Occupational Safety and Health Administration that is at least 10 hours in duration at the time the employee begins work and who shall furnish documentation of successful completion of said course with the first certified payroll report for each employee; and that he will comply fully with all FORM FOR SUB-BID 0041 10 - 2 laws and regulations applicable to awards of subcontracts subject to section 44F. The safety training requirement in this paragraph is effective July 1, 2006. 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 word "person"shall mean any 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 construction work in the Commonwealth under the provisions of section twent of chapter twenty-nine, or any other applicable debarment provisions of any of` pter of the General Laws or any rule or regulation promulgated thereunder. o Z Q NAME OF S DER S d m SIGNATURE& F PERSON SIGNING BID J Q�, WSINESSADDRESS U O U C t0 �s FORM FOR SUB-BID 0041 10 - 3 SPECIAL NOTICE • AWARDING AUTHORITY SUB-BIDDERS' UPDATE STATEMENTS ARE • RECORDS ARE • OPEN TO PUBLIC INSPECTION ' EFFECTIVE MARCH 30,2010 Commonwealth of Massachusetts Division of Capital Asset Management F SUB-BIDDER UPDATE STATEMENT TO ALL SUB-BIDDERS, TRADE CONTRACTORS AND AWARDING AUTHORITIES A COMPLETED AND SIGNED SUB-BIDDER UPDATE STATEMENT MUST BE SUBMITTED WITH EVERY FILED SUB-BID PURSUANT TO M.G.L. c.149, §44F AND EVERY TRADE SUB-BID PURSUANT TO M.G.L. c. 149A. ANY FILED SUB-BID OR TRADE SUB-BID SUBMITTED WITHOUT AN APPROPRIATE SUB-BIDDER UPDATE STATEMENT IS INVALID AND MUST BE REJECTED. Caution: This form is to be used for submitting Filed Sub-Bids and Trade Sub-Bids. It is not to be used for submitting Prime/General Contract bids. AWARDING AUTHORITIES If the Awarding Authority determines that the sub-bidder is not competent to perform the work as specified on the project, it should reject the bid. SUB-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 Sub-bidder Update Statement on behalf of the bidder named below, that I have read this Sub-bidder Update Statement, and that all of the information provided by the bidder in this Sub-bidder Update Statement is true, accurate, and complete as of the bid date. Bid Date Print Name of Sub-bidder or Trade Contractor I Project Number(or Business Address name if no number) Awarding Authority Telephone Number SIGNATURE* Bidder's Authorized Representative Division of Capital Asset Management Page ] of 10 P 9 II INSTRUCTIONS INSTRUCTIONS TO SUB-BIDDERS • This form must be completed and submitted by all Filed INSTRUCTIONS TO AWARDING AUTHORITIES Sub-Bidders bidding on projects pursuant to M.G.L. c. 149,§44F and Trade Contractors bidding on projects Determination of Sub-Bidder Qualifications pursuant to M.G.L.c. 149A. • You must give complete and accurate answers to all It is the awarding authority's responsibility to determine questions and provide all of the information requested. each responsible bidder.You must consider all of the MAKING A MATERIALLY FALSE STATEMENT IN THIS information in the bidder's Sub-bidder Update Statement SUB-BIDDER UPDATE STATEMENT IS GROUNDS in making this determination. Remember: this FOR REJECTING YOUR BID AND FOR DEBARRING information was not available to the Division of Capital YOU FROM ALL PUBLIC CONTRACTING. Asset Management at the time of certification. • This Sub-Bidder Update Statement must include all The sub-bidder's performance on the projected listed in requested information that was not previously Parts 1 and 2 must be part of your review. Contact the reported on the Application used for your firm's project references. most recently issued(not extended or amended) AWARDING AUTHORITIES ARE STRONGLY Sub-Bidder Certificate of Eligibility. The Sub-Bidder ENCOURAGED TO REVIEW THE SUB-BIDDER'S Update Statement must cover the entire period since ENTIRE CERTIFICATION FILE AT THE DIVISION OF the date of that Application,NOT since the date of CAPITAL ASSET MANAGEMENT. Telephone(617) your Certification. 727-9320 for an appointment. You must use this official form of Sub-bidder Update Statement.Copies of this form may be obtained from the awarding authority and from the DCAM Web Site: Correction of Errors and Omissions in Sub-bidder www.mass.00v/dcam . Update Statements • If additional space is needed, please copy the appropriate page of this Sub-bidder Update Statement Matters of Form: An awarding authority shall not reject a and attach it as an additional sheet. sub-bidder's bid because there are mistakes or omissions of form in the Sub-bidder Update Statement submitted with the bid pursuant to M.G.L. c.149, §44D, provided the sub-bidder promptly corrects those mistakes or omissions upon request of the awarding authority. [810 CMR 8.13(1)]. Correction of Other Defects: An awarding authority may, in its discretion,give a sub-bidder notice of minor defects and omissions as to form in the Sub-bidder's Update Statement and provide an opportunity to correct its Sub-bidder Update Statement. However,the sub-bidder shall not be allowed to make corrections to a Sub-bidder Update Statement if material information about the sub-bidder was omitted from the Sub-bidder Update Statement filed with the sub-bidder's bid. The Awarding Authority shall advise DCAM of any material omissions in a Sub-bidder's Update Statement.. [810 CMR 8.13(2)]. Division of Capital Asset Management Page 2 of 10 Sub-bidder Update Statement Effective March 30,2010 PART 1 -COMPLETED PROJECTS LIST ALL PUBLIC AND PRIVATE PROJECTS OF$20,000 OR MORE THAT YOUR FIRM HAS COMPLETED SINCE THE DATE OF APPLICATION FOR YOUR MOST RECENTLY ISSUED(NOT EXTENDED OR AMENDED)SUB- BIDDER CERTIFICATE OF ELIGIBILITY". PROJECT TITLE&LOCATION 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 Sub-bidder Update Statement. Division of Capital Asset Management Page 3 of 10 ! Sub-bidder Update Statement Effective March 30,2010 I I IIS I PROVIDE THE FOLLOWING REFERENCE INFORMATION FOR EACH COMPLETED PROJECT LISTED ON THE PREVIOUS PAGE. 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 companyaffiliated with any owner,designer or general contractor named above,either through a business or family relationship? ]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 ❑NO If you have answered YES to either question,explain. Division of Capital Asset Management Page 4 of 10 Sub-bidder Update Statement Effective March 30,2010 PART 2 -CURRENTLY HELD CONTRACTS LIST ALL PUBLIC AND PRIVATE PROJECTS OF$20,000 OR MORE THAT YOUR FIRM HAS UNDER CONTRACT ON THIS DATE REGARDLESS OF WHEN OR WHETHER THE WORK COMMENCED. 1 2 3 4 5 6 7 PROJECT TITLE& WORK START AND ON CONTRACT %NOT $VALUE OF LOCATION CATEGORY END DATES SCHEDU PRICE COMPLETE WORK NOT LE COMPLETE es/n0 (col.5 X col.6) Division of Capital Asset Management Page 5 of 10 Sub-bidder Update Statement Effective March 30,2010 i PROVIDE THE FOLLOWING REFERENCE INFORMATION FOR EACH INCOMPLETE PROJECT LISTED ON THE PREVIOUS PAGE. 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 companyaffiliated with any owner,designer or general contractor named above either through a business or family relationship? ]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 ❑NO If you have answered YES to either question,explain. Division of Capital Asset Management Page 6 of 10 Sub-bidder Update Statement Effective March 30,2010 PART 3 - PROJECT PERFORMANCE For Parts 3 and 4, if you answer YES to any question, please provide on a separate page a complete explanation. Information you provide herein must supplement the Application for your most recently issued (not extended or amended) Sub-Bidder Certificate of Eligibility. You must report all requested information not previously reported on that Application. Include all details [project name(s) and location(s), names of all parties involved, relevant dates,etc.]. YES NO 1. Has your firm been terminated on any contract prior to completing a project or has ❑ ❑ any officer, partner or principal of your firm been an officer,partner or principal of another firm that was terminated or failed to complete aproject? 2. Has your firm failed or refused either to perform or complete any of its work under ❑ ❑ any contract prior to substantial completion? 3. Has your firm failed or refused to complete any punch list work under any contract? ❑ ❑ 4. Has your firm filed for bankruptcy, or has any officer,principal or individual with a ❑ ❑ financial interest in your current firm been an officer,principal or individual with a financial interest in another firm that filed for bankruptcy? 5. Has your surety taken over or been asked to complete any of your work under any ❑ ❑ contract? 6. Has a payment or performance bond been invoked against your current firm, or has ❑ ❑ any officer, principal or individual with a financial interest in your current firm been an officer,principal or individual with a financial interest in another firm that hada payment or performance bond invoked? 7. Has your surety made payment to a materials supplier or other party under your ❑ ❑ payment bond on any contract? 8. Has any subcontractor filed a demand for direct payment with an awarding authority ❑ ❑ fora public project on any of your contracts? 9. Have any of your subcontractors or suppliers filed litigation to enforce a mechanic's ❑ ❑ lien against property in connection with work performed or materials supplied under any of your contracts? 10. Have there been any deaths of an employee or others occurring in connection with ❑ ❑ any of your projects9 11. Has any employee or other person suffered an injury in connection with any of ❑ ❑ your projects resulting in their inability to return to work for a period in excess of one ear? I Division of Capital Asset Management Page 7 of 10 Sub-bidder Update Statement Effective March 30,2010 PART 4 - Legal or Administrative Proceedings; Compliance with Laws Please answer the following questions. Information must supplement all judicial and administrative proceedings involving bidder's firm,which were instituted or concluded (adversely or otherwise)since your firm's Application for your most recently issued (not extended or amended) Sub-Bidder Certificate of Eligibility. You must report all requested information not previously reported on that DCAM Application. The term"administrative proceeding" as used in this Sub-Bidder Update Statement includes (i)any action taken or proceeding brought by a governmental agency, department or officer to enforce any law, regulation, code, legal, or contractual requirement, except for those brought in state or federal courts, or(ii)any action taken by a governmental agency, department or officer imposing penalties, fines or other sanctions for failure to comply with any such legal or contractual requirement. The term"anyone with a financial interest in your firm" as used in this Section "I", shall mean any person and/or entity with a 5%or greater ownership interest in the applicant's firm. If you answer YES to any question,on a separate page provide a complete explanation of each proceeding or action and any judgment,decision, fine or other sanction or result. Include all details (name of court or administrative agency,title of case or proceeding, case number,date action was commenced, date judgment or decision was entered, fines or penalties imposed,etc.). YES NO 1. Have any civil,judicial or administrative proceedings involving your firm or a ❑ ❑ principal or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to the procurement or performance of any construction contract, including but not limited to actions to obtain payment brought by subcontractors, suppliers or others? 2. Have any criminal proceedings involving your firm or a principal or officer or ❑ ❑ anyone with a financial interest in your firm been brought, concluded, or settled relating to the procurement or performance of any construction contract including, but not limited to, any of the following offenses: fraud, graft, embezzlement, forgery, bribery, falsification or destruction of records, or receipt of stolen property'? 3. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of any state's or federal procurement laws arising out of the submission of bids or proposals? 4. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of M.G.L. Chapter 268A,the State Ethics Law? Division of Capital Asset Management Page 8 of 10 Sub-bidder Update Statement Effective March 30,2010 PART 4 -Legal or Administrative Proceedings; Compliance with Laws (continued) YES NO 5. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of any state or federal law regulating hours of labor, unemployment compensation, minimum wages,prevailing wages, overtime pay, equal pay, child labor or worker's compensation? - 6. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of any state or federal law prohibiting discrimination in employment? 7. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a claim of repeated or aggravated violation of any state or federal law regulating labor relations? 8. Have any proceedings by a municipal, state, or federal agency been brought, ❑ ❑ concluded, or settled relating to decertification, debarment, or suspension of your firm or any principal or officer or anyone with a financial interest in your firm from public contracting? 9. Have any judicial or administrative proceedings involving your firm or a principal ❑ ❑ or officer or anyone with a financial interest in your firm been brought, concluded, or settled relating to a violation of state or federal law regulating the environment? 10. Has your firm been fined by OSHA or any other state or federal agency for ❑ ❑ violations of any laws or regulations related to occupational health or safety?Note: this information may be obtained from OSHA's Web Site at www.osha.gov 11. Has your firm been sanctioned for failure to achieve DBE/MBE/WBE goals, ❑ ❑ workforce goals, or failure to file certified payrolls on any publicprojects? 12. Other than previously reported in the above paragraphs of this Section 1, have any ❑ ❑ administrative proceedings or investigations involving your firm or a principal or officer or anyone with a financial interest in your firm been brought, concluded, or settled by any local, state or federal agency relating to the procurement or performance of any construction contract? 13. Are there any other issues that you are aware which may affect your firm's ❑ ❑ responsibility and integrity as a building contractor? i Division of Capital Asset Management Page 9 of 10 Sub-bidder Update Statement Effective March 30, 2010 PART 5 - SUPERVISORY PERSONNEL List all supervisory personnel who will be assigned to the project if your firm is awarded the contract. Attach the resume of each person listed below. NAME TITLE OR FUNCTION PART 6 - CHANGES IN BUSINESS ORGANIZATION OR FINANCIAL CONDITION Have there been any changes in your firm's business organization, financial condition or bonding capacity since the date your current Certificate of Eligibility was issued? ❑ Yes ❑ No If YES, attach a separate page providing complete details. PART 7 - LIST OF COMPLETED CONSTRUCTION PROJECTS SUBMITTED TO THE DIVISION OF CAPITAL ASSET MANAGEMENT ALONG WITH CERTIFICATION PAGE. Attach here a copy of the list of completed construction projects which was submitted with your firm's Application for your most recently issued (not extended or amended) Sub-Bidder Certificate of Eligibility. The Attachment must include a complete copy of the entire Section F—"Completed Projects" (Section G —"Completed Projects"for firms certified based upon their Prime/General Application), and the final page—"Certification Page", (Section I in the Sub-bidder Application or Section J in Prime/General Application) containing the signature and date that the Completed Projects list(Section F or G)was submitted to the Division of Capital Asset Management. Division of Capital Asset Management Page 10 of 10 Sub-bidder Update Statement Effective March 30,2010 Section 00.52.00 OWNER-CONTRACTOR AGREEMENT COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This agreement made the day of by and between North Andover Housing Authority hereinafter called the "Owner", and Contractor's Name hereinafter called the "Contractor". Witnesseth, that the Owner and the Contractor, for the consideration hereinunder named, agree as follows: 0 Article 1. Scope of Work: The Contractor shall perform all Work required by the Contract Documents for Siding and Bulkhead Repairs, 200-1 prepared by the Winslow Architects acting as and referred to in the Contract Documents as the "Prime g Designer". d Article 2. Time of Completion: The Contractor shall commence work under this Contract on the date specified in the written "Notice to Proceed" and shall bring the Work to Substantial Completion within calendar days of said date. Damages for delays in the performance of the Work shall be in accordance with Article 9 of the General Conditions of the Contract. a r m o Article 3. Contract Sum: The Owner shall pay the Contractor, in current funds, for the performance of the Work, subject to additions and deductions by Change Order, of the Contract Sum of: dollars $ CONTRACT SUM IN WORDS CONTRACT SUM IN NUMBERS The Contract Sum is divided as follows: Item 1: The work of the Contractor, being all Work other than that covered by Item 2 Item 2: Subcontractors as follows Section - Trade Subcontractor Amount 1. $ 2. $ 3. $ 4. $ 5. $ 6. $ 7. $ 8. $ 9 $ 10. $ Total for Item 2 $ OWNER - CONTRACTOR AGREEMENT 005200 - 1 Documents: The following, together with this Agreement, form Article 4. The Contract ecu g, y � , the contract and all are as fully a part of the contract as if attached to this Agreement or repeated herein: The Advertisement, Bidding Documents, Contract Forms, Conditions of the Contract, and Specifications as enumerated in the Table of Contents, the drawings as enumerated in the List of Contract Drawings, DHCD publication known as the Construction Handbook, and all Modifications issued after execution of the Contract. Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. Article 5. Alternates: The following Alternates have been accepted and their costs are included in the Contract Sum stated in Article 3 of this Agreement: Alternate No(s): and Article 6. REAP Certification: Pursuant to M.G.L. c.62(c) §49(a), the individual signing this Contract on behalf of the Contractor, hereby certifies, under the penalties of perjury, g that to the best of their knowledge and belief the Contractor has complied with all laws of the Commonwealth relating to taxes, reporting of employees and contractors, and withholding and remitting child support. U J Article 7. Worker Documentation Certification: In accordance with Executive Order 481 the undersigned further certifies under the penalties of perjury that the Contractor shall not knowingly use undocumented workers in connection with the performance of this contract; that pursuant to federal requirements, the Contractor shall verify the Cn immigration status of all workers assigned to such contractor without engaging in ca unlawful discrimination; and that it shall not knowingly or recklessly alter, falsify, or accept altered or falsified documents from any such worker(s). The Contractor understands and agrees that breach of any of these terms during the contract period may be regarded as a material breach, subjecting the Contractor to sanctions, including but limited to monetary penalties, withholding of payments, contract suspension or termination. Article 8. Conflict of Interest: The Contractor covenants, that (1) presently, there is no financial interest and shall not acquire any such interest, direct or indirect, which would conflict in any manner or degree with the performance of services required to be performed under this Agreement or which would violate M.G.L. c.268A, as amended; (2) in the performance of this Contract, no person having any such interest shall be employed by the Contractor or engaged as a subcontractor by the contractor; and (3) no partner or employee of the firm is related by blood or marriage to any Board Member or employee of the Awarding Authority." Article 9. Validation: This Contract will not be valid until signed by the Department of Housing and Community Development. In Witness Whereof, the Parties Hereto Have Caused This Instrument to be Executed Under Seal. OWNER - CONTRACTOR AGREEMENT 005200 - 2 CONTRACTOR 2 AWARDING AUTHORITY North Andover Housina Name of Contractor Authority One Morkeski Meadows Street North Andover, Massachusetts 01845 City State Zip By: Signature and Seal Signature and-Seal Witness ry Title If a Corporation, attach a notarized copy of the Attest: Y Corporate Vote authorizing signatory to sign g Contract. 2 If signed by someone other than a Housing 8 0 Authority member,attach a copy of Certified Board Vote authorizing the signatory to sign Contract. 0 DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT a In accordance with M.G.L.c.121 B, and Revisions thereto. r ID IDO Undersecretary Date OWNER - CONTRACTOR AGREEMENT 005200 - 3 Section 00.53.00 CERTIFICATE OF VOTE OF AUTHORIZATION 20 1 hereby certify that a meeting of the Board of Directors of the: NAME OF CORPORATION duly called and held at on the day of 20_ At which a quorum was present and acting, it was voted that Name of Corporate Officer V of the , be and hereby is authorized to execute and deliver for and on behalf of the Corporation a Contract with North Andover Housing Authority, for work to be done at State-Aided Housing Project No. , in the s North Andover, Massachusetts And to act as principal to execute bonds in connection therewith, which Contract and Bonds were presented to and made:part of the records of said meeting. U J I 1 further certify that Is duly qualified and acting o Name of Corporate Officer of the Corporation and that said vote has not been U) Title o O Repealed, rescinded or amended ca A true copy of the record, ATTEST: (CORPORATE SEAL) On this day of 20 , before me, the undersigned Notary Public, personally appeared , duly designated by the board of directors and proved to me, through satisfactory evidence of identification, which was , that s/he is the person whose name is signed on the foregoing documents, and acknowledged to me that s/he signed it voluntarily for its stated purpose and that it was her/his free act and deed. Notary Public. My Commission Expires: CERTIFICATE OF VOTE OF AUTHORIZATION 005300 - 1 1 Bond Number: Section 00.61.13 PERFORMANCE BOND COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and as Surety, are held and firmly bound unto the North Andover Housing Authority, as Obligee, in the sum of s dollars $ N to be paid to the Obligee, for which payments, well and truly to be made, we bind g ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 0 WHEREAS, the said Principal has made a contract with the Obligee, bearing the date U of 20 for the construction of Siding and Bulkhead g Repairs, 200-1 in North Andover, Massachusetts. 0 N NOW, the condition of this obligation is such that if the Principal and all Subcontractors N under said contract shall well and truly keep and perform all the undertakings, S covenants, agreement, terms and conditions of said contract on its part to be kept and performed during the original term of said contract and any extensions thereof that may be granted by the Obligee, with or without notice to the Surety, and during the life and any guarantee required under the contract, and shall also well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized modifications, alterations changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, changes or additions being hereby waived, then this obligation shall become null and void; otherwise, it shall remain in full force and virtue. IN THE EVENT, that the contract is abandoned by the Principal, or in the event that the Obligee, under the provisions of Article 19 of the General Conditions of said contract terminates the employment of the Principal or the authority of the Principal to continue the work, said Surety hereby further agrees that said Surety shall, if requested in writing by the Obligee, take such action as is necessary to complete said contract. IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this: Day of 20 PERFORMANCE BOND - CONTRACTOR 0061 13 - 1 PRINCIPAL SURETY By: By: Seal Attorney-in Fact Attest: Attest: The rate for this bond is % for the first $ and % for the next $ The total premium for this bond is $ s N 2 Q a Y S w d O W R U J U S O N r m E N S m PERFORMANCE BOND - CONTRACTOR 0061 13 - 2 Bond Number: Section 00.61.16 PAYMENT BOND COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and as Surety, are held and firmly bound unto the North Andover Housing Authority, as Obligee, in the sum of dollars $ s N to be paid to the Obligee, for which payments, well and truly to be made, we bind gourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 0 WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 20 for the construction of Siding and Bulkhead g Repairs, 200-1 in North Andover, Massachusetts. 0 NOW the conditions of this obligation are such that if the Principal and all N subcontractors under said contract shall pay for all labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include any other purposes or items set out in, and to be subject to, provisions of M.G.L. c.30 §39A, and M.G.L. c.149 §29, as amended, then this obligation shall become 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: Day of 20 PAYMENT BOND - CONTRACTOR 0061 16 - 1 PRINCIPAL SURETY By: By: Seal Attorney-in Fact Attest: Attest: Surety Agent Surety Agent Address Surety Agent ent Phone Number N Z Q 01 Y g The rate for this bond is % for the first $ 0 and % for the next $ o U The total premium for this bond is $ a U r m E U S m PAYMENT BOND - CONTRACTOR 0061 16 - 2 Section 00.62.00 FORM OF SUBCONTRACT THIS AGREEMENT MADE THIS DAY OF , 20_ by and between a corporation organized and existing under the laws of an individual doing business as _ hereinafter called the "Contractor" and a corporation organized and existing under the laws of an individual doing business as hereinafter called the "Subcontractor". s N 1. The Subcontractor agrees to furnish all labor and materials required for the completion of all.work specified in Section No. of the specifications for and the plans referred to therein and (Name of Sub-Trade) Addenda No. , and for the: ❑ U 2 U d Q N C l0 E O ❑ all as prepared by Winslow Architects for the sum of [$ ] and the Contractor agrees to pay the Subcontractor said sum for said work. This price includes the following alternates (and other items set forth in the sub-bid): Alternates No(s). and (a) The Subcontractor agrees to be bound to the Contractor b the terms of the 9 Y hereinbefore described plans; specifications (including all general conditions stated therein) and Addenda No(s). , and to assume to the Contractor all the obligations and responsibilities that the Contractor by those documents assumes to the North Andover Housing Authority hereinafter called the "Awarding Authority", except to the extent that provisions contained therein are by their terms or by law applicable only to the Contractor. (b) The Contractor agrees to be bound to the Subcontractor by the terms of the hereinbefore described documents and to assume to the Subcontractor all the obligations and responsibilities that the Awarding Authority by the terms of the hereinbefore described documents assumes to the Contractor, except to the extent that provisions contained therein are b their terms or law applicable only to the Awarding p Y Y pp Y 9 Authority. FORM OF SUBCONTRACT 006200 - 1 i 2. The Contractor agrees to begin, prosecute and complete the entire work specified by the Awarding Authority in an orderly manner so that the Subcontractor will be able to begin, prosecute and complete the work described in this subcontract; and, in consideration thereof, upon notice from the Contractor, either oral or in writing, the Subcontractor agrees to begin, prosecute and complete the work described in this Subcontract in an orderly manner and with due consideration to the date or time specified by the Awarding Authority for the completion of the entire work. 3. The Subcontractor agrees to furnish to the Contractor within a reasonable time after the execution of this subcontract, evidence of workmen's compensation insurance as required by law and evidence of public liability and property damage insurance of the type and in limits required to be furnished to the Awarding Authority by the Contractor. N N N Z 4. The Contractor agrees that no claim for services rendered or materials furnished by s the Contractor to the Subcontractor shall be valid unless written notice thereof is given by the Contractor to the Subcontractor during the first ten (10) days of the calendar _ month following that in which the claim originated. G J 5. This agreement is contingent upon the execution of a general contract between the Contractor and the Awarding Authority for the complete work. a C m IN WITNESS WHEREOF, the parties hereto have executed this agreement the date and year first above-written. SEAL Attest: Name of Subcontractor By: Signature SEAL Attest: Name of Contractor By: Signature FORM OF SUBCONTRACT 006200 - 2 Section 00.72.00 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION MGL c.149 $100,000 — $10 Million (8/13/12) TABLE OF CONTENTS ARTICLE PAGE 1. GENERAL PROVISIONS .......................................................................................... 1 2. OWNER ......................................................................................................................2 3. DEPARTMENT ...........................................................................................................3 4. CONTRACTOR ..........................................................................................................4 5. ADMINISTRATION OF THE CONTRACT ............................................................... 10 6. SUBCONTRACTORS .............................................................................................. 11 7. CONSTRUCTION BY OWNER OR SEPARATE CONTRACT ............................... 12 8. CHANGES IN THE WORK ....................................................................................... 12 9. TIME, SCHEDULE, AND COMPLETION ................................................................ 15 10. PAYMENTS ............................................................................................................... 19 11. GUARANTEES AND WARRANTIES .......................................................................23 12. MISCELLANEOUS LEGAL REQUIREMENTS ........................................................24 13. CONTRACTOR'S ACCOUNTING REQUIREMENTS .............................................25 14. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS .................................27 15. MBE-WBE SUPPLIER DIVERSITY PROGRAM .....................................................27 16. INSURANCE .............................................................................................................27 17. INDEMNIFICATION ..................................................................................................29 18. PERFORMANCE AND PAYMENT BONDS ............................................................29 19. TERMINATION .........................................................................................................30 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00-i INDEX -A- -H- Acceptanceof Work ..................................................................9.5.4 Hazardous Materials................................................................4.17.4 Access to Work..........................................3.3.4,4.9.5,4.21.1,7.2.1 -1- Acts and Omissions...................4.2.1,4.2.2,4.3.4,4.7.9,10.8, 17.1 Indemnification....................................................................Article 17 Addenda.........................................................................1.1.1,4.15.1 Information Provided by Owner..........................................2.2,4.2.1 Administration of Contract.....................................................Article 5 Inspections.....................................................................4.16.1,5.3.7 Administrator.......2.3.2,3.1.2,3.1.3,3.3.1,3.3.3,8.1.5,8.7.1,8.7.2, Instructions to Bidders.......................................1.1.1,15.2.1, 15.4.3 19.4 Insurance............................................................................Article 16 Advertisement or Invitation to Bid.............................................. 1.1.1 -M- Prime Designer,Definition of...............................................5.1,5.1.1 MBE/WBE...........................................................................Article 15 Prime Designer's Approval...............4.7.6,4.7.7,4.7.9,5.3.5,8.1.2, Methods,Means,Sequences.......................................4.3.1,8.6.2.2 8.1.3,8.1.4 -N- Prime Designer's Decision.........4.3.7,4.8.1,4.11.1,5.3.10,8.3.1.3, Notice to Proceed................................................9.1.2,9.5.1, 14.4.3 8.6.3.1,8.7.1,8.7.2,9.3.3.2.2,9.6.4,9.7.1,9.7.2, 10.4,10.5 -0- Prime Designer's Inspection.......................4.3.7,4.3.8,4.8.2,4.9.3, Occupancy.....................................................................4.16.1,5.3.7 4.9.4,4.12.1,5.3.7,9.3.2.1,9.6.3 Owner(Local Housing Authority,Authority)..........................Article 2 Prime Designer's Interpretations................3.3.2,4.19.1,5.3.9,8.5.1 -P- Prime Designer's Authorization to Reject Work............4.8.1,4.11.1, Payments............................2.4.2,3.3.3,4.9.6,4.12,5.3.3,Article 10 4.12.1,5.3.4 14.6.2.2,15.5.1,15.5.2, 17.1, 19.2, 19.3 Prime Designer's Site Visits.............................................5.3.2,5.3.7 Payments,Application for..........5.3.3, 10.2.1, 10.3, 10.4, 10.5, 10.6 Aesthetic Effect........................................................................5.3.10 Payments,Certification of........................................5.3.7,10.5,10.6 Authority(Awarding Authority).........................................See Owner Payment,Final..........3.3.1,5.3.1,5.3.7,9.3.3.4, 10.7, 11.2.1,13.2, -B- 13.4,16.1 Bonds........................................6.2.1.2,8.3.1.3(8),9.7.4,15.4.5,18 Permits........................................................................................4.16 -C- Product Data..............................................................4.7,4.15,5.3.5 Change Orders........................... 1.1.1,2.4.2,3.3.1.2, 4.15.1,5.3.6, Project Representative........................................5.3.8,8.7.3,9.3.2.1 8.1.1,8.1.2,8.1.4,8.1.5,8.2.1,8.3.1,8.5.1,8.6,8.7.1,9.1.1,9.3.1, -R- 9.3.2.1,9.3.3.6,9.7.1, 10.3.1.4,18.2 Retainage..................................................................... 10.3.1,10.6.2 Claims for Additional Costs................7.1.1,8.7, 10.7.2,17.1, 19.3.2 -S- Claimsfor Additional Time..................................................7.1.1,8.7 Safety...........................................................................................4.20 CleaningUp.............................................................................4.17.1 Samples..............................................................4.7,4.8,4.15,5.3.5 Completion(Substantial/Final)3.3.1.6,4.11.1,5.3.7,9.2.2,9.6.1,9.7 Schedule of Values.....................................................................10.2 Conflict of Interest....................................................................... 12.8 Schedule,Construction....................................4.15.1,5.5,7.1.2,9.4 Construction Advisor..............................................3.1.3,8.1.4,8.4.1 Schedule,Payment.......................................................................9.4 Construction Change Directive.......... 1.1.1,3.3.1.2,5.3.6,8.1.1,9.7 Schedule,Participation................................... 15.2.1, 15.4.1,15.4.2, Construction Handbook...........1.1.1, 1.1.7,3.1.3,5.3.8,5.4.1,8.7.4, 15.4.3,15.4.4,15.4.6,15.4.7, 15.4.9, 15.5.1 10.3.1 Site................................1.2.1,2.2.2,4.4.1,4.4.2,4.8.2,4.9.1,4.9.2, Construction by Owner or by Separate Contractors....1.1.4,Article 7 4.9.3,4.9.4,4.12,4.15,4.17.2,4.17.3,4.17.4,4.18,4.20.3,4.21.1, Construction Schedule.........................................4.15.1,7.1.2,9.4.1 5.3.2,5.3.8,6.1.1,7.1.1,8.6.2,10.4.1, 10.6.1.1,12.4.1, 14.3.4, Contract Documents.....................................................................1.1 19.1.4 Contract,Owner Contractor Agreement.....1.1.1,1.2.1,2.1.1,3.2.1, SDO....................................................................................Article 15 3.3.1,6.2.1,8.6,9.3.3.1,9.3.3.3, 10.1.1, 10.8.2 Specifications..................... 1.1.1,1.1.6, 1.3,4.3.3,4.7.5,4.15,5.3.5 Contract Sum..........................3.3.1,8.1.1,8.1.3,8.2.1,8.3.1,8.4.1, 8.6.3,9.4.1,10.2.2, 10.7.1,11.2.1,12.4.1 8.6.2.2.,9.3.3.3,9.5.7,10.1.1,14.6.2.1,15.1.12,15.3.4 Stored Materials......................................................4.9.4,4.9.6, 10.4 Contract Time...................................3.3.1,8.1.1,8.1.3,8.2.1,8.4.1, Subcontractors......................................................................Article 6 9.1.1,9.2,9.3.2.1,9.3.3.1 Submittals.........................................................4.2.3,4.7,4.15,5.3.5 Contractor.............................................................................Article 4 Substantial Completion.......................................................5.3.7,9.6 Cutting And Patching....................................................................4.3 Substitutions,Materials(or equals)......................4.6.3,4.7.5,4.10.1 -D- Superintendent........................................................4.4,4.20.3,8.7.3 Damage to Work.................................................... .......9.6.7 Supervision&Construction Procedures.............................4.3,8.3.1 Delays/Extensions of Time.....................................4.6.3.3,4.8.2,9.3 Surety..........................6.2.1,9.7.4,15.4.5,15.5.3,Article 18, 19.1.5 Department,DHCD..............................................................Article 3 Surveys......................................................................................2.2.2 (DEP)Department of Environmental Protection..........4.17.4,4.20.2, -T- 4.20.3 Taxes..........................................................................................4.14 (DLWD)Department of Labor&Workforce Development.......4.20.2, Termination.......3.3.1,6.2.1, 14.2.1,14.2.2, 14.6.2.3, 15.4.6,15.5.3 12.4,12.5 Testing&Inspection.....................................................................4.8 Disputes...........................................................................8.7.3,9.3.1 -U- Drawings.........................................1.1.1, 1.1.5,1.3,2.2.1,4.7,4.15 Unit Prices..................................................................................8.3.1 -E- -W- Equal Employment Opportunity..........................................Article 14 Warranties..............................................4.10,5.3.7,9.6.8,Article 11 ExecutiveOrders........................................................................ 12.7 Weather Protection.....................................................................4.18 -F- Filed Subcontractors.........................................6.1.3,8.3.1,10.6.2.1 Final Completion.......................................................5.3.7,9.5.4,9.7 Final Payment......................3.3.1.7,5.3.1,9.3.3.4, 10.6.1,10.6.1.2, 10.7, 11,2.1,13.2.1,13.2.2, 13.4.1 Funding ........................................................................................3.2 -G- Guarantees.........................................................................Article 11 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - ii Section 00.72.00 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner-Contractor Agreement,Advertisement, Instructions to Bidders, Bidding Documents, Contract Forms, Conditions of the Contract, Specifications, Drawings, DHCD publication known as the Construction Handbook, all addenda issued prior to execution of the Contract, and 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 Prime Designer. 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. 1.1.3 THE WORK 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 be 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 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,wherever located and whenever issued, 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, construction systems, standards, and workmanship for the Work, and performance of related services. 1.1.7 THE CONSTRUCTION HANDBOOK The Construction Handbook is published by and available free of charge,from the Department. It outlines the procedures that the Contractor, Owner, Prime Designer, and Department shall follow during the construction of the Work. The most recent version, at the time of bid opening, of the Construction Handbook is incorporated by reference into the Contract Documents. 1.2 EXECUTION, CORRELATION,AND INTENT 1.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. 1.2.2 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 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 1 it 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 intended results. In case of inconsistent requirements in the Contract Documents, the requirement for the greater quantity or higher quality shall take precedence and shall be the Contract requirement. 1.2.3. Unless otherwise stated in the Contract Documents,words which have well known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 1.2.4. Where reference is made to standards or trade association publications, it shall be considered to refer to the latest edition and revision thereof, if any, in effect on the date the Contract Documents were advertised for bid. 1.3 USE OF DRAWINGS,SPECIFICATIONS,AND OTHER DOCUMENTS The Drawings, Specifications and other documents prepared by the Prime Designer, 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, the Prime Designer, and the Department. ARTICLE 2 OWNER 2.1 DEFINITION The term"Owner", sometimes also referred to as the"Awarding Authority"or"Authority", means the Housing Authority identified in the Owner-Contractor Agreement, organized and existing under the provisions of M.G.L. c.1216. 2.2 INFORMATION AND SERVICES TO BE PROVIDED BY THE OWNER 2.2.1 The Owner will furnish to the Contractor, free of charge, a reasonable number of copies of the Contract Documents for the execution of the Work, including a set for record purposes. In addition, the Owner, through the Prime Designer,will furnish to the Contractor a reproducible transparency and one black line print of detail and clarification drawings issued after the Contract has been awarded. The Contractor shall provide and distribute such number of prints of these transparencies as required for the Contractor's and Subcontractors' use. 2.2.2 The Owner shall furnish available surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. 2.3 OWNER'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents or persistently fails to carry out the Work in accordance with the Contract Documents, the Owner by written order signed personally or by its authorized agent, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. 2.3.2 Stop work orders require the Administrators' prior approval. (See Subparagraph 3.1.2) 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 Prime Designer at the Owner's direction to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, hire one or more contractors to correct such deficiencies. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 2 2.4.2 In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Prime Designer's additional services and expenses made necessary by such default, neglect, or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 DEPARTMENT 3.1 DEFINITIONS 3.1.1 The term"Department" means the Massachusetts Department of Housing and Community Development, 100 Cambridge Street, Suite 300, Boston, MA 02114. 3.1.2 The term "Administrator'means the person appointed by the Department to administer the terms of the Contract for Financial Assistance between the Owner and the Department,who is also empowered to take certain actions under this Agreement. Contractor should address mail to the Administrator c/o the Construction Management Unit. 3.1.3 The term"Construction Advisor"means the person designated by the Administrator to assist the Administrator. The duties, responsibilities and limitations of the Construction Advisor's authority are described in the Construction Handbook. 3.2 PROJECT FUNDING The Work under this Contract is funded by the Commonwealth of Massachusetts through the Department pursuant to a contract for financial assistance between the Department and the Owner. 3.3 DEPARTMENT'S RESPONSIBILITIES 3.3.1 The Contractor is advised that various actions taken or decisions made by the Owner and/or the Prime Designer under this Contract, require the prior approval and counter-signature of the Administrator. Those actions or decisions include, but are not limited to, the following: .1 Approval, substitutions, and final selection of Sub-Bidders pursuant to M.G.L. c.149§44F .2 Change Orders and Construction Change Directives,whether or not they affect a change in the Contract Sum or in the Contract Time. .3 Written orders, notices, and approvals given by the Owner pursuant to the Contract Documents or pursuant to any Laws applicable to this Contract, including approval of the Contractor's payment requests. .4 Approval of"or equal"submissions and substitutions pursuant to Subparagraph 4.6.3. .5 Stop Work order. .6 Certificate of Substantial Completion. .7 Final payment. .8 Termination of Contract. 3.3.2 In any instance where the Contractor requires clarification as to whose approval is required, the Prime Designer shall provide such clarification. 3.3.3 Work undertaken by the Contractor or a Subcontractor at the Owner's or other person's order without the Administrator's countersignature prior to the start of such work shall be considered 9 unauthorized work and shall not be considered cause for extra payment. The Contractor or Subcontractor shall be responsible for performing, at their own expense, corrective measures required by the Prime Designer due to any failure to obtain the prior approval of the Administrator pursuant to Subparagraph 3.3.1. 3.3.4 The Department and its authorized representatives and agents shall at all times have access to, and be permitted to observe and review all Work, materials, payrolls, records of personnel, conditions of GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 3 employment, invoices of materials, and other relevant data and records maintained by the Contractor on the Project. ARTICLE 4 CONTRACTOR 4.1 DEFINITION The Contractor, sometimes referred to as the General Contractor, is the person or entity identified as such throughout the Contract Documents as if singular in number. The term Contractor means the Contractor or its authorized representative. 4.2 REVIEW OF CONTRACT DOCUMENTS&FIELD CONDITIONS BY CONTRACTOR 4.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner pursuant to Subparagraph 2.2.2 and shall at once report to the Prime Designer errors, inconsistencies, or omissions discovered. The Contractor shall not be liable to the Owner or Prime Designer for damage resulting from errors, inconsistencies, or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency, or omission and knowingly failed to notify the Prime Designer. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Prime Designer, the Contractor shall assume responsibility for such performance and shall bear the attributable costs for correction. 4.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered shall be reported to the Prime Designer at once. 4.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pursuant to Paragraph 4.7. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES, COORDINATION,AND CUTTING AND PATCHING 4.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work under the Contract. 4.3.2 The Contractor shall be responsible for the proper fitting of all Work and the coordination of the operations of all trades, Subcontractors, or material men engaged upon the Work. 4.3.3 All necessary cutting, coring, drilling, grouting, and patching required to fit together the several parts of the Work shall be done by the Contractor, except as may be specifically noted otherwise under any particular filed sub-id section of the Specifications. 4.3.4 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 performing portions of the Work. 4.3.5 The Contractor shall be responsible for inspection of portions of Work already performed under this Contract to determine that such portions are in proper condition to receive subsequent Work. 4.3.6 The Contractor shall do engineering required for establishing grades, lines, levels, dimensions, layouts, and reference points for the trades; shall be responsible for maintaining bench marks and other survey marks; and shall replace any bench marks or survey marks which have been disturbed or destroyed. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 -4 4.3.7 Unless otherwise required by the Contract Documents, or directed in writing by the Prime Designer, Work shall be done during regular working hours. However, if the Contractor desires to carry on the Work outside of regular working hours or on Saturdays, Sundays, or Massachusetts holidays it shall allow ample time to enable satisfactory arrangements to be made for inspecting Work in progress and shall bear the costs of such inspection. The Owner shall bill the Contractor directly for such costs. 4.3.8 Work done outside of regular working hours without the consent or knowledge of the Prime Designer shall be subject to additional inspection and testing as directed by the Prime Designer. The cost of this inspection and testing shall be paid by the Contractor whether the Work is found to be acceptable or not. 4.4 SUPERINTENDENT 4.4.1 The Contractor shall employ a Superintendent and necessary assistants who shall be in attendance at 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. The Superintendent shall attend each job meeting. 4.4.2 The Superintendent shall be a competent and responsible employee, satisfactory to the Owner, who is regularly employed by the Contractor and is designated by the Contractor as its representative to be in full time attendance at the Project site throughout the construction of the Work. The Superintendent shall be responsible for coordinating all the Work of the Contractor and the Subcontractors. The Superintendent shall be licensed consistent with the Massachusetts Building Code. The Superintendent's resume shall be submitted to the Owner prior to commencement of construction and must demonstrate to the Owner's reasonable satisfaction that the Superintendent has performed similar duties on previous construction projects similar to the Project. 4.5 LABOR The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them, and whenever the Owner shall notify the Contractor, in writing, that any worker is, in its opinion, incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such employee shall be discharged from the Work and shall not again be employed on the Project except with the consent of the Owner. 4.6 MATERIALS AND EQUIPMENT 4.6.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for materials, equipment,tools, construction equipment and machinery,water, heat, utilities, transportation, and other facilities and services 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. 4.6.2 Materials and Equipment to be installed as part of the Contract(both or either of which are hereinafter referred to as"Materials")shall be new, unused, of recent manufacture, assembled, and used in accordance with the best construction practices. 4.6.3"OR EQUAL"SUBMISSIONS/SUBSTITUTIONS 4.6.3.1 Except where a product has been specified as a proprietary material, the words"or equal"are understood to follow the name of any maker, vendor, or product specified to be used in the Contract Documents. To determine if the materials or articles proposed by the Contractor are equal to those specified, the Prime Designer, with the concurrence of the Department, shall determine whether the materials or articles proposed are at least equal in quality, durability, appearance, strength and design to the material or articles named or described, and will perform at least equally the functions imposed by the design. See M.G.L. c.30§39M. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 5 1 I 4.6.3.2 The Contractor shall be responsible for providing the Prime Designer with any information and test results the Prime Designer reasonably requires to determine if a material is equal to a material named or described in the Contract Documents. 4.6.3.3 Whenever the Contractor submits a material for approval as a substitute for a material named or described in the Contract Documents, such submission shall be made at least one hundred and twenty (120)days prior to the date the materials will be used on the Project but in no event later than ninety(90) days after the award of the Contract. In no event shall the Contractor maintain a claim for delays based upon the Prime Designer's review of such substituted materials if the Contractor has failed to comply with the one hundred and twenty(120)days submission requirement. 4.7 SHOP DRAWINGS, PRODUCT DATA,AND SAMPLES 4.7.1 Shop Drawings are drawings, diagrams, schedules, and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier, or distributor to illustrate a portion of the Work. 4.7.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, r suppliers diagrams and other information furnished by the Contractoro its Subcontractors and to illustrate materials or equipment for some portion of the Work. 4.7.3 Samples are physical examples which illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged. 4.7.4 Shop Drawings, Product Data, Samples, and similar submittals are not Contract Documents. The purpose of their submission is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by the Prime Designer is subject to the limitations of Subparagraph 4.7.9. i 4.7.5 The Contractor shall review, approve, and submit to the Prime Designer Shop 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 made by the Contractor which are not required by the Contract Documents may be returned without action. The Contractor's attention is directed to the provisions of Subparagraph 4.6.3 entitled "Or Equal"Submissions/Substitutions and Section 01.25.13 of the Specifications. 4.7.6 The Contractor shall prepare and keep current, for the Prime Designer's approval, a schedule of submittals which is coordinated with the Contractor's construction schedule submitted pursuant to Paragraph 9.4, and allows the Prime Designer reasonable time to review submittals. 4.7.7 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Prime Designer. Such Work shall be in accordance with approved submittals. 4.7.8 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements, and field construction criteria related thereto, or 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. 4.7.9 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Prime Designer's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Prime Designer in writing of such deviation at the time of submittal and the Department has given explicit written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples, or similar submittals by the Prime Designer's actions. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 6 i 4.7.10 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Prime Designer on previous submittals. 4.7.11 Informational submittals upon which the,Prime Designer is not expected to take responsive action may be so identified in the Contract Documents. 4.7.12 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Prime Designer shall be entitled to rely upon the accuracy and. completeness of such calculations and certifications. 4.8 SAMPLES AND TESTS 4.8.1 Materials to be used in the Work may be tested or inspected after reasonable notice by the Prime Designer and may be rejected if they fail the specified tests. Except as otherwise provided in the Contract, all testing of material specifically requested by the Prime Designer will be paid for by the Owner, except that the cost of testing of materials that fail the testing criteria shall be borne by the Contractor. If the Contractor requests permission to use a material that was not specified in the Contract Documents and the Prime Designer requires testing of such material before approving its use, the Contractor shall pay for such testing. 4.8.2 The source of material proposed by the Contractor shall be designated in time to permit all required testing and inspection before the material is needed for incorporation into the Work. The Contractor shall have no claim for delays due to testing if it fails to designate the proposed source or to order the material in time to provide for adequate testing and inspection. Necessary arrangements shall be made to permit the Prime Designer to make factory, shop, or other inspection of materials or equipment ordered for the Work, in process of manufacture or fabrication, or in storage elsewhere than the site of the Work. 4.8.3 The Contractor shall furnish the Prime.Designer with samples of the materials it proposes to use in the execution of the work in sufficient time to afford the Prime Designer the opportunity to adequately review and, if necessary, arrange for testing of such materials. 4.9 DELIVERY AND STORAGE OF MATERIALS 4.9.1 Materials and equipment shall be progressively delivered to the site so that there will be neither delay in the progress of the Work nor an undue accumulation of.materials that are not to be used within a reasonable time. 4.9.2 Materials stored off-site shall be stored at the expense of the Contractor in a manner that preserves their quality and fitness for the Work. Material shall be placed on wooden platforms or other hard clean surfaces and not on the ground and shall be properly protected. 4.9.3 If the Contractor requests the Prime Designer's inspection of materials stored off-site, the Contractor shall assume the Prime Designer's reasonable costs for travel, room, and meals associated with such inspection. 4.9.4 Materials stored either at the site or at some other location agreed upon in writing shall be located so as to facilitate prompt inspection and may again be inspected prior to their use in the work. 4.9.5 The Contractor shall take charge of and be liable for any loss of or injury to the materials delivered at or in the vicinity of the place where the Work is being done and shall notify the Prime Designer as soon as any such materials are so delivered and allow them to be examined by the Prime Designer. 4.9.6 Payment for stored materials shall be made in accordance with Paragraph 10.4. 4.10 WARRANTY The Contractor warrants to the Owner and Prime Designer 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 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 7 i that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by the Prime Designer, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 4.11 REJECTION OF DEFECTIVE MATERIALS The Prime Designer may reject materials if the Prime Designer reasonably determines that such materials do not conform to the Contract Documents. No rejected materials,the defects of which have been subsequently corrected, shall be used in the Work except with the written permission of the Prime Designer. No extra time shall be allowed for completion of the Work due to the rejection of non- conforming materials. 4.12 REJECTION OF DEFECTIVE WORK The Prime Designer's inspection of the Work shall not relieve the Contractor of any of its responsibilities to fulfill the Contract obligations, and defective work shall be corrected. Unsuitable work may be rejected by the Prime Designer, notwithstanding that such work and materials have been previously overlooked or misjudged by the Prime Designer and accepted for payment. If the Work or any part thereof shall be found defective at any time before the final acceptance of the whole Work,the Contractor shall forthwith correct such defect in a manner satisfactory to the Prime Designer, and if any material brought upon the site for use in the Work, or selected for the same, shall be rejected by the Prime Designer as unsuitable or not in conformitywith the Contract requirements, the Contractor shall forthwith remove such materials q from the vicinity of the Work. 4.13 MATERIALS ATTACHED OR AFFIXED TO THE WORK Nothing in this Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the Work or the soil; but all such materials shall, upon being so attached or affixed, become the property of the Owner. 4.14 SALES TAX EXEMPTION AND OTHER TAXES 4.14.1 To the extent that materials and supplies are used or incorporated in the performance of this Contract,the Contractor is considered an exempt purchaser under the Massachusetts Sales Act, Chapter 14 of the Acts of 1966. 4.14.2 The Contractor shall be responsible for paying all other taxes and tariffs of any sort, related to the work. 4.15 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the use and information of the Owner, one record copy of the Drawings, Specifications,Addenda, Change Orders, and other Contract Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples, updated construction schedule, and similar required submittals. These shall be available to the Prime Designer and shall be delivered to the Prime Designer for submittal to the Owner upon completion of the Work. 4.16 PERMITS, FEES,AND NOTICES 4.16.1 The Contractor(and the appropriate licensed subcontractor when applicable)shall secure and the Owner shall pay for any and all permits. The Contractor(and licensed subcontractor when applicable) shall secure and pay for all licenses, and other fees required for the proper execution of the Work. The Contractor shall coordinate all efforts required to obtain these permits including having the permit issued in the name of the Contractor or appropriate subcontractor. 4.16.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 4.16.3 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 j GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 8 Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Prime Designer and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 4.16.4 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 Prime Designer and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 4.17 DEBRIS, CHEMICAL WASTE 4.17.1 The Contractor shall not permit the accumulation of debris, both exterior and interior, and the work area shall at all times be kept satisfactorily clean. 4.17.2 The Contractor shall remove debris from the site of the work and legally dispose of it at any private or public dump that the Contractor may choose. The Contractor shall make all arrangements and obtain any approvals necessary for said disposal from the owners or officials in charge of such dumps and shall bear all cost, including fees resulting from such disposal. Garbage shall be removed daily. 4.17.3 No open fire shall be permitted on site. 4.17.4 Chemical Waste: Chemical waste shall be stored in corrosion resistant containers, removed from the Project site, and disposed of not less frequently than monthly unless directed otherwise. Disposal of chemical waste shall be in accordance with requirements of the U.S. Environmental Protection Agency (EPA)and the Massachusetts Department of Environmental Protection (DEP). Fueling and lubricating of vehicles and equipment shall be conducted in a manner that affords the maximum protection against spills and evaporation. Lubricants to be discarded or burned shall be disposed of in accordance with approved procedures meeting all applicable Federal, State and local regulations. In the event of an oil or hazardous materials spill large enough to violate Federal, State or applicable local regulations, the Prime Designer shall be notified immediately. T he Contractor shall be responsible for immediately cleaning up any oil or hazardous waste spills resulting from its operations. Any costs incurred in cleaning up any such spills shall be borne by the Contractor. 4.18 SITE AND WEATHER PROTECTION 4.18.1 The Contractor shall take precaution during the execution of work involving demolition not to disturb or damage any existing structures, landscaping, walks, roads, or other items scheduled to remain. The Contractor shall restore any damaged items to original condition and as directed by the Prime Designer. The Contractor shall provide and erect acceptable barricades, fences, signs, and other traffic devices to protect the work from traffic and the public as reasonably necessary and as required by the Massachusetts Building Code. 4.18.2 The Contractor shall install weather protection and provide adequate heat in the protected area from November 1 to March 31 as required by M.G.L. c.149§44G. 4.19 ARCHAEOLOGICAL AND HISTORICAL RESOURCES All items having any apparent historical or archaeological interest which are discovered in the course of any construction activities shall be carefully preserved and reported immediately to the Prime Designer for determination of appropriate actions to be taken. 4.20 SAFETY REQUIREMENTS 4.20.1 The Contractor must comply with all Federal, State, and Local safety laws and regulations of the applicable to work performed under this Contract. 4.20.2 If the Contractor uses or stores toxic or hazardous substances it is subject to M.G.L. c.111 F§2, the"Right to Know" law and regulations promulgated by the Department of Public Health, 105 CMR 670, the Department of Environmental Protection, 310 CMR 33, and the Department of Labor and Workforce Development,441 CMR 21; and must post a Workplace Notice obtainable from the Department of Labor and Workforce Development. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 9 I� I 4.20.3 The Contractor must comply with Dig-Safe Laws. Dig-Safe is the Utility Underground Plant Damage Prevention System, 331 Montvale Ave., Woburn, MA 01801, 1.888.344.7233. The Contractor must notify Dig-Safe of contemplated excavation, demolition, or explosive work in public or private ways, and in any utility company right of way or easement, by certified mail,with a copy to Department of Environmental Protection (DEP). This notice must be given at least 72 hours prior to the work, but not more than sixty days before the work is to be done. Such notice shall state the name of the street or the route number of the way and an accurate description of the location and nature of the proposed work. Dig-Safe is required to respond to the notice within 72 hours of receipt by designating the location of pipes, mains,wires or conduits at the site. The Contractor shall not commence work until Dig-Safe has responded. The work shall be performed in such manner and with reasonable precautions taken to avoid damage to utilities under the surface at the work location. The Contractor shall provide the Superintendent with current Dig-Safe regulations, and a copy of M.G.L. c.82§40. Any costs related to the services performed by Dig-Safe shall be borne by the Contractor. 4.20.4 This project is subject to compliance with Public Law 92-596"Occupational Safety and Health Act of 1970"(OSHA),with respect to all rules and regulations pertaining to construction, U.S. Code Title 29, sections 651 et seq. including Volume 36, numbers 75 and 105, of the Federal Register as amended, and as published by the U.S. Department of Labor. 4.20.5 If this Project requires the containment or removal of asbestos or material containing asbestos, lead or waste containing lead based paint, the Contractor shall ensure that the person or company performing the asbestos or lead related services is licensed pursuant to applicable State laws and regulations. . 4.21 ACCESS TO WORK The Contractor shall provide the Owner and Prime Designer access to the Work at all times and shall cooperate with the Owner whenever the Owner invites visitors to the site. ARTICLE 5 ADMINISTRATION OF THE CONTRACT 5.1 PRIME DESIGNER The Prime Designer is the person or entity licensed to practice architecture or engineering,who is responsible for performing the duties assigned to the Prime Designer by the Contract Documents. 5.2 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall communicate through the Prime Designer. Communications b and with the Prime Designees consultants shall be through the Prime Designer. Y 9 9 9 Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 5.3 PRIME DESIGNER'S ADMINISTRATION OF THE CONTRACT 5.3.1 The Prime Designer will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representative(1)during construction, (2) until final payment is due and (3)with the Owner's concurrence,from time to time during the guaranty period described in Article 11. The Prime Designer will advise and consult with the Owner. 5.3.2 The Prime Designer will regularly visit the site, conduct job meetings and keep the Owner informed of the progress and quality of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. The Prime Designer's minutes of meetings shall be the official minutes kept on the Project. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 10 j 5.3.3 Based on the Prime Designer's observations and evaluations of the Contractor's Applications for Payment, the Prime Designer will review and certify the amounts due the Contractor and will submit to the Owner and the Department for their consideration Certificates for Payment in such amounts as the Prime Designer determines appropriate: 5.3.4 The Prime Designer shall reject Work which does not conform to the Contract Documents. Whenever the Prime Designer considers it necessary or advisable to achieve the intent of the Contract Documents, the Prime Designer will have authority to require additional inspection or testing of the Work in accordance with Paragraph 4.8. 5.3.5 The Prime Designer 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 such submittals for conformance with the information given and the design concept expressed in the Contract Documents. This review shall be in accordance with the provisions of Subparagraph 4.6.3 and the procedures described in Section 01.33.00 of the Specifications, and shall not relieve the Contractor from compliance with the requirements of the Contract Documents. 5.3.6 The Prime Designer will prepare Change Orders and Construction Change Directives, and may authorize Minor Changes in the Work as provided in Paragraph 8.1. 5.3.7 The Prime Designer 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 Owner's 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 the Contractor's compliance with the requirements of the Contract Documents. 5.3.8 If the Owner, Prime Designer, and Department agree,the Owner may provide one or more project representatives to assist in carrying out the Prime Designer's responsibilities at the site. The duties, responsibilities, and limitations of authority of such project representatives shall be as described in the Construction Handbook and explained at the pre-construction conference. 5.3.9 The Prime Designer will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of either the Owner or Contractor. The Prime Designer's written response to such requests will be made within the thirty day time limit prescribed in Paragraph 8.6.3. 5.3.10 The Prime Designer's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 5.4 PROCEDURES AND PRACTICES The Department's procedures, forms, and practices which must be employed on the Project are described in the Construction Handbook, and will be explained at the pre-construction conference. 5.5 PRECONSTRUCTION CONFERENCE Prior to commencement of the Work, the Contractor shall meet in conference with representatives of the Owner, Department, and Prime Designer to discuss and develop mutual understandings relative to administration of the quality assurance program, safety program, labor provisions, the schedule of work, and other Contract procedures. ARTICLE 6 SUBCONTRACTORS 6.1 DEFINITION 6.1.1 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. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 11 6.1.2 The Contractor shall require each Subcontractor to be bound to the Contractor by the terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor assumes toward the Owner and the Prime Designer. 6.1.3 Subcontracts between the Contractor and a filed sub-bidder shall be in the form required by M.G.L c.149§44F. 6.2 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: 6.2.1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Paragraph 19.1 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor in writing; and 6.2.2 assignment is subject to the prior rights of the surety obligated under bond relating to the Contract. ARTICLE 7 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 7.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site. 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 elsewhere in the Contract Documents. 7.1.2 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 contractors and the Owner in reviewing and coordinating their construction schedules with one another when directed to do so. 7.2 MUTUAL RESPONSIBILITY 7.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of 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. 7.2.2 If part of the Contractor's Work depends on proper execution or results upon construction or operations by the Owner or a separate contractor,the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Prime Designer apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor to so report shall constitute an acknowledgment that the Owner's or separate contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 7.2.3 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. ARTICLE 8 CHANGES IN THE WORK 8.1 CHANGES-DEFINITIONS 8.1.1 All changes in the work, including any increase, decrease, or other equitable adjustment in the Contract Sum or in the time for performing the Contract, shall be authorized in the form of one, or a combination of, the following written instruments: Change Order, Construction Change Directive, or a GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 12 Minor Change in the Work. The term"equitable adjustment"as used in this paragraph shall include all adjustments to the Contract Sum or time to which the Contractor is entitled pursuant to M.G.L. c.30 §§39N and 390 and such equitable adjustment shall be made in accordance with the provisions of this Article. 8.1.2 A Minor Change is a written order binding on the Owner and Contractor issued by the Prime Designer,with the concurrence of the Construction Advisor, not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. The Contractor shall carry out such written orders promptly. 8.1.3 A Change Order is a written instrument prepared by the Prime Designer and signed by the Owner, Department, Contractor, and Prime Designer, stating their agreement regarding a change in the work, including a change in the Contract Sum or Contract Time. 8.1.4 A Construction Change Directive is a written order prepared by the Prime Designer and signed by. the Owner, Prime Designer, and Department, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum, or Contract Time, or both. The Owner may, by Construction Change Directive, and without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions,the Contract Sum and Contract Time being adjusted accordingly. 8.1.5 A Change Order shall be based upon agreement among the Owner, Contractor, Prime Designer, and Department; a Construction Change Directive requires agreement by the Owner, Prime Designer, and the Department, 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 Prime Designer with the concurrence of the Construction Advisor. 8.1.6 Change Orders and Construction Change Directives must be counter-signed by the Administrator in accordance with Subparagraph 3.3.1, to be effective. 8.2 REQUEST FOR A CHANGE IN THE WORK A change order request shall be in writing and may originate with the Owner,the Department, the Prime Designer, or the Contractor. If such a request would cause a change in the Contract Sum, the Contractor shall promptly submit to the Prime Designer its cost and pricing data for such proposed change. Such data shall be accurate, current and complete at the time of submission and shall be computed in accordance with Subparagraph 8.3.1. 8.3 METHOD FOR DETERMINING AMOUNT OF CHANGE 8.3.1 Changes in the Contract Sum shall be calculated in accordance with one or a combination of the following methods, as determined by the Prime Designer: .1 Lump sum basis, provided the lump sum amount shall include the estimated cost of the change, broken down by Items a through i in the following Subparagraph .3. .2 Unit price basis, to be adjusted in accordance with contract unit prices, or other agreed upon unit prices provided that the unit prices shall be inclusive of all costs related to such equitable adjustment. .3 Time and materials basis, on a not-to-exceed predetermined upset amount determined by the Prime Designer, to be subsequently adjusted on the basis of the Contractor's actual costs based on the following items a though is a. Cost of labor at the rates found elsewhere in this document, including foremen; b. Costs of materials, supplies and equipment, including cost of transportation,whether incorporated or consumed; c. Rental cost of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others. d. A percent of the net increase or decrease of Item a to cover Worker's Compensation, F.I.C.A., and unemployment contributions. e. The percentage for Worker's Compensation in Item d above shall not exceed the standard manual rate for the involved trade, as set by the Worker's Compensation Rating and Inspection GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 13 Bureau of Massachusetts. This rate shall not include any surcharges such as experience modifications and all risk factor adjustment programs, etc. f. For work performed by the Contractor's own forces,there shall be added an amount of 15%of items a-d for overhead, superintendence, and profit. g. For work performed by any Subcontractor, there shall be added an amount of 15%of the Subcontractor's costs for Items a -d for the Subcontractor's overhead, superintendence and profit. The Contractor shall be entitled to an additional 10% mark-up on the total amount of the Subcontractor's price as compensation for assuming full responsibility and supervision for the Subcontractor's work. h. Actual increases in the premium costs for performance and payment bonds required of the Contractor and filed Subcontractors, provided there will be an appropriate credit for reduced premiums for a credit change order. 1. On any change in the Contract Sum that involves a credit, the amount of the credit will not include an overhead and profit factor, however, the credit will include an amount for item d. which shall not be less than 25%of item a. 8.3.2 The method provided in Subparagraph 8.3.1,for compensating the Contractor and Subcontractors for changes in the Work, shall be considered to adequately compensate the Contractor and Subcontractors for any and all costs directly, indirectly, or consequentially related to, or caused by, such change in the work. 8.4 WORK PERFORMED UNDER PROTEST The Contractor shall perform all work as directed by the Prime Designer, and if the Prime Designer determines that certain work for which the Contractor has requested a change order does not represent a change in the Contract, or if the Contractor and the Prime Designer cannot agree to the amount of compensation for a change order, the Contractor shall perform said work under protest and must follow the notice requirements and maintain the records required by Subparagraph 8.7.3. 8.5 STATUTORY CHANGE ORDER PROVISIONS The Contractor's attention is directed to the Massachusetts General Laws Chapter 30, §§391, 39J, 39N, 390 and 39P,the provisions of which apply to this Contract. 8.6 DIFFERING SITE CONDITIONS, M.G.L.c.30§39N 8.6.1 If, during the progress of the Work,the Contractor or the Owner discovers that the actual subsurface or latent physical conditions encountered at the site differ substantially or materially from those shown on the plans or indicated in the Contract Documents, either the Contractor or the Owner may request an appropriate time extension and an equitable adjustment in the Contract Sum applying to work affected by the differing site conditions. A request for such an adjustment shall be in writing and shall be delivered by the party making such claim to the other party as soon as possible after such conditions are discovered. 8.6.2 Upon receipt of such a claim from a Contractor, or upon its own initiative, the Owner shall make an investigation of such physical conditions, and, if they differ substantially or materially from those shown on the plans or indicated in the Contract Documents or from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the plans and Contract Documents and are of such nature as to cause an increase or decrease in the cost of performance of the work or a change in the construction methods required for the performance of the work which results in an increase or decrease in the cost of the work, the Owner shall upon submission by the Contractor of a properly submitted Change Order request, make an equitable adjustment in the Contract Sum and the Contract shall be modified in writing accordingly. 8.6.3 TIMELY DECISION BY OWNER.M.G.L. c.30§39P Whenever this Contract requires the Owner or its Prime Designer to make a decision during construction of the Project, on interpretation of the specifications, approval of equipment, material or any other approval, or progress of the work, that decision shall be made promptly and, in any event, no later than thirty days after receipt of a written submission for such decision by the Contractor; but if such decision GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 14 requires extended investigation and study, the Owner or the Prime Designer shall,within thirty(30) days after the receipt of the submission, give the Contractor written notice of the reasons why the decision cannot be made within the thirty day period and the date by which the decision will be made. 8.7 CLAIMS 8.7.1 If the Contractor has any claim or dispute of any nature arising under this Contract, including a claim based on the Owner's failure or refusal to approve a change order request of the Contractor, in full or in part, the Contractor shall submit such claim or dispute to the Prime Designer, in the form of a change order request, for initial review and consideration, subject to further appeal to the Administrator. If the Contractor is not satisfied with the Prime Designer's decision or, if the Prime Designer fails to render a decision within thirty(30)days after receiving written notice of such claim or dispute from the Contractor, the Contractor may file a written request for a decision with the Department pursuant to Subparagraph 8.7.2. 8.7.2 Appeal of an Prime Designer's decision under Subparagraph 8.7.1 must be made directly to the Administrator by certified mail, copy to the Prime Designer and Owner,within twenty-one(21) calendar days after the date on which the party making the appeal receives the Prime Designer's written decision or within twenty-one(21)days after the thirty(30)day non-decision period noted in 8.7.1. Failure to appeal within this period will result in the Prime Designer's decision becoming final and binding upon the Owner and the Contractor. 8.7.3 Pending resolution of the claim or dispute, the Contractor must proceed with the disputed Work, as directed by the Prime Designer. The Contractor must give written notice to the Department and the Prime Designer stating that it is proceeding with the disputed work under protest.Accurate records of the nature and extent of the disputed Work and of the time spent and equipment used on the disputed Work shall be maintained by the superintendent and verified daily by the Project Representative or the Owner's designee. Failure of the Contractor to maintain such records shall cause the Contractor to forfeit its claim to additional compensation for such disputed work. 8.7.4 Meetings or administrative conferences held by the Department to review the basis of the claim or dispute are conducted in accordance with the procedure described in the Construction Handbook. Such conferences are not subject to the State Administrative Procedures Act. 8.7.5 At the conclusion of these proceedings, the Department shall issue a decision which shall be final under the Contract. The matter may then be appealed to a court of competent jurisdiction. 8.7.6 Requests for administrative conferences by subcontractors must be made by the Contractor; subcontractors cannot make such requests directly. ARTICLE 9 TIME,SCHEDULES,AND COMPLETION 9.1 DEFINITIONS 9.1.1 Unless otherwise provided, Contract Time is the period of time, as extended by approved Change Order, allotted in the Contract Documents for Substantial Completion of the Work. 9.1.2 The date of commencement of the Work is the date established in the Notice to Proceed from the Owner. The commencement date shall not be postponed by the failure to act by the Contractor or by persons or entities for whom the Contractor is responsible. 9.1.3 The date of Substantial Completion is the date certified by the Prime Designer in accordance with Subparagraph 9.6.7. 9.1.4 The term"day"as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 15 I 9.2. PROGRESS AND COMPLETION 9.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Contract the Contractor confirms that the Contract Time is a reasonable period for performing the Work. p P 9 Completion Com and shall achieve es 9.2.2 The Contractor shall proceed expeditiously with adequate forces p within the Contract Time. 9.3 DELAYS AND EXTENSIONS OF TIME 9.3.1 The Contractor shall be entitled to an extension of time for completion of the Work because of; .1 acts of God; .2 labor disputes; .3 abnormal weather conditions; or .4 acts of neglect of the Owner, Prime Designer, or Department as described in Subparagraph 8.6.3. 9.3.1.5 Except in unusual circumstances, delays caused by suppliers, Subcontractors and sub- subcontractors shall be considered to be within the control of the Contractor. 9.3.1.6 Should the Contractor require additional time to complete the Work, the Contractor shall document the reasons therefore and request an extension of time at the time the alleged delay occurs,as provided in this Article and Article 8. 9.3.1.7 Failure to notify the Prime Designer of any delay as provided in this Article shall preclude the Contractor from subsequently claiming any damages due to said delay. 9.3.1.8 Requests for extensions of time shall be submitted as a change order request to the Prime Designer under Article 8 for the Owner's consideration. 9.3.2 CONTRACTOR'S LIABILITY FOR DELAYS The Contractor shall be liable for, and shall pay, to the Owner, all of the Owner's Project related costs incurred after the time stipulated for Substantial Completion, as extended by Change Order. Such costs shall include: fees paid to the Prime Designer as extra services for inspection services and administration of the Contract, at the rate stipulated in the Contract for Architectural/Engineering Services between the Owner and the Prime Designer; the costs of the Project Representative at the current salary rate; lost rental income based on the average rent collected by the Owner, and/or increased rental subsidies and any other direct expenses. The Owner may retain from moneys otherwise due the Contractor whatever sums accrue to the Owner pursuant to this provision. The Contractor shall not be liable for costs for delay in performance for any period for which an extension of the Contract Time has been granted pursuant to the provisions of Subparagraph 9.3. 9.3.3 OWNER DELAYS 9.3.3.1 The Owner may delay the commencement of the Work, or any part thereof, due to unforeseen circumstances or conditions which have a bearing on the Work required under this Contract or for any other reason if it is deemed to be in the best interest of the Owner to do so. Except as expressly provided in the following Subparagraphs 9.3.3.2, 9.3.3.3, and 9.3.3.4,the Contractor shall have no claim for additional compensation on account of such delay, but shall be entitled to an extension of Contract Time as determined reasonable by the Prime Designer. 9.3.3.2 The Contractor and the Owner agree that the following Subparagraphs provide the Contractor with the right to request additional compensation for Owner caused delays only in the following two circumstances: .1 When the Owner provides the Contractor with a written order to suspend or delay the Work, or a portion thereof,for a period of fifteen days or more. .2 When the Owner or its Prime Designer fails to make a decision within the thirty day period described in Subparagraph 8.6.3 and such failure delays the Work, or a portion thereof,for fifteen days or more. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 16 9.3.3.3 The Owner may, for its convenience, order the Contractor in writing to suspend, delay, or interrupt all or any part of the Work for such period of time as it may determine appropriate, provided however, that if there is a suspension, delay, or interruption for fifteen (15)days or more, or there is a failure of the Owner to act within the time specified in this Contract, the Owner shall make an adjustment in the Contract Sum for any increase in the cost of performance of this Contract, but shall not include any profit to the Contractor on account of such increase; and provided further, that the Owner shall not make any adjustment in the Contract Sum under this provision for any suspension, delay, interruption, or failure to act to the extent that such is due to any cause for which this Contract provides for an equitable adjustment of the Contract Sum under any other Contract provisions. M.G.L. c.30§390(a). 9.3.3.4 The Contractor must submit the amount of a claim under Subparagraph 9.3.3.3 to the Owner in writing as soon as practicable after the end of the suspension, delay, interruption, or failure to act and, in any event, not later than the date of final payment under this Contract and except for costs due to a suspension order, the Owner shall not approve any costs in the claim incurred more than twenty days before the Contractor notified the Owner in writing of the act or failure to act involved in the claim. M.G.L. c.30§390 (b). 9.3.3.5 The Owner and the Contractor agree that the preceding Subparagraph 9.3.3.4 places a burden on the Contractor to inform the Owner, whenever the Contractor considers that an action or inaction of the Owner or its Prime Designer could result or has resulted in a delay in the Project, thereby providing the Owner with the opportunity to take action to avoid or lessen the time extensions or damages that might be associated with such action or inaction. 9.3.3.6 The Contractor must file any claim for additional compensation made pursuant to Subparagraph 9.3.3.4 as a Change Order request. The amount of any such claim shall be calculated only in accordance with the provisions of Subparagraph 8.3.1.3 items a through i, and shall be subject to the provisions of Subparagraph 8.3.2. 9.4 CONSTRUCTION AND PAYMENT SCHEDULES 9.4.1 Prior to commencement of the Work the Contractor shall submit to the Prime Designer a construction schedule in bar graph form, satisfactory to the Prime Designer, showing in detail the proposed progress for the construction of the various parts of the Work, the proposed times for receiving materials required, and the interrelationship between the various construction operations and the percentage of completion and the dollar value of the completed work on the first day of each month for each section of the specifications and the entire Work. Submission of said schedule shall be a condition precedent to approval of the Contractor's first application for payment. 9.4.2 At the end of each month, or more often if required, the Contractor shall furnish the Prime Designer an updated schedule showing actual progress of the various parts of the Work in comparison with the originally proposed progress and payment schedules. If the Prime Designer raises any objections to progress or payment schedules submitted by the Contractor, the Contractor shall immediately address and resolve such objections to the reasonable satisfaction of the Prime Designer. 9.4.3 If the Contractor submits a construction schedule that anticipates Substantial Completion before the date established in the Owner's Notice to Proceed, the Contractor shall have no claim for additional compensation on account of any delays that prevent Substantial Completion before the date set in said Owner's Notice to Proceed. 9.5 USE AND OCCUPANCY 9.5.1 Prior to the date of Substantial Completion of the entire Project stipulated in the Notice to Proceed, the Owner shall have the right, from time to time, to occupy and use any portion of the Project as the Work in connection therewith is substantially completed, provided such use and occupancy does not unduly interfere with the Contractor's operations. 9.5.2 The Prime Designer will, prior to any such use and occupancy, give written notice to the Contractor, indicating the areas intended to be occupied and used, and the intended commencement date of such GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 17 use and occupancy. Occupancy and use shall not commence prior to a time mutually agreed to by the Owner and the Contractor. 9.5.3 Upon receipt of such notice of intent, the Contractor shall promptly secure and submit to the Prime Designer endorsement from the insurance carrier permitting use and occupancy of the Work, or any designated portion thereof, by the Owner prior to Substantial Completion of the entire Project. The Contractor shall be permitted to cancel its special perils insurance for that portion of the Project used and/or occupied by the Owner. 9.5.4 Partial or entire use and occupancy by the Owner shall not constitute an acceptance of Work not completed in accordance with the Contract Documents nor relieve the Contractor from the obligation of performing any Work required by the Contract but not completed at the time of use and occupancy. Before such use and occupancy, the Prime Designer will give the Contractor a list of items to be completed prior to Final Completion occurring in the areas to be occupied. 9.5.5 The Contractor shall be relieved of all maintenance costs of the portion of the Project occupied under the provisions of this Article. 9.5.6 The Contractor shall not be responsible for wear and tear or damage resulting solely from such use and occupancy. 9.5.7 The Contract Sum will be adjusted b mutual) acceptable arrangements between the Owner and 1 Y Y p 9 the Contractor with respect to heat, electricity, and water furnished by the Contractor to the portion of the Work so occupied. 9.5.8 When any portion of the building is in condition to receive fittings, appliances, furniture, or other to be furnished and installed b the Owner under separate contracts, the Contractor shall allow property Y facilities and protection the Owner to bring such items into the building and shall provide all reasonablep therefore. 9.6 SUBSTANTIAL COMPLETION 9.6.1 Substantial Completion is the stage in the progress of the Work when, in the opinion of the Prime Designer,the Work is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 9.6.2 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 Prime Designer a comprehensive list of items to be completed or corrected. The Contractor shall proceed promptly to complete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. 9.6.3 Upon receipt of the Contractor's list of items to be completed or corrected,the Prime Designer will promptly make a thorough inspection and prepare a"punch list", setting forth in accurate detail any items on the Contractor's list and additional items that are not acceptable or are incomplete. 9.6.4 If, after receipt of the Contractor's list,the Prime Designer determines that the Work is not substantially complete, the Prime Designer shall inform the Contractor of those items that must be completed before the Prime Designer will prepare a punch list. Upon completion of those items, the Contractor shall again request the Prime Designer to prepare the punch list. 9.6.5 When the punch list has been prepared,the Contractor will arrange a meeting with the Prime Designer and Subcontractors to identify and explain all punch list items and address questions on the work which must be done before final acceptance. 9.6.6 The Prime Designer may revise the punch list,from time to time, to ensure that all items of the Work are properly completed. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 18 9.6.7 The Prime Designer 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 the Contractor shall finish all items on the list accompanying the Certificate within the provisions of Subparagraph 9.7.2. 9.6.8 Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. 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 and shall be subject to the approval of the Department. 9.7 FINAL COMPLETION 9.7.1 After the Prime Designer has certified that the Work is substantially complete, the Contractor shall immediately proceed to complete all the remaining items of Work as determined by the Prime Designer, including items authorized by Change Orders, Construction Change Directives, or items disputed by the Contractor. 9.7.2 The Contractor shall complete all the remaining items of Work described in Subparagraph 9.7.1, as soon as possible, and in any event within one hundred and twenty days after Substantial Completion, unless the Prime Designer determines that a shorter time period for completion is appropriate, in which event the Contractor must complete the Contract work within such period. The Prime Designer may extend such one hundred and twenty day period if the Prime Designer determines that such extension is justified. 9.7.3 If the Contractor fails to complete the remaining items of Work within the time period provided in Subparagraph 9.7.2, the Owner may arrange for other contractors to complete such items and the direct and indirect costs of such completion shall be charged against the balance due the Contractor or, if no such balance remains, the Contractor shall pay the Owner the costs of such completion. 9.7.4 As an alternative to the.procedure described in Subparagraph 9.7.3, the Owner may invoke the performance bond of the Contractor and demand that the surety shall complete the remaining items of work in a timely manner. 9.7.5 The Prime Designer will conduct up to three(3) inspections of completed punchlist items. The Contractor shall be responsible for the costs of additional inspections required to verify successful completion of the punchlist. ARTICLE 10 PAYMENTS 10.1 CONTRACT SUM The Contract Sum is stated in the Owner-Contractor 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. 10.2 SCHEDULE OF VALUES 10.2.1 Before the first Application for Payment, the Contractor shall submit to the Prime Designer a schedule of values allocated to various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Prime Designer may require. This schedule, unless objected to by the Prime Designer, shall be used as a basis for reviewing the.Contractor's Applications for Payment. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 19 10.2.2 The schedule of values shall contain a separate item for each Section of the Specifications broken down in such form as the Prime Designer may require. Each item in the schedule of values shall include its proper share of overhead and profit. 10.3 APPLICATIONS FOR PAYMENT Once each month, on a date established at the beginning of the Work,the Contractor shall deliver to the Prime Designer by hand or by registered or certified mail with return receipt, an itemized Application for Payment, supported by such data substantiating the Contractor's right to payment as the Prime Designer may require, and reflecting retainage as provided in Subparagraph 10.6.1. Such Application for Payment shall be submitted on a form available from the Department, (a copy can be found in the Construction Handbook). The form shall show separately: .1 The value of labor and materials incorporated in the Work. .2 The value, kind, and quantity of each item'of material or equipment not incorporated in the Work but delivered and suitably stored at the site, during the current pay period. .3 The value, kind, and quantity of each item of material or equipment not incorporated in the Work but suitably stored at some other location agreed upon in writing, during the current pay period. .4 All Change Orders approved up to the date of the Application for Payment. .5 The amounts approved for payment for each item on previous applications. 10.4 PAYMENT FOR STORED MATERIALS 10.4.1 The Contractor shall include in such Application for Payment only such materials as are incorporated in the Work. Except however, the Contractor may include the value of materials or equipment delivered at the site of the Work(or at some location agreed to in writing) upon delivery to the Owner of: .1 an acceptable Transfer of Title'(see the Construction Handbook); and .2 receipted invoices or other acceptable proof of prior payment by the Contractor for such materials; and .3 a stored materials insurance binder(see subparagraph 16.5.2)that covers the materials for which payment is requested, that names the Owner and the Department as an insured party should the stored materials be subjected to any casualty, loss, or theft prior to their inclusion in the Work. 10.4.2 This material(s)or equipment must, in the judgment of the Prime Designer: .1 meet the requirements of the Contract, including prior shop drawing, product data, and sample approval; and .2 be ready for use; and .3 be properly stored by the Contractor and adequately protected until incorporated into the Work. 10.4.3 Failure to comply with subparagraphs 10.4.1 and 10.4.2 may result in Certificates being changed in accordance with M.G.L. c.30§39K. 10.5. CERTIFICATES FOR PAYMENT 10.5.1 The Prime Designer shall mark the date of receipt on the Contractor's Application for Payment. The Prime Designer will,within seven days after receipt of the Contractor's Application for Payment either, .1 issue to the Owner a Certificate for Payment,with a copy to the Contractor, for such amount as the Prime Designer determines is properly due, or .2 return the application to the Contractor if it is not in proper form or contains computations not arithmetically correct; or .3 make changes to the application as provided in subparagraph 10.5.2. 10.5.2 The Prime Designer shall notify the Contractor and Owner in writing of the Prime Designer's reasons for withholding certification in whole or in part as provided in subparagraphs 10.6.1.2 and 10.6.1.3. 10.5.3 The Owner may make changes in any Application for Payment submitted by the Contractor in accordance with M.G.L. c.30§39K, and the payment due on said Application for Payment shall be GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 20 computed in accordance with the changes so made. The provisions of said Section 39K shall govern payments pursuant to Applications for Payment on which the Owner has made changes. 10.5.4 No certificate for payment nor any progress payment shall constitute acceptance of Work not in accordance with the Contract Documents. 10.6 STATUTORY PAYMENT PROVISIONS 10.6.1 After the Prime Designer has issued a Certificate for Payment the Owner shall make payment to the Contractor in accordance with M.G.L. c.30§39K which provides as follows: .1 Within thirty 30 days after receipt from the Contractor, at the place designated by the Owner if such a place is so designated, of a periodic estimate requesting payment of the amount due for the preceding month, the Owner will make a periodic payment to the Contractor for the Work performed during the preceding month and for the materials not incorporated in the Work but delivered and suitably stored at the site(or at some location agreed upon in writing)to which the Contractor has title or to which a Subcontractor has title and has authorized the Contractor to transfer title to the Owner, less(1)a retention based on its estimate of the fair value of its claims against the Contractor and less(2)a retention for direct payments to Subcontractors based on demands for same in accordance with the provisions of Section 39F, and less(3)a retention not exceeding five percent(5%)of the approved amount of the periodic payment. .2 After the receipt of a periodic estimate requesting final payment and within 65 days after(a)the Contractor fully completes the Work or substantially completes the work so that the value of the Work remaining to be done is, in the estimate of the Owner, less than one percent(1%)of the original Contract Sum, or(b)the Contractor substantially completes the Work and the Owner takes possession for occupancy, whichever occurs first, the Owner shall pay the Contractor the entire balance due on the Contract less, (1)a retention based on its estimate of the fair value of its claims against the Contractor and of the cost of completing the incomplete and unsatisfactory items of Work less(2)a retention for direct payments to Subcontractors based on demands for same in accordance with the provisions of Section 39F, or based on the record of payments by the Contractor to the Subcontractors under this Contract if such record of payment indicates that the Contractor has not paid Subcontractors as provided in Section 39F. .3 If the Owner fails to make payment as herein provided, there shall be added to each such payment daily interest at the rate of three percentage points above the rediscount rate then charged by the Federal Reserve Bank of Boston commencing on the first day after said payment is due and continuing until the payment is delivered or mailed to the Contractor; provided, that no interest shall be due, in any event, on the amount due on a periodic estimate for final payment until thirty days after receipt of such a periodic estimate from the Contractor, at the place designated by the Owner if such a place is so designated. The Contractor agrees to pay to each Subcontractor a portion of any such interest paid in accordance with the amount due each Subcontractor. 10.6.2 DIRECT PAYMENT TO SUBCONTRACTORS 10.6.2.1 The Contractor shall make payments to filed Subcontractors in accordance with M.G.L c.30§39F which provides as follows: .1 Forthwith after the Contractor receives payment on account of a periodic estimate, the Contractor shall pay to each Subcontractor the amount paid for the labor performed and the materials furnished by the Subcontractor, less any amount specified in any court proceedings barring such payment and also less any amount claimed due from the Subcontractor by the Contractor. .2 Not later than the 65th day after each Subcontractor substantially completes the Work in accordance with the plans and specifications, the entire balance due under the subcontract less amounts retained by the Owner as the estimated cost of completing the incomplete and unsatisfactory items of Work, shall be due the Subcontractor and the Owner shall pay that amount to the Contractor. The Contractor shall forthwith pay to the Subcontractor the full amount received from the Owner less any amount specified in any court proceedings barring such payment and also less any amount claimed due from the Subcontractor by the Contractor. .3 Each payment made by the Owner to the Contractor pursuant to Subparagraphs .1 and .2 of this paragraph for the labor performed and the materials furnished by a Subcontractor shall be made to the Contractor for the account of that Subcontractor and the Owner shall take reasonable steps to GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 21 compel the Contractor to make each such payment to each such Subcontractor. If the Owner has received a demand for direct payment from a Subcontractor for any amount which has already been included in a payment to the Contractor or which is to be included in a payment to the Contractor for payment to the Subcontractor as provided in Subparagraphs .1 and .2, the Owner shall act upon the demand as provided in this section. .4 If, within 70 days after the Subcontractor has substantially completed the Subcontract Work, the Subcontractor has not received from the Contractor the balance due under the Subcontract including any amount due for extra labor and materials furnished to the Contractor, less any amount retained by the Owner as the estimated cost of completing the incomplete and unsatisfactory items of Work,the Subcontractor may demand direct payment of that balance from the Owner. The demand shall be by a sworn statement delivered to or sent by certified mail to the Owner, and a copy shall be valid even if delivered or mailed prior to the seventieth day after the Subcontractor has substantially completed the Subcontract Work. Within ten days after the Subcontractor has delivered or so mailed a copy to the Contractor, the Contractor may reply to the demand. The reply shall be by a sworn statement delivered to or sent by certified mail to the Owner, and a copy shall be delivered to or sent by certified mail to the Subcontractor at the same time. The reply shall contain a detailed breakdown of the balance due under the Subcontract including any amount due for extra labor and materials furnished to the Contractor and of the amount due for each claim made by the Contractor and of the amount due for each claim made by the Contractor against the Subcontractor. .5 Within 15 days after receipt of the demand by the Owner but in no event prior to the 70th day after substantial completion of the Subcontract Work, the Owner shall make direct payment to the Subcontractor of the balance due under the Subcontract including any amount due for extra labor and materials furnished to the Contractor, less any amount(i) retained by the Owner as the estimated cost of completing the incomplete or unsatisfactory items of Work, (ii)specified in any court proceedings barring such payment, or(iii)disputed by the Contractor in the sworn reply; provided,that the Owner shall not deduct from a direct payment any amount as provided in part(iii) if the reply is not sworn to, or for which the sworn reply does not contain the detailed breakdown required by Subparagraph .4. The Owner shall make further direct payments to the Subcontractor forthwith after the removal of the basis for deductions from direct payments made as provided in part(i)and (ii)of this Subparagraph. .6 The Owner shall forthwith deposit the amount deducted from a direct payment as provided in part (iii)of Subparagraph .5 in an interest-bearing joint account in the names of the Contractor and the Subcontractor in a bank in Massachusetts selected by the Owner or agreed upon by the Contractor and the Subcontractor and shall notify the Contractor and the Subcontractor of the date of the deposit and the bank receiving the deposit. The bank shall pay the amount in the account, including accrued interest, as provided in an agreement between the Contractor and the Subcontractor or as determined by decree of a court of competent jurisdiction. .7 All direct payments and all deductions from demands for direct payments deposited in an interest- bearing account or accounts in a bank pursuant to Subparagraph .6 shall be made out of amounts payable to the General Contractor at the time of receipt of a demand for direct payment from a Subcontractor or out of amounts which later become payable to the Contractor and in order of receipt of such demands from Subcontractors. All direct payments shall discharge the obligation of the Owner to the Contractor to the extent of such payment. .8 The Owner shall deduct from payments to the Contractor amounts which, together with the deposits in interest-bearing accounts pursuant to Subparagraph .6, are sufficient to satisfy all unpaid balances of demands for direct payment received from Subcontractors. All such amounts shall be earmarked for such direct payments, and the Subcontractors shall have a right to such deductions prior to any claims against such amounts by creditors of the Contractor. .9 If the Subcontractor does not receive payment as provided in Subparagraph .1 or if the Contractor does not submit a periodic estimate for the value of the labor and materials performed or furnished by the Subcontractor and the Subcontractor does not receive payment for same when due less the deductions provided for in Subparagraph .1, the Subcontractor may demand direct payment by following the procedure in Subparagraph .4 and the Contractor may file a sworn reply as provided in that same Subparagraph. A demand made after the first day of the month following that for which the Subcontractor performed or furnished the labor and materials for which the Subcontractor GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 22 seeks payment shall be valid even if delivered or mailed prior to the time payment was due on a periodic estimate from the Contractor. Thereafter the Owner shall proceed as provided in Subparagraphs .5, .6, .7, and .8. 10.7 FINAL PAYMENT 10.7.1 Upon completion of the Work, the Contractor shall be entitled to payment of the Contract balance, in accordance with Subparagraph 10.6.1.2 and per the process described in Division 1 of the Specifications. 10.7.2 The acceptance by the Contractor of the last payment due under this Contract or the execution of the Final Certificate of Completion, shall operate as a release to the Owner, Department and the Prime Designer from all claims and liability related to this Contract. 10.8 PAYMENT LIABILITIES OF CONTRACTOR 10.8.1 The Contractor shall be responsible to the Owner for all expenses, losses, and damages incurred in consequence of any defect, omission, or mistake of the Contractor or any of its employees, Subcontractors, or suppliers. 10.8.2 The Owner may retain any moneys which would otherwise be payable under this Contract and apply the same, or so much as may be necessary therefore, to the payment of any expenses, losses, or damages incurred by the Owner as a direct result of the Contractor's failure to perform its obligations hereunder. ARTICLE 11 GUARANTEES AND WARRANTIES 11.1 GENERAL GUARANTY If at any time during the period of one(1)year from the date of Substantial Completion as defined in Paragraph 9.6, any part of the Work shall, in the reasonable determination of the Prime Designer or Owner, require replacing or repairing due to the fact that it is broken, defective, or otherwise does not conform to the Contract Documents,the Owner will notify the Contractor to make the required repairs or replacement. 11.2 If the Contractor shall neglect to commence such repairs or replacement to the satisfaction of the Owner within ten (10)days from the date of giving or mailing such notice,then the Owner may employ other persons to make the same. 11.3 The Contractor agrees, upon demand, to pay to the Owner all amounts which the Owner expends for such repairs or replacements. 11.4 During this one year guarantee period any corrective work shall be performed in accordance with the applicable terms of this Contract. For items of work completed after use and occupancy has been taken, the one year guarantee shall commence at the time the Owner accepts such items. 11.5 This one year guarantee shall not limit any express guaranty or warranty provided elsewhere in the Contract. 11.2 SPECIAL GUARANTEES AND WARRANTIES 11.2.1 Guarantees and warranties required in the various sections of the Specifications must be delivered to the Prime Designer before final payment to the Contractor may be made, or in the case of guarantees and warranties which originate with a Subcontractor's section of the Work, before final payment for the amount of that subtrade or for the phase of Work to which the guarantee or warranty relates. 11.2.2 The failure to deliver a required guarantee or warranty shall constitute a failure to fully complete the Work in accordance with the Contract Documents. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 23 11.2.3 The Contractor's obligation to correct Work as set forth in Paragraph 4.12 is in addition to, and not in substitution of, such guarantees or warranties as may be required in the various Sections of the Specifications. I ARTICLE 12 MISCELLANEOUS LEGAL REQUIREMENTS 12.1 GENERAL The Contractor shall stay fully informed of all existing and future state and national laws and municipal ordinances and regulations in any manner affecting those engaged or employed in the work, or the materials used or employed in the work, or in any way affecting the conduct of the Work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the Contract Work. All provisions of law that apply to this Contract are hereby made a part of this Contract. If any discrepancy or inconsistency is discovered in the Contract Documents in relation to any such law, ordinance, regulation, order or decree,the Contractor shall forthwith report the same to the Owner in writing. 12.1.1 The Contractor shall cause all of its agents and employees to observe and comply with all such existing and future laws, ordinances, regulations, orders and decrees. I 12.2 CORPORATE DISCLOSURES The Contractor, if a foreign corporation, shall comply with M.G.L. c.181 §3 and§5, and M.G.L. c.30§39L. 12.3 VETERANS PREFERENCE In the employment of mechanics and apprentices,teamsters, chauffeurs, and laborers in the construction of public works in the Commonwealth, preference shall first be given to citizens of the Commonwealth who have been residents of the Commonwealth for at least six months at the commencement of their employment and who are veterans as defined M.G.L. c.4§7 (34), and who are qualified to perform the work to which the employment relates; and secondly, to citizens of the Commonwealth generally who have been residents of the Commonwealth for at least six months at the commencement of their employment, and if they cannot be obtained in sufficient numbers,then to citizens of the United States 12.4 PREVAILING WAGE RATES The Commissioner of the Department of Labor, Division of Occupational Safety has established the Schedule found in Division One of the Specifications, listing the prevailing minimum wage rates that must be paid to all workers employed on the Contract. Such Schedule shall continue to be the minimum rate of wages payable to workers on this Contract throughout the term of the Contract. The Contractor shall not have any claim for extra compensation from the Owner if the actual wages paidto employees on the Contract exceeds the rates listed on the Schedule. The Contractor shall cause a copy of said Schedule to be kept in a conspicuous place at the Project site during the term of the Contract. (See M.G.L c.149§26- 27H.) If reserve police officers are employed by the Contractor, they shall be paid the prevailing wage of regular police officers. (See M.G.L c.149§346). 12.5 VEHICLE AND EQUIPMENT OPERATORS If the Commissioner of the Department of Labor, Division of Occupational Safety has established a Schedule of wage rates to be paid to the operators of trucks,vehicles or equipment for this Project,the Contractor shall be obligated to pay such operators at least the minimum wage rate contained on such Schedule. (See M.G.L. c.149§26-27H). 12.6 EIGHT HOUR DAY AND LODGING 12.6.1 No laborer,workman, mechanic, foreman or inspector working in the employment of the Contractor, Subcontractor or other person doing or contracting to do the whole or part of the Work, shall be required or permitted to work any more than eight hours in any one day, or more than 48 hours in any one week, or more than six days in any one week, except in cases of emergency. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 24 12.6.2 Every employee on the Work shall lodge, board, and trade where and with whom he/she elects, and the Contractor and any Subcontractor shall not directly or indirectly require, as a condition of employment, that an employee lodge, board, or trade at a particular place or with a particular person. 12.7 EXECUTIVE ORDERS The Contractor shall comply with the provisions of M.G.L. c.151 B; Executive Order No. 524 Establishing the Massachusetts Supplier Diversity Program (SDP), Executive Order 526, Order regarding Non- Discrimination, Diversity, Equal Opportunity, and Affirmative Action; pertaining to minority and women owned business enterprises; Executive Order 527 establishing the Office of Access and Opportunity and Executive Order 481, prohibiting the use of undocumented workers on state contracts and all regulations promulgated pursuant thereto. The aforementioned law, executive orders, regulations and any amendments are incorporated herein by reference and made a part of this Contract. 12.8 CONFLICT OF INTEREST: The Contractor covenants, that(1) presently,there is no financial interest and shall not acquire any such interest, direct or indirect, which would conflict in any manner or degree with the performance of services required to be performed under this Agreement or which would violate M.G.L. c.268A, as amended; (2) in the performance of this Contract, no person having any such interest shall be employed by the Contractor or engaged as a subcontractor by the contractor; and (3) no partner or employee of the firm is related by blood or marriage to any Board Member or employee of the Awarding Authority. 12.9 LEAD BASED PAINT NOTIFICATION The Contractor shall comply with EPA 40 CFR 745 Subpart E"Residential Property Renovation"for pre- 1978 residential properties regarding Owner and Tenant notification using the Pre-Renovation Form for unit work and/or the Renovation Notice for Tenants in Common Areas of Multi-family Housing for common/exterior work and the distribution of the EPA pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers and Schools prior to renovation activities where more than 2 square feet of painted surfaces per room are disturbed for interior activities or greater than 10 square feet of painted surfaces are disturbed for exterior activities. This applies to work areas that are known to contain lead-based paint(greater than or equal to 1.0 mg/cm2 lead via XRF, a"positive" result using sodium sulfide or 0.5% lead via laboratory analysis)and to work areas that do not have data regarding the lead concentration in the paint. ARTICLE 13 CONTRACTOR'S ACCOUNTING REQUIREMENTS 13.1 DEFINITIONS 13.1.1 "Contractor"means any person, corporation, partnership,joint venture, sole proprietorship, or other entity awarded this Contract. 13.1.2"Contract" means any contract awarded or executed pursuant to M.G.L. c.30§39M or M.G.L. c.149§44A-J, which is for an amount greater than one hundred thousand dollars($100,000). 13.1.3"Records"means books of original entry, accounts, checks, bank statements and all other banking documents, correspondence, memoranda, invoices, computer printouts, tapes, discs, papers and other documents or transcribed information of any type, whether expressed in ordinary or machine language. 13.1.4"Independent Certified Public Accountant" means a person duly registered in good standing and entitled to practice as a certified public accountant under the laws of the place of his/her residence or principal office and who is in fact independent. 13.1.5"Audit,"when used in regard to financial statements, means an examination of records by an independent certified public accountant in accordance with generally accepted accounting principles and auditing standards for the purpose of expressing a certified opinion thereon, or, in the alternative, a qualified opinion or a declination to express an opinion for stated reasons. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 25 13.1.6"Accountant's Report,"when used in regard to financial statements, means a document in which an independent certified public accountant indicates the scope of the audit which he/she has made and sets forth his/her opinion regarding the financial statements taken as a whole with a listing of noted exceptions and qualifications, or an assertion to the effect that an overall opinion cannot be expressed. When an overall opinion cannot be expressed the reason therefore shall be stated. An accountant's report shall include a signed statement by the responsible corporate officer attesting that management has fully disclosed all material facts to the independent certified public accountant, and that the audited financial statement is a true and complete statement of the financial condition of the Contractor. 13.1.7"Management,"when used herein, means the chief executive officers, partners, principals or other person or persons primarily responsible for the financial and operational policies and practices of the Contractor. 13.1.8 Accounting terms, unless otherwise defined herein shall mean, in accordance with generally accepted accounting principles and auditing standards. 13.2 RECORD KEEPING 13.2.1 The Contractor shall make, and keep for at least six years after final payment, books, records, and accounts which in reasonable detail accurately and fairly reflect the transactions and dispositions of the Contractor. 13.2.2 Until the expiration of six years after final payment, the Inspector General, the Owner, and the Department shall have the right to examine any books, documents, papers or records of the Contractor and Subcontractors that directly pertain to, and involve transactions relating to the Contractor and Subcontractors. 13.2.3 The Contractor shall describe any change in the method of maintaining records or recording transactions which materially affects any statements filed with the Owner including the date of the change and reasons therefore, and shall accompany said description with a letter from the Contractor's independent certified public accountant approving or otherwise commenting on the changes. 13.2.4 Prior to the execution of the Contract,the Contractor shall file a statement of management on internal accounting controls as set forth in Paragraph 13.3 below. 13.2.5 Prior to the execution of the Contract, the Contractor shall file an audited financial statement for the most recent completed fiscal year as set forth in Paragraph 13.4 below and will continue to file such statement annually during the term of the Contract. 13.3 STATEMENT OF MANAGEMENT CONTROLS 13.3.1 Prior to execution of the Contract, the Contractor shall file with the Owner a statement of management as to whether the system of internal accounting controls of the Contractor and its subsidiaries reasonably assures that: .1 transactions are executed in accordance with management's general and specific authorization; .2 transactions are recorded as necessary to: a. to permit preparation of financial statements in conformity with generally accepted accounting principles, and b. to maintain accountability for assets; .3 access to assets is permitted only in accordance with management's general or specific authorization; and .4 the recorded accountability for assets is compared with the existing assets at reasonable intervals and appropriate action was taken with respect to any difference. 13.3.2 Prior to execution of the Contract, the Contractor shall also file with the Owner a statement prepared and signed by an independent certified public accountant, stating that the accountant has examined the statement of management on internal accounting controls, and expressing an opinion as to: GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 26 .1 whether the representations of management in response to subparagraph 13.3.1 above are consistent with the results of management's evaluation of the system of internal accounting controls; and .2 whether such.representations of management are reasonable with respect to transactions and assets in amounts which would be material when measured in relation to the applicant's financial statement. 13.4 ANNUAL FINANCIAL STATEMENT Every Contractor awarded a contract shall annually file with the Owner during the term of the Contract a financial statement prepared by an independent certified public accountant on the basis of an audit by such accountant. The final statement filed shall include the date of final payment. All statements shall be accompanied by an accountant's report. ARTICLE 14 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 14.1 The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religious creed, national origin, age, handicap, or sex. The aforesaid provision shall include, but not be limited to, the following employment upgrading, demotion or transfer; recruitment advertising; recruitment layoff;termination; rates of pay or other forms of compensation; conditions or privileges of employment; and selection for apprenticeship. 14.2 The Contractor must provide information as is necessary, in the judgment of the Owner or the Department, to ascertain compliance with the terms of Specification Section 00.73.36. ARTICLE 15 MINORITY OR WOMAN OWNED ENTERPRISES SUPPLIER DIVERSITY PROGRAM 15.1 COMPLIANCE 15.1 The Contractor must provide information as is necessary, in the judgment of the Owner and the Department, to ascertain compliance with the terms of Specification Section 00.73.39. ARTICLE 16 INSURANCE 16.1 INSURANCE REQUIREMENTS 16.1.1 The Contractor shall take out and maintain insurance coverage as listed in subparagraphs 16.2 - 16.8 with respect to the operations as well as the completed operations of this Contract. This insurance shall be provided at the Contractor's expense and shall be in full force and effect for the full term of the Contract. 16.1.2 All policies shall be issued by companies authorized to write that type of insurance under the laws of this Commonwealth of Massachusetts. 16.2 CONTRACTOR'S COMMERCIAL GENERAL LIABILITY 16.2.1 Provide the following minimum coverage with respect to the operations performed by any employee, Subcontractor, or supplier: Bodily Injury& $1,000,000. per occurrence Property Damage $2,000,000. general aggregate Products&Completed Operations $2,000,000. aggregate Fire Damage $1,000,000. Personal &Advertising Injury $1,000,000. per occurrence Umbrella coverage $5,000,000 per occurrence GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 27 16.2.2 This policy shall include coverage relating to explosion, collapse, and underground property damage. 16.2.3 This policy shall include contractual liability coverage. 16.2.4 The Contractor shall provide a separate Owner's and Contractor's Protective Liability policy in the name of the Owner at the same limits listed above. 16.2.5 The completed operations coverage shall be maintained for a period of two(2)years after Substantial Completion as defined in subparagraph 9.6.1. 16.2.6 In addition to the coverage listed above the Remediation Contractor("Abatement Contractor")shall provide evidence of specific coverage under its Commercial General Liability policy. T his additional coverage shall be purchased and maintained by the Abatement Contractor. The policy shall: .1 be written on a"true"occurrence basis without any"sunset"clause; .2 have the pollution exclusion amended to add back coverage for all pollution claims. .3 include separate products and completed operations coverage,which shall be maintained for(2) years after Substantial Completion, as defined in subparagraph 9.6.1 .4 provide the following limits of insurance: Bodily Injury& $1,000,000. per occurrence Property Damage $2,000,000. general aggregate Products&Completed Operations $2,000,000. aggregate Fire Damage $1,000,000. Personal &Advertising Injury $1,000,000. per occurrence Umbrella coverage $5,000,000 per occurrence 16.3 VEHICLE LIABILITY Provide the following minimum coverage with respect to the operations of any employee, including coverage for owned, non-owned, and hired vehicles: Bodily Injury and $1,000,000. each person Property Damage $1,000,000. each accident Combined Single Limit of$1,000,000 16.4 WORKER'S COMPENSATION Provide the following coverage in accordance with M.G.L. c.149§34A and c.152 as amended: Worker's Compensation Coverage A Provide Statutory Minimum Employer's Liability $500,000. each accident Coverage B $500,000. disease per employee $500,000. disease policy 16.5 PROPERTY COVERAGE 16.5.1 Provide Builder's Risk(Special Perils)coverage against loss or damage by fire and against loss or damage covered by the special perils insurance endorsement on all work included in this contract in an amount equal to at least 80%of Contract Amount. 16.5.2 When work will be completed on existing buildings owned by the Owner,the Contractor shall provide an installation floater, in the full amount of the Contract,for the requirements set forth in Subparagraph 16.5. 16.5.3 This policy and/or installation floater shall indicate if Stored Materials coverage is provided as required by Paragraph 10.4. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 28 _ 1 I 16.6.1 The policy or policies shall specifically state that they are for the benefit of and payable to the Owner, the Department,the Contractor, and all persons furnishing labor or labor and materials for the Contract Work, as their interests may appear 16.6.2 The Builder's Risk(Special Perils)coverage shall include any costs for work performed by the Prime Designer or any consultant as the result of a loss experienced during the life of this contract. 16.7 OWNER AS ADDITIONAL INSURED The Owner and Department shall be named as additional insured on the Contractor's Commercial Liability Policies. 16.8 CERTIFICATES OF INSURANCE, POLICIES 16.8.1 Certificates of insurance, acceptable to the Owner, shall be submitted to the Owner simultaneously with the execution of the Contract. Certificates shall indicate that the contractual liability coverage, and Owner's and Contractor's Protective Liability coverage is in force, as well as the deletions of the XCU exclusions. 16.8.2 The Contractor shall file the original and one certified copy of all policies with the Owner and one with the Department within sixty days after Contract award. If the Owner is damaged by the Contractor's failure to maintain such insurance and to so notify the Owner, then the Contractor shall be responsible for all reasonable costs attributable thereto. 16.9 CANCELLATION Cancellation of any insurance required by this contract,whether by the insurer or the insured, shall not be valid unless written notice thereof is given by the party proposing cancellation to the other party and Owner at least ten(10)days prior to the effective date thereof, which shall be expressed in said notice ARTICLE 17 INDEMNIFICATION The Contractor shall take all responsibility for the Work and take all precautions for preventing injuries to persons and property in or about the Work; shall bear all lossesresulting from or on account of the amount or character of the Work. The Contractor shall pay or cause payment to be made for all labor performed or furnished and for all materials used or employed in carrying out this Contract. The Contractor shall assume the defense of, and indemnify and save harmless, the Prime Designer, the Owner, the Department and their officers and agents from all claims relating to: labor performed or furnished and materials used or employed for the Work; inventions, patents and patent rights used in and in doing the Work unless such patent infringement is due to a product or process specified by the Owner; injuries to any person or corporation received or sustained by or from the Contractor and any employees, and Subcontractors and employees, in doing the work, or in consequence of any improper materials, implements or labor used or employed therein; and any act, omission, or neglect of the Contractor and any employees. ARTICLE 18 PERFORMANCE AND PAYMENT BONDS 18.1 CONTRACTOR BONDS 18.1.1 The Contractor shall provide the Owner with performance and payment(labor and materials) bonds in the form provided by the Department, (Forms 00.61.13.13 and 00.61.13.16)executed by a surety licensed by the Commonwealth's Division of Insurance. Each such bond shall be in the amount of the Contract Sum. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 29 I 18.1.2 If at any time prior to final payment to the Contractor, the Surety: .1 is adjudged bankrupt or has made a general assignment for the benefit of its creditors; .2 has liquidated all assets and has made a general assignment for the benefit of its creditors; .3 is placed in receivership; .4 otherwise petitions a state or federal court for protection from its creditors; or .5 allows its license to do business in Massachusetts to lapse or be revoked; the Contractor shall,within 21 days of any such action listed above, provide the Owner with new performance and payment bonds as described in Paragraph 18.1.1. Such bonds shall be provided solely at the Contractor's expense. 18.2 SUBCONTRACTOR BONDS 18.2.1 The Contractor may list in its bid that any or all filed Subcontractors provide the Contractor with payment and performance bonds for the full amount of the Subcontract. The costs for said bonds shall be the responsibility of the Contractor. 18.2.2 In the event the Contractor lists in its bid that filed Subcontractors provide bonds, and subsequently waives the requirement, the Contractor shall provide the Owner with a certification that they understand if the filed subcontractor defaults or is terminated, the Contractor accepts full responsibility and costs related to said default or termination with a credit change order in an amount equal to the bond premium it would have paid had it required the filed Subcontractor to provide such bonds. ARTICLE 19 TERMINATION 19.1 TERMINATION FOR CAUSE 19.1.1 The Owner may terminate this contract for cause if it determines that any of the following circumstances have occurred: .1 The Contractor is adjudged bankrupt or has made a general assignment for the benefit of its creditors; .2 A receiver has been appointed of the Contractor's property; .3 All or a part of the Work has been abandoned; .4 The Contractor has sublet or assigned all or any portion of the Work,the Contract, or claims there under,without the prior written consent of the Owner, except as provided in the Contract; .5 The Prime Designer has determined that the rate of progress required on the project is not being met, or .6 The Contractor has substantially violated any provisions of this Contract. 19.1.2 In the event of such termination,the Owner may hold the Contractor and its sureties liable in damages as for a breach of contract, or the Owner may notify the Contractor to discontinue all work, or any part thereof, and the Contractor shall discontinue all work, or any part thereof, as the Owner may designate. 19.1.3 The Owner may complete the work, or any part thereof, and charge the expense of completing the Work or part thereof, to the Contractor. 19.1.4 The Owner may take possession of and use any materials, machinery, implements and tools found upon the site of said Work. The Owner shall not be liable for any depreciation, loss or damage to said materials, machinery, implements or tools during said use and the Contractor shall be solely responsible for their removal from the Project site after the Owner has no further use for them. 19.1.5 The Owner may, at its option, require the surety or sureties to complete the Contract. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 30 19.2 TERMINATION LIABILITIES 19.2.1 All expenses charged under Paragraph 19.1 shall be deducted and paid by the Owner out of any moneys then due or to become due the Contractor under this Contract; and in such accounting the Owner shall not be held to obtain the lowest figures, by competitive bid or otherwise,for the completion of the Work or any part thereof. 19.2.2 All sums actually paid by the Owner to complete the Work shall be charged to the Contractor. In case the expenses charged are less than the sum which would have been payable under this Contract if the same had been completed by the Contractor,the Contractor shall be entitled to receive the difference. In case such expenses shall exceed the said sum, the Contractor shall pay the amount of the excess to the Owner. 19.2.3 Expenses incurred under subparagraph 19.1 shall also include, but not be limited to, costs for architectural/engineering extra services and Project Representative services required, in the opinion of the Owner,to successfully inspect and administer the construction contract through final completion, as described in Paragraph 9.7. 19.3 TERMINATION -NO FAULT 19.3.1 In the event that this Contract is terminated by the Owner, and termination is not based on a reason listed in Paragraph 19.1, the Contractor shall be compensated for its costs incurred on the Project, including reasonable costs of de-mobilization, calculated on a percent completion basis as provided in Article 10, covering the period of time between the last periodic payment and the date of termination. 19.3.2 Payment by the Owner pursuant to Subparagraph 19.3.1 shall be considered to fully compensate the Contractor for all claims and expenses and those of any consultants, Subcontractors, and suppliers, directly or indirectly attributable to the termination, including any claims for lost profits. 19.4 ADMINISTRATOR'S APPROVAL Termination of the Contract requires the prior written approval of the Administrator. END OF SECTION GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00.72.00 - 31 Section 00.73.36 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 1. DEFINITIONS For purposes of this Section 00.73.36, the following additional definitions shall apply: III A. "Minority" means a person who meets one or more of the following definitions: 1. American Indian or Native American means: all persons having origins in any of the original peoples of North America and who are recognized as an Indian by a tribe or tribal organization. 2. Asian means:All persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands, including, but Not limited to China, Japan, Korea, Samoa, India, and the Philippine Islands. Z 3. Black means: All persons having origins in any of the Black racial groups of Africa, including, but not limited to,African-Americans, and all persons having origins in any of the original peoples of the Cape Verdean Islands. 4. Eskimo or Aleut means:All persons having origins in any of the peoples of Northern Canada, Greenland, Alaska, and Eastern Siberia. 5. Hispanic means:All persons having their origins in any of the Spanish- speaking peoples of Mexico, Puerto Rico, Cuba, Central or South America, or the Caribbean Islands. 0 U B. "Commission" or "MCAD" means the Massachusetts Commission Against C Discrimination. 0 C. "E.E.O. Officer" or Equal Employment Opportunity Officer means those persons designated by the Contractor, the Owner, or any other agency or party having jurisdiction under this contract, that serve in a capacity to implement this Section. 2. CONDITIONS A. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religious creed, national origin, age, handicap, or sex. The aforesaid provision shall include, but not be limited to, the following: employment upgrading, demotion or transfer; recruitment advertising; recruitment layoff; termination; rates of pay or other forms of compensation; conditions or privileges of employment; and selection for apprenticeship. B. The Contractor shall post notices provided by the Commission, inconspicuous places, setting forth the provisions of the Fair Employment Practices Law of the Commonwealth. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 007336 - 1 I C. The Contractor shall undertake in good faith affirmative action measure designed to eliminate any discriminatory barriers in the terms and conditions of employment on the grounds of race, color, religious creed, national origin, age, eliminate and remedy handicap, or sex, and toe y an y effects of such discrimination in the past. Such affirmative action shall entail positive and aggressive measures to ensure equal opportunity in the areas of hiring, upgrading, demotion or transfer, recruitment, layoff or termination, rate of compensation, and in-service or apprenticeship training programs. This affirmative action shall include all action required to guarantee equal employment opportunity for all persons, regardless of race, color, religious creed, national origin, age or sex. D. The Contractor shall not discriminate on grounds of race, color, religious creed, national origin, age, or sex in employment practices, in the selection or retention of Subcontractors, or in the procurement of materials and rentals of equipment. s E. The Commission and a designee of the Owner shall have access to the s construction site and all applicable records of the Contractor and Subcontractors. F. The Contractor's EEO Certificate must be signed by the low general and all filed sub-bidders as a condition of Contract validation by the Department. U J U ° 3. MINORITY GOAL MINIMUM MINORITY PERCENTAGES A. Pursuant to his/her obligations under the preceding section, the Contractor shall strive to achieve on this project the labor participation goals contained herein. The participation goals for this project shall be 10.4% for minorities and for women. B. The participation goals, as set forth herein, shall not be construed as quotas or set-asides; rather, such participation goals will be used to measure the progress of the Commonwealth's equal opportunity, non-discrimination and affirmative action program. Additionally, the participation goals contained herein should not be seen or treated as a floor or as a ceiling for the employment of particular individuals or group of individuals. C. Such job categories shall include but not be limited to those "Classes of Work" enumerated in M.G.L. c.149 §44F and for trades covered by Item 1 of the Contractor's bid. D. These percentages shall apply to the Contractor and to all Subcontractors, regardless of tier, for all on-site Work. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 007336 - 2 4. REFERRALS A. In the hiring of minority journeymen, apprentices, trainees and advanced I trainees, the Contractor shall rely on referrals from a multi-employer affirmative action program approved by the Department or the Commission; and traditional referral methods utilized by the construction industry, where such referrals are needed to meet minority hiring requirements. The Contractor shall keep accurate records of such requests for referrals. B. Records of employment referral orders, prepared by the Contractor, shall be made available to the Owner and to the Department upon request. 5. EEO WORK FORCE REPORTING PROCEDURES s Z Z A. The Contractor.shall provide the following information to the Owner on copies of Y the forms found at the end of this Section. $ 1. Weekly Manpower Reports 00.73.36.04: The Contractor shall prepare a report after each week of activity, reflecting the actual working hours of all 01 personnel identified as minority or non-minority. U a. This report shall be received by the Owner no later than the Friday following the week reported. ° b. Failure to provide information shall result in sanctions as provided in this U r section. co coO 0 ca 6. COMPLIANCE - REPORTS AND INFORMATION A. The Contractor shall provide all information and reports required by the Owner or the Department and will permit access to its facilities and to any books, records, accounts and other sources of information which may be determined by the I Owner or the Department to affect the employment of personnel. Where information required is in the exclusive possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the Owner or the Department as appropriate and shall set forth what efforts have been made to obtain the information. 7. COMPLIANCE - INVESTIGATIONS A. Whenever the Owner's EEO Officer, the MCAD, or the Department believes the Contractor may not be operating in compliance with the terms of these requirements, the Department shall conduct an investigation, and may confer with the parties, to verify such allegations. The Department shall not initiate an investigation without prior notice to the Contractor. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 007336 - 3 i i B. If the Department finds the Contractor in non-compliance, it shall make a preliminary report, and notify the Contractor in writing of the steps necessary to bring such Contractor into compliance.A copy of this report shall be sent to the Department's Affirmative Action Officer. 8. COMPLIANCE - DEPARTMENT-AFFIRMATIVE ACTION INVESTIGATION A. If the Contractor fails or refuses to fully perform the steps necessary to achieve compliance, the Department shall make a report of non-compliance to the Department's Affirmative Action Officer, who will then conduct an investigation. B. Should the Department's Affirmative Action Officer find the Contractor in non- compliance a final report recommending the imposition of one or more of the N sanctions listed below shall be issued. Z Y C. Within fifteen (15) days of said report the Department shall, after due notice and g giving the Contractor an opportunity to respond, move to impose one or more of a 00 the following sanctions to attain compliance. D. If the Department's Affirmative Action Office believes the Contractor has taken or is taking every possible measure to achieve compliance, a report shall show the v Contractor is in compliance. a C m E 0 9. SANCTIONS m A. For each week that the Contractor fails or refuses to comply, the Department may recover from the Contractor, 1/100 of 1% of the original Contract Sum or $1000 whichever sum is greater, in the nature of liquidated damages. B. If a Subcontractor is in non-compliance, the Department may recover from the Contractor, 1/10 of 1% of the Subcontract Sum, or $400 whichever sum is greater, in the nature of liquidated damages, to be assessed by the Contractor as a back charge against the Subcontractor for each week that Subcontractor fails or refuses to comply. C. The Owner may suspend part or all of any payment due under the contract until such time as the Contractor or any Subcontractor is able to demonstrate compliance with the terms of the Contract. I D. The Owner may terminate, or cancel part or all of the Contract, in accordance with the provisions of Article 19 of the General Conditions, unless the Contractor or any Subcontractor is able to demonstrate, within a specified time, compliance with the terms of the Contract. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 007336 - 4 E. The Contractor may request the Department and Owner to suspend the sanctions conditionally. Whereupon the Department shall investigate corrective measures taken by the Contractor and shall either lift or re-impose the sanctions. 10. SEVERABILITY A. The provisions of this section are severable, and if any of these provisions shall be held unconstitutional by any court of competent jurisdiction, the decision of such court shall not affect or impair any of the remaining provisions of the Contract. END OF SECTION s N Z Q m Y S 0 m a U J U S O d I a U C m E U O m EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 007336 - 5 Form 00.73.36.01 FORM OF CONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form must be completed and submitted by the Contractor prior to the signing of the Owner-Contractor Agreement. This certifies that: Contractor Street Address City/State/Zip Code 1. Intends to use the following listed construction trades in the work under this contract: 2. Will comply with the minority manpower ratio and specific affirmative action steps contained in Section 00.73.36 of this Contract; and 3. Will obtain similar certifications from each of its subcontractors and submit to the Owner prior to the award of any subcontract under this contract the subcontractor's certification. Signature of authorized Representative of Contractor Name and Title Date it FORM OF CONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION 00 73 36 01 - 1 Form 00.73.36.02 FORM OF SUBCONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form must be completed and submitted by all Filed Subcontractors prior to the signing of the Owner-Contractor Agreement. This certifies that: Name of Filed Subcontractor Street Address City/State/Zip Code 1. Intends to use the following listed construction trades in the work under this contract: 2. Will comply with the minority manpower ratio and specific affirmative action steps contained in Section 00.73.36 of this Contract; and 3. Will obtain similar certifications from each of its subcontractors and submit to the Owner prior to the award of any subcontract under this contract the subcontractor's certification. Signature of authorized Representative of Subontractor 9 p Name and Title Date FORM OF SUBCONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION 00 73 36 02 - 1 Massachusetts Department Of Housing and Community Development CONTRACTOR'S WEEKLY MANPOWER REPORT Housing Authority Development No. Contract Amount$ Minority Participation Women Participation General Contractor: Goal 15.3% Goal 6.9% Name of Contractor Filing Report: Trade(s): Week Ending: Report No.: ❑Check Here if you are a non-filed Subcontractor ❑ Check Here if this is a Final Report Date Work Began: Date Work Completed Job Category #of Weekly Total #of Weekly Weekly #of Weekly Weekly Total Total %of Total %of Employees Total Manhours Minorities Total % Women Total % Manhours Minority Minority Women Women Manhours to Date Minority Minority Women Women to Date Manhours Manhours Manhours Manhours Manhours Manhours Manhours Manhours to Date to Date to Date to Date Mail Reports to: Department of Housing and Community Development Prepared by: 100 Cambridge St Ste 300 Boston,MA 02114 Title: Attn: Legal Office Date: 200 DHCD All Projects Weekly Manpower Report 00.73.36.04 9/09/2009 I Section 00.73.39 MINORITY AND WOMEN BUSINESS ENTERPRISES SUPPLIER DIVERSITY PROGRAM - EXECUTIVE ORDER 524 1. PROJECT REQUIREMENTS General bidders must agree to contract with minority and women-owned businesses as certified by the Supplier Diversity Office (SDO) formerly known as SOMWBA. The amount of participation which shall be reserved for such enterprises shall not be less than the percentages stated in document 00.11.13 Advertisement found elsewhere in these contract documents. 2. DEFINITIONS: s For purposes of this Section 00.73.39 the following definitions shall apply: Z Z a A. "Minority business enterprise' or"MBE", means a business enterprise that is g owned and controlled by one or more socially or economically disadvantaged persons. Such disadvantage may arise from cultural, racial, chronic economic 01 circumstances or background or other similar cause. Such persons include, but are not limited to, African Americans, Cape Verdeans, Western Hemisphere Hispanics, Asians, American Indians, Eskimos, and Aleuts. For purposes of section 61 and of section 40N of chapter 7, the term "minority owned business" shall have the same meaning as "minority business enterprise". a m r m E B. "SDO" means the Supplier Diversity Office., m C. "Minority Business Enterprise" (MBE) means a business organization which is owned and controlled fifty-one percent (51%) or more by one or more minority group members and certified as such by SDO. D. "Women Business Enterprise" (WBE) means a business organization which is owned and controlled fifty-one percent (51%) or more by one or more women and certified as such by SDO. E. "MBE/WBE Manufacturer" means a person or firm certified by SDO and engaged in the process of making, fabricating, constructing, forming or assembling a product(s) from raw, unfinished, semi-finished, or finished materials through a direct contract with a contractor, subcontractor, or supplier. F. "MBE/WBE Subcontractor" means a person or firm certified as such by SDO and contractually engaged by the contractor to perform a portion (a) of the contracted Work, including labor, materials and supplies, or (b) labor, materials and supplies, or any combination thereof. G. "MBE/WBE Supplier" means a person or firm certified as such by SDO and engaged in selling of materials and supplies to contractors, subcontractors, MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO 007339 - 1 and/or manufacturers for the purpose of constructing, repairing, remodeling, adding to or subtracting from, or improving any building, structure or property through a direct contract with a contractor or subcontractor. Said MBE/WBE must sustain substantial financial risk in the process of performing/supplying the work for this contract. The Department may request information to determine where the MBE/WBE obtains supplies and materials. H. "Amount of Participation" means the percentage stated on the advertisement of the final contract amount which is to be contracted to MBE/WBEs for work to be performed on this contract in accordance with this Section 00.73.39. 3. JOINT VENTURES A. A Joint Venture shall mean a business arrangement between MBE/WBEs and a non-SDO certified General Contractor, in which the MBE or WBE has at least a s twenty-five percent (25%) interest in the Contract, and in which the other has at least the required minimum percentage of participation in the Contract. It is a expected that the M/WBE having the minimum 25% interest will participate in the management and decision making aspects of the project proportionate to its J 0 percentage of ownership and interest in the Contract. U B. An M/WBE Joint Venture shall mean a business arrangement where in a SDO certified MBE or WBE serves as a General Contractor and engages the services N of another SDO certified MBE or WBE (whichever is required) in an amount not 8 less than twenty-five percent (25%) of the Contract amount, and in which the management and decision making aspects of the project are shared to the degree of participation and ownership in the Contract. 4. CONDITIONS A. Once the Contractor agrees to comply with these provisions, and within 5 working days after receipt of bids, unless an extension of time or waiver for compliance is granted in accordance with Article 3 of the Instructions to Bidders, the apparent low bidder must submit a completed Participation Schedule and Letters of Intent covering each SDO certified MBE and WBE used to satisfy the requirements of this Section 00.73.39. These letters shall include the contract items the MBEs and/or WBEs are proposing to perform and the prices that the MBEs and/or WBEs propose to charge for the work. B. MBE and WBEs listed on the Participation Schedule may be any combination of MBE/WBE Subcontractors, MBE/WBE Manufactures, or MBE/WBE Suppliers as defined in Paragraph 2, G. MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO 007339 - 2 C. Letters of Intent are.not required from filed sub-bidders who are SDO Certified MBEs or WBEs. D. The amount of participation of MBE/WBEs listed in The Participation Schedule must total at least the percentage set forth in the Advertisement. The amounts indicated in the Letter of Intent shall not be less than the amount shown on the Participation Schedule. The SDO Certified MBEs and/or WBEs. for whom Letters of Intent are submitted must be identical to the ones listed on the Participation Schedule. No substitutions shall be made without the written approval of the Department. E. Prior to the Validation of the Contract, the Contractor shall furnish the Owner and the Department with executed copies of all subcontracts with all of the MBEs s and/or WBEs listed on the Participation Schedule. N Z Q F. Subcontractors are encouraged, but not required to subcontract portions of their g work to MBEs and/or WBEs. Participation forms, available with the bidding documents shall be used to list those MBEs and/or WBEs with whom they wish to sub-subcontract and the dollar amount of those proposed sub-subcontracts. J G. The Contractor may include MBEs and/or WBEs utilized by non-certified subcontractors to satisfy the requirements of this article. a H. MBEs and WBEs listed on the Participation Schedule must be MBEs and WBEs at the time of the opening of bids. 0 LD I. MBE/WBE Certification from any other agency/municipality shall not be considered applicable for this Contract. 1. The Department reserves the right to allow a MBE and/or WBE to perform work other than those categories listed on the MBE's or WBE's SDO certification. J. If a filed sub-bidder listed as a MBE and/or WBE is rejected for failure to obtain a performance and payment bond from a surety qualified to do business in the Commonwealth when requested by the general bidder to do so at the time of bid, said failure shall not entitle the general bidder to avoid the requirements of this Section 00.73.39. K. The Contractor shall not change the MBEs and/or WBEs listed in the Participation'Schedule or make any other such MBE/WBE substitutions after the Contract has been executed or during construction without the written approval of the Owner and the Department. L. The Contractor shall not terminate any subcontract for, nor perform with its own organization, work designated to a MBE or WBE on the Participation Schedule without the written approval of the Owner and the Department. Such approval MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO 007339 - 3 shall be withheld until the Contractor demonstrates that the Amount of Participation is still met for any substituted MBE or WBE, provided however, that compliance with this paragraph shall not supersede the terms of.M.G.L. c.149 §44F. Notice of all MBE/WBE status changes (before Final Completion) must be sent to the Department of Housing and Community Development - Legal Office/SDP, 100 Cambridge St. Suite 300, Boston, Massachusetts 02114. 5. COMPLIANCE A. The Contractor must provide information as is necessary, in the judgment of the Owner or the Department, to ascertain compliance with the terms of this Section 0073.39. N B. The Contractor shall provide an executed Contractor's Affidavit of Payment to Minority Business Enterprises Form 00.73.39.05 as found in this Section. This g form is also available on DHCD's web site at www.mass.gov/dhcd. CD C. If the Contractor desires to comply with this Section 00.73.39, but for reasons beyond its control cannot do so in accordance with the Participation Schedule, the Contractor must submit to the Owner and the Department the reason for its inability to comply and proposed revisions to the Participation Schedule stating d.a how conditions of this Section 0073.39 are to be met. E g 6. MBE/WBE REPORTING PROCEDURES m A. The Contractor shall provide, an executed Contractor's Affidavit of Payment to Minority Business Enterprises 00.73.39.05 on a copy of the form found at the end of this Section. 1. The Department or Owner may request copies of canceled checks to confirm compliance. 2. This affidavit shall be submitted by the Contractor as payments are made to MBE/WBEs for Work completed on this project. 3. Affidavits shall be sent to: SDP Coordinator Department of Housing and Community Development 100 Cambridge Street— 3rd Floor Boston, MA 02114 Attn: Contracts Specialist, Legal Department 4. Failure to submit by these reports shall result in sanctions described in Paragraph 6. MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO 007339 -4 7. SANCTIONS A. If at any time during the life of this Contract, the Contractor is found to be out of compliance with this Section 00.73.39, sanctions may be imposed within fifteen (15) working days after notification to the Contractor of said violation. If within those fifteen (15) days the Contractor remedies the non-compliance to the satisfaction of the Department, or provides compelling documentation as outlined in Paragraph 7.13 said sanctions may be postponed or waived. If the Contractor requires more than fifteen (15) days to remedy non- compliance, it shall make a written request to the Department for a time extension. This request shall be made within the original fifteen (15) day period. B. If the Contractor fails to comply with the terms of these conditions, the Owner s may impose the following sanctions: 1. require the Contractor to provide equivalent substitute participation with SDO Certified MBEs and/or WBEs acceptable to the Owner and Department and at no additional cost to the Owner; or , 2. suspend any payment for the Work that should have been but was not performed by a MBE and/or WBE pursuant to the Participation Schedule. G J C. To the extent that the Contractor has not complied with the terms of these conditions, the Owner may withhold from any Certificate for Payment moneys n equivalent to the product of the percentage of completion times the MBE and/or WBE dollar amount, minus the amount already paid to MBEs and/or WBEs for Work performed under the contract, minus any amounts withheld for previous non-compliance. 8. RECOURSE A. The Owner and the Department have the option not to impose sanctions if the Contractor demonstrates, to the satisfaction of the Department, that the Contractor has taken every possible.measure to comply with Section 00.73.39. This may constitute a reason for waiving this Section in whole or in part. B. To demonstrate every possible measure, the Contractor shall furnish: 1. the name of each firm solicited for quotations on each Subcontract, the price quoted by each, and whether or not the firm solicited was a minority or woman-owned business; 2. the reason for not subcontracting,with a minority or woman-owned business enterprise when applicable; 3. evidence showing efforts by the Contractor to supplement its own and SDO lists of minority and woman-owned business sources by contacting the Small Business Administration, trade organizations, the General Services Administration (U.S. Government), minority contractors' organizations, community organizations and other likely sources of names of additional MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO 007339 - 5 minority or woman-owned business firms capable of performing the Work; and 4. evidence showing other efforts to comply with this Section 00.73.39. 9. WAIVERS The Department has the discretion to determine that compliance with the participation goals is not feasible and may be reduced or waive these goals. To reduce or waive the MBEMBE participation goals the apparent low general bidder must make this request in writing to the Department no later than five (5) working j days after the general bid opening. See Article 3.3 of the Instructions to Bidders. 10. SEVERABILITY The provisions of this section are severable, and if any of these provisions shall be held unconstitutional by any court of competent jurisdiction, the decision of such $ court shall not affect or impair any of the remaining provisions of the Contract. v 0 END OF SECTION J U 2 U d a U r m E U O O m MINORITY AND WOMEN BUSINESS ENTERPRISES - SDO 007339 - 6 Form 00.73.39.01 SDO CERTIFIED MBE/WBE PARTICIPATION SCHEDULE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT • This form must be submitted by the apparent low general bidder within five working days of the receipts of bids. • Letters of Intent from all MBEs or WBEs listed must be submitted with this Participation Schedule. State-Aided Project LHA DEVELOPMENT NUMBER The undersigned intends to subcontract with the following firms for the listed work and dollar amounts: MBE Name of or Supplier or Value of Company Description of Work WBE Subcontractor Participation 1 $ 2 $ 3 $ 4 $ 5 $ 6 $ 7 $ 8 $ Dollar Value of MBE Commitment: $ Dollar Value of WBE Commitment: $ Total Dollar Value Commitment: $ BIDDER CERTIFICATION The undersigned certifies under the penalties of perjury that(1)it intends to subcontract with the above listed firms for the identified work and dollar amounts unless a waiver or partial waiver has been granted by the Department and(2)certifies that he/she has read Section 00.73.39 conditions contained in the contract documents with regards to MBEMBE participation and is authorized to bind the contractor to the commitment set forth above. Name of General Contractor Date Authorized Signature Address City, State&Zip Code FORM OF SDO CERTIFIED MBENVBE PARTICIPATION SCHEDULE 00 73 39 01 - 1 1 Form 00.73.39.02 SDO CERTIFIED MBENVBE LETTER OF INTENT COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT • This form is provided for SDO Certified MBEs and WBEs being utilized as on this Contract. • This form must be completed by each SDO Certified MBE or WBE and submitted by the general bidder. • General bidders or filed sub-bidders'that are SDO Certified MBEs and WBEs may omit this form. TO: General Bidder From SDO Certified MBE or WBE Name: Name: Street Address: Street Address: City/Town: City/Town: Phone: Phone: Fax: Fax: Email: Email RE: State-Aided Project: Name of Housing Authority and Project Number 1. My company intends to perform work in connection with the above project as: ❑ an individual ❑ a corporation ❑ a partnership ❑ a joint venture with ❑ other (explain) 2. My company is certified by SDO as a ❑ MBE ❑ WBE in the following categories: Warning: Misrepresenting you firms SDO certification may result in disqualification from this and other DHCD funded projects!! 3. My company has not changed its ownership, control, or management in any ways that affect certification since obtaining SDO certification. 4. My Company understands that if you company is awarded the contract, you company intends to enter into an agreement to perform the work described below for the price indicated. My company also understands that your company will make substitutions i only as allowed by Section 00.73.39 of the above project. i FORM OF SDO CERTIFIED MBE/WBE LETTER OF INTENT 00 73 39 02 - 1 5. My company intends work includes: ❑ Labor& Materials ❑ Labor Only ❑ Materials Only This wo Y Y For a total amount of Dollars $ Date Authorize Signature of SCE Name and Title i Please advise DHCD immediately if either party attempts to renegotiate this agreement. I FORM OF SDO CERTIFIED MBE/WBE LETTER OF INTENT 00 73 39 02 - 2 AlassechusettsDepartment of Housing and Community Development CONTRACTOR'S AFFIDAVIT OF PAYMENTS TO MINORITY BUSINESS ENTERPRISES(GC FORM) Date: TO: Department of Housing & From: Community Development SDP Coordinator 100 Cambridge Street, Suite 300 Name of Contractor Boston, MA 02114 Address Phone: (617) 573-1177 Fax: (617) 573-1335 City,State,Zip RE: Contract: Siding and Bulkhead Repairs, 200-1 State Aided Development ( , , ) North Andover Housing Authority Original Contract Amount $ Record Period Ending KNOW ALL MEN BY THESE PRESENTS: The undersigned certifies that they have met the Minority Business Enterprise (MBE) and Women Owned Business Enterprises (WBE) requirements for the above named contract which states in part that the General Contractor: 1. Shall submit this form quarterly or at any time requested by DHCD, completing the information below; 2. Have subcontracted with the following M/WBEs in the dollar amounts enumerated in the Participation Schedule and Letters of Intent in effect at the time of contract execution.; and 3. Have made the following payments to each of the W/MBEs for work performed on this project. CONTRACTOR AFFIDAVIT OF PAYMENT TO MBEM/BE 00 73 39 03 - 1 i MBEIWBE Work Performed Subcontractor Total Payments Payments this Performed Amount to Date Quarter In WITNESS WHEREOF, the undersigned has signed and sealed this instrument under the pain and penalty of perjury. This Day of 20 Name of General Contractor Signed and Sealed On this day of 20 , before me, the undersigned Notary Public, personally appeared , duly designated by the board of directors and proved to me, through satisfactory evidence of identification, which was , that s/he is the person whose name is signed on the foregoing documents, and acknowledged to me that s/he signed it voluntarily for its started purpose and that it was her/his free act and deed. Notary Public My Commission Expires: CONTRACTOR AFFIDAVIT OF PAYMENT TO MBE/WBE 00 73 39 03 - 2 Section 00.73.43 PREVAILING WAGES and LABOR REGULATIONS 1. PREVAILING WAGE RATES A. The rate per hour to be paid to mechanics, apprentices, teamsters, chauffeurs, and laborers employed on the Work shall not be less than the rate of wages in the attached"Minimum Wage Rates" as determined by the Commissioner of the Massachusetts Department of Labor Division of Occupational Safety. This schedule shall continue to be the minimum rate of wages for said employees during the life of this Contract. Any questions relative to the applicability of any wage rate shall be directed to the Division of Occupational Safety. B. Keep a legible copy of said schedule posted on the site at all times. Provide the Z Owner, on a weekly basis, and keep an on-site file of the wage rates and classifications of labor employed on this Work in order that they may be available 0 for inspection by the Owner, Department, Architect, or any agency having jurisdiction. 0 C. Pay reserve police officers employed on the Work the prevailing rate of wages paid to regular police officers as required by MGL c149 § 34B, as amended. Such police officers shall be covered by Worker's Compensation Insurance and a Employers Liability Insurance provided by the Contractor. E 2. WAGE RATE REPORTING A. The Contractor and all subcontractors shall provide certified payroll affidavits verifying compliance with MGL c:149 §§26 - 27H. B. The Contractor and all subcontractors shall provide a Statement of Compliance within 15 days of the completion of its portion of the work. This statement shall be submitted to the Owner on the form found elsewhere in this section. C. Weekly Payroll Form www.mass.gov/Iwd/docs/dos/prevaling-wage/pw-payroI1.pdf D. Statement of Compliance www.mass.gov/Iwd/docs/dos/prevaling-wage/pw- compliance.pdf 3. APPRENTICE REQUIREMENTS Apprentices employed pursuant to this determination of wage rates must be registered and approved by the State Apprenticeship Council wherever rates for journeymen or apprentices are not listed. IIS I PREVAILING WAGES AND LABOR REGULATIONS 007343 - 1 4. EMPLOYEE OSHA SAFETY TRAINING A. All employees who work on this construction site must have no less than 10 hours of OSHA-approved safety and health training. See Chapter 306 of the Acts of 2004. B. The Contractor and all Subcontractors shall furnish to the Owner, with the certified payroll reports, documentation indicating that each employee has successfully completed 10 hours of a course in construction safety and health. This course must be approved by the United States Occupational Health and Safety Administration (OSHA). SEE ATTACHED WAGE RATES OBTAINED FROM Department of Labor, Division of Occupational Safety s N 2 END OF SECTION y g w d O 0) O G J U S U d I O. C {0 N S m PREVAILING WAGES AND LABOR REGULATIONS 007343 - 2 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates CHARLES D.BAKER As determined by the Director under the provisions of the RONALD L.WALKER,11 Govemor . Sema, Massachusetts General Laws,Chapter 149,Sections 26 to 27H WILLIAM DMCK1NNEY KARYN E.POLITO Di ec or Lt.Governor Awarding Authority: North Andover Housing Authority Contract Number: City/Town: NORTH ANDOVER Description of Work: Veterans,200-1: Removal of existing vinyl siding and replacement with combination of new cementitious and vinyl siding.Repair of damaged concrete at bulkheads and at-entry landings and steps. Job Location: 23 Baldwin Street,North Andover,MA,01845 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 "Wage Request Number"on all pages of this schedule. • An Awarding Authority must request an updated wage schedule from the Department of Labor Standards("DLS")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.149A),the earlier of: (a)the execution date of the GMP Amendment,or(b)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 conspicuous place at the work site for the life of the project in accordance with M.G.L.c. 149§27. The wages listed on the wage schedule must be 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. • 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 maybe paid the lower apprentice wage rate at the applicable step as provided on 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 for 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) the execution date of the GMP Amendment,or(b)the execution date of the first amendment to permit 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 27F"rental of equipment"contracts. • 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 paid. Do not submit weekly payroll reports to DLS. A sample of a payroll reporting form may be obtained at htt ://www.mass. ov/dols/ w. P g P • Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at(617)626-6953. • 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 General 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 perform construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and criminal penalties. Issue Date: 03/07/2016 Wage Request Number: 20160304-065 i Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Construction (2 AXLE)DRIVER-EQUIPMENT 12/01/2015 $31.65 $10.41 $10.08 $0.00 $52.14 TEAMSTERS JOINT COUNCIL NO.10 70NE B 06/01/2016 $32.15 $10.41 $10.08 $0.00 $52.64 08/01/2016 $32.15 $10.91 $10.08 $0.00 $53.14 12/01/2016 $32.15 $10.91 $10.89 $0.00 $53.95 (3 AXLE)DRIVER-EQUIPMENT 12/01/2015 $31.72 $10.41 $10.08 $0.00 $52.21 TEAMSTERS JOINT COUNCIL NO.107ONli B 06/01/2016 $32.22 $10.41 $10.08 $0.00 $52.71. 08/01/2016 $32.22 $10.91 $10.08 $0.00 $53.21 12/01/2016 $32.22 $10.91 $10.89 $0.00 $54.02 (4&5 AXLE)DRIVER-EQUIPMENT 12/01/2015 $31.84 $10.41 $10.08 $0.00 $52.33 TEAMSTERS JOINT COUNCIL NO.10 70NE B 06/01/2016 $32.34 $10.41 $10.08 $0.00 $52.83 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 ADS/SUBMERSIBLE PILOT 08/01/2015 $88.29 $9.80 $19.23 $0.00 $117.32 PILE DRIVER LOCAL 56(70NE 1) For apprentice rates see"Apprentice-PILE DRIVER" AIR TRACK OPERATOR 12/01/2015 $31.90 $7.45 $12.65 $0.00 $52.00 LABORERS-70NE 2 06/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 12/01/2016 $33.15 $7.45 $12.65 $0.00 $53.25 For apprentice rates see"Apprentice-LABORER" ASBESTOS REMOVER-PIPE/MECH.EQUIPT. 12/01/2015 $34.38 $10.40 $5.95 $0.00 $50.73 HEAT&FROST INSULATORS LOCAL G(BOSTON) ASPHALT RAKER 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-70NE1 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" ASPHALT/CONCRETE/CRUSHER PLANT-ON SITE 12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPERA77NG 1:NG1N6ERS LOCAL 4 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90 $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" BACKHOE/FRONT-END LOADER12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPERATING ENGINEERS LOCAL d 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90 $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" BARCO-TYPE JUMPING TAMPER 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-7.ON1s'l 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" BLOCK PAVER,RAMMER/CURB SETTER 12/01/2015 $31.90 $7.45 $12.65 $0.00 $52.00 LABORERS-7.ONE 1 06/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 12/01/2016 $33.15 $7.45 $12.65 $0.00 $53.25 For apprentice rates see"Apprentice-LABORER" -- ------- ------------- ------ ---------- - ----------------- --------------- ----------------- - ----------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 2 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment BOILER MAKER 01/01/2016 $41.62 $6.97 $16.21 $0.00 $64.80 BOILERMAKERS LOCAL 29 01/01/2017 $42.92 $6.97 $16.21 $0.00 $66.10 Apprentice- BOILERMAKER-Local 29 Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 65 $27.05 $6.97 $10.54 $0.00 $44.56 2 65 $27.05 $6.97 $10.54 $0.00 $44.56 3 70 $29.13 $6.97 $11.35 $0.00 $47.45 4 75 $31.22 $6.97 $12.16 $0.00 $50.35 5 80 $33.30 $6.97 $12.97 $0.00 $53.24 6 85 $35.38 $6.97 $13.78 $0.00 $56.13 7 90 $37.46 $6.97 $14.59 $0.00 $59.02 8 95 $39.54 $6.97 $15.40 $0.00 $61.91 Effective Date- 01/01/2017 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 65 $27.90 $6.97 $10.54 $0.00 $45.41 2 65 $27.90 $6.97 $10.54 $0.00 $45.41 3 70 $30.04 $6.97 $11.35 $0.00 $48.36 4 75 532.19 $6.97 $12:16 $0.00 $51.32 5 80 $34.34 $6.97 $12.97 $0.00 $54.28 6 85 $36.48 $6.97 . $13.78 $0.00 $57.23 7 90 $38.63 $6.97 $14.59 $0.00 $60.19 8 95 $40.77 $6.97 $15.40 $0.00 $63.14 - _.._ _.__ - - - - - - - - - - - - - - - - - - - - - - - - - --, (Notes: - - - ...._ _.... .._... -._.._ - - - - - _... - ._.._ - ____ ___ - - Apprentice to Journeyworker Ratio:1:5 BRICK/STONE/ARTIFICIAL MASONRY(INCL.MASONRY 02/01/2016 $49.86 $10.18 $19.14 $0.00 $79.18 WATERPROOFING) 08/01/2016 $50.76 $10.18 $19.22 $0.00 $80.16 BRICKLAYERS LOCAL 3(LYNN) 02/01/2017 $51.33 $10.18 $19.22 $0.00 $80.73 -----------------------------------•-- --------------------------------- --- ------------ ------------------------------- -------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 3 of 35 I Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- BRICK/PLASTERICEMENT MASON-Loca13 Lynn Effective Date- 02/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.93 $10.18 $19.14 $0.00 $54.25 2 60 $29.92 $10.18 $19.14 $0.00 $59.24 3 70 $34.90 $10.18 $19.14 $0.00 $64.22 4 80 $39.89 $10.18 $19.14 $0.00 $69.21 5 90 $44.87 $10.18 $19.14 $0.00 $74.19 Effective Date- 08/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $25.38 $10.18 $19.22 $0.00 $54.78 2 60 $30.46 $10.18 $19.22 $0.00 $59.86 3 70 $35.53 $10.18 $19.22 $0.00 $64.93 4 80 $40.61 $10.18 $19.22 $0.00 $70.01 5 90 $45.68 $10.18 $19.22 $0.00 $75.08 - - - - - - - - - - - - --- - - - - - - - - - - - - - - - -, (Notes: '- ----- -- - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:5 BULLDOZER/GRADER/SCRAPER 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERATING ENGINEERS LOCAL a 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" CAISSON&UNDERPINNING BOTTOM MAN 12/01/2015 $36.45 $7.45 $13.75 $0.00 $57.65 LABORERS-TOUNDATIONAND MARINE 06/01/2016 $37.20 $7.45 $13.75 $0.00 $58.40 12/01/2016 $38.20 $7.45 $13.75 $0.00 $59.40 For apprentice rates see"Apprentice-LABORER" CAISSON&UNDERPINNING LABORER 12/01/2015 $35.30 $7.45 $13.75 $0.00 $56.50 LABORERS-FOUNDATION AND MARINE 06/01/2016 $36.05 $7.45 $13.75 $0.00 $57.25 12/01/2016 $37.05 $7.45 $13.75 $0.00 $58.25 For apprentice rates see"Apprentice-LABORER" CAISSON&UNDERPINNING TOP MAN 12/01/2015 $35.30 $7.45 $13.75 $0.00 $56.50 LABORERS-FOUNDATION AND MARINE 06/01/2016 $36.05 $7.45 $13.75 $0.00 $57.25 12/01/2016 $37.05 $7.45 $13.75 $0.00 $58.25 For apprentice rates see"Apprentice-LABORER" CARBIDE CORE DRILL OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-ZONE2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" ....... . --- ---- -------- -------------------- --------------- ----------------------- - -- ------------ Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 4 of 35 i Classification Effective Date Base Wage Health Pension supplemental Total Rate Unemployment CARPENTER 03/01/2016 $37.10 $9.80 $16.82 $0.00 $63.72 CARPENTERS-7.ONF.2(Eastern Massachusetts) 09/01/2016 $38.08 $9.80 $16.82 $0.00 $64.70 03/01/2017 $39.05 $9.80 $16.82 $0.00 $65.67 09/01/2017 $40.06 $9.80 $16.82 $0.00 $66.68 03/01/2018 $41.06 $9.80 $16.82 $0.00 $67.68 09/01/2018 $42.10 $9.80 $16.82 $0.00 $68.72 03/01/2019 $43.13 $9.80 $16.82 $0.00 $69.75 Apprentice- CARPENTER-Zone 2 Eastern MA Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.55 $9.80 $1.63 $0.00 $29.98 2 60 $22.26 $9.80 $1.63 $0.00 $33.69 3 70 $25.97 $9.80 $11.93 $0.00 $47.70 4 75 $27.83 $9.80 $11.93 $0.00 $49.56 5 80 $29.68 $9.80 $13.56 $0.00 $53.04 6 80 $29.68 $9.80 $13.56 $0.00 $53.04 7 90 $33.39 $9.80 $15.19 $0.00 $58.38 8 90 $33.39 $9.80 $15.19 $0.00 $58.38 Effective Date- 09/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.04 $9.80 $1.63 $0.00 $30.47 2 60 $22.85 $9.80 $1.63 $0.00 $34.28 3 70 $26.66 $9.80 $11.93 $0.00 $48.39 4 75 $28.56 $9.80 $11.93 $0.00 $50.29 5 80 $30.46 $9.80 $13.56 $0.00 $53.82 6 80 $30.46 $9.80 $13.56 $0.00 $53.82 7 90 $34.27 $9.80 $15.19 $0.00 $59.26 8 90 $34.27 $9.80 $15.19 $0.00 $59.26 - - - - - - ._._ _..._ _._... ._. ._.._ - - - - - - - - - - - - - - .- - (Notes: I '- - - - _ T _ - - - - - - - -- - - - ._.. - - - - - - Apprentice to Journeyworker Ratio:1:5 CEMENT MASONRY/PLASTERING 01/01/2016 $46.44 $10.90 $18.71 $1.30 $77.35 BRICKLAYERS LOCAL 3(LYNN) I� --------------- -- -------- ----- ----- ---------------------------------- ----- ------------------------ ------------------ Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page -- 5 of 35 I i Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- CEMENT MASONRY/PLASTERING-Eastern Mass(Lynn) Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $23.22 $10.90 $12.21 $0.00 $46.33 2 60 $27.86 $10.90 $13.71 $1.30 $53.77 3 65 $30.19 $10.90 $14.71 $1.30 $57.10 4 70 $32.51 $10.90 $15.71 $1.30 $60.42 5 75 $34.83 $10.90 $16.71 $1.30 $63.74 6 80 $37.15 $10.90 $17.71 $1.30 $67.06 7 90 $41.80 $10.90 $18.71 $1.30 $72.71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Notes: Steps 3,4 are 500 hrs.All other steps are 1,000 hrs. - - - - - - - - - - - - - - - - - - - - - - - - - -- - Apprentice to Journeyworker Ratio:1:3 CHAIN SAW OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-ZONE2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" CLAM SHELLS/SLURRY BUCKETSMEADING MACHINES 12/01/2015 $44.73 $10.00 $14.90 $0.00 $69.63 OPERATING ENGINEERS LOCAL 4 06/01/2016 $45.48 $10.00 $14.90 $0.00 $70.38 12/01/2016 $46.73 $10.00 $14.90 $0.00 $71.63 06/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 12/01/2017 $48.73 $10.00 $14.90 $0.00 $73.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" COMPRESSOR OPERATOR 12/01/2015 $30.13 $10.00 $14.90 $0.00 $55.03 OPERA77NG ENGINEERS LOCAL,4 06/01/2016 $30.65 $10.00 $14.90 $0.00 $55.55 12/01/2016 $31.52 $10.00 $14.90 $0.00 $56.42 06/01/2017 $32.21 $10.00 $14.90 $0.00 $57.11 12/01/2017 $32.90 $10.00 $14.90 $0.00 $57.80 For apprentice rates see"Apprentice-OPERATING ENGINEERS" DELEADER(BRIDGE) 01/01/2016 $49.51 $7.85 $16.10 $0.00 $73.46 PALNTERSLOCAL 35-7.ONE 2 07/01/2016 $50.46 $7.85 $16.10 $0.00 $74.41 01/01/2017 $51.41 $7.85 $16.10 $0.00 $75.36 -------------- ---- - ------------------- ----------------------------- ----------------------------I- --- ------ Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 6 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER Local 35 -BRIDGES/TANKS Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.76 $7.85 $0.00 $0.00 $32.61 2 55 $27.23 $7.85 $3.66 $0.00 $38.74 3 60 $29.71 $7.85 $3.99 $0.00 $41.55 4 65 $32.18 $7.85 $4.32 $0.00 $44.35 5 70 $34.66 $7.85 $14.11 $0.00 $56.62 6 75 $37.13 $7.85 $14.44 $0.00 $59.42 7 80 $39.61 $7.85 $14.77 $0.00 $62.23 8 90 $44.56 $7.85 $15.44 $0.00 $67.85 Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $25.23 $7.85 $0.00 $0.00 $33.08 2 55 $27.75 $7.85 $3.66 $0.00 $39.26 3 60 $30.28 $7.85 $3.99 $0.00 $42.12 4 65 $32:80 $7.85 $4.32 $0.00 $44.97 5 70 $35.32 $7.85 $14.11 $0.00 $57.28 6 75 $37.85 $7.85 $14.44 $0.00 $60.14 7 80 $40.37 $7.85 $14.77 $0.00 $62.99 8 90 $45.41 $7.85 $15.44 $0.00 $68.70 - - - - - - _.._ ._._ - - - - - - - - - - - - - - ,_ ._..._ - - - (Notes: Steps are 750 hrs. __._ - - - - - - - - - -- - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:I:I DEMO:ADZEMAN 12/01/2015 $35.50 $7.45 $13.55 $0.00 $56.50 LABORERS-ZONF_2 For apprentice rates see"Apprentice-LABORER" DEMO:BACKHOE/LOADER/HAMMER OPERATOR 12/01/2015 $36.50 $7.45 $13.55 $0.00 $57.50 LABORERS-ZONE2 For apprentice rates see"Apprentice-LABORER" DEMO:BURNERS 12/01/2015 $36.25 $7.45 $13.55 $0.00 $57.25 LABORERS-7.ONF2 For apprentice rates see"Apprentice-LABORER" DEMO:CONCRETE CUTTER/SAWYER 12/01/2015 $36.50 $7.45 $13.55 $0.00 $57.50 LABORERS-7.ONE 2 For apprentice rates see"Apprentice-LABORER" DEMO:JACKHAMMER OPERATOR 12/01/2015 $36.25 $7.45 $13.55 $0.00 $57.25 LABORERS-7.ONF2 For apprentice rates see"Apprentice-LABORER" DEMO:WRECKING LABORER 12/01/2015 $35.50 $7.45 $13.55 $0.00 $56.50 LABORERS-ZONA;2 For apprentice rates see"Apprentice-LABORER" ---------- --------------------------- ------ ------------------------------------------- ------------------------------------ -------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 7 of 35 I Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment DIRECTIONAL DRILL MACHINE OPERATOR 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERA7ING ENGINEERS LOCAL d 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" DIVER 08/01/2015 $58.86 $9.80 $19.23 $0.00 $87.89 PILE DRIVER LOCAL 56(ZONE 1) For apprentice rates see"Apprentice-PILE DRIVER" DIVER TENDER 08/01/2015 $42.04 $9.80 $19.23 $0.00 $71.07 PILE DRIVER LOCAL 56(ZONE 1) For apprentice rates see"Apprentice-PILE DRIVER" DIVER TENDER(EFFLUENT) 08/01/2015 $63.06 $9.80 $19.23 $0.00 $92.09 PILE DRIVER LOCAL 56(ZONE 1) For apprentice rates see"Apprentice-PILE DRIVER" DIVER/SLURRY(EFFLUENT) 08/01/2015 $88.23 $9.80 $19.23 $0.00 $117.26 PILE DRIVER LOCAL 56(ZONE 1) For apprentice rates see"Apprentice-PILE DRIVER" DRAWBRIDGE OPERATOR(Construction) 03/01/2016 $46.17 $13.00 $16.39 $0.00 $75.56 ELECTRICIANS LOCAL 103 For apprentice rates see"Apprentice-ELECTRICIAN" ELECTRICIAN 03/01/2016 $46.17 $13.00 $16.39 $0.00 $75.56 ELECMICIANS LOCAL 103 Apprentice ELECTRICIAN-Local 103 Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $18.47 $13.00 $0.55 $0.00 $32.02 2 40 $18.47 $13.00 $0.55 $0.00 $32.02 3 45 $20.78 $13.00 $12.34 $0.00 $46.12 4 45 $20.78 $13.00 $12.34 $0.00 $46.12 5 50 $23.09 $13.00 $12.71 $0.00 $48.80 6 55 $25.39 $13.00 $13.07 $0.00 $51.46 7 60 $27.70 $13.00 $13.44 $0.00 $54.14 8 65 $30.01 $13.00 $13.81 $0.00 $56.82 9 70 $32.32 $13.00 $14.18 $0.00 $59.50 10 75 $34.63 $13.00 $14.55 $0.00 $62.18 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes:: App Prior 1/1/03;30/35/40/45/50/55/65/70/75/80 - - - -- - - - - - - - - - - - - - - - -- - - - - - - Apprentice to Journeyworker Ratio:2:3*** ELEVATOR CONSTRUCTOR 01/01/2016 $54.53 $14.43 $14.96 $0.00 $83.92 ELEVATOR CONSTRUCTORS LOCAL 4 01/01/2017 $55.86 $15.28 $15.71 $0.00 $86.85 - -------- -------------------- ----------------------- ---------- --------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 8 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- ELEVATOR CONSTRUCTOR-Local 4 Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $27.27 $14.43 $0.00 $0.00 $41.70 2 55 $29.99 $14.43 $14.96 $0.00 $59.38 3 65 $35.44 $14.43 $14.96 $0.00 $64.83 4 70 $38.17 $14.43 $14.96 $0.00 $67.56 5 80 $43.62 $14.43 $14.96 $0.00 $73.01 Effective Date- 01/01/2017 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $27.93 $15.28 $0.00 $0.00 $43.21 2 55 $30.72 $15.28 $15.71 $0.00 $61.71 3 65 $36.31 $15.28 $15.71 $0.00 $67.30 4 70 $39.10 $15.28 $15.71 $0.00 $70.09 5 80 $44.69 $15.28 $15.71 $0.00 $75.68 - - - --- - - - - - - - - - - - - - - - - - - - - - - - �Notes: ` Steps 1-2 are 6 mos.;Steps 3-5 are 1 year I Apprentice to Journeyworker Ratio:1:1 ELEVATOR CONSTRUCTOR HELPER 01/01/2016 $38.17 $14.43 $14.96 $0.00 $67.56 ELEVATOR CONSTRUCTORS LOCAL 4 01/01/2017 $39.10 $15.28 $15.71 $0.00 $70.09 For apprentice rates see"Apprentice-ELEVATOR CONSTRUCTOR" FENCE&GUARD RAIL ERECTOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-7.ONE2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" FIELD ENG.INST.PERSON-BLDG,SITE,HVY/HWY 11/01/2015 $40.49 $10.00 $14.55 $0.00 $65.04 OPERATING ENGINEERS LOCAL 4 05/01/2016 $41.38 $10.00 $14.55 $0.00 $65.93 11/01/2016 $41.97 $10.00 $14.55 $0.00 $66.52 05/01/2017 $42.85 $10.00 $14.55 $0.00 $67.40 11/01/2017 $43.58 $10.00 $14.55 $0.00 $68.13 05/01/2018 $44.29 $10.00 $14.55 $0.00 $68.84 For apprentice rates see"Apprentice-OPERATING ENGINEERS" FIELD ENGYARTY CHIEF-BLDG,SITE,HVY/HWY 11/01/2015 $41.93 $10.00 $14.55 $0.00 $66.48 OPERATING ENGINEERS LOCAL 4 05/01/2016 $42.82 $10.00 $14.55 $0.00 $67.37 11/01/2016 $43.42 $10.00 $14.55 $0.00 $67.97 05/01/2017 $44.31 $10.00 $14.55 $0.00 $68.86 11/01/2017 $45.04 $10.00 $14.55 $0.00 $69.59 05/01/2018 $45.76 $10.00 $14.55 $0.00 $70.31 For apprentice rates see"Apprentice-OPERATING ENGINEERS" ----- ---------- ------------ ------------------------------------------- -------------------- -- --- --------------------.......- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 9 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment FIELD ENG.ROD PERSON-BLDG,SITE,HVY/HWY 11/01/2015 $21.71 $10.00 $14.55 $0.00 $46.26 OPERATING ENGINEERS LOCAL d 05/01/2016 $22.23 $10.00 $14.55 $0.00 $46.78 11/01/2016 $22.58 $10.00 $14.55 $0.00 $47.13 05/01/2017 $23.11 $10.00 $14.55 $0.00 $47.66 11/01/2017 $23.53 $10.00 $14.55 $0.00 $48.08 05/01/2018 $23.96 $10.00 $14.55 $0.00 $48.51 For apprentice rates see"Apprentice-OPERATING ENGINEERS" FIRE ALARM INSTALLER 03/01/2016 $46.17 $13.00 $16.39 $0.00 $75.56 EL1,70RICIANS LOCAL 103 For apprentice rates see"Apprentice-ELECTRICIAN" FIRE ALARM REPAIR/MAINTENANCE 03/01/2016 $34.63 $13.00 $14.55 $0.00 $62.18 /COMMISSIONINGELECTRiciANs LOCAL 103 For apprentice rates see"Apprentice-TELECOMMUNICATIONS TECHNICIAN" FIREMAN(ASST.ENGINEER) 12/01/2015 $36.34 $10.00 $14.90 $0.00 $61.24 OP1iRATING ENGINEERS LOCAL 4 06/01/2016 $36.96 $10.00 $14.90 $0.00 $61.86 12/01/2016 $38.00 $10.00 $14.90 $0.00 $62.90 06/01/2017 $38.84 $10.00 $14.90 $0.00 $63.74 12/01/2017 $39.67 $10.00 $14.90 $0.00 $64.57 For apprentice rates see"Apprentice-OPERATING ENGINEERS" FLAGGER&SIGNALER 12/01/2015 $20.50 $7.45 $12.65 $0.00 $40.60 LABORERS-7.ONE2 06/01/2016 $20.50 $7.45 $12.65 $0.00 $40.60 12/01/2016 $20.50 $7.45 $12.65 $0.00 $40.60 For apprentice rates see"Apprentice-LABORER" FLOORCOVERER 03/01/2016 $42.13 $9.80 $17.62 $0.00 $69.55 FLOORCOVF.RERS LOCAL 2168 ZON1iI Apprentice FLOORCOVERER-Local 2168 Zone/ Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $21.07 $9.80 $1.79 $0.00 $32.66 2 55 $23.17 $9.80 $1.79 $0.00 $34.76 3 60 $25.28 $9.80 $12.25 $0.00 $47.33 4 65 $27.38 $9.80 $12.25 $0.00 $49.43 5 70 $29.49 $9.80 $14.04 $0.00 $53.33 6 75 $31.60 $9.80 $14.04 $0.00 $55.44 7 80 $33.70 $9.80 $15.83 $0.00 $59.33 8 85 $35.81 $9.80 $15.83 $0.00 $61.44 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: Steps are 750 hrs. �- - - -- - - -- - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:1 ------------ --------- ----------------------- - -- -------------------- ----- ----- - - - ..... - - ---------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 10 of 35 i Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment FORK LIFT/CHERRY PICKER 12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPERATING ENGINEERS LOCAL 4 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90 $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" GENERATOR/LIGHTING PLANT/HEATERS 12/01/2015 $30.13 $10.00 $14.90 $0.00 $55.03 OPERATING ENGINEERS LOCAL 4 06/01/2016 $30.65 $10.00 $14.90 $0.00 $55.55 12/01/2016 $31.52 $10.00 $14.90 $0.00 $56.42 06/01/2017 $32.21 $10.00 $14.90 $0.00 $57.11 12/01/2017 $32.90 $10.00 $14.90 $0.00 $57.80 For apprentice rates see"Apprentice-OPERATING ENGINEERS" GLAZIER(GLASS PLANK/AIR BARRIER/INTERIOR 01/01/2016 $39.01 $7.85 $16.10 $0.00 $62.96 SYSTEMS) GLA71ERSLOCAL 35(7ONr:2) 07/01/2016 $39.96 $7.85 $16.10 $0.00 $63.91 01/01/2017 $40.91 $7.85 $16.10 $0.00 $64.86 Apprentice- GLAZIER-Local 35 Zone 2 Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.51 $7.85 $0.00 $0.00 $27.36 2 55 $21.46 $7.85 $3.66 $0.00 $32.97 3 60 $23.41 $7.85 $3.99 $0.00 $35.25 4 65 $25.36 $7.85 $4.32 $0.00 $37.53 5 70 $27.31 $7.85 $14.11 $0.00 $49.27 6 75 $29.26 $7.85 $14.44 $0.00 $51.55 7 80 $31.21 $7.85 $14.77 $0.00 $53.83 8 90 $35.11 $7.85 $15.44 $0.00 $58.40 Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.98 $7.85 $0.00 $0.00 $27.83 2 55 $21.98 $7.85 $3.66 $0.00 $33.49 3 60 $23.98 $7.85 $3.99 $0.00 $35.82 4 65 $25.97 $7.85 $4.32 $0.00 $38.14 5 70 $27.97 $7.85 $14.11 $0.00 $49.93 6 75 $29.97 $7.85 $14.44 $0.00 $52.26 7 80 $31.97 $7.85 $14.77 $0.00 $54.59 8 90 $35.96 $7.85 $15.44 $0.00 $59.25 - - - - - - _ _.._. - . _ - - - - - - - - - - - - - - - -., Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:l:l --------------------- - ----------------------------------- ------ -------------------- ------------- -------------------------- ---- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 11 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment HOISTING ENGINEER/CRANES/GRADALLS 12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPERATING 8NG1Ns1iRS LOCAL 4 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90 $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 Apprentice- OPERATING ENGINEERS-Local 4 Effective Date- 12/01/2015 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 55 $24.05 $10.00 $0.00 $0.00 $34.05 2 60 $26.24 $10.00 $14.90 $0.00 $51.14 3 65 $28.42 $10.00 $14.90 $0.00 $53.32 4 70 $30.61 $10.00 $14.90 $0.00 $55.51 5 75 $32.80 $10.00 $14.90 $0.00 $57.70 6 80 $34.98 $10.00 $14.90 $0.00 $59.88 7 85 $37.17 $10.00 $14.90 $0.00 $62.07 8 90 $39.36 $10.00 $14.90 $0.00 $64.26 Effective Date- 06/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 55 $24.46 $10.00 $0.00 $0.00. $34.46 2 60 $26.69 $10.00 $14.90 $0.00 $51.59 3 65 $28.91 $10.00 $14.90 $0.00 $53.81 4 70 $31.14 $10.00 $14.90 $0.00 $56.04 5 75 $33.36 $10.00 $14.90 $0.00 $58.26 6 80 $35.58 $10.00 $14.90 $0.00 $60.48 7 85 $37.81 $10.00 $14.90 $0.00 $62.71 8 90 $40.03 $10.00 $14.90 $0.00 $64.93 - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Notes: -- ----- - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:6 HVAC(DUCTWORK) 02/01/2016 $43.31 $10.70 $21.95 $2.28 $78.24 SH1iETMETAL WORKEMS LOCAL 17-A 08/01/2016 $44.46 $10.70 $21.95 $2.28 $79.39 02/01/2017 $45.56 $10.70 $21.95 $2.28 $80.49 08/01/2017 $46.66 $10.70 $21.95 $2.28 $81.59 02/01/2018 $47.81 $10.70 $21.95 $2.28 $82.74 For apprentice rates see"Apprentice-SHEET METAL WORKER" HVAC(ELECTRICAL CONTROLS) 03/01/2016 $46.17 $13.00 $16.39 $0.00 $75.56 ELECTRIC/ANS LOCAL,103 For apprentice rates see"Apprentice-ELECTRICIAN' ---- -------- ------------------ --------------------------- ----------- ---- --------------------------------------------- -- .---- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 12 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment HVAC(TESTING AND BALANCING-AIR) 02/01/2016 $43.31 $10.70 $21.95 $2.28 $78.24 SHEFTMFTAL WORKERS LOCAL 17-A 08/01/2016 $44.46 $10.70 $21.95 $2.28 $79.39 02/01/2017 $45.56 $10.70 $21.95 $2.28 $80.49 08/01/2017 $46.66 $10.70 $21.95 $2.28 $81.59 02/01/2018 $47.81 $10.70 $21.95 $2.28 $82.74 For apprentice rates see"Apprentice-SHEET METAL WORKER" HVAC(TESTING AND BALANCING WATER) 03/01/2016 $46.86 $9.70 $16.14 $0.00 $72.70 P/P/iFIITliRS/,OCAI,537(Local 138) 09/01/2016 $47.86 $9.70 $16.14 $0.00 $73.70 03/01/2017 $48.86 $9.70 $16.14 $0.00 $74.70 For apprentice rates see"Apprentice-PIPEFITTER"or"PLUMBER/PIPEFITTER" HVAC MECHANIC 03/01/2016 $46.86 $9.70 $16.14 $0.00 $72.70 PIPF.FITTFRSLOCAL 537(Local 138) 09/01/2016 $47.86 $9.70 $16.14 $0.00 $73.70 03/01/2017 $48.86 $9.70 $16.14 $0.00 $74.70 For apprentice rates see"Apprentice-PIPEFITTER"or"PLUMBER/PIPEFITTER" HYDRAULIC DRILLS 12/01/2015 $31.90 $7.45 $12.65 $0.00 $52.00 LABORERS-7.ONF2 06/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 12/01/2016 $33:15 $7.45 $12.65 $0.00 $53.25 For apprentice rates see"Apprentice-LABORER" INSULATOR(PIPES&TANKS) 09/01/2015 $43.81 $11.50 $13.80 $0.00 $69.11 HEAT&FROST INS UI.ATORS LOCAL 6(BOSTON) 09/01/2016 $45.81 $11.50 $1.3.80 $0.00 $71.1.1 09/01/2017 $47.81 $11.50 $13.80 $0.00 $73.11 09/01/2018 $50.06 $11.50 $13.80 $0.00 $75.36 09/01/2019 $52.56 $11.50 $13.80 $0.00 $77.86 Apprentice- ASBESTOS INSULATOR(Pipes&Tanks)-Local 6 Boston Effective Date- 09/01/20.15 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $21.91 $11.50 $10.05 $0.00 $43.46 2 60 $26.29 $11.50 $10.80 $0.00 $48.59 3 70 $30.67 $11.50 $11.55 $0.00 $53.72 4 80 $35.05 $11.50 $12.30 $0.00 $58.85 Effective Date- 09/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $22.91 $11.50 $10.05 $0.00 $44.46 2 60 $27.49 $11.50 $10.80 $0.00 $49.79 3 70 $32.07 $11.50 $11.55 $0.00 $55.12 4 80 $36.65 $11.50 $12.30 $0.00 $60.45 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -z (Notes: Steps are 1 year Apprentice to Journeyworker Ratio:1:4 ---- ---------------- -- -- ------------------------------- ---- ----------- -- ---------- ------------------- ---------------------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 13 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment IRONWORKER/WELDER 09/16/2015 $37.99 $7.80 $20.85 $0.00 $66.64 IRONWORKERS LOCAL 7(1AWIMNCEARr•A) 03/16/2016 $38.99 $7.80 $20.85 $0.00 $67.64 09/16/2016 $39.64 $7.80 $20.85 $0.00 $68.29 03/16/2017 $40.24 $7.80 $20.85 $0.00 $68.89 Apprentice- IRONWORKER-Local 7 Lawrence Effective Date- 09/16/2015 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $22.79 $7.80 $20.85 $0.00 $51.44 2 70 $26.59 $7.80 $20.85 $0.00 $55.24 3 75 $28.49 $7.80 $20.85 $0.00 $57.14 4 80 $30.39 $7.80 $20.85 $0.00 $59.04 5 85 $32.29 $7.80 $20.85 $0.00 $60.94 6 90 $34.19 $7.80 $20.85 $0.00 $62.84 Effective Date- 03/16/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $23.39 $7.80 $20.85 $0.00 $52.04 2 70 $27.29 $7.80 $20.85 $0.00 $55.94 3 75 $29.24 $7.80 $20.85 $0.00 $57.89 4 80 $31.19 $7.80 $20.85 $0.00 $59.84 5 85 $33.14 $7.80 $20.85 $0.00 $61.79 6 90 $35.09 $7.80 $20.85 $0.00 $63.74 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'Notes: ' Structural 1:6;Ornamental 1:4 - - - ---- - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio: - JACKHAMMER&PAVING BREAKER OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-7.ONE2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" LABORER 12/01/2015 $31.15 $7.45 $12.65 $0.00 $51.25 LABORENS-7.ONE 2 06/01/2016 $31.65 $7.45 $12.65 $0.00 $51.75 12/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 ------- -------------------------- ----- ------------ --------------------- -.--------------------------- --------- --------- -_ Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 14 of 35 Classification Effective Date Base Wage Health Pension supplemental Total Rate Unemployment Apprentice- LABORER-Zone 2 Effective Date- 12/01/2015 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $18:69 $7.45 $12.65 $0.00 $38.79 2 70 $21.81 $7.45 $12.65 $0.00 $41:91 3 80 $24.92 $7.45 $12.65 $0.00 $45.02 4 90 $28.04 $7.45 $12.65 $0.00 $48.14 Effective Date- 06/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $18.99 $7.45 $12.65 $0.00 $39.09 2 70 $22.16 $7.45 $12.65 $0.00 $42.26 3 80 $25.32 $7.45 $12.65 $0.00 $45.42 4 90 $28.49 $7.45 $12.65 $0.00 $48.59 - - - - - - - _._.. ...._ ....._ - - - - - - - - - - - _.._. - - - - - (Notes: Apprentice to Journeyworker Ratio:1:5 - - - --- - -- - LABORER:CARPENTER TENDER 12/01/2015 $31.15 $7.45 $12.65 $0.00 $51.25 LABORERS-7_ONF.2 06/01/2016 $31.65 $7.45 $12.65 $0.00 $51.75 12/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 For apprentice rates see"Apprentice-LABORER" LABORER:CEMENT FINISHER TENDER 12/01/2015 $31.15 $7.45 $12.65 $0.00 $51.25 LABORERS-7.ONE2 .06/01/2016 $31.65 $7.45 $12.65 $0.00 $51.75 12/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 For apprentice rates see"Apprentice-LABORER" LABORER:HAZARDOUS WASTE/ASBESTOS REMOVER 12/01/2015 $31.35 $7.45 $12.60 $0.00 $51.40 LABORERS-7ONE2 For apprentice rates see"Apprentice-LABORER" LABORER:MASON TENDER 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORISMS-70NE 2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" LABORER:MULTI-TRADE TENDER 12/01/2015 $31.15 $7.45 $12.65 $0.00 $51.25 LABORERS-70NE•2 06/01/2016 $31.65 $7.45 $12.65 $0.00 $51.75 12/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 For apprentice rates see"Apprentice-LABORER" LABORER:TREE REMOVER 12/01/2015 $31.15 $7.45 $12.65 $0.00 $51.25 LABORr_Rs-zoNEz 06/01/2016 $31.65 $7.45 $12.65 $0.00 $51.75 12/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 This classification applies to all tree work associated with the removal of standing trees,and trimming and removal of branches and limbs when the work is not done for a utility company for the purpose of operation,maintenance or repair of utility company equipment.For apprentice rates see"Apprentice-LABORER" LASER BEAM OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORLRS-7ONF2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" ---------------------------- -------------------------------- -- ---- --------------------- ---------- - -- ---------- ------------------ Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 15 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment MARBLE&TILE FINISHERS 02/01/2016 $38.08 $10.18 $17.70 $0.00 $65.96 BRICKLAYERS LOCAL 3-MARBLE&TILE 08/01/2016 $38.78 $10.18 $17.78 $0.00 $66.74 02/01/2017 $39.24 $10.18 $17.78 $0.00 $67.20 Apprentice- MARBLE&TILE FINISHER-Local 3 Marble&Tile Effective Date- 02/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.04 $10.18 $17.70 $0.00 $46.92 2 60 $22.85 $10.18 $17.70 $0.00 $50.73 3 70 $26.66 $10.18 $17.70 $0.00 $54.54 4 80 $30.46 $10.18 $17.70 $0.00 $58.34 5 90 $34.27 $10.18 $17.70 $0.00 $62.15 Effective Date- 08/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.39 $10.18 $17.78 $0.00 $47.35 2 60 $23.27 $10.18 $17.78 $0.00 $51.23 3 70 $27.15 $10.18 $17.78 $0.00 $55.11 4 80 $31.02 $10.18 $17.78 $0.00 $58.98 5 90 $34.90 $10.18 $17.78 $0.00 $62.86 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: �- - - - -- - - - - - - - - - - - - - - - - - - - -- - - Apprentice to Journeyworker Ratio:1:3 MARBLE MASONS,TILELAYERS&TERRAZZO MECH 02/01/2016 $49.90 $10.18 $19.14 $0.00 $79.22 BRICKLAYERS LOCAL 3-MARBLF.&TILE 08/01/2016 $50.80 $10.18 $19.22 $0.00 $80.20 02/01/2017 $51.37 $10.18 $19.22 $0.00 $80.77 ----------- ------------------ ------------------------ ------------ ----------- --------------------------------- Issue ----------------------------- --Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 16 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- MARBLE-TILE-TERRAZZO MECHANIC-Local 3 Marble&Tile Effective Date- 02/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.95 $10.18 $19.14 $0.00 $54.27 2 60 $29.94 $10.18 $19.14 $0.00 $59.26 3 70 $34.93 $10.18 $19.14 $0.00 $64.25 4 80 $39.92 $10.18 $19.14 $0.00 $69.24 5 90 $44.91 $10.18 $19.14 $0.00 $74.23 Effective Date- 08/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $25.40 $10.18 $19.22 $0.00 $54.80 2 60 $30.48 $10.18 $19.22 $0.00 $59.88 3 70 $35.56 $10.18 $19.22 $0.00 $64.96 4 80 $40.64 $10.18 $19.22 $0.00 $70.04 5 90 $45.72 $10.18 $19.22 $0.00 $75.12 I- - - ___. _. - - - - - - - - - - - - - - - - - - - - - - !lNotes: I ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:5 MECH.SWEEPER OPERATOR(ON CONST.SITES) 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERATING ENGINFERS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" MECHANICS MAINTENANCE 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPF_RATING FNGINFFRS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" MILLWRIGHT(Zone 2) 04/01/2015 $34.69 $9.80 $16.21 $0.00 $60.70 MILLWRIGH7SLOCAL 1121-7.one2 i ----------- ----- --- -------------------------------------- ------- - -- ------------------ -- --------------- -------------- li Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 17 of 35 i i Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice MILLWRIGHT-Local 1121 Zone 2 Effective Date- 04/01/2015 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 55 $19.08 $9.80 $4.48 $0.00 $33.36 2 65 $22.55 $9.80 $13.36 $0.00 $45.71 3 75 $26.02 $9.80 $14.18 $0.00 $50.00 4 85 $29.49 $9.80 $14.99 $0.00 $54.28 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: Steps are 2,000 hours Apprentice to Journeyworker Ratio-i.5 MORTAR MIXER 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LAHOMYRS-7.ON1Y2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" OILER(OTHER THAN TRUCK CRANES,GRADALLS) 12/01/2015 $22.27 $10.00 $14.90 $0.00 $47.17 OPFRA TING FNGINFFRS LOCAL 4 06/01/2016 $22.66 $10.00 $14.90 $0.00 $47.56 12/01/2016 $23.31 $10.00 $14.90 $0.00 $48.21 06/01/2017 $23.82 $10.00 $14.90 $0.00 $48.72 12/01/2017 $24.34 $10.00 $14.90 $0.00 $49.24 For apprentice rates see"Apprentice-OPERATING ENGINEERS" OILER(TRUCK CRANES,GRADALLS) 12/01/2015 $26.08 $10.00 $14.90 $0.00 $50.98 OPERATING FNGINFERS LOCAL 9 06/01/2016 $26.54 $10.00 $14.90 $0.00 $51.44 12/01/2016 $27.29 $10.00 $14.90 $0.00 $52.19 06/01/2017 $27.89 $10.00 $14.90 $0.00 $52.79 12/01/2017 $28.50 $10.00 $14.90 $0.00 $53.40 For apprentice rates see"Apprentice-OPERATING ENGINEERS" OTHER POWER DRIVEN EQUIPMENT-CLASS II 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERA77NG ENGINFFRS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" PAINTER(BRIDGES/TANKS) 01/01/2016 $49.51 $7.85 $16.10 $0.00 $73.46 11AIN7I.�RS LOCAL 35-ZONI:2 07/01/2016 $50.46 $7.85 $16.10 $0.00 $74.41 01/01/2017 $51.41 $7.85 $16.10 $0.00 $75.36 -------- -------------- - ----------- - ------------------------ --- - --------------- ------------------- ------ ...... Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 18 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER Local 35 -BRIDGES/TANKS Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.76 $7.85 $0.00 $0.00 $32.61 2 55 $27.23 $7.85 $3.66 $0.00 $38.74 3 60 $29.71 $7.85 $3.99 $0.00 $41.55 4 65 $32.18 $7.85 $4.32 $0.00 $44.35 5 70 $34.66 $7.85 $14.11 $0.00 $56.62 6 75 $37.13 $7.85 $14.44 $0.00 $59.42 7 80 $39.61 $7.85 $14.77 $0.00 $62.23 8 90 $44.56 $7.85 $15.44 $0.00 $67.85 Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $25.23 $7.85 $0.00 $0.00 $33.08 2 55 $27.75 $7.85 $3.66 $0.00 $39.26 3 60 $30.28 $7.85 $3.99 $0.00 $42.12 4 65 $32.80 $7.85 $4.32 $0.00 $44.97 5 70 $35.32 $7.85 $14.11 $0.00 $57.28 6 75 $37.85 $7.85 $14.44 $0.00 $60.14 7 80 $40.37 $7.85 $14.77 $0.00 $62.99 8 90 $45.41 $7.85 $15.44 $0.00 $68.70 - - - - _,_._ - _..._ - ,___ .- - - - - - - - - - - ._ _. - -. - - - Notes: Steps are 750 hrs. _ _ _ _ _ Apprentice to Journeyworker Ratio:l:1 PAINTER(SPRAY OR SANDBLAST,NEW)* 01/01/2016 $40.41 $7.85 $16.10 $0.00 $64.36 *If 30%or more of surfaces to be painted are new construction, 07/01/2016 $41.36 $7.85 $16.10 $0.00 $65.31 NEW paint rate shall be used.PAIMERS LOCAL 35-7ONF 2 01/01/2017 $42.31 $7.85 $16.10 $0.00 $66.26 - --------------- ------ ---------- ------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 19 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER Local 35 Zone 2-Spray/Sandblast-New Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $20.21 $7.85 $0.00 $0.00 $28.06 2 55 $22.23 $7.85 $3.66 $0.00 $33.74 3 60 $24.25 $7.85 $3.99 $0.00 $36.09 4 65 $26.27 $7.85 $4.32 $0.00 $38.44 5 70 $28.29 $7.85 $14.11 $0.00 $50.25 6 75 $30.31 $7.85 $14.44 $0.00 $52.60 7 80 $32.33 $7.85 $14.77 $0.00 $54.95 8 90 $36.37 $7.85 $15.44 $0.00 $59.66 Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $20.68 $7.85 $0.00 $0.00 $28.53 2 55 $22.75 $7.85 $3.66 $0.00 $34.26 3 60 $24.82 $7.85 $3.99 $0.00 $36.66 4 65 $26.88 $7.85 $4.32 $0.00 $39.05 5 70 $28.95 $7.85 $14.11 $0.00 $50.91 6 75 $31.02 $7.85 $14.44 $0.00 $53.31 7 80 $33.09 $7.85 $14.77 $0.00 $55.71 8 90 $37.22 $7.85 $15.44 $0.00 $60.51 - - - - - - - - - - - - - - - - - - - - - - - - - - - - INotes: I Steps are 750 hrs. - - -- -- - - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:1 PAINTER(SPRAY OR SANDBLAST,REPAINT) 01/01/2016 $38.47 $7.85 $16.10 $0.00 $62.42 PAINTERS LOCAL 35-ZONE 2 07/01/2016 $39.42 $7.85 $16.10 $0.00 $63.37 01/01/2017 $40.37 $7.85 $16.10 $0.00 $64.32 -------------------------------_-------------------- -- ---------- --------- - -------------- ------------------------ ----- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 20 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER Local 35 Zone 2-Spray/Sandblast-Repaint Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.24 $7.85 $0.00 $0.00 $27.09 2 55 $21.16 $7.85 $3.66 $0.00 $32.67 3 60 $23.08 $7.85 $3.99 $0.00 $34.92 4 65 $25.01 $7.85 $4.32 $0.00 $37.18 5 70 $26.93 $7.85 $14.11 $0.00 $48.89 6 75 $28.85 $7.85 $14.44 $0.00 $51.14 7 80 $30.78 $7.85 $14.77 $0.00 $53.40 8 90 $34.62 $7.85 $15.44 $0.00 $57.91 Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.71 $7.85 $0.00 $0.00 $27.56 2 55 $21.68 $7.85 $3.66 $0.00 $33.19 3 60 $23.65 $7.85 $3.99 $0.00 $35.49 4 65 $25.62 $7.85 $4.32 $0.00 $37.79 5 70 $27.59 $7.85 $14.11 $0.00 $49.55 6 75 $29.57 $7.85 $14.44 $0.00 $51.86 7 80 $31.54 $7.85 $14.77 $0.00 $54.16 8 90 $35.48 $7.85 $15.44 $0.00 $58.77 - - - - - - - - - _ _.._ - ._.-._ - - - - - - - - - - - - - - (Notes: Steps are 750 hrs. f - - - - - - - - - - - - - - - - - - - - - - - - - - - - -! Apprentice to Journeyworker Ratio:1:1 PAINTER(TRAFFIC MARKINGS) 12/01/2015 $31.15 $7.45 $12.65 $0.00 $51.25 LABORFRS-7ONF2 06/01/2016 $31.65 $7.45 $12.65 $0.00 $51.75 12/01/2016 $32.40 $7.45 $12.65 $0.00 $52.50 For Apprentice rates see"Apprentice-LABORER" PAINTER/TAPER(BRUSH,NEW)* 01/01/2016 $39.01 $7.85 $16.10 $0.00 $62.96 *If 30%or more of surfaces to be painted are new construction, 07/01/2016 $39.96 $7.85 $16.10 $0.00 $63.91 NEW paint rate shall be used.PAINTFRS LOCAL 35-ZONE 2 01/01/2017 $40.91 $7.85 $16.10 $0.00 $64.86 -- ----- ------------------------ ---- -- --------------------- - -------------- - ---------- ------------------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 21 of 35 1 mental Effective Date Base Wage Health Pension Suppe Total Rate Classificationg Unemployment Apprentice- PAINTER-Local 35 Zone 2-BRUSHNEW Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.51 $7.85 $0.00 $0.00 $27.36 2 55 $21.46 $7.85 $3.66 $0.00 $32.97 3 60 $23.41 $7.85 $3.99 $0.00 $35.25 4 65 $25.36 $7.85 $4.32 $0.00 $37.53 5 70 $27.31 $7.85 $14.11 $0.00 $49.27 6 75 $29.26 $7.85 $14.44 $0.00 $51.55 7 80 $31.21 $7.85 $14.77 $0.00 $53.83 8 90 $35.11 $7.85 $15.44 $0.00 $58.40 I Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.98 $7.85 $0.00 $0.00 $27.83 2 55 $21.98 $7.85 $3.66 $0.00 $33.49 3 60 $23.98 $7.85 $3.99 $0.00 $35.82 4 65 $25.97 $7.85 $4.32 $0.00 $38.14 5 70 $27.97 $7.85 $14.11 $0.00 $49.93 6 75 $29.97 $7.85 $14.44 $0.00 $52.26 7 80 $31.97 $7.85 $14.77 $0.00 $54.59 8 90 $35.96 $7.85 $15.44 $0.00 $59.25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: Steps are 750 hrs. �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:]:1 PAINTER/TAPER(BRUSH,REPAINT) 01/01/2016 $37.07 $7.85 $16.10 $0.00 $61.02 PA1N713R S LOCAL 35-ZONI31 07/01/2016 $38.02 $7.85 $16.10 $0.00 $61.97 01/01/2017 $38.97 $7.85 $16.10 $0.00 $62.92 ------------------- -- ---------- ---------- --- -- -------- - ---------- ---------------- -- ---------- --------- -- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 22 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER Local 35 Zone 2-BRUSH REPAINT Effective Date- 01/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.54 $7.85 $0.00 $0.00 $26.39 2 55 $20.39 $7.85 $3.66 $0.00 $31.90 3 60 $22.24 $7.85 $3.99 $0.00 $34.08 4 65 $24.10 $7.85 $4.32 $0.00 $36.27 5 70 $25.95 $7.85 $14.11 $0.00 $47.91 6 75 $27.80 $7.85 $14.44 $0.00 $50.09 7 80 $29.66 $7.85 $14.77 $0.00 $52.28 8 90 $33.36 $7.85 $15.44 $0.00 $56.65 Effective Date- 07/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $19.01 $7.85 $0.00 $0.00 $26.86 2 55 $20.91 $7.85 $3.66 $0.00 $32.42 3 60 $22.81 $7.85 $3.99 $0.00 $34.65 4 65 $24.71 $7.85 $4.32 $0.00 $36.88 5 70 $26.61 $7.85 $14.11 $0.00 $48.57 6 75 $28.52 $7.85 $14.44 $0.00 $50.81 7 80 $30.42 $7.85 $14.77 $0.00 $53.04 8 90 $34.22 $7.85 $15.44 $0.00 $57.51 (Notes: .._,_ - - - - - - - - - - - - - -- - - - - - - - - - Steps are 750 hrs. I Apprentice to Journeyworker Ratio:I:I PANEL&PICKUP TRUCKS DRIVER 12/01/2012 $30.28 $9.07 $8.00 $0.00 $47.35 TEAMSTERS JOINT COUNCIL NO.10 7.0NE B PIER AND DOCK CONSTRUCTOR(UNDERPINNING AND 08/01/2015 $42.04 $9.80 $19.23 $0.00 $71.07 DECK) PILE DRIVER LOCAL 56(7.0NE 1) For apprentice rates see"Apprentice-PILE DRIVER" PILE DRIVER 08/01/2015 $42.04 $9.80 $19.23 $0.00 $71.07 PILE DRIVER LOCAL 56(7.ONE 1) ---------------------------- ------------------------- -.-.-------------------- - ---- -------------- ------------- ------------- ----- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 23 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PILE DRIVER-Local 56 Zone 1 Effective Date- 08/01/2015 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $21.02 $9.80 $19.23 $0.00 $50.05 2 60 $25.22 $9.80 $19.23 $0.00 $54.25 3 70 $29.43 $9.80 $19.23 $0.00 $58.46 4 75 $31.53 $9.80 $19.23 $0.00 $60.56 5 80 $33.63 $9.80 $19.23 $0.00 $62.66 6 80 $33.63 $9.80 $19.23 $0.00 $62.66 7 90 $37.84 $9.80 $19.23 $0.00 $66.87 8 90 $37.84 $9.80 $19.23 $0.00 $66.87 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: - - - - - - - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:3 PIPEFITTER&STEAMFITTER 03/01/2016 $46.86 $9.70 $16.14 $0.00 $72.70 PIPEFIITERS LOCAL,537(Local 138) 09/01/2016 $47.86 $9.70 $16.14 $0.00 $73.70 03/01/2017 $48.86 $9.70 $16.14 $0.00 $74.70 Apprentice- PIPEFITTER Local 537(Local 138) Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $18.74 $9.70 $5.50 $0.00 $33.94 2 45 $21.09 $9.70 $16.14 $0.00 $46.93 3 60 $28.12 $9.70 $16.14 $0.00 $53.96 4 70 $32.80 $9.70 $16.14 $0.00 $58.64 5 80 $37.49 $9.70 $16.14 $0.00 $63.33 Effective Date- 09/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $19.14 $9.70 $5.50 $0.00 $34.34 2 45 $21.54 $9.70 $16.14 $0.00 $47.38 3 60 $28.72 $9.70 $16.14 $0.00 $54.56 4 70 $33.50 $9.70 $16.14 $0.00 $59.34 5 80 $38.29 $9.70 $16.14 $0.00 $64.13 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: ** 1:3;3:15;1:10 thereafter/Steps are 1 yr. Refrig/AC Mechanic**1:1;1:2;2:4;3:6;4:8;5:10;6:12;7:14;8:17;9:20;10:23(Max) �- -- - -- - - - - - - - - - - - - - - - - - - - - - Apprentice -Apprentice to Journeyworker Ratio:** PIPELAYER 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORIiRS-ZONE 2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" -- ---------------------- ------ --- -------- ------------------------- -- ------------ --------- -- -------------------- -- ---- ------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 24 of 35 ClassificationSupplemental Effective Date Base Wage Health Pension Total Rate Unemployment PLUMBER 03/01/2016 $47.53 $10.82 $15.14 $0.00 $73.49 PL UMBERS&GAS17177FRS LOCAL 12(Local 138) 09/01/2016 $48.58 $10.82 $15.14 $0.00 $74.54 03/01/2017 $49.58 $10.82 $15.14 $0.00 $75.54 Apprentice- PLUMBERIGASFI7TER-Local 12(Local 138) Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $16.64 $10.82 $5.63 $0.00 $33.09 2 40 $19.01 $10.82 $6.37 $0.00 $36.20 3 55 $26.14 $10.82 $8.56 $0.00 $45.52 4 65 $30.89 $10.82 $10.03 $0.00 $51.74 5 75 $35.65 $10.82 $11.48 $0.00 $57.95 Effective Date- 09/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $17.00 $10.82 $5.63 $0.00 $33.45 2 40 $19.43 $10.82 $6.35 $0.00 $36.60 3 55 $26.72 $10.82 $8.55 $0.00 $46.09 4 65 $31.58 $10.82 $10.01 $0.00 $52.41 5 75 $36.44 $10.82 $11.48 $0.00 $58.74 _-__ - - _. .._ - - - - - - - - - - - - - - - - - - - - - - Notes: Steps are 1 yr Step 4 with lic$54.84 Step5 with lic$60.78 _ __ - - - ..._. _._. .._._ - - - - - - - - - - - - Apprentice to Jon rneyworker Ratio:1:5 PNEUMATIC CONTROLS(TEMP.) 03/01/2016 $46.86 $9.70 $16.14 $0.00 $72.70 P1P1iF1777YRS LOCAL 537(Local 138) 09/01/2016 $47.86 $9.70 $16.14 $0.00 $73.70 03/01/2017 $48.86 $9.70 $16.14 $0.00 $74.70 For apprentice rates see"Apprentice-PIPEFITTER"or"PLUMBERIPIPEFITTER" PNEUMATIC DRILL/TOOL OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORFRS-7ONF2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" POWDERMAN&BLASTER 12/01/2015 $32.15 $7.45 $12.65 $0.00 $52.25 LABORERS-7.ONIi2 06/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 12/01/2016 $33.40 $7.45 $12.65 $0.00 $53.50 For apprentice rates see"Apprentice-LABORER" POWER SHOVEL/DERRICK/TRENCHING MACHINE 12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPFRA77NG FNGINF.F_RS LOCAL 4 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90, $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" ----------------------------- ---------- --------------------- ----- - --------------------- --------------- --------- ------------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 25 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment PUMP OPERATOR(CONCRETE) 12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPERATING ENGINEERS'LOCAL 4 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90 $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" PUMP OPERATOR(DEWATERING,OTHER) 12/01/2015 $30.13 $10.00 $14.90 $0.00 $55.03 OPPWA7YNG ENGINIiIiRS LOCAL 4 06/01/2016 $30.65 $10.00 $14.90 $0.00 $55.55 12/01/2016 $31.52 $10.00 $14.90 $0.00 $56.42 06/01/2017 $32.21 $10.00 $14.90 $0.00 $57.11 12/01/2017 $32.90 $10.00 $14.90 $0.00 $57.80 For apprentice rates see"Apprentice-OPERATING ENGINEERS" READY-MIX CONCRETE DRIVER 11/01/2015 $22.78 $8.49 $9.89 $0.00 $41.16 T/iAMSTrld LOCAL 42 04/30/2016 $22.78 $8.49 $10.25 $0.00 $41.52 05/01/2016 $24.15 $8.49 $10.68 $0.00 $43.32 04/30/2017 $24.15 $8.49 $11.07 $0.00 $43.71 05/01/2017 $24.21 $8.49 $11.54 $0.00 $44.24 04/30/2018 $24.21 $8.49 $11.96 $0.00 $44.66 05/01/2018 $24.24 $8.49 $12.46 $0.00 $45.19 04/30/2019 $24.24 $8.49 $12.92 $0.00 $45.65 RECLAIMERS 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPrJ?A7YNGCNGINrrRSLOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" RESIDENTIAL WOOD FRAME(All Other Work) 04/01/2011 $24.24 $8.67 $15.51 $0.00 $48.42 CARPENTERS-7.0NE 1(Residential Wood) RESIDENTIAL WOOD FRAME CARPENTER** 05/01/2011 $24.24 $6.34 $6.23 $0.00 $36.81 **The Residential Wood Frame Carpenter classification applies only to the construction of new,wood frame residences that do not exceed four stories including the basement.CARPENTl RS-70NE 2(Residential Wood) As of 9/1/09 Carpentry work on wood-frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate. ----------------- ------ -- --------- -------- - --------------- ------------- -- ------------ ---------------- -- ----------- -- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 26 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- CARPENTER(Residential Wood Frame)-Zone 2 Effective Date- 05/01/2011 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $14.54 $6.34 $0.00 $0.00 $20.88 2 60 $14.54 $6.34 $6.23 $0.00 $27.11 3 65 $15.76 $6.34 $6.23 $0.00 $28.33 4 70 $16.97 $6.34 $6.23 $0.00 $29.54 5 75 $18.18 $6.34 $6.23 $0.00 $30.75 6 80 $19.39 $6.34 $6.23 $0.00 $31.96 7 85 $20.60 $6.34 $6.23 $0.00 $33.1.7 8 90 $21.82 $6.34 $6.23 $0.00 $34.39 - - - - - _._.. ..._ _.._ - _._.. ..- _., _.._ ___. - - - - - - - - - - - -_ (Notes: f - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:5 RIDE-ON MOTORIZED BUGGY OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-70NE2 06/01/2016 $31.90 $7.45 $12.65 $0.00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 .$52.75 For apprentice rates see"Apprentice-LABORER" ROLLER/SPREADER/MULCHING MACHINE 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERATING ENGINEERS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" ROOFER(Inc.Roofer Waterproofng&RooferDamproofg) 02/01/2016 $40.11 $11.00 $12.90 $0.00 $64.01 ROOFERS LOCAL,33 Apprentice- ROOFER-Local 33 Effective Date- 02/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $20.06 $11.00 $3.39 $0.00 $34.45 2 60 $24.07 $11.00 $12.90 $0.00 $47.97 3 65 $26.07 $11.00 $12.90 $0.00 $49.97 4 75 $30.08 $11.00 $12.90 $0.00 $53.98 5 85 $34.09 $11.00 $12.90 $0.00 $57.99 - - - - - _.._. _._.. - - - - - - - - - - - - - - - - - - - - INotes:** 1:5,2:6-10,the 1:10;Reroofing: 1:4,then 1:1 Step 1 is 2000 hrs.;Steps 2-5 are 1000 his. I - - - - - - - - - - - - - - - -- - - - - - - - - - - - - Apprentice to Journeyworker Ratio:** ROOFER SLATE/TILE/PRECAST CONCRETE 02/01/2016 $40.36 $11.00 $12.90 $0.00 $64.26 ROOFERS LOCAL 33 For apprentice rates see"Apprentice-ROOFER" ---- --- - -- -- --- Issue Date: 03/07/2016 Wage Request Numher: 20160304-065 Page 27 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment SHEETMETAL WORKER 02/01/2016 $43.31 $10.70 $21.95 $2.28 $78.24 SHR1;7MF.7AL WORKERS LOCAL 17-A 08/01/2016 $44.46 $10.70 $21.95 $2.28 $79.39 02/01/2017 $45.56 $10.70 $21.95 $2.28 $80.49 08/01/2017 $46.66 $10.70 $21.95 $2.28 $81.59 02/01/2018 $47.81 $10.70 $21.95 $2.28 $82.74 Apprentice- SHEET METALWORKER-Local 17-A. Effective Date- 02/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $17.32 $10.70 $4.90 $0.00 $32.92 2 40 $17.32 $10.70 $4.90 $0.00 $32.92 3 45 $19.49 $10.70 $9.79 $1.20 $41.18 4 45 $19.49 $10.70 $9.79 $1.20 $41.18 5 50 $21.66 $10.70 $10.65 $1.29 $44.30 6 50 $21.66 $10.70 $10.90 $1.30 $44.56 7 60 $25.99 $10.70 $12.37 $1.47 $50.53 8 65 $28.15 $10.70 $13.24 $1.56 $53.65 9 75 $32.48 $10.70 $14.97 $1.74 $59.89 10 85 $36.81 $10.70 $16.18 $1.91 $65.60 Effective Date- 08/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $17.78 $10.70 $4.90 $0.00 $33.38 2 40 $17.78 $10.70 $4.90 $0.00 $33.38 3 45 $20.01 $10.70 $9.79 $1.22 $41.72 4 45 $20.01 $10.70 $9.79 $1.22 $41.72 5 50 $22.23 $10.70 $10.65 $1.31 $44.89 6 50 $22.23 $10.70 $10.90 $1.31 $45.14 7 60 $26.68 $10.70 $12.37 $1.49 $51.24 8 65 $28.90 $10.70 $13.24 $1.59 $54.43 9 75 $33.35 $10.70 $14.97 $1.77 $60.79 10 85 $37.79 $10.70 $16.18 $1.94 $66.61 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: I Steps are 6 mos. - - -- - -- - - - - - - - - - - - - - - - - - - - '-- - - Apprentice to Journeyworker Ratio:l:4 SIGN ERECTOR 06/01/2013 $25.81 $7.07 $7.05 $0.00 $39.93 PAINTERS LOCAL 35-7.ONE 1 ------------ - -------------- ------------ ----------------- -- -------------------------- ---------------- --------------------- - -- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 28 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- SIGNERECTOR-Local 35 Zone 2 Effective Date- 06/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $12.91 $7.07 $0.00 $0.00 $19.98 2 55 $14.20 $7.07 $2.45 $0.00 $23.72 3 60 $15.49 $7.07 $2.45 $0.00 $25.01 4 65 $16.78 $7.07 $2.45 $0.00 $26.30 5 70 $18.07 $7.07 $7.05 $0.00 $32.19 6 75 $19.36 $7.07 $7.05 $0.00 $33.48 7 80 $20.65 $7.07 $7.05 $0.00 $34.77 8 85 $21.94 $7.07 $7.05 $0.00 $36.06 9 90 $23.23 $7.07 $7.05 $0.00 $37.35 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Notes: Steps are 4 mos. !� _ - - - - - - - -- - - ._._ ..._. ._._. - - - - - - - _. - .. - _ Apprentice to Journeyworker Ratio:l:1 SPECIALIZED EARTH MOVING EQUIP<35 TONS 12/01/2015 $31.94 $10.41 $10.08 $0.00 $52.43 TEAMS MRS JOINT COUNCIL.NO.10 7.ONE B 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 SPECIALIZED EARTH MOVING EQUIP>35 TONS 12/01/2015 $32.23 $10.41 $10.08 $0.00 $52.72 7'EAMS7E1?.3JOINTCOUNCIL NO.1070NIi B 06/01/2016 $32.73 $10.41 $10.08 $0.00 $53.22 08/01/2016 $32.73 $10.91 $10.08 $0.00 $53.72 12/01/2016 $32.73 $10.91 $10.89 $0.00 $54.53 SPRINKLER FITTER 03/01/2016 $48.99 $8.67 $16.80 $0.00 $74.46 SPRINKLER 1,17'TIiRS LOCAL 550-(Section B)lone 2 10/01/2016 $49.98 $8.67 $16.80 $0.00 $75.45 03/01/2017 $50.88 $8.67 $16.80 $0.00 $76.35 ------ ----- ------------------------ -------------------------- ------------ -- ----------- ---------- --------------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 29 of 35 i Supplemental � Classification Effective Date Base Wage Health Pension pP Total Rate Unemployment Apprentice- SPRINKLER FITTER-Local 550(Section B)Zone 2 Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health pension Unemployment Total Rate 1 35 $17.15 $8.67 $8.55 $0.00 $34.37 2 40 $19.60 $8.67 $8.55 $0.00 $36.82 3 45 $22.05 $8.67 $8.55 $0.00 $39.27 4 50 $24.50 $8.67 $8.55 $0.00 $41.72 5 55 $26.94 $8.67 $8.55 $0.00 $44.16 6 60 $29.39 $8.67 $8.55 $0.00 $46.61 7 65 $31.84 $8.67 $8.55 $0.00 $49.06 8 70 $34.29 $8.67 $8.55 $0.00 $51.51 9 75 $36.74 $8.67 $8.55 $0.00 $53.96 10 80 $39.19 $8.67 $8.55 $0.00 $56.41 Effective Date- 10/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $17.49 $8.67 $8.55 $0.00 $34.71 2 40 $19.99 $8.67 $8.55 $0.00 $37.21 3 45 $22.49 $8.67 $8.55 $0.00 $39.71 4 50 $24.99 $8.67 $8.55 $0.00 $42.21 5 55 $27.49 $8.67 $8.55 $0.00 $44.71 6 60 $29.99 $8.67 $8.55 $0.00 $47.21 7 65 $32.49 $8.67 $8.55 $0.00 $49.71 8 70 $34.99 $8.67 $8.55 $0.00 $52.21 9 75 $37.49 $8.67 $8.55 $0.00 $54.71 10 80 $39.98 $8.67 $8.55 $0.00 $57.20 - - ._.._ - - - - - - - - - - - - - - - - - - - - - - - - Notes:Apprentice entered prior 9/30/10: 40/45/50/55/60/65/70/75/80/85 Steps are 850 hours '- - - - -- - - - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:3 STEAM BOILER OPERATOR 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERATING ENGINEERS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" TAMPERS,SELF-PROPELLED OR TRACTOR DRAWN 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERATING ENGINE!'RS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" TELECOMMUNICATION TEC1 NICIAN 03/01/2016 $34.63 $13.00 $14.55 $0.00 $62.18 LLECTRICIANS LOCAL 103 Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 30 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- TELECOMMUNICATION TECHNICIAN-Local 103 Effective Date- 03/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $13.85 $13.00 $0.42 $0.00 $27.27 2 40 $13.85 $13.00 $0.42 $0.00 $27.27 3 45 $15.58 $13.00 $11.52 $0.00 $40.10 4 45 $15.58 $13.00 $11.52 $0.00 $40.10 5 50 $17.32 $13.00 $11.79 $0.00 $42.11 6 55 $19.05 $13.00 $12.06 $0.00 $44:11 7 60 $20.78 $13.00 $12.34 $0.00 $46.12 8 65 $22.51- $13.00 $12.62 $0.00 $48.13 9 70 $24.24 $13.00 $12.90 $0.00 $50.14 10 75 $25.97 $13.00 $13.17 $0.00 $52.14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: '- - - - - - - - - - -- - - -- - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:1 TERRAZZO FINISHERS 02/01/2016 $48.80 $10.18 $19.14 $0.00 $78.12 BRICKLAYERSLOCAL 3-MARBLE&TILE 08/01/2016 $49.70 $10.18 $19.22 $0.00 $79.10 02/01/2017 $50.27 $10.18 $19.22 $0.00 $79.67 Apprentice- TERRAZZO FINISHER-Local 3 Marble&Tile Effective Date- 02/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.40 $10.18 $19.14 $0.00 $53.72 2 60 $29.28 $10.18 $19.14 $0.00 $58.60 3 70 $34.16 $10.18 $19.14 $0.00 $63.48 4 80 $39.04 $10.18 $19.14 $0.00 $68.36 5 90 $43.92 $10.18 $19.14 $0.00 $73.24 Effective Date- 08/01/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.85 $10.18 $19.22 $0.00 $54.25 2 60 $29.82 $10.18 $19.22 $0.00 $59.22 3 70 $34.79 $10.18 $19.22 $0.00 $64.19 4 80 $39.76 $10.18 $19.22 $0.00 $69.16 5 90 $44.73 $10.18 $19.22 $0.00 $74.13 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, Notes: - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:3 I i I -------------------- --------------------------- ------------ -- --- ---------- - ----------------- ------------ ----------------- ------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 31 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment TEST BORING DRILLER 12/01/2015 $36.70 $7.45 $13.75 $0.00 $57.90 LABORERS-FOUNDATION AND MARINE 06/01/2016 $37.45 $7.45 $13.75 $0.00 $58.65 12/01/2016 $38.45 $7.45 $13.75 $0.00 $59.65 For apprentice rates see"Apprentice-LABORER" TEST BORING DRILLER HELPER 12/01/2015 $35.42 $7.45 $13.75 $0.00 $56.62 LABORERS-FOUNDA77ONAND MARINE 06/01/2016 $36.17 $7.45 $13.75 $0.00 $57.37 12/01/2016 $37.17 $7.45 $13.75 $0.00 $58.37 For apprentice rates see"Apprentice-LABORER" TEST BORING LABORER 12/01/2015 $35.30 $7.45 $13.75 $0.00 $56.50 LABORERS-FOUNDATION AND MARINE 06/01/2016 $36.05 $7.45 $13.75 $0.00 $57.25 12/01/2016 $37.05 $7.45 $13.75 $0.00 $58.25 For apprentice rates see"Apprentice-LABORER" TRACTORS/PORTABLE STEAM GENERATORS 12/01/2015 $43.31 $10.00 $14.90 $0.00 $68.21 OPERATING ENGINEERS LOCAL 4 06/01/2016 $44.06 $10.00 $14.90 $0.00 $68.96 12/01/2016 $45.29 $10.00 $14.90 $0.00 $70.19 06/01/2017 $46.28 $10.00 $14.90 $0.00 $71.18 12/01/2017 $47.27 $10.00 $14.90 $0.00 $72.17 For apprentice rates see"Apprentice-OPERATING ENGINEERS" TRAILERS FOR EARTH MOVING EQUIPMENT 12/01/2015 $32.52 $10.41 $10.08 $0.00 $53.01 7EAMS7 ERS JOINT COUNCIL NO.10 7.ONE B 06/01/2016 $33.02 $10.41 $10.08 $0.00 $53.51 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 TUNNEL WORK-COMPRESSED AIR 12/01/2015 $47.58 $7.45 $14.15 $0.00 $69.18 LABORERS(COMPRESSED AIR) 06/01/2016 $48.33 $7.45 $14.15 $0.00 $69.93 12/01/2016 $49.33 $7.45 $14.15 $0.00 $70.93 For apprentice rates see"Apprentice-LABORER" TUNNEL WORK-COMPRESSED AIR(HAZ.WASTE) 12/01/2015 $49.58 $7.45 $14.15 $0.00 $71.18 LABORERS(COMPRESSED AIR) 06/01/2016 $50.33 $7.45 $14.15 $0.00 $71.93 12/01/2016 $51.33 $7.45 $14.15 $0.00 $72.93 For apprentice rates see"Apprentice-LABORER" TUNNEL WORK-FREE AIR 12/01/2015 $39.65 $7.45 $14.15 $0.00 $61.25 LABORERS(YRLEAIR TUNNEL) 06/01/2016 $40.40 $7.45 $14.15 $0.00 $62.00 12/01/2016 $41.40 $7.45 $14.15 $0.00 $63.00 For apprentice rates see"Apprentice-LABORER" TUNNEL WORK-FREE AIR(HAZ.WASTE) 12/01/2015 $41.65 $7.45 $14.15 $0.00 $63.25 LABORERS(TREE AIR TUNNEL) 06/01/2016 $42.40 $7.45 $14.15 $0.00 $64.00 12/01/2016 $43.40 $7.45 $14.15 $0.00 $65.00 For apprentice rates see"Apprentice-LABORER" VAC-HAUL 12/01/2015 $31.94 $10.41 $10.08 $0.00 $52.43 7EAMS77sMS JOINT COUNCIL NO.10 ZONE B 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 WAGON DRILL OPERATOR 12/01/2015 $31.40 $7.45 $12.65 $0.00 $51.50 LABORERS-7.ONE1 06/01/2016 $31.90 $7.45 $12.65 $0:00 $52.00 12/01/2016 $32.65 $7.45 $12.65 $0.00 $52.75 For apprentice rates see"Apprentice-LABORER" Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 32 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment WASTE WATER PUMP OPERATOR 12/01/2015 $43.73 $10.00 $14.90 $0.00 $68.63 OPERATING ENGINEERS LOCAL 4 06/01/2016 $44.48 $10.00 $14.90 $0.00 $69.38 12/01/2016 $45.73 $10.00 $14.90 $0.00 $70.63 06/01/2017 $46.73 $10.00 $14.90 $0.00 $71.63 12/01/2017 $47.73 $10.00 $14.90 $0.00 $72.63 For apprentice rates see"Apprentice-OPERATING ENGINEERS" WATER METER INSTALLER 03/01/2016 $47.53 $10.82 $15.14 $0.00 $73.49 PLUMBERS&GASFITTERS LOCAL 12(Local 138) 09/01/2016 $48.58 $10.82 $15.14 $0.00 $74.54 03/01/2017 $49.58 $10.82 $15.14 $0.00 $75.54 For apprentice rates see"Apprentice-PLUMBER/PIPEFITTER"or"PLUMBER/GASFITTER" Outside Electrical-East CABLE TECHNICIAN(Power Zone) 08/30/2015 $26.11 $7.25 $1.78 $0.00 $35.14 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $26.61 $7.50 $1.80 $0.00 $35.91 09/03/2017 $27.14 $7.75 $1.81 $0.00 $36.70 For apprentice rates see"Apprentice-LINEMAN" CABLEMAN(Underground Ducts&Cables) 08/30/2015 $36.98 $7.25 $8.12 $0.00 $52.35 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $37.70 $7.50 $8.87 $0.00 $54.07 09/03/2017 $38.45 $7.75 $9.53 $0.00 $55.73 For apprentice rates see"Apprentice-LINEMAN" DRIVER/GROUNDMAN CDL 08/30/2015 $30.46 $7.25 $8.34 $0.00 $46.05 OU7SIDE ELIiC7R1CAL WORKERS-EAST LOCAL 104 08/28/2016 $31.05 $7.50 $8.89 $0.00 $47.44 09/03/2017 $31.66 $7.75 $9.44 $0.00 $48.85 For apprentice rates see"Apprentice-LINEMAN' , DRIVER/GROUNDMAN-Inexperienced(<2000 Hrs) 08/30/2015 $23.93 $7.25 $1.72 $0.00 $32.90 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $24.39 $7.50 $1.73 $0.00 $33.62 09/03/2017 $24.88 $7.75 $1.75 $0.00 $34.38 For apprentice rates see"Apprentice-LINEMAN' EQUIPMENT OPERATOR(Class A CDL) 08/30/2015 $36.98 $7.25 $12.29 $0.00 $56.52 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $37.70 $7.50 $12.95 $0.00 $58.15 09/03/2017 $38.45 $7.75 $13.61 $0.00 $59.81 For apprentice rates see"Apprentice-LINEMAN' EQUIPMENT OPERATOR(Class B CDL) 08/30/2015 $32.63 $7.25 $9.05 $0.00 $48.93 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $33.26 $7.50 $9.63 $0.00 $50.39 09/03/2017 $33.92 $7.75 $10.21 $0.00 $51.88 For apprentice rates see"Apprentice-LINEMAN' GROUNDMAN 08/30/2015 $23.93 $7.25 $1.72 $0.00 $32.90 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $24.39 $7.50 $1.73 $0.00 $33.62 09/03/2017 $24.88 $7.75 $1.75 $0.00 $34.38 For apprentice rates see"Apprentice-LINEMAN' GROUNDMAN-Inexperienced(<2000 Hrs.) 08/30/2015 $19.58 $7.25 $1.59 $0.00 $28.42 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $19.96 $7.50 $1.60 $0.00 $29.06 09/03/2017 $20.35 $7.75 $1.61 $0.00 $29.71 For apprentice rates see"Apprentice-LINEMAN" JOURNEYMAN LINEMAN 08/30/2015 $43.51 $7.25 $15.06 $0.00 $65.82 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/28/2016 $44.35 $7.50 $15.83 $0.00 $67.68 09/03/2017 $45.23 $7.75 $16.61 $0.00 $69.59 Issue Date: 03/07/2016 Wage Request-Number: 20160304-065 Page 33 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemplovment Apprentice- LINEMAN(Outside Electrical)-East Local 104 Effective Date- 08/30/2015 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $26.11 $7.25 $3.28 $0.00 $36.64 2 65 $28.28 $7.25 $3.35 $0.00 $38.88 3 70 $30.46 $7.25 $3.41 $0.00 $41.12 4 75 $32.63 $7.25 $4.98 $0.00 $44.86 5 80 $34.81 $7.25 $5.04 $0.00 $47.10 6 85 $36.98 $7.25 $5.11 $0.00 $49.34 7 90 $39.16 $7.25 $7.17 $0.00 $53.58 Effective Date- 08/28/2016 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate I 1 60 $26.61 $7.50 $3.30 $0.00 $37.41 2 65 $28.83 $7.50 $3.36 $0.00 $39.69 3 70 $31.05 $7.50 $3.43 $0.00 $41.98 4 75 $33.26 $7.50 $5.00 $0.00 $45.76 5 80 $35.48 $7.50 $5.06 $0.00 $48.04 6 85 $37.70 $7.50 $5.13 $0.00 $50.33 7 90 $39.92 $7.50 $7.20 $0.00 $54.62 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Notes: � - - - - - -- - - - - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio:1:2 TELEDATA CABLE SPLICER 01/01/2016 $28.98 $4.25 $3.12 $0.00 $36.35 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 TELEDATA LINEMAN/EQUIPMENT OPERATOR 01/01/2016 $27.31 $4.25 $3.07 $0.00 $34.63 OUTSIDE'ELECTRICAL WORKERS-FAST LOCAL 104 TELEDATA WIREMAN/INSTALLER/TECHNICIAN 01/01/2016 $27.31 $4.25 $3.07 $0.00 $34.63 OUT SIDE ELECTRICAL WORKERS-EAST LOCAL 104 TREE TRIMMER 01/31/2016 $18.51 $3.55 $0.00 $0.00 $22.06 OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 This classification applies only to tree work done:(a)for a utility company,R.E.A.cooperative,or railroad or coal mining company,and(b)for the purpose of operating,maintaining,or repairing the utility company's equipment,and(c)by a person who is using hand or mechanical cutting methods and is not on the ground. This classification does not apply to wholesale tree removal. TREE TRIMMER GROUNDMAN 01/31/2016 $16.32 $3.55 $0.00 $0.00 $19.87 OUTSIDEELECT ICALWORKERS-EASTLOCAL104 This classification applies only to tree work done:(a)for a utility company,R.E.A.cooperative,or railroad or coal mining company,and(b)for the purpose of operating,maintaining,or repairing the utility company's equipment,and(c)by a person who is using hand or mechanical cutting methods and is on the ground. This classification does not apply to wholesale tree removal. ----------------------- --- ------------------------------ --- - ------------------- --------------------------------------- --- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 34 of 35 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Additional Apprentice Information: Minimum wage rates for apprentices employed on public works projects are listed above as a percentage of the pre-determined hourly wage rate established by the Commissioner under the provisions of the M.G.L.c.149,ss.26-27D. Apprentice ratios are established by the Division of Apprenticeship Training pursuant to M.G.L. c.23,ss.11 E-11 L. All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L.c.23,as.I IE-11L. All steps are six months(1000 hours.) Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof,unless otherwise specified. Multiple ratios are listed in the comment field. *** APP to JM;1:1,2:2,2:3,3:4,4:4,4:5,4:6,5:7,6:7,6:8,6:9,7:10,8:10,8:11,8:12,9:13,10:13,10:14,etc. **"* APP to JM;1:1,1:2,2:3,2:4,3:5,4:6,4:7,5:8,6:9,6:10,7:11,8:12,8:13,9:14,10:15,10:16,etc. ---------------------- - --------------------------- -------------------------- - -- ------------- ------------ ------------ --------------- Issue Date: 03/07/2016 Wage Request Number: 20160304-065 Page 35 of 35 North Andover Housing Authority . 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.11.00 SUMMARY OF WORK 1.1 GENERAL PROVISIONS A. The Work under the Contract consists of: 1. The Project consists of: Removal and replacement of existing composite clapboard siding with a combination of new cementitious and vinyl siding and trim. Repair of existing concrete bulkhead and porch landings, posts and railings. 2. All Work either shown on the Drawings or included in the Specifications unless specifically indicated as not to be done. B. In addition, the Work under the Contract includes: N 1. Work outside the Project Site as called for in the Contract Documents and as required for the performance of the Work. 2. The restoration of any items damaged or destroyed by encroaching upon 0 areas outside the Project Site. Q 3. Providing and restoring, appropriate,where all temporary facilities. U C. Additional selection criteria: 1. General Bidders must meet the additional selection criteria stated in Article a 8.8 of the Instructions to Bidders. 2. If the Awarding Authority (Owner) cannot verify compliance with the additional selection criteria from the apparent low bidder's Update Statement, the Awarding.Authority (Owner) or its Prime Designer may request the bidder provide additional documentation demonstrating compliance with the Contract requirement. This may occur after the general bid opening, but prior to Contract Award. 1.2 TIME OF COMPLETION A. In accordance with Article 9 of the General Conditions, the Work shall start as stated in the Notice to Proceed and shall be completed within 120 consecutive calendar days. 1.3 NOTICE TO PROCEED A. Upon the Department's Validation of the Owner Contractor Agreement the Owner shall Issue the Notice to Proceed for Construction. A sample can be found in the Construction Handbook and on the DHCD web site www.mass.gov/dhcd.. B. The Notice to Proceed shall include: SUMMARY OF WORK 01 11 00 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1. The starting date and Construction Completion date for construction. 2. The names of the Owner's contract Officer and Alternate Contract Officer. C. The Owner shall send three copies of the Notice to Proceed to the Contractor. D. The Contractor shall sign two originals and then; 1. return one to the Owner, and 2. send one copy to the Department's Construction Management Unit, and 3. keep one copy for its own records. i 1.4 WORK UNDER SEPARATE CONTRACT s A. - NOT USED N B. - NOT USED s 1.5 ITEMS FURNISHED BY OWNER U J 0 A. - NOT USED 0 B. - NOT USED r N C. The Contractor shall include in the Contract Sum the cost of unloading, S uncrating, and permanently installing the above listed items; also removal and proper disposal off the Project Site of all crating and packing materials. 1.6 SAMPLE WORK A. One apartment, or unit of Work, as designated on the drawings or by the Prime Designer, shall be completed with all finishes, fixtures, trim, controls, equipment, etc. prior to starting the major finish Work in the building. This area shall establish the acceptable standard of the Work for the entire Project. i B. The sample Work shall consist of the following. 1. Provide 4'x8' sample of new siding installed before proceeding with remainder of construction. Mock-Up to include corner board, cementitious siding, horizontal.PVC trim, and vinyl siding. i 1.7 COORDINATION WITH PROJECT OCCUPANTS A. All dwelling units will be occupied during construction. The Contractor shall take all necessary precautions to ensure the public safety and convenience of SUMMARY OF WORK 01 11 00 - 2 I North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 the occupants during construction. B. The Owner shall assist the Contractor to perform the Work in accordance with the approved operational plan by removing obstructions that may be in the Contractor's way, upon proper notice from the Contractor. C. The Owner may provide a Resident Coordinator to act as a liaison with residents and to assist the Contractor in fulfilling the following. 1. Notifying all residents two (2) weeks before any work is scheduled in their apartments. 2. Notifying each resident in writing forty-eight (48) hours before work is scheduled in his or her particular apartment. 3. Obtaining signed permission to enter the apartment, if the resident will not s be at home. 4. Obtain from the Owner the keys for any vacant apartment(s) or any apartment(s) where the resident is not at home. The Resident Coordinator g will be responsible for the safekeeping of such keys and shall return them at the end of the workday to the Owner. 5. Notify the Owner of any resident who refuses to cooperate with the proposed operational plan. 0 U 2 1.8 RETAINED ITEMS a r o The following items, which are to be removed and are in good condition, shall be retained by the Owner (at the discretion of the Owner) and shall be stored at a location directed by the Owner. - NOT USED 1.9 PHASING A. The specific phasing for the construction shall be as follows. NONE B. At the pre-construction meeting, the Contractor shall submit a construction schedule showing the proposed schedule for the Work as noted on the phasing plan drawings. The Owner and Prime Designer will work with the Contractor to ensure proper coordination. C. The building/site will be occupied during the construction until final acceptance of the Work. Safety is of paramount importance on this Project. The Contractor must take measures to maintain a clean work site and to secure the site in a safe manner for the public, tenants and property at all times. I SUMMARY OF WORK 01 11 00 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 END OF SECTION s N Z Q a 0) Y 8 d O W Q U J U S U U1 CL U r m E U O 0 OD SUMMARY OF WORK 01 1100 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 01.22.00 UNIT PRICES 1.1 GENERAL PROVISIONS A. The Unit Prices for items set forth in this Section (Schedule of Unit Prices) shall be used to determine adjustments to the Contract Sum when changes in the Work involving said items are made in accordance with Article 8 of the General Conditions and other sections of the Contract Documents. B. Definition: A unit price is the payment amount assigned to the Contractor in the Contract Document for a per unit of measurement for materials or services added to or deducted from the Contract.Sum by appropriate 0 modification. If unit prices are specified, the Contract will be modified for quantities above or below the designated quantity in the Base Bid. Y g I 0 1.2 PRE-DETERMINED UNIT PRICES A. Unit Prices listed under ADDITIONS have been computed to include net cost plus overhead, profit, and bond and all other charges required to complete the 0 work item. U d d B. Unit Prices listed under DEDUCTIONS have been computed at the net cost o alone. 0 m C. Unit Prices net cost include the cost of all labor, materials, equipment, disposal, and all other costs required to complete the work item. D. Unit Prices shall apply until the date of Contract Completion established at the time of the Notice to Proceed. If the date of Contract Completion has been modified by Change Order, Unit Prices may be adjusted at the discretion of the Department. E. Unit Prices for excavation include the costs of sheeting and bracing, pumping and dewatering, and all other related costs. Excavation quantities shall be measured as compacted in place at maximum dry density. F. Materials, methods of installation, and definitions of terms set forth under the various Unit Price items in the Schedule of Unit Prices shall be as indicated in the Contract Documents. UNIT PRICES 01 2200 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.3 APPLICABILITY OF UNIT PRICES A. The payment lines (when applicable) shall be as indicated in the Contract Documents. B. Prior to commencing removal or placement of materials set forth in the Schedule of Unit Prices, the Contractor shall notify the Owner and the Prime Designer in sufficient time (not less than 24 hours in advance) to permit proper measurements to be taken on behalf of the Awarding Authority. Only quantities which have been approved in writing by the Prime Designer will be considered in the determination of adjustments to the Contract Sum. 1. The Owner reserves the right to monitor the unit price Work being performed. If the Owner elects to monitor the Work, the Contractor shall not commence the unit price Work until the designated monitor is present. 2. In order to be considered for payment, the Contractor shall document in writing all unit price Work performed to include the trade, type, quantity s and location. The unit price Work performed shall be documented at the completion of each workday, verified and signed by the Contractor's superintendent. 3. At the Owner's expense and if quantities of unit price Work are in dispute, the Owner may elect to retain an independent party to verify the Contractor's measurement of unit price Work performed. • 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 ai 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 Prime Designer. 1.4 SCHEDULE OF UNIT PRICES The following unit prices are in effect: • Unit Price #1 Exterior Plywood Sheathing Base Bid Quantity: 1124 SF Add: $6.00/ SF Deduct: $5.50 / SF Description: Under the Base Bid, the drawings call for a 14" strip of plywood to be replaced at various locations. Full extent of replacement will be identified in the field. END OF SECTION UNIT PRICES 01 2200 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 SECTION 01.25.00 OR EQUALS - PRODUCT SUBSTITUTION PROCEDURES 1.1 SCOPE/GENERAL REQUIREMENTS A. This section Supplements the General Conditions and other sections of Division 1 and supersedes any provisions regarding material substitutions/Or equals found in any of the technical sections of the specifications. B. The requirements of this section are in addition to any provisions of all other sections of these specifications. C. Definition-Whenever a specification section names one or more brands for a given item, and the Contractor wishes to submit, for consideration, another s brand, the submission shall be considered an "or-equal" or a "material substitution". For the purposes of this Contract, the terms "or-equal" and g "material substitution" shall be considered synonymous D. In no case may an item be furnished on the Work other than the item named or described, unless the Architect, with the Administrator's written concurrence, shall consider the item equal to the Item so named or described, as provided by M.G.L. c.30 § 39M. a E. The equality of items offered as "equal" to items named or described shall be o proved to the satisfaction of the Architect at the expense of the Contractor submitting the substitution. F. The Architect and/or the Department may require that full size samples of both the specified and proposed products be submitted for review and evaluation. The Contractor shall bear full cost for providing, delivering, and disposal of all such samples. G. The Contractor shall assume full responsibility for the performance of any item submitted as an "Or- Equal" and assume the costs of any changes in any Work that may be caused by such substitution. 1.2 RELATED SECTIONS A. 01.33.00 SUBMITTALS, SHOP DRAWINGS AND SAMPLES OR EQUAL- PRODUCT SUBSTITUTION PROCEDURES 01 2500 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.3 OR EQUAL APPROVAL PROCESS A. On the transmittal, or on a separate sheet attached to the submission, the Contractor shall direct attention to any deviations, including minor limitations and variations, from the Contract Documents. 1. The Contractor shall submit to the Architect for consideration of any or- equal substitution a written point-by-point comparison containing the name and full particulars of the proposed product and the product named or described in the Contract Documents. 2. Such submittal shall in no event be made later than 90 calendar days after the Award of the Contract or 120 calendar days prior to the incorporation of the item into the Work. In any case in which the time period specified in the Contract Documents from the Notice to Proceed to Substantial Completion is less than 120 days, this requirement can be modified by the Architect. 3. The Contractor shall be completely responsible for the timely submission s of supporting documentation. 4. Upon receipt of a written request for approval of an or-equal substitution, the Architect shall investigate whether the proposed item shall be considered equal to the item named or described in the Contract Documents and in accordance with the provisions of MGL c.30§39M. 5. Upon conclusion of the investigation, the Architect shall promptly advise the Construction Advisor with written notice that the item is, or is not, considered acceptable as on Or-Equal substitution with documentation to 8 support the determination. 6. The Construction Advisor will then solicit the concurrence of the Administrator as to the equality of the submitted item. 7. Should the Architect determine that the submitted product substitution is not equal to the specified standard the Architect shall send written notice of this to the Contractor. 8. Proceeding with work using the submitted item without the concurrence of the Administrator may result in rejection of the work and removal and replacement at the expense of the Contractor. END OF SECTION OR EQUAL- PRODUCT SUBSTITUTION PROCEDURES 01 2500 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 01.26.00 CONTRACT MODIFICATION PROCEDURES 1. 1 GENERAL A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply 0 to this Section. N Z Q B. Related Sections include the following: 1. Section 01.22.00 Unit Prices for administrative requirements for using unit prices. 2. Section 01.29.00 Payment Procedures for administrative requirements for Applications for Payments and payment for Work perform relative to this section. 3. Section 01.74.19 Construction and Demolition Waste Management. d a r 0 1.3 MINOR CHANGES IN THE WORK m A. The Prime Designer will issue in consultation with the Construction Advisor supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time and in accordance with the requirements of Article 8 of the General Conditions. 1.4 CHANGE REQUESTS A. Owner-Initiated Proposals (Change Requests): The Prime Designer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Change Requests issued by Prime Designer are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in the Change Request, but in no event more than 20 days after receipt of Change Request, submit a written quotation (Change Estimate) estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. Change Estimates shall include: CONTRACT MODIFICATION PROCEDURES 01 2600 - 1 North Andover Housing Authority 13 Apr r 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 a. A list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. b. The amount of workforce labor required or eliminated based on the hourly wage rates found elsewhere in these documents. c. Applicable, delivery charges, equipment rental, and amounts of trade discounts. d. A written statement as to the impact on the construction schedule. B. Contractor-Initiated Proposals (Change Requests): If latent or unforeseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a change request to the Prime Designer which: 1. Includes a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Includes a Change Estimate that itemizes the quantities of products s required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. 3. Indicates the amount of workforce labor required or eliminated based on the hourly wage rates found elsewhere in these documents. 4. Indicates applicable, delivery charges, equipment rental, and amounts of trade discounts. 5. Complies with requirements in Division 1 Section 01.25.13 OR Equals 8 Product Substitutions if the proposed change requires substitution of one product or system for a product or system specified. 1.5 The Contractor shall submit claims for increased costs because of a change in scope in the Contract Documents before starting work on any unforeseen or unknown condition. The Owner will reject claims submitted prior to such authorization unless a method of monitoring the impact on Contract Sum and Contract Time has been authorized 1.6 CHANGE ORDER PROCEDURES A. Upon the Prime Designer's agreement with a Contractor's Change Estimate, the Prime Designer will prepare a Change Order for signatures of the Owner, Contractor, and Department subject to the policies described in the DHCD Construction Handbook. B. The Change Order form (01.26.00.01) can be found in DHCD Construction Handbook or on the DHCD Website and a sample can be seen at the end of this section. CONTRACT MODIFICATION PROCEDURES 01 2600 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 C. The Contractor shall provide necessary supporting documentation for the prompt approval of Change Orders by the Owner and Department. The Contractor shall be fully responsible for any delays caused by a lack of adequate supporting documentation. D. All change Orders require a voted approval of the Housing Authority Board. E. Change Orders over$5,000 or those that will result in a cumulative added total of 5% or more of the Original Contract Sum must also be approved by the Administrator. F. Payment for Change Order Work shall be by the regular payment procedure described in Section 00.29.00 and the Construction Handbook. s G. The Owner will be responsible for disseminating copies of all approved Change Orders. Y o 0 1.7 CONSTRUCTION CHANGE DIRECTIVE Q A. Construction Change Directive: A Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order as required by.Article 8 of the general Conditions. a 1. A Construction Change Directive contains a complete description of a change in the Work. It also designates the method to be followed to determine any change in the Contract Sum or the Contract Time. ca B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of a change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 2. These costs must be incorporated into a Change Order which must be approved following the process described in Paragraph 6 Above. C. The process for when and how to utilize a Construction Change Directive and the necessary methods for monitoring said Work are described in the Construction Handbook. D. The Construction Change Directive form (01.26.00.02) can be found in the DHCD Construction Handbook or on the DHCD website, and a sample can be seen at the end of this section. E. Payment for work completed under the auspices of a Construction Change Directive must be included in an approved Change Order before any payment for extra work can be made per the process described in Section 01.29.00'. END OF SECTION CONTRACT MODIFICATION PROCEDURES 01 2600 - 3 Massachusetts Department of Housing and Community Development CHANGE ORDER Number Owner: Housing Authority Date: FISH No: Development Number(s): Contractor: Architect: Telephone No: Telephone N Fax: Fax, Email: Email: The following change is ordered in accordance with Article 8 of the General riclitioni KofX., on ct: J J f l The Work described above shall (inc . ase) ec ase) r(not fect) th o act Sum by: $ The Work described .above rep , ent an '.cre a the i i a Contract Sum of The effect of all Change O rs (incl t ' ne t in se in the Oriainnl Contract Sum by: % The Work described oveall (inc ase t off t) Contract Time by calendar days The conditions her"nbefo a refer to ar fo s: A. The aforementi d c eand w affe �tebyis subject to all contract stipulations and covenants. B. The is of the ner e t preju d. C. claims' inst th wne w 'ch are inci� r a consequence of the aforementioned change are satisfied. D. his change` der is n vali until 7r:ved b he Owner,Architect,and DHCD. E. Sig ur the Contrac` r indicar ent herewith,including adjustment to contract sum and/or contract time. The above no ed t�' and voted to approve this Change Order: Certified: P,Cont4 Opti Approved: Architec Reviewed: Construction Advisor Firm: Dept of Housing&Community Development By: By: Date: Date: Approved: Contractor Approved: Director of Construction Management Firm: Dept of Housing& Community Development By: By: Date: Date: DHCD Change Order Form 01.26.00.01 CONSTRUCTION CHANGE DIRECTIVE Commonwealth of Massachusetts Department of Housing&Community Development CHANGE DIRECTIVE NO: Owner: Housing Authority Date: Development Number: DHCD FISH Number Contractor Architect Telephone No: Telephone No: Fax: Fax: Pursuant to Article 8 of the General Conditions you are hereby directed to make the followin . hange in this Contrad l f • DO NOT USE THIS FORM FOR LUMP U CH GES ORYWE E ENSIONS • .The Contract Sum shall be adjusted by the following met, 6d(please ec one) A. ❑ Unit Price of$ per f B. E:1Unit Prices found in Section 01.20.00 o he c tions. C. ❑ Unit Prices found on the Attache ,ist. D. ❑ Time and materials basis per A 'cle 8.3. . o ' e Gene I Conditions E. ❑ Subject to the Conditions o rtic 8. and 7 the eral Conditions "Work Done Under Protest". The Contractor is not reli ed a li n o the ner's Representative when protested work is being performed, to all ' for acc m orin 'lure provide such notice may jeopardize .the Contractor's right to compe atio F. ❑ As follows: •THE NOT TO EX EIIII F NGE DIRECTIVE IS $ • • The Contract tim all be pro rly a .'u d upon p tion f any compensable work. • Payment for th afore ned w can o . proce xecuting an appropriate change order(s)to adjust the contact sum. • When signe by the Ow r and D D acid recei d by t Contractor,this Construction Change Directive becomes effective IMMEDIAT LY, Contractor all proce wi a change(s)described above. • This change`•,irec' of val til prov by the Owner and DHCD Approved: Archi ct Approved: Owner Firm: i` Housing Authority By: By. Date: Date: Reviewed Construction Advisor Approved: Director of Construction Management Department of Housing&Community Development Department of Housing&Community Development By: By: Date: Date: DHCD 9/09/2009 Construction Change Directive 01.26.00.02 i North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 01.29.00 PAYMENT PROCEDURES 1.1 GENERAL A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply 0 to this Section. N Z Q B. Related Specification Sections include the following: 1. Section 01.26.00 - Contract Modification Procedures for administrative procedures for handling changes to the Contract. 2. Section 01.22.00 - Unit Prices for administrative requirements governing use of unit prices. 3. Section 01.74.19 - Construction Waste and Demolition Management 4. Section 01.77 00 - Completion Project Completion Procedures 5. Section 01.78.39 - Project Record Drawings a E O 1.3 SCHEDULE OF VALUES A. Definition - Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. B. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, some which can be found in the DHCD Construction Handbook or at the end of this section: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. c. Contractor's Construction Schedule. 2. Submit the Schedule of Values to Prime Designer at earliest possible date but no later than seven days before the date scheduled for submittal of the initial Application for Payment. 3. Sub-schedules: Where the Work is separated into phases requiring separately phased payments, provide sub-schedules showing values correlated with each phase of payment. PAYMENT PROCEDURES 01 2900 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 ct Manual table of contents as a guide to C. Format and Content: Use the Probe establish line items for the Summary Schedule of Values. Provide a minimum of at least one line item for each Specification Section. Provide additional breakdown of larger sections when requested by the Prime Designer 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Prime Designer. c. Department's FISH number. d. Contractor's name and address. e. Date of submittal. 2. Submit draft Schedule of Values using the Application for Payment Continuation Sheets (01.29.00.02). Copies can be found in the V Construction Handbook. A sample can be seen at the end of this section 3. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: s a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Change Orders Approved by the LHA and Department. e. Dollar value. 4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. V) Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts in accordance with the examples shown in the Construction Handbook. 5. Subdivide filed subcontract amounts into major tasks. 6. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 7. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include evidence of Transfer of Title of material and proof of ownership by the contractor, insurance or bonded warehousing. 8. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 9. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work in place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at DHCD Construction Advisor's option. PAYMENT PROCEDURES 01 2900 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.4 APPLICATIONS FOR PAYMENT A. Payment Application Content: Each Application for Payment shall be consistent with previous applications and payments as certified by the Prime Designer and paid for by the Owner. B. The Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involves additional requirements C. Payment Application Times: Progress payments shall be submitted to the Prime Designer on a day agreed to at the beginning of the work by the Prime Designer, Owner, and DHCD Construction Advisor. The period covered by s each Application for Payment is one month, ending on the last day of the month. m s D. Payment Applications Forms: Use the Application for Payment and Continuation forms found in the Construction Handbook. These forms are also available on the DHCD Web site www.Mass.gov/dhcd and a sample can been seen at the end of this section. 0 E. Application Preparation: Complete every entry on the form. The form shall be executed and notarized.by a person authorized to sign legal documents on a behalf of Contractor. The Prime Designer will return incomplete applications without action for not being in proper form. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders approved by the Owner and Department before the last day of the construction period covered by application. F. Transmittal: Submit 1 signed and notarized original copy of each Application li for Payment to the Prime Designer by a method ensuring receipt within 24 hours. G. Initial Application for Payment: Administrative actions and submittals that j must precede or coincide with the submittal of first Application for Payment include the following: 1. Project Directory. 2. Schedule of Values. 3. Contractor's Construction Schedule. 4. Products list. 5. Any proposed product substitutions/or equals. 6. Submittals Schedule. 7. List of Contractor's staff assignments (Project Directory). 8. List of Contractor's principal consultants. PAYMENT PROCEDURES 01 2900 - 3 r 2 16 North Andover Housing Authority 13 Ap 0 Siding and Bulkhead Repairs, 200-1 Project#196034 9. Copies of building permits. 10.Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. H. Payroll Certifications — In addition to the requirement to provide weekly payroll certifications as required by MGL c.149 §§26 - 27H, the Contractor shall provide evidence that required each Application for Payment that such submissions are current. Applications received without such certified payroll documentation shall be considered not in proper form and returned to the Contractor for re-submittal with required documentation. I. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially s complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the J 0 Work. U 2 J. Final Payment Application: Submit the final Application for Payment with supporting documentation required by Section 01.77.00 Close out Procedures 0 and 01.78.39 Project Record Drawings. m END OF SECTION PAYMENT PROCEDURES 01 2900 -4 APPLICATION AND CERTIFICATE FOR PAYMENT PAGE ONE OF Contractor: To: Housing Authority Telephone: Telephone: Fax: Fax: Email: Email: Development No. Period Ending: Contract for: FISH No: CONTRACTOR'S APPLICATION FOR PAYMENT umber Application is made for payment,as shown below in connection with the Continuation Sheet 1. ORIGINAL CONTRACT SUM. 00 2. Net change by Approved Change Orders $ f 00 List On Attached Continuation Sheet , 3. CONTRACT SUM TO DATE (Line 1+Line 2) $ 0 4. TOTAL COMPLETED &STORED TO DATE $ .00- 5. RETAINAGE- 5% of Total Completed and Store $ / .00 6. TOTAL COMPLETED LESS RETAINAGE (Line 4� Line 5) .00 7. LESS PREVIOUS APPROVED CERTIFICATES EN .00 8. CURRENT PAYMENT DUE (Line 6— ' e57) .00 The undersigned Contractor certifies that to the best o e C ntra s k wledge, 'nformation and belief the Work covered by this Application for Payment has been completed in rd the ntr Docu nts,that all amounts have been paid by the Contractor for Work for which previous Certifi es f !X.Irl issta , an ayme received from the Owner,that all workers used on this project have been paid in actor face with L.c.1 §26• ,t all su ntractors have been paid in accordance with M.G.L. c.30§39F, that the Contractor h compied ap le to aws ursupdt to M.G.L. c.62(c)§49(a),and that the current payment shown herein is now due. AccLance the i ay a due der ' contract shall operate as a release to the Owner,Department and Architect from all claims liatiI CONTRACTOR: tate o Countyof; his . ay of 20_ before me, the undersigned nota It personally appeared, pro d t me through satisfactory evidence which was By: at to be the person whose name is / i dont epreceding document in my presence i rTARY SEAL otary Public: My Commission expires: ARCHITECT/ENGINEE ' CERTIF EF ENT In accordance with the Contract Docume ts,bas d on ite observations and the data comprising the application,the Architect/Engineer certifie to the Owner that to the best of the Arc 'ec ineees knowledge,information and belief the Work has progressed as indicated,the quality of t Work is in accordance with the Contra Documents,a d the Contractor is entitled to payment of the AMOUNT CERTIFIED. ARCHITECT/ENGINEER AMO ERTIFIED..............................$ Attac h an explanation if the amount certified differs from the By: Date amount claimed due by the Contractor on line 8 above. Initial all figures on the application and any continuation shee Title that changed in accordance with M.G.L.c.30§39K. Housing Authority DHCD Construction Advisor: DHCD-Director Construction Management By. By: By. Date: Date: Date: F D AMOUNT APPROVED $ DHCD Application for Payment Cover Sheet 01.29.00.01 Project: Continuation Sheet Page of Payment Application Number: Period to: A B C D E F G H I Materials Total Spec. Description of Work Scheduled Previously Completed Stop Completed and % Balance to Section Value Approved this Period Stored to Date Finish N n D or. D+E+F t r DHCD Application for Payment Continuation Sheet 01.29.00.02 I North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 01.31.00 PROJECT MANAGEMENT AND COORDINATION 1.1 GENERAL PROVISIONS A. The Conditions of the Contract and other Sections of Division I, General Requirements apply to this section. 1.2 RELATED SECTIONS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply 0 to this Section. N Z Q B. Related Specification Sections include the following: s 1. Section 01.45:00 - Quality Control 2. Section 01.50.00 - Temporary Facilities and Controls 01 3. Section 01.74.19 - Construction Waste and Demolition Management u J 1.3 PROJECT MANAGEMENT a A. The Contractor's attention is directed to Article 4 of the General Conditions. E 0) 0 B. Project Superintendent. 1. The Contractor shall employ a Superintendent and necessary assistants who shall be in attendance at 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. 2. The Superintendent shall be a competent and responsible employee, satisfactory to the Owner, who is regularly employed by the Contractor and is designated by the Contractor as its representative to be in full time attendance at the Project site throughout the construction of the Work. 3. The Superintendent shall be responsible for coordinating all the Work of the Contractor and the Subcontractors. The Superintendent shall be licensed consistent with the Massachusetts Building Code. 4. The.Superintendent's resume shall be submitted to the Owner prior to commencement of construction and must demonstrate to the Owner's reasonable satisfaction that the Superintendent has performed the same duties on previous construction projects similar to the Project 5. The Superintendent shall attend each job meeting. 6. The Contractor must supply to the Owner the home telephone number of a PROJECT MANAGEMENTAND COORDINATION 01 31 00 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 responsible person who may be contacted during non-work-hours for emergencies on the Project. C. Project Meetings 1. Prior to commencement of the Work, the Contractor shall meet in conference with representatives of the Owner, Department, and Prime Designer to discuss and develop mutual understandings relative to administration of the quality assurance program, safety program, labor provisions, the schedule of work, and other Contract procedures. 2. The Prime Designer will regularly conduct job meetings, and keep the Owner informed of the progress and quality of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. The Prime Designer's minutes of meetings shall be the official minutes kept on the Project. The Prime Designer shall provide copies of the meeting minutes to the Contractor, Owner, Construction Advisor, and under separate cover forward a copy (for informational purposes only) to the Department's s Architectural and Engineering Services Unit. D. The Department's procedures, forms, and practices which must be employed on the Project are described in the Construction Handbook, and will be 0 explained at the pre-construction conference. U O d 1.4 COORDINATION E 8 A. All dwelling units will be occupied during construction. The Contractor shall m take all necessary precautions to ensure the public safety and convenience of the occupants during construction B. The Contractor is responsible for the security of partially completed work until the project is accepted by the Owner. 1.5 LABOR A. The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them, and whenever the Owner shall notify the Contractor, in writing, that any worker is, in its opinion, incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such employee shall be discharged from the Work and shall not again be employed on the Project except with the consent of the Owner. PROJECT MANAGEMENTAND COORDINATION 01 31 00 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 B. Workers shall refrain from smoking while performing work inside dwelling units, including basement areas. The Contractor shall remove from the project workers who consistently violate this provision 1.6 SHUTDOWN OF SERVICES A. The Contractor's attention is especially called to the fact that the continuous operation of services for this housing development is mandatory. If the development is to be left without heat, hot water, domestic water, electricity, gas, sanitary facilities, or any other services for more than an eight hour period, the Contractor shall submit a letter to the Owner and obtain written approval from the Owner before proceeding. s B. If the Owner will not allow this shutdown, but wants instead a temporary means of supplying said services, the Contractor shall supply all labor, s materials or 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. J 0 1.7 COORDINATION U d a A. The Contractor shall submit for approval to the Owner a detailed operational plan showing the sequence of operations prior to commencement of any work at the site. The Owner must approve any changes to this operational plan. B. The work must be completed in a continuous uninterrupted operation. The Contractor must use sufficient personnel and adequate equipment to complete all the necessary work requirements within a minimum period of time. C. Unless specifically authorized by the Owner, in writing, the work must be conducted between the hours of 8:00 a.m. and 4:30 p.m. on Monday through Friday. No work is to be done on holidays, Saturdays, or Sundays other than for emergencies. D. There shall be no storage of materials, tools, and/or equipment within any of the occupied dwelling units. Any storage within unoccupied dwelling units or other space controlled by the Owner must be authorized by the Owner, in writing. E. Only materials and/or equipment intended and necessary for immediate use shall be brought into the dwelling units. At the end of each work day and at the completion of each phase of work, equipment and leftover or unused materials shall be removed from each dwelling unit. PROJECT MANAGEMENTAND COORDINATION 01 31 00 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 F. Whenever work is to be done inside occupied units the Contractor's superintendent and an Owner's representative shall conduct a pre-work inspection of each unit to make note of existing conditions in the unit. Special attention should be paid to areas where new work will meet existing conditions. 1.8 OWNER'S COOPERATION A. The Owner shall assist the Contractor to perform the Work in accordance with the approved operational plan by removing obstructions that may be in the Contractor's way, upon proper notice from the Contractor. B. The Owner may provide a Resident Coordinator to act as liaison with residents and to assist the Contractor in fulfilling the following: 1. Notifying all residents two (2) weeks before any work is scheduled in their apartments. s 2. Notifying each resident in writing forty-eight (48) hours before work is scheduled in his or her particular apartment. a 3. Obtaining signed permission to enter the apartment, if the resident will not be at home. J 4. Obtain from the Owner the keys for any vacant apartment(s) or any apartment(s) where the resident is not at home. The Resident Coordinator will be responsible for the safekeeping of such keys and shall return them at r the end of the workday to the Owner. 5. Notify the Owner of any resident who refuses to cooperate with the proposed operational plan. END OF SECTION PROJECT MANAGEMENTAND COORDINATION 01 31 00 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.33.00 SUBMITTALS - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1.1 RELATED DOCUMENTS A. This Section supplements Subparagraphs 4.6.3 and 5.3.5 and Paragraphs 4.7, 4.8, and 4.15 of the General Conditions. B. Consult the individual sections of the specifications for the specific submittals required under those sections and for further details and descriptions of the requirements. C. Section 01.25.00 OR Equals - Product Substitution Procedures. V s D. Section 01.74.19 Construction and Demolition Waste Management. Y S 1.2 GENERAL PROCEDURES FOR SUBMITTALS 0 a A. Timeliness -The Contractor shall transmit each submittal to the Prime Designer sufficiently in advance of performing related Work or other applicable activities so that the installation is not delayed by processing times, including a disapproval and resubmittal (if required), coordination with other submittals, testing, purchasing, fabrication, delivery, and similar sequenced activities. No o extension of time will be authorized because of the Contractor's failure to co transmit submittals to the Prime Designer in advance of the Work. B. Sequence -The Contractor shall transmit each submittal in a sequence which will not result in the Prime Designer's approval having to be later modified or rescinded by reason of subsequent submittals which should have been processed earlier or concurrently for coordination. C. Contractor's Review and Approval - Only submittals received from and bearing the stamp of approval of the Contractor will be considered for review by the Prime Designer. Submittals shall be accompanied by a transmittal notice stating name of Project, date of submittal, "To", "From" (Contractor, Subcontractor, Installer, Manufacturer, Supplier), Specification Section, or Drawing No. to which the submittal refers, purpose (first submittal, resubmittal), description, remarks, distribution record, and signature of transmitter. D. Prime Designer's Action -The Prime Designer will review the Contractor's submittals and return them with one of the following actions recorded thereon by appropriate markings: SUBMITTAL- SHOP DRAWINGS, PRODUCT DATAAND SAMPLES 01 3300 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1. Final Unrestricted Release: Where marked "Approved"the Work covered by the submittal may proceed provided it complies with the requirements of the Contract Documents. 2. Final-But-Restricted Release: When marked "Approved as Noted" the Work may proceed provided it complies with the Prime Designer's notations or corrections on the submittal and complies with the requirements of the Contract Documents. Acceptance of the Work will depend on these li n comp a ces. 3. Returned for Re-submittal: When marked "Revise and Resubmit" or "Disapproved" the Work covered by the submittal (such as purchasing, fabrication, delivery, or other activity) should not proceed. The submittal should be revised or a new submittal resubmitted without delay, in accordance with the Prime Designer's notations stating the reasons for returning the submittal. N 11 11 Z 4. No Action Required: When marked No Action Required", the Work covered a a q , by the submittal is for information only and does not require review or action s by the Prime Designer. a E. Processing -All costs for printing, preparing, packaging, submitting, resubmitting, and mailing/delivering submittals required by this Contract shall 0 be included in the Contract Sum. 1. The Contractor shall electronically deliver(in PDF format) submittals to the Prime Designer and copy the Owner. Submittals forwarded directly from subcontractors, manufacturers or vendors or directly to the Prime cn Designer's consultants will be returned without action. The Prime Designer will be responsible for distribution of the submittals to the consultants for review and action. 2. The Contractor shall be responsible for preparing a "hard copy" of the submittal (up to five copies, two of which will be returned to the Contractor) when requested b the Prime Designer and/or Owner in writing. The q Y 9 9 Contractor will be responsible for converting the hard copy submittal, with the Prime Designer's actions, into an electronic format (in PDF format) as part of the final close-out documents. 3. Upon review by the Prime Designer, the consultants and/or the Owner, the Prime Designer will return an electronic copy of the submittal annotating the action taken. 4. The Contractor is responsible for distribution of the reviewed submittals to the Contractor's personnel and subcontractors. 5. The Contractor shall retain an electronic copy of each submittal and the action taken by the Prime Designer for submission as "record submittals" at the close-out of the Project in accordance with Section 01.77.00. 1.3 OR EQUALS A. Definition -Whenever a specification section names one or more brands for a SUBMITTAL- SHOP DRAWINGS, PRODUCT DATAAND SAMPLES 01 3300 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 given item, and the Contractor wishes to submit, for consideration, another brand, the submission shall be considered an "or-equal" or a "material substitution". For the purposes of this Contract, the terms "or-equal" and "material substitution" shall be considered synonymous. B. In no case may an item be furnished on the Work other than the item named or described, unless the Prime Designer, with the Administrator's written concurrence, shall consider the item equal to the Item so named or described, as provided by M.G.L. c.30 § 39M. C. The equality of items offered as "equal" to items named or described shall be proved to the satisfaction of the Prime Designer at the expense of the Contractor submitting the substitution in accordance with the process described N in Section 01.25.00 of these specifications. s N Z Q g 1.4 SUBMISSION OF PRODUCT DATA I A. The Contractor shall submit Product Data to the Prime Designer. All such data shall be specific and identification of material or equipment submitted shall be clearly marked in ink. Data of general nature will not be accepted. V I 2 a B. Product Data shall be accompanied by a transmittal notice. The Contractor's stamp of approval.shall appear on the printed information itself, in a location 0 which will not impair legibility. m C. Product Data returned by the Prime Designer as "Disapproved" shall be resubmitted in 7 copies until the Prime Designers approval is obtained. D. When the Product Data are acceptable, the Prime Designer will stamp them "Approved" or"Approved as Corrected", to the Contractor. The Contractor shall provide and distribute additional copies as may be required to complete the Work. E. The Contractor shall maintain one full set of approved, original, Product Data at the site. 1.5 SUBMISSION OF SHOP DRAWINGS A. Shop Drawings shall be complete, giving all information necessary or requested in the individual section of the specifications. They shall also show adjoining Work and details of connection thereto. B. Shop Drawings shall be for whole systems. Partial submissions will not be accepted. SUBMITTAL- SHOP DRAWINGS, PRODUCT DATAAND SAMPLES 01 3300 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 C. The Prime Designer reserves the right to review and approve shop drawings only after approval of related product data and samples. D. Shop drawings shall be properly identified and contain the name of the project, name of the firm submitting the shop drawings, shop drawing number, date of shop drawings and revisions, Contractor's stamp of approval, and sufficient spaces near the title block for the Prime Designer's stamp. E. The Contractor shall submit shop drawings to the Prime Designer. If hard copy is submitted, the prints (seven copies, four of which will be returned to the Contractor) shall be mailed or delivered in roll form. Each submittal shall be accompanied by a transmittal notice bearing the Contractor's approval stamp. F. When the Prime Designer returns a marked submittal with the stamp "Revise and Resubmit" or"Disapproved", the Contractor shall correct the original s drawing or prepare a new drawing and resubmit thereof to the Prime Designer for approval. This procedure shall be repeated until the Prime Designer's approval is obtained. U J G When the Prime Designer returns submittal with the stamp "Approved" or "Approved as Corrected", the Contractor shall provide and distribute electronic copies (PDF format) and/or prints for all Contractor and Subcontractors use. n m SH. The Contractor shall maintain one full set of approved shop drawings at the site. 1.6 SUBMISSION OF SAMPLES A. Unless otherwise specified in the individual section, the Contractor shall submit two specimens of each sample. B. A transmittal notice with the Contractors stamp of approval shall be included with all sample submittals. C. Samples shall be of adequate size to permit proper evaluation of materials. Where variations in color or in other characteristics are to be expected, samples shall show the maximum range of variation. Materials exceeding the variation of approved samples will not be approved on the Work. D. Samples of items of interior finishes shall be submitted all at once to permit a coordinated selection of colors and finishes. E. Samples that can be conveniently mailed shall be sent directly to the Prime Designer, accompanied by a transmittal notice. All transmittals shall be SUBMITTAL- SHOP DRAWINGS, PRODUCT DATAAND SAMPLES 01 3300 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 stamped with the Contractor's approval stamp of the material submitted. F. All other samples shall be delivered at the field office of the Project Representative with sample identification tag attached and properly filled in. G. Transmittal notice of samples so delivered with the Contractor's stamp of approval shall be mailed to the Prime Designer. H. If a sample is rejected by the Prime Designer, a new sample shall be resubmitted in the specified manner. This procedure shall be repeated until the Prime Designer approves the sample I. Samples will not be returned unless return is requested at the time of submission. The right is reserved to require submission of samples whether or s not particular mention is made in the specifications, at no additional cost to the Owner. Y g 0 END OF SECTION 01a U 0 0 U d d N C f0 E N 0 0 m SUBMITTAL- SHOP DRAWINGS, PRODUCT DATAAND SAMPLES 01 3300 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.45.00 QUALITY CONTROL 1.1 GENERAL SCOPE OF THE WORK A. General Contractor's quality control and control of installation. B. Tolerances. C. References. D. Mock up requirements. I s E. Testing and Inspection Services. F. Manufacturers' field services. G. Examination. U J 1.2 RELATED DOCUMENTS U d a A. This section supplements the General Conditions, Supplementary Conditions, o the Drawings, and all other parts of the Contract Documents. 0 m B. Consult the individual sections of the specifications for specific items required under those sections. 1.3 QUALITY CONTROL AND CONTROL OF INSTALLATION A. The General Contractor shall provide inspections, tests, and quality control services specified herein and in individual specification sections and required by governing authorities having jurisdiction, except where they are specifically required under a filed sub-bid section of the specification. In those cases they will be the responsibility of the filed subcontractor. Monitor quality control over suppliers, manufacturers, products , services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturer's instructions, including each step in sequence. C. When manufacturer's instructions conflict with the Contract Documents, request clarification from the Prime Designer before proceeding. QUALITY CONTROL 01 4500 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 D. Comply with specified standards as minimum quality of Work except where more stringent tolerances, codes, or specific requirements indicate higher standards or workmanship. I E. Perform the Work using persons qualified to produce the required and specified quality. F. Verify field measurements are as indicated on Shop Drawings or as instructed by the manufacturer. G. Secure products in place with appropriate positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. s N Z 1.4 TOLERANCES ' Y 8 A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not allow tolerances to accumulate. J B. Comply with manufacturer's tolerances. When manufacturers' tolerances conflict with Contract Documents, request clarification from the Prime v Designer before proceeding. U) C U) C. Adjust products to appropriate dimensions; position before securing products 8 intoP lace. 1.5 REFERENCES A. For products or workwomanship specified by associations, trade or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on the date of Bid Opening. Except where specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections. D. When specified reference standards conflict with Contract Documents, request clarification from the Prime Designer before proceeding. E. Neither contractual relationships, duties, nor responsibilities of parties, nor those of the Prime Designer shall be altered from the Contract Documents by mention or inference otherwise in reference documents. QUALITY CONTROL 014500 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.6 MOCK UP REQUIREMENTS A. Tests will be performed under provisions identified in this section and identified in respective product specifications. B. Assemble and erection specified items with specified attachment and anchorage devices, flashings, seals and finishes. C. Accepted mock-ups shall be the comparison standard for remaining Work. D. Where mock-up has been accepted by the Prime Designer and is specified in product specification sections to be removed; remove mock-up and clear area when directed to do so by the Prime Designer. s N Z Q 1.7 TESTING AND INSPECTION SERVICES Y , g A. The Owner may employ and pay for specified services of an independent firm to perform testing.and.inspection. U J B. Reports will be submitted by the independent firm to the Prime Designer and Contractor indicating observations and results of tests. a C. The Contractor and all Subcontractors shall cooperate with the independent firm, furnish sample materials, design mixes, equipment, tools, storage, safe Ca access, and assistance by incidental labor as requested. 1. Notify the Prime Designer 24 hours prior to expected time for operations requiring services. 2. The Prime Designer will make the final decision as to when services or testing will or will not be performed. 3. Make arrangements with the independent firm and pay for additional samples and tests for the Contractor's use. D. Testing and.employment of testing agency or laboratory shall not relieve the Contractor of the obligation to perform work in accordance with the requirements of the Contract Documents. E. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Prime Designer. Payment for re-testing or re-inspection will be charged to the Contractor by deducting testing charges from the Contract Sum. F. Testing Agency responsibilities: 1. Test samples of mixes submitted by the Contractor. QUALITY CONTROL 014500 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 2. Provide qualified personnel at the site. Cooperate with the Prime Designer and Contractor in performance of services. 3. Perform specified sampling and testing of products in accordance with specified standards. 4. Promptly notify the Prime Designer and Contractor of observed irregularities or non-conformance of Work or products. 5. Perform additional tests required by the Prime Designer. 6. Attend progress meetings if requested by the Prime Designer. G. Testing Agency Reports: After each test, promptly submit two copies of the report to the Prime Designer and to the Contractor. Provide interpretation of the results when requested by the Prime Designer. All test reports shall include: N 1. Date issued. 2. Project title and number. 3. Name of inspector. g 4. Date and time of sampling or inspection. 5. Identification of product and specification section(s). 6. Test location. 7. Type of inspection or test. 8. Date of test. 9. Results of tests or inspection. 10.Conformance with Contract Documents. a H. Limits of Testing Agency Authority 1. Testing Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Testing Agency may not approve or accept any portion of the Work. 3. Testing Agency may not assume duties of the Contractor. 4. Testing Agency has no authority to stop Work. 1.8 MANUFACTURERS' FIELD SERVICES A. When individual specification section(s), require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces to receive work, and installation quality of workmanship, start-up of equipment , test, adjust, and balance equipment as applicable and to initiate instructions when necessary these services shall be provided at no additional cost to the Owner. B. Submit the qualifications of any observers to the Prime Designer and Owner prior to of required observations. Observers are subject to the approval of the Owner based on the observer's credentials. This submission shall be made allowing adequate time for the Prime Designer to review the observer's QUALITY CONTROL 014500 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 credentials. This approval does not relieve the Contractor of any obligation to complete the Work in accordance with the Contract Documents. C. Report to the Prime Designer, observations and site decisions or instruction given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. 1.9 EXAMINATION A. The Contractor shall verify existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. s B. The Contractor shall verify existing substrate is capable of structural support or attachment of new Work being applied or attached. Y O O C. The Contractor shall examine and verify specific conditions described in individual specification sections. U J D. The Contractor shall verify utility services are available, of correct characteristics, and in correct locations. U d d C l0 0 END OF SECTION m QUALITY CONTROL 014500 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.50.00 TEMPORARY FACILITIES AND CONTROLS 1.1 GENERAL REQUIREMENTS A. The Contractor shall be responsible for providing and maintaining all temporary facilities until Substantial Completion. Removal of such prior to Substantial Completion must be with the concurrence of the Prime Designer. The Contractor bears full responsibility for re-providing any facility removed prior to Substantial Completion. B. Removal of all temporary facilities shall be a condition precedent to Substantial Completion unless directed otherwise by the Prime Designer or s specifically noted in the specifications. m C. The Contractor must comply with all safety laws and regulations of the Commonwealth of Massachusetts, the United States Government, and local a government agencies applicable to Work under this contract. The Contractor's attention is directed to the Commonwealth of Massachusetts, Department of Labor and Workforce Development Regulations. U S O U N d 1.2 TEMPORARY ELECTRICITY E U) 0 A. Temporary service and lighting shall be provided by a licensed electrician selected and paid for by the Contractor. This work shall be performed under the direct supervision of at least one master electrician, who will be present on the project at all times when such work is being performed. This service shall include coordination with the local utility and other authorities having jurisdiction. B. The Contractor may make use of the electricity available at the site, metered and paid for by the Owner. C. Where heavy duty electric equipment drawing current in excess of 15 amperes is involved, the trade requiring such excessive amperage shall provide temporary service to supply the power. D. All temporary work shall be provided in conformity with the National Electric Code, State laws, and requirements of the power company. Particular attention is called to Commonwealth of Massachusetts, Department of Labor Division of Occupational Safety Regulations. E. Temporary Electric Service and Lighting shall include but not be limited to: 1. All labor, materials, and equipment necessary to supply temporary power TEMPORARY FACILITIES AND CONTROLS 01 5000 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 of adequate capacity for the project. 2. Transformers and meters, when required by the power company, furnished by the power company and paid for by the Contractor. 3. Temporary work of a special nature, not otherwise specified hereunder, shall be provided, maintained, and paid for by the trade requiring same. j4. The Contractor shall furnish, install, and maintain lamps in operating condition. 5. The Contractor, and each Subcontractor, shall furnish their own extension cords and additional lamps as may be required for their work. 6. All lamps installed in permanent lighting fixtures and used as temporary lights during the construction period shall be removed and replaced shortly before Substantial Completion by the appropriate set of lamps required to be provided under the Electrical section of the specifications. 7. The temporary electrical facilities shall be dismantled and completely removed from the project site. This removal shall occur when the permanent electrical system is operational and accepted by the Prime s Designer. Removal shall be done by a properly licensed electrician. m U 1.3 TEMPORARY FIRE PROTECTION U 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 S and construction debris is promptly removed from the site. m B. installation of equipment suitable for fire protection shall be done as soon as possible after 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 454 CMR. 1.4 TEMPORARY HEAT- Interior- NOT USED 1.5 TEMPORARY HEAT- Exterior- NOT USED 1.6 TEMPORARY TELECOMMUNICATIONS - NOT USED 1.7 TEMPORARY WATER A. The Contractor shall make arrangements with the local water department for obtaining temporary water connections and shall pay costs thereby incurred. This includes the furnishing, installing and removing of equipment and piping TEMPORARY FACILITIES AND CONTROLS 01 5000 - 2 North Andover Housing Authority 13 Apr 2016 Sidingand Bulkhead Repairs, 200-1 P , Project#196034 to provide water for the execution of the Work. B. The Contractor shall pay the cost of water consumed by trades until Substantial Completion. C. The Contractor shall provide an adequate supply of cool drinking water with individual drinking cups for personnel on the job. D. When the existing and/or new permanent water distribution system is in operating condition, the Contractor may request in writing to the Awarding Authority the use of the permanent water distribution system, provided that the Contractor: 1. assumes full responsibility for the used portions of the water distribution 0 system; and 2. pays all costs for operation, maintenance, cleaning, and restoring to original condition of used portions. Y o ' 0 E. The Contractor may make use of the available water supply at the Site for construction purposes, provided the permission of the Awarding Authority is obtained beforehand and only as long as the water is not used wastefully. 0 F. The Contractor shall provide all necessary piping and hoses to utilize the available sources of water. n r m E Cn O 1.8 TEMPORARY FIELD OFFICES A. The Contractor shall provide a suitable field office at the site or off-site for use by the Contractor's personnel. The Contractor shall include any general services at the Site as specified herein and as required for proper and expeditious prosecution of Work. Unless otherwise specified, the Contractor shall pay for all temporary facilities and general services until Final Acceptance of the Work and shall remove same at completion of the Work. B. All such services and facilities shall comply with applicable Federal, State and local regulations. C. If located on site, the office shall be set in a location approved by the Prime Designer and shall be maintained by the Contractor in a clean and orderly condition. 1.9 TEMPORARY STRUCTURES AND MATERIAL HANDLING A. The Contractor shall provide such storage sheds, temporary buildings, or trailers as required for the performance of the Contract. Subcontractors shall TEMPORARY FACILITIES AND CONTROLS 01 5000 - 3 i North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 j Project#196034 provide their own temporary buildings and trailers. B. Materials shall be handled, stored, installed, cleaned and protected in accordance with the best practice in the industry and, except where otherwise specified in the Contract Documents, in accordance with manufacturer's specifications and directions. C. The Contractor must obtain the written permission of the Awarding Authority for the use of any storage facilities available on Site, but the Awarding Authority assumes no responsibility for articles stored. 1.10 SANITARY FACILITIES Z A. The Contractor shall provide and service an adequate number of toilet booths with chemical type toilets. The Contractor shall pay for the installation, s service and removal of the chemical type toilets. B. The toilets shall be erected in a location approved by the Prime Designer and shall be maintained by the Contractor in a clean and orderly condition in 0 compliance with all local and state health requirements. U i S C. When the existing and/or new permanent sanitary system/facilities are in operating condition the Contractor may request in writing to the Awarding p 9 � Y q 9 9 E Authority the use of the permanent sanitary system/facilities, provided that the Contractor; 1. assumes full responsibility for the used portions of the sanitary system, and 2. pays all costs for operation, maintenance, cleaning, and restoring to original condition of used portions. D. If the Awarding Authority determines that the Contractor is not properly maintaining the permanent sanitary system/facilities, the Awarding Authority may prohibit the use of the permanent sanitary system/facilities and direct the Contractor to provide chemical type toilets. E. Under no circumstances will the Contractor'sp ersonnel be allowed to use Resident's toilets. i 1.11 TEMPORARY USE OF ELEVATOR - NOT USED 1.12 HOISTING FACILITIES A. Except as otherwise specified, the Contractor shall provide, operate, and TEMPORARY FACILITIES AND CONTROLS 01 5000 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 remove material hoists cranes, and other hoisting as required for the performance of the Work by all trades. All such hoisting service shall be without cost to the Subcontractors. B. Construction, maintenance and operation of material hoists shall conform to applicable requirements of the "Standard Safety Code for Building Construction", ANSI, to Association of General Contractor's "Manual" requirements and to State and local regulations. 1.13 TEMPORARY STAGING, STAIRS, CHUTES A. Except as otherwise specified, the Contractor shall furnish, install, maintain in s safe condition, and remove all scaffolds, staging, and planking over 8 ft. in height, as required for the use of all trades for proper execution of the Work. B. The Contractor shall furnish, install, maintain in safe condition and remove all temporary ramps, stairs, ladders and similar items as required for the use of all trades for the proper execution of the Work. t5 J C. Permanent stairs shall be erected as soon as possible, for which the Contractor shall provide temporary protective treads, risers, handrails and shaft protection. r D. The Contractor shall furnish, install, maintain, and remove covered chutes from openings in the exterior walls of upper floors. Such chutes shall be in convenient locations and permit disposal of rubbish directly into trucks or disposal units. E. Debris shall not be allowed to fall freely from upper levels of the building. Materials shall not be dropped from open windows. 1.14 TEMPORARY PARKING A. As directed by the North Andover Housing Authority. 1.15 TEMPORARY TRAFFIC CONTROL - NOT USED 1.16 TEMPORARY PROTECTION A. All Dwelling Units will be occupied during construction. The Contractor shall take all necessary precautions to ensure the public safety and convenience of the occupants during construction. TEMPORARY FACILITIES AND CONTROLS 01 5000 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 B. Any 9 9 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 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 shall match the existing in kind and p p 9 appearance. 1.17 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 s 1. Keeping common pedestrian and vehicular circulation areas clean and unobstructed; 2. Insulating work area from occupied portions as far as possible; and a 9 p p p , 3. Sealing dust and fumes from contaminating occupied spaces. 0 9.i i 1.18 TEMPORARY BARRICADES C m i A. The Contractor shall: 1. 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. 2. Provide temporary wood doors for exterior entrances and elsewhere as required. Permanent door enclosures shall not be used as temporary enclosures. 3. Protect sills, jambs, and heads of openings through which materials are handled. 4. 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. 5. 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 other trades will do future Work. 6. Protect all surfaces to receive work.by other trades from any soiling which TEMPORARY FACILITIES AND CONTROLS 01 5000 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 will prevent proper execution of subsequent work 7. Protect other areas, furniture, and private property of the residents and the Owner. Any areas damaged by the Contractor shall be restored to the original condition or compensated at the Contractor's expense. B. When applicable, 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 any Work 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 s all Work is in first class condition at the time of Substantial Completion. N Z Q rn 1.19 TEMPORARY PROTECTIVE WALKWAYS 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. U d d C f0 0 1.20 TEMPORARY CONSTRUCTION FENCE 0 m A. The Contractor shall be responsible for providing and maintaining temporary fencing or barricades around the construction as may be necessary to assure the safety of all persons authorized or unauthorized. Such protective measures shall be located and constructed as required by local, state, and federal ordinances, laws, codes, or regulations. 1.21 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 continuous watchmen service as necessary, to insure adequate protection of the general public. 1.22 TEMPORARY STORM WATER POLLUTION CONTROL A. Protect excavations, trenches, buildings and materials at all times from rain TEMPORARY FACILITIES AND CONTROLS 01 5000 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 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. 1.23 WEATHER PROTECTION A. The Contractor shall provide temporary enclosures and heat to permit work to be carried on during the months of November through March in compliance with MGL c.149 §44G (d). These specifications are not to be construed as requiring enclosures or heat for operations that are not economically feasible in the opinion of the Owner. Without limitation this includes such items as excavation, pile driving, steel erection, erection of certain exterior wall panels, roofing, and similar operations. s B. "Weather Protection" means the temporary protection of that Work adversely affected by moisture, wind, and cold by covering, enclosing, and/or heating. This protection shall provide adequate working areas during the months of November through March as determined by the Owner and consistent with the construction schedule to permit the continuous progress of all Work necessary to maintain an orderly and efficient sequence of construction operations. The Contractor shall furnish and install "Weather Protection" material and be responsible for all costs, including heating required to o maintain a minimum of 40 degrees F. at the working surface. This provision does not supersede any specific requirements for methods of construction, curing of materials, or the applicable conditions set forth in the Contract Documents with added regard to performance obligations of the Contractor. C. Within 30 calendar days after award of the Contract, the Contractor shall submit in writing, to the Prime Designer for approval, three (3) copies of the proposed methods for"Weather Protection". D. The Contractor shall assume the entire responsibility for weather protection during construction (until Substantial Completion), and shall be liable for any damage to any Work caused by failure to supply proper weather protection and proper ventilation. E. Work damaged by frost shall be removed and replaced by and at the Contractor's expense and as directed by the Prime Designer. F. It is to be specifically understood that the Contractor shall do no work under any conditions deemed unsuitable by the Contractor to the execution of the Work. This provision shall not constitute any waiver, release, or lessening of the Contractor's obligation to bring the Work to Substantial Completion within the period of time set forth in the Contract Documents. TEMPORARY FACILITIES AND CONTROLS 01 5000 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.24 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. 1.25 PROJECT SIGN - NOT USED s END OF SECTION Z Y g w O m U J U ❑ U N a N m E O ❑ ¢1 TEMPORARY FACILITIES AND CONTROLS 01 5000 - 9 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.73.29 CUTTING AND PATCHING 1.1 GENERAL SCOPE OF THE WORK A. Unless specified elsewhere, the Contractor shall be responsible for: 1. All cutting and patching required for the project construction. 2. Products and installation for patching and extending Work. 3. Transition and adjustments. 4. Repair of damaged surfaces, finishes, and cleaning. 5. Coordination of any cutting and patching required by subtrades. B. Cut existing construction to provide for installation of other components or s performance of other construction activities and the subsequent fitting and m patching required to restore surfaces to their original condition s C. The Contractor must comply with all safety laws and regulations of the Commonwealth of Massachusetts, the United States Government and local government agencies applicable to Work under this contract. The Contractor's attention is directed to the Commonwealth of Massachusetts, Department of Labor, Division of Occupational Safety Regulations. U x O U d a 1.2 RELATED SECTIONS E O co A. This section supplements the General Conditions including but not limited to. Article 4.3. of the General Conditions. B. Consult the individual sections of the specifications for specific items required under those sections. C. Section 01.74.13 - Progress Cleaning and Final Cleaning. D. Section 01.74.19 - Construction and Demolition Waste Management. 1.3 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting, including elements subject to damage or movement during cutting and patching. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. B. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Prime Designer's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner CUTTING AND PATCHING 01 7329 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 that would result in visual evidence of cutting and patching. Remove and replace visually unacceptable areas of cutting and patching at no additional cost to the Owner. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Beginning of cutting or patching means acceptance of existing conditions. E. After uncovering existing Work, assess conditions affecting performance of work. 1.4 PREPARATION N Q A. Employ skilled workmen to perform cutting and patching. Proceed with s cutting and patching at the earliest feasible time and complete without delay. d B. Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. U N C. Provide temporary supports to ensure structural integrity of the Work. E Provide devices and methods to protect other portions of Project from g damage. m D. Close openings in exterior surfaces to protect existing work [and salvage items] from weather and extremes of temperature and humidity. Insulate duct work and piping to prevent condensation in exposed areas. E. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion. F. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work. G. Remove debris and abandoned items from area and from concealed spaces. H. Prepare surface and remove surface finishes to provide for proper installation of new work and finishes. CUTTING AND PATCHING 01 7329 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.5 CUTTING A. Execute all cutting and fitting necessary to complete the Work. B. Where services are required to be remove, relocated, or abandoned, by-pass utility services, such as pipe or conduit, before cutting. Cut-off pipe or conduit j in walls or partitions scheduled to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. C. Uncover work to install improperly sequenced work. D. Remove and replace defective or non-conforming work. V s E. Provide openings in the Work for penetration of mechanical and electrical work. Cut holes and slots as small as possible, nearly to size required, and g with minimum disturbance of adjacent surfaces. Temporarily cover opening 0 when not in use. m v F. Employ skilled and experienced workers to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. U 2 a G. Cut rigid materials using power saw or core drill. Cut through concrete and masonry using a cutting machine, such as a carborundum saw or a diamond- 0 core drill. Pneumatic tools shall not be allowed without prior approval. 03 H. Cut existing construction using methods least likely to damage elements retained or adjoining construction. Where possible, review proposed procedures with the original Installer; comply with the original Installer's recommendations. I. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. J. Comply with requirements of applicable Specification Sections where cutting and patching requires excavating and backfilling or patching of pavement or concrete. K. Do not cut structural elements in a manner that would change their load- carrying capacity or load-deflection ratio. L. Do not cut operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. CUTTING AND PATCHING 01 7329 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 M. Perform cutting in a fashion that does not denigrate the energy performance of the building(s). 1.6 PATCHING A. Execute patching to complement adjacent, undisturbed finishes. B. Fit products together to integrate with other Work. C. Execute work by methods to avoid damage to other Work, and which will provide appropriate surfaces to receive patching and finishing. D. Perform patching in a fashion that does not denigrate the energy performance of the building(s). s E. Restore work with new products in accordance with requirements of Contract 0 Documents. F. Fit work tight to pipes, sleeves, ducts, conduit, and other penetrations through 0 surfaces. U 2 D G. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with appropriate material to full thickness of the 0 penetrated element as necessary to maintain the required rating. m H. Where new work abuts or aligns with existing, perform a smooth and even transition. Patch work to match existing adjacent work in texture and appearance. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. I. Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. Use materials whose installed performance will equal or surpass that of existing materials. J. Patch with durable seams that are as invisible as possible. Comply with specified tolerances. K. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. CUTTING AND PATCHING 01 7329 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 L. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. M. Where walls or partitions are to be removed, patch and repair voids left in floor, wall and ceiling surfaces where the existing construction is removed. Provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. N. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch after the area has received primer and second coat. s O. Patch, repair, or re-hang existing ceilings as necessary to provide an even- plane surface.of uniform appearance. Y S P. Where cutting and patching involves plaster refer to applicable Sections for plastering requirements. In lieu of specific requirements, comply with the following: 1. Comply with ASTM C 842 2. Comply with manufacturer's instructions and install thickness and coats as indicated. 3. Unless otherwise indicated, provide 3-coat work. 0 4. Base Coat: Ready-mixed, sand aggregate gypsum plaster base. ca 5. Finish Coat: Ready-mixed gypsum finish plaster. 6. Finish gypsum plaster to match existing adjacent surfaces. Sand lightly to remove trowel marks and arises. 1.7 CLEANING .A. In addition to cleaning specified in Section 01.74.13, clean all areas affected by the work of this Section.including personal belongings affected by this work. B. Completely inappropriate remove paint, mortar, oils, putty, and similar items. C. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. D. When cutting and patching in occupied units clean affected areas daily and or immediately after completion of the cutting and/or patching work. END OF SECTION CUTTING AND PATCHING 01 7329 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 01.74.13 PROGRESS CLEANING - FINAL CLEANING 1.1 SCOPE A. This section specifies the requirements for maintaining a clean and orderly work site during and at the completion of the Work. B. Pay special attention to work areas that affect occupied residents' spaces and public areas. 1.2 RELATED DOCUMENTS V s A. This section supplements Article 4.17 of the General Conditions. m s B. Consult the individual sections of the specifications for cleaning of Work 0 installed under those sections. C. Section 01.73.29 - Cutting and Patching. 0 D. Section 01.74.19 - Construction Waste Management and Disposal. n t m 0 1.3 CLEANING DURING CONSTRUCTION A. Conduct all cleaning and disposal operations to comply with all federal, state, and local laws, regulations, codes, ordinances and by-laws. 1. Do not burn or bury rubbish and waste materials on the site. 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 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. Do not leave debris in occupied units. F. Provide on-site containers for collection of waste materials and rubbish. G. At the end of each day, remove and legally dispose waste materials and rubbish from site. i PROGRESS CLEANING - FINAL CLEANING 01 7413 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 H. Vacuum clean interior building areas when ready to receive finish painting, and continue vacuum cleaning on an as-needed basis until Substantial Completion. I. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. J. Disposal of materials shall be in compliance with all applicable laws, regulations, ordinances, codes, and by-laws. 1.4 FINAL CLEANING A. Prior to submitting a request to the Prime Designer 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 surfaces are clean. Leave the Project clean and ready for occupancy. B. Unless otherwise specified under other sections of the Specifications, the Contractor shall perform final cleaning operations as herein specified prior to 0 final inspection. U C. Cleaning shall include all surfaces, interior and exterior, which the Contractor r has had access to, whether new or existing. E ca 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 not 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 trades where needed, whether or not cleaning by such trades is included in their respective specifications. 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. PROGRESS CLEANING - FINAL CLEANING 01 7413 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 K. Wash and polish all mirrors. L. Repair, patch, and touch up marred surfaces to the specified finish, to match adjacent surfaces. M. Polish glossy surfaces to a clear shine. N. Do the final cleaning of resilient floors and wood floors as specified under the respective sections of the Specifications. O. Leave all architectural metals, hardware, and fixtures in undamaged, polished conditions. s P. Leave pipe and duct spaces, plenums, furred spaces and the like clean of debris and decayable materials. g Q. In cleaning items with manufacturer's 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. U d d R. Broom clean exposed concrete surfaces and paved surfaces. Rake clean 0 other surfaces of grounds. m S. Ventilating systems - Replace filters and clean ducts, blowers, and coils if units were operated during construction. T. Owner's responsibility for cleaning commences at Substantial Completion. END OF SECTION PROGRESS CLEANING - FINAL CLEANING 01 7413 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.74.19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 1.1 DESCRIPTION OF WORK A. This section describes the requirements for the Contractor and all subcontractors to minimize construction waste and debris and to reuse, salvage, and recycle to the greatest extent possible. B. This section specifies certain wastes that are required to be recycled. C. This section includes a standard Waste Management Report Template (01.74.19.01). s N Z Q 1.2 RELATED SECTIONS Y 0 0 0 A. 01.29.00 - Payment Procedures. i B. 01.33.00 - Submittals. 0 C. 02.45.00 - Demolition including Shingles (if applicable). r D. 06.10.00 - Carpentry (if applicable). 0 E. 07.30.00 -Asphalt Shingles including Gutters and Downspouts (if applicable). 1.3 WASTE MANAGEMENT GOALS A. The Owner's.waste management goals include increased recycling and conservation of materials. Construction and Demolition Wastes have been identified as a particular target for reuse and recycling, for several reasons. B. Required Recycling - Recycling is required for each of the following materials if that particular material is expected to be part of the project's demolition and/or construction waste: 1. Roof Shingles. 2. Metal Gutters and Downspouts. 3. Cardboard & paper packaging. 1.4 PRE-CONSTRUCTION WASTE MANAGEMENT REPORT SUBMITTAL I CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 74 19 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 A. Prior to any waste removal, the Contractor shall submit a completed Draft Pre-Construction Waste Management Report (01.74.19.01) to the Prime Designer and B. If there are additional items to those listed the Contractor may also submit a completed list of items that will be voluntarily recycled on form 01.74.19.02. C. The following databases may be used to find recyclers/haulers for construction debris. 1. Massachusetts Department of Environmental Protection www.Mass.gov/DEP/recycle. 2. The GSA Environmental Strategies and Safety www.wbdg.org/tools/cwm.php. N 1.5 THE PRE-CONSTRUCTION WASTE MANAGEMENT REPORT s A. The Contractor's Pre-Construction Waste Management Report submittal shall be reviewed as part of the submittal process. The Contractor's submittal portion may be handwritten. U J B. The Report shall include a summary of the proposed jobsite wastes to be generated, including types and approximate quantities of each material. 1. Disposal options: The name of all landfill(s) and/or incinerator(s) proposed for trash disposal. 2. In addition to the Information provided on the Report Form provide supplemental information advising the Prime Designer of the following: a. Materials Handling Procedures: A brief description of how the Contractor proposes separating and stockpiling materials on site. What materials will be separated and how will they be temporarily stored. b. Transportation: A description of the means of transportation of the recyclable materials (whether materials will be site-separated and hauled to designated markets, or whether mixed materials will be collected by a hauler and removed from the site and later separated for recycling). See the template (Form 01.74.19.01) at the end of this section. 1.6 WASTE MANAGEMENT IMPLEMENTATION A. Manager: The Contractor shall designate a specific person responsible for explaining the procedures for project recycling to Contractor's personnel and new workers. This person should also manage and coordinate all transportation of waste to recyclers and landfills and maintain records of materials leaving site and destinations. CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 7419 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 B. Clearly marked containers or areas-to identify where different materials are to be stored. 1.7 REPORTING REQUIRED AT TIME OF APPLICATION FOR PAYMENT A. The Schedule of Values shall include at least one line item representing the Waste Management requirements for this contract B. Application for Progress Payments: The Contractor shall submit with each Application for Progress Payment a Summary of Waste generated by the Project. s C. Failure to.submit this information shall render the Application for Payment incomplete and shall delay Progress Payments. The Summary shall be submitted on a form acceptable to the Owner and shall contain the following s information: 1. For each material recycled, reused, or salvaged from the Project, the amount (in tons or cubic yards), the date removed from the jobsite and the receiving party, Attach manifests, weight tickets, etc.. 2. The amount (in tons) of material landfilled from the Project, the location of the landfill, and delivery manifests, weight tickets, etc.. U d n D. The Prime Designers receipt and approval of all required Waste Management documentation shall be precedent to Final Payment. 1 m END OF SECTION CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 7419 - 3 Form 01.74.19.01 PRE-CONSTRUCTION WASTE MANAGEMENT REPORT FORM FOR VOLUNTARY RECYCLING Materials where Recycling is VOLUNTARY) in this Contract. Action: DISPOSE-in Municipal Solid Waste Landfill RECYCLE-Diverted from Landfill SALVAGE-Diverted from Landfill REUSE-Diverted from Landfill MATERIAL CATEGORY ACTION WEIGHT 1. Concrete, concrete blocks and masonry units (CY) 2. Uncoated asphalt, brinks and concrete (CY) 3. Packing and packing materials (lbs) 4. Cement fiber products -shingles, panels, siding (lbs) 5. Paint (gal) 6: Glass (lbs) 7. Plastics (lbs) 8. Furnishings 9. Carpet and pad 10. Insulation (lbs) 11. Gypsum wallboard (lbs) 12. Porcelain plumbing fixtures.(Ibs) 13. Clean dimensional wood (lbs) 14. Ferrous metals (lbs) 15. Non-ferrous metals (lbs) 16. Fluorescent light tubes 17. Roofing (Ibs) 18. Green materials (land clearing debris, trimmings, etc.) (lbs) 19. 20. 21. 22. 23. 24. 25. TOTAL (in Weight) This Form should be stamped and signed as approved by the Contractor before submitting to the Prime Designer. CONTRACTOR: I Name/Signature/Date WASTE MANAGEMENT REPORT- VOLUNTARY 01 741901 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 01.77.00 CLOSE OUT PROCEDURES 1.1 SCOPE A. This section lists the procedures required for the proper completion of this project including processing the Release of Retainage and making the Final Payment to the Contractor. B. Consult the Individual sections of the specifications for requirements affecting Project Close-Out. s 1.2 RELATED DOCUMENTS g A. This section supplements the General Conditions. B. Consult the individual sections of the specifications for specific items required under those sections. 0 C. Section 01.26.00 - Contract modification Procedures. U N Q D. Section 01.29.00 - Payment Procedures E O E. Section 01.74.19 - Construction and Demolition Waste Management.. 1.3 OCCUPANCY PERMIT- NOT USED 1.4 LETTERS OF COMPLIANCE A. The Contractor shall coordinate the efforts of all Subcontractors and obtain any required Letters of Compliance or Certificate of Re-occupancy from the Owner's lead consultant. The Owner shall pay any fee associated with these letters of compliance. B. The Contractor shall reimburse the Owner for any costs resulting from failed tests or inspections conducted to obtain a Letter of Compliance or Certificate of Re-occupancy. This reimbursement should be made as part of a credit change order following the procedures spelled out in the Construction Handbook. 1.5 PARTIAL COMPLETION PROJECT CLOSE-OUT PROCEDURES 01 7700 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 A. At the completion of Work within a Dwelling Unit, the Contractor may notify the Prime Designer that the Work within the unit(s) is Partially Complete. The Prime Designer, or a designee, shall conduct a thorough inspection of the Work. If the Dwelling Unit is actively occupied this inspection shall occur within 24 hours of any written request. The Prime Designer shall prepare a punch list, setting forth in accurate detail any items and additional items that are not acceptable or incomplete inside the dwelling unit. The Contractor shall coordinate all Subcontractors to achieve prompt completion of the punch list. B. Prior to requesting Partial Completion the Contractor shall make a thorough inspection of the Work. During this inspection the Contractor shall prepare a comprehensive list of all items remaining to be completed or corrected. This V list shall include all remaining Contractor and Subcontractor items to be provided under the Contract Documents. m s C. The Contractor shall not be relieved of the responsibility to provide Contract 0 items left off the Prime Designer's punch list. D. If the Prime Designer determines that the Work within the dwelling unit is not Partially Complete, or not acceptable for the use for which it was intended, the Prime Designer shall inform the Contractor of those items that must be completed before the Prime Designer will prepare the punch list. Upon C completion of those items, the Contractor shall again request the Prime 0 Designer to prepare a punch list. E. If the Contractor fails to request an inspection that Contractor will be responsible for the condition of the Work even if the Dwelling Unit is occupied. F. The date of Substantial Completion for the entire contact and the start of all associated warranties shall not occur until work in all units is complete. G. The Prime Designer shall prepare the Certificate of Substantial Completion in accordance with Article 9.6 of the General Conditions after the work in all Dwelling Units is complete. H. Partial Payment of Retainage shall not be made until at least 65 days after the effective date of the final Certificate of Substantial Completion for the entire project. 1.6 SUBSTANTIAL COMPLETION A. Prior to requesting Substantial Completion as provided in Article 9.6 of the General Conditions the Contractor shall make a thorough inspection of the Work. During this inspection the Contractor shall prepare a comprehensive list of all items remaining to be completed or corrected. This list shall include PROJECT CLOSE-OUT PROCEDURES 01 7700 - 2 l North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 all remaining Contractor and Subcontractor items to be provided under the Contract Documents. B. Upon completion of the items noted on the Contractor's list the Contractor shall notify the Prime Designer that the Work is Substantially Complete. The Prime Designer shall then conduct a similar thorough inspection. If the Prime Designer agrees that the Work is Substantially Complete, the Prime Designer will promptly make a thorough inspection and prepare a punch list, setting forth in accurate detail any items on the Contractor's list and additional items that are not acceptable or incomplete. The Contractor shall coordinate all Subcontractors to achieve prompt completion of the punch list. C. The Contractor shall not be relieved of the responsibility to provide Contract 0 items left off of the Prime Designer's punch list. N Z Q D. If the Prime Designer determines that the Work is not Substantially Complete, the Prime Designer shall inform the Contractor of those items that must be completed before the Prime Designer will prepare a punch list. Upon completion of those items, the Contractor shall again request the Prime Designer to prepare a punch list. 0 E. When the punch list has been prepared, the Prime Designer will arrange a a meeting with the Contractor and Subcontractors to identify and explain all punch list items and answer questions on work which must be done before 0 final acceptance. m F. The Prime Designer may revise the punch list, from time to time, to ensure that all items of Work are properly completed. G. The Prime Designer shall prepare the Certificate of Substantial Completion in accordance with Article 9.6 of the General Conditions. 1.7 RECORD DRAWINGS A. Consult the individual sections of the Specifications for the specific requirements of those sections. In cases of inconsistency the more stringent requirement, as directed by the Prime Designer, shall be required. B. Prior to final payment and completion, the Contractor shall submitt all marked up As Built Drawings as required under other sections of the Specifications. 1.8 OPERATING AND MAINTENANCE INSTRUCTIONS A. Consult the individual sections of the specifications for the specific PROJECT CLOSE-OUT PROCEDURES 01 7700 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 ions and for further details and descriptions of the requirements for those sect p requirements. B. Prior to final payment and completion, the Contractor shall provide all Operating Manuals and Maintenance Instructions as required by the Contract Documents. C. OPERATING INSTRUCTIONS MANUAL 1. Subcontractors, installers and suppliers shall furnish to the Contractor two sets of operating and maintenance instructions of all mechanical, electrical, and manually operated equipment furnished and installed by them. Mechanical and electrical subcontractors shall furnish instructions as specified in their respective sections. 2. The Contractor shall collect all of the above instructions, bind them into N Z two complete sets, and submit them to the Prime Designer who will deliver a them to the Owner. s 3. Submission of operating and maintenance instructions shall be a condition 0 precedent to final payment. a D. INSTRUCTION OF OWNER"S PERSONNEL 1. Where specified in the individual sections of the specifications, the Contractor and Subcontractor shall instruct the Owner's personnel at the site, in the use and maintenance of equipment installed under the E Contract. 2. Submission to the Prime Designer of a certificate of compliance to this ai requirement, signed by the Contractor and the Owner's Representative, shall be a condition precedent to final payment. 1.9 FINAL COMPLETION A. RELATED REQUIREMENTS 1. The Contractor's attention is directed to Article 9.7 of the General Conditions and the Construction Handbook. B. FULL RELEASE OF RETAINAGE (FINAL PAYMENT) 1. Upon completion of all work, and after receipt of all appropriate marked up As Built Drawings, Operating Manuals, Warranties, Guarantees, and Spare Parts required by the Contract Documents, the Prime Designer shall prepare the Certificate of Final Completion (Form 01.77.00.03) a copy of which can be found in the Construction Handbook or on the DHCD website. A sample of this form can be found at the end of this section. 2. This certificate shall be processed in accordance with the procedures described in the Construction Handbook. 3. The Contractor's signature on this Certificate shall be notarized. 4. The Contractor shall provide a final Application for Payment to PROJECT CLOSE-OUT PROCEDURES 01 7700 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 complement the close-out process. C. PARTIAL RELEASE OF RETAINAGE 1. If within 65 days after Substantial Completion, any of the items on the Prime Designer's punch list are not complete or if the Contractor has not provided the appropriate marked up As Built Drawings, Operating Manuals, Warranties, Guarantees or Spare Parts the Prime Designer shall assign a monetary value for each incomplete item as well as any other items as provided by M.G.L. c.30 §39K, and the Prime Designer shall prepare a Certificate for Partial Release of Retainage. 2. If the Prime Designer is required to prepare a Certificate for Partial Release of Retainage (Form 01.77.00.02), the Contractor shall complete all remaining Work in accordance with the provisions of Article 9.7 of the 0 General Conditions. A copy of this form can be found in the Construction Handbook or on the DHCD web site. There is also a sample at the end of this section. 3. The Contractor's signature on this Certificate shall be notarized. 4. The Contractor may make a request for additional releases of retainage when portions of the Work listed on the Prime Designer's punch list have been satisfactorily completed. Each request shall be accompanied by a new application for payment and a new signed and notarized Certificate for Partial Release of Retainage. a 5. The Prime Designer's inspections, required to complete the additional payment applications described in subparagraph C4 above, are subject to o provisions of subparagraph 9.7.5 of the General Conditions. 6. Upon completion of all remaining items, the Final Release of Retainage shall be processed in accordance with paragraph B above. END OF SECTION PROJECT CLOSE-OUT PROCEDURES 01 7700 - 5 CERTIFICATE OF SUBSTANTIAL COMPLETION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING&COMMUNITY DEVELOPMENT Contractor Owner Housing Authority Phone Phone Fax Fax Development No FISH No Contract for: j Pursuant to the General,Supplementary,and Special Conditions of the ` tract c 'ents lative to Partial or Total Occupancy,you are hereby notified that the Housing Authority has satisfie elf th 'the po ion(s)of the above mentioned project,as hereinafter enumerated,is(are)ready for use and or occ' ancy. Identify the Buildings and/or areas to be occupied and or used N IK The Housing Authority, through its undersigne se ati ve ,ereby ac fro the Contractor, subject to contract stipulations, said portion of the Pr ' c elle ' e '00 on: INSERT DATE '�r the f . ay 20 The Contractor will be relieved of resp ,sibili ,for rfor " g her k or supplying further materials,equipment,or other items, in accordance with the Gene 'I,S le nta and ed Con f ns of the Contract Documents(relative to partial or total occupancy),except forth llowing Append a complete list of all incomplete' nd/o ahs to t so ork,which in the opinion of this Housing Authority, are attributable to the fault igence, o vers f the of a ntr for, any subcontractors, material suppliers, agents, servants,or employees. f NOTE: Attach one ` py f the unc Lis " I s each copy of this document. The Use or Occupancy of the uildf or po s) this oject by the Housing Authority shall=: • constitute, ce ceof a` Wo no .perforrri' rdance with the Contract Documents; • relieve . e Contract of the "abili •o perform any ork required by the Contract but not completed at the time of Use a or 0 cy;nor • relieve he C ntra itie s ith re ect to any express warranties or guarantees required by the Contract. CERTIFICATION OF USING AUT TY A V E Must be completed by the Owner The Hou ing Authority met on And voted to approve this Certificate: Certified By: Contract Officer Approved: Architect Reviewed: Construction Advisor Firm: Department of Housing&Community Development By: By: Date: Date: Accepted: Contractor Approved: Director, Construction Management Unit Firm: Department of Housing &Community Development By: By: i i SAMPLE CERTIFICATE OF SUBSTANTIAL COMPLETION FORM 01 77 00 01 - 1 CERTIFICATE FOR PARTIAL RELEASE OF RETAINAGE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form should originate with the Architect Contractor Owner: Housing Authority Phone Phone Fax Fax Development No Period Contract for: FISH No; THE PARTIES AGREE THAT THE STATUS OF THE CONTRACT IS AS FOLLOWS: I. CONTRACT TIME 1. The Date of Substantial Completion is................................................................... .1........... 2. The Date of Substantial Completion as Extended by Change Order is........... ............ 3. The Actual Date of Substantial Completion is.................................................................. 4. Overrun in Contract Time II. CONTRACT SUM 1. The Original Contract Sum is.......................................................:.......: ..........:.. .............. $ 2. The Sum of Approved Change Orders to Date is............... .1:::..:.:.... .. $ 3. The Adjusted Contract Sum is.........................................F.'..................... ...... ............, LESS: 4. Sum of authorized payments to date:...................... .................... ..... .......... ............. .. $ 5. Sum of Moneitized Punch List......................... fl........: ........ ...................... ..................... $ 6. Sum of other claims by Owner........................... ................... ........ ............. ...................... $ r III. THAT APPLICATION FOR PAYMENT NO. U P BL T MO OF: $ THE UNDERSIGNED CONTRACTOR HEREBY C!,RTIRtJTHA o ou mplete items 1-5 and certify below 1.All Work,including work required un r change o r(s)\ as b n rfo d in accordance with the terms of the Contract. 2.All changes to the Work(except or ifications feel " stments) v authorized in writing by the Owner. 3.All laborers and mechanics hav 'been paid east the 'nimu a rates se forth in the Contract,and 4.There have been no claims mad r infringeme f an y p nt. 5.By accepting the payment shown in 'ne II Contra rele s th wn rom any and all claims arising under the Contract except for those set forth in A-B below. Howev if th er does pa a Co actor the full amount of the payment shown above,such reduction shall not aff validityof is re se. ather, m nt t paid shall be considered as another claim asserted by the Contractor. % r EXCEPTIONS: CONT CTOR'S C AIMS A INST OWN A B. CERTIFIED: CONTRAC In witness Whereof the Undersigne as signeafrrls ed thi State of County of On this _day of 27 Instrument this day 20 beforeme, the undersigned notary public, personally appeared,proved to me Firm: ;' through satisfactory evidence which was to be the person whose name is By: e: signed on this document in my presence. Notary Public: Title: *Commission Expires: CERTIFICATION OF HOUSING AUTHORITY BOARD VOTE The Housing Authority met on And voted to approve this Certificate and Payment Certified: Contract Officer APPROVED: ARCHITECT REVIEWED:CONSTRUCTION ADVISOR APPROVED:DIRECTOR CONST.MANAGEMENT UNIT Firm: Dept of Housing&Community Dept of Housing&Community Development Development By: By: By: Date: Date: Date: DHCD 910912009 Certificate for Partial Release of Retainage 01.77.00.02 1 CERTIFICATE OF FINAL COMPLETION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form should originate with the Architect Contractor Owner: Housing Authority Phone Phone Fax Fax Development No Period I=nrlinn Contract for: FISH No; THE PARTIES AGREE THAT THE STATUS OF THE CONTRACT IS AS FOLLOWS- 1. CONTRACT TIME 1. The Date of Substantial Completion is............................................................. ............... 2. The Date of Substantial Completion as Extended by Chang rder is........................ 3. The Actual Date of Substantial Completion is....................... :........... ........................... ' 4. Overrun in Contract Time .................................................... ....... ............. ................... II. CONTRACT SUM 1. The Original Contract Sum is........................... !..................... ,.......... ........ ................. $ 2. The Sum of Approved Change Orders to a is.... .... ........................... 3. The Adjusted Contract Sum is.......................................... ............................................. $ LESS: 4. Sum of authorized payments date:......... .. ...... . ......... ....... .............................. $ 5. Sum of other claims by Owner:................ .................I $ III. THAT APPLICATION FOR A NT N0. UE PA E IN E AMOUNT $ Copy Aft THE UNDERSIGNED CONTRAC R H Y CE IES AT: he Contracbrshould complete items 1-5 and certify below 1.All Work,incl d' ork require unde.ch a has been performed in accordance with the terms of the order(s) ,F Contract. 2.All change fo the Worts( cept min' m I tions d field djustments)have been authorized in writing by the Owner. 3.All labore and cs have bee aid at leas a um wage rates as set forth in the Contract,and 4.There hav been o cl ' r in "1geme of any patent. 5.By acceptin he payment show n in II II a Co actor releases the Owner from any and all claims arising under the Contract. CERTIFIED: CONT OR In witness Whereof the Un he has si ned a ds"sled state of County of On this _day of 20 this Instrument this da ,o i 200 Firm: before me, the undersigned notary public, personalty appeared, proved tome through satisfactory e&ence which was to By. be the person whose name is signed on this document in mypresence. Title: Notary Public: My Commission Expires: CERTIFICATION OF HOUSING AUTHORITY BOARD VOTE The Housing Authority met on And voted to approve this Certificate and Payment Certified: Contract Officer APPROVED: ARCHITECT REVIEWED:CONSTRUCTION ADVISOR APPROVED:DIRECTOR CONST.MANAGEMENT UN Firm: Dept of Housing&Community Development Dept of Housing&Community Development By: By: By: Date: Date: Date: DHCD 9/09/2009 Certificate of Final Completion 01.77.00.03 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 SECTION 01.78.39 PROJECT RECORD DRAWINGS 1.1 GENERAL REQUIREMENTS A. This section specifies the requirements for maintaining and preparing Projects Record Drawings during and at the completion of the Work. B. Record Drawings shall consist of all the Contract Drawings. 1.2 RELATED DOCUMENTS s A. This section supplements the General Conditions. s B. Consult the individual sections of the specifications for cleaning of Work 0 installed under those sections. C. Section 01.29.00 -Payment Procedures. C D. Section 01.77.00 - Project Close-Out. U ry I a V C E cn 1.3 PROCEDURES DURING CONSTRUCTION 0 A. 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 Mechanical and Electrical Subcontractors the drawings of their portion of the Work for the same purpose. B. 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 working day, the exact location of their work as actually installed. This shall include: 1. The location and dimensions of underground and concealed Work, and any architectural, mechanical or electrical variations from the Contract Drawings. 2. All changes, including those issued by Addendum, Change Order or instructions by the Prime Designer shall be recorded. C. Marked up As 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 PROJECT RECORD DRAWINGS 01 7839 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 (10) foot intervals and at all changes of direction (if applicable for the Project). 2. The location of all internal utilities and appurtunces, 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. 3. The location of these, items shall be shown by offsets to structure and drawing grid lines. tolerance for the actual location of these items on the marked u D. The to p As Built Drawings shall be plus or minus two (2) inches. E. Each item shall be referenced by showing a tag number, areas served, and s function on the marked up As Built drawing N Z Q F. The Prime Designer may periodically inspect the marked up As Built drawings g 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. U J 1.4 PROCEDURES AT COMPLETION A. At Substantial Completion the Contractor shall submit the complete set of 8 marked up As Built drawings to the Prime Designer. 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 Prime Designer. B. The Prime Designer shall review the marked up As Built drawings and verify by letter to the Owner that the Work is complete. The Prime Designer shall incorporate all changes onto to original drawings. C. 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. D. Submission of accurate marked up As Built drawings and their approval by the Prime Designer shall be a condition precedent to final payment. END OF SECTION PROJECT RECORD DRAWINGS 01 7839 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 02 41 19 SELECTIVE DEMOLITION PART 1 -GENERAL 1.1 GENERAL A. The 00.72.00 Conditions of the Contract and all sections of Division 01, General Requirements shall be part of this Section unless otherwise specifically excluded. 1:2 SUMMARY A. General: The work described in this Section consists of selective demolition, cleaning, removal and legal disposal of all structures, equipment and materials indicated for demolition, or careful removal and temporary storage of materials and equipment indicated for salvage and re-use, or salvage and.delivery to Owner. No attempt is made in this Section to list the entire scope of selective demolition required on this project or to describe each element to be removed. Drawings indicate both existing construction and final construction. It is the responsibility of the Contractor to determine for itself the scope and nature of the existing materials, equipment and finishes required for removal or salvage, based on the information provided in the full set of Contract Documents. B. Permits: Obtain and pay for all demolition and construction permits required by local authorities having jurisdiction and other regulatory agencies and utility companies. C. Selective demolition and removal work includes the following at indicated locations, but is not limited to: 1. Remove all exterior shingle siding and trim, building paper, flashings and related materials, exposing existing sheathing. 2. Remove existing wood trim. 3. Remove existing bulkhead doors. 4. Remove designated unit entry doors and frames, coordinate with Section 02 83 19— LEAD ABATEMENT 5. Remove existing storm doors, including all hardware, nailing flanges and accessories. 6. Remove wrought iron railings where indicated (retain at front and side landings). Salvage, store, and for reinstallation railings where posts are being replaced. 7. In addition to demolition specifically shown, cut, move or remove existing construction to remain as necessary to provide access or to allow alterations and new work to proceed. Coordinate such relocation's and removal to accommodate the demands and requirements of other trades. 8. Removal of unsuitable or extraneous materials not marked for salvage, such as abandoned furnishings and equipment, and debris such as rotted wood, rusted metals and deteriorated concrete. D. Selective demolition.and removal work by subcontractors includes, but is not limited to the following: 1. Each trade subcontractor shall Disconnect cut, cap and make safe all utilities, equipment and fixtures which are not indicated for salvage or re-use, or otherwise indicated to be abandoned in place as well as any abandoned materials of any kind. a. Disconnect cut, cap and make safe, all utility services indicated to be demolished at their primary source. Obtain the approval from authorities having jurisdiction, or applicable service provider prior to the execution of the work. SELECTIVE DEMOLITION 024119 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 b. Cut, cap and make safe all existing utility services indicated to be abandoned in place,where so indicated on the Drawings. 2. A licensed electrician shall disconnect, detach, dismantle all existing abandoned electrical systems and equipment including, but not limited to, panelboards, light fixtures, fire alarm, intercom, speakers,wiring devices, and all related conduit and appurtenances. a. Suspended wiring, conduit, hangers,fixtures, equipment, and appurtenances scheduled for demolition, shall be disconnected and lowered to floor by a licensed electrician. b. The licensed electrician shall coordinate with local utility, the temporary Y P rY boxes for installation of cladding disconnection of existing electrical serviceg Provide not less than 24 hour notice for tenants materials. , 3. Remove, salvage and furnish to the General Contractor designated equipment, fixtures or other items so identified. Refer to notes on Drawings. 4. Identify locations of utilities for work of other sections. E. Remove, salvage and provide storage for removed materials, equipment and furnishings indicated for re-use, including but not limited to: 1. Downspouts, reinstalled under Section 06 20 00. 2. Storm doors, reinstalled under Section 06 20 00. F. Remove, salvage, and furnish to Owner for maintenance stock, or other future use, the following products. Carefully package and clearly identify prior to delivery to Owner. 1. Door hardware from removed unit entries. G. Conduct walk-through of existing site prior to commencement of selective demolition work and jointly identify and tag with Owner items required to be salvaged. These products in general would be in addition to those indicated on Drawings. 1. All salvaged products not designated for re-use in project, shall be furnished to the Owner for its own use, carefully packaged and clearly identified. H. Identify locations of utilities for work of other sections. 1.3 RELATED REQUIREMENTS A. Section 02 83 19—LEAD ABATEMENT. B. Section 03 01 37- REHABILITATION OF CAST-IN-PLACE CONCRETE: Concrete repair C. Section 06 20 00—FINISH CARPENTRY: reinstallation of salvaged downspouts, and storm doors. D. Individual specification sections: Cutting and patching incidental to work of individual specification sections shall be performed by respective trades, except as specified in Section 01 73 29—CUTTING AND PATCHING. E. Appendix 1 —Hazmat Report. F. Appendix 2—RRP Assessment. 1.4 REFERENCES A. Reference Standards: Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- SELECTIVE DEMOLITION 0241 19 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 REFERENCES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ANSI A10.6—Safety Requirements for Demolition Operations. 2. NFPA 241 —Standard for Safeguarding Construction,Alteration, and Demolition Operations. 1.5 OWNERSHIP OF REMOVED MATERIALS A. If during the work, articles of unusual value, or of historical or archaeological significance, are encountered the ownership of such articles is retained by the Owner, and information regarding their discovery shall be immediately furnished to the Architect. Resolution shall be handled as a Change in the Work. B. Ownership of materials,equipment and furnishings designated for salvage for re-use in this Project or designated for Owner's use is retained by the Owner. C. Ownership of materials, equipment and furnishings to be removed from the Project which are not defined by the above two paragraphs is retained by the Contractor; if any of these are considered of salvageable value to the Contractor, they may be removed from the Project as work progresses. 1. On-site storage or sale of removed items is prohibited. 1.6 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Comply with all requirements of this contract relative to protection, scheduling and coordination with the Owner. 2. Hazardous materials: When hazardous materials are encountered,they shall be handled, removed, and disposed of in accordance with all regulatory agency requirements. 3. Coordinate and arrange with utility, mechanical and electrical trades for their disconnecting; rerouting and maintenance of existing services leading to adjacent occupied buildings, as part of the work of this Contract. 4. Coordinate Work of this Section with related utilities work identified in the Contract Documents. 1) Coordination scheduling with Owner's ongoing operations. B. Sequencing: 1. Coordinate and arrange with mechanical and electrical trades for their disconnecting, rerouting and maintenance of existing services in the buildings as required, as part of the work of this Contract. C. Scheduling: 1. Comply with all requirements of this contract relative to protection, scheduling, phasing, and coordination with the Owner. 1.7 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Schedule: Prior to commencement of work, prepare a schedule indicating proposed methods and sequence of operations for demolition work. SELECTIVE DEMOLITION 024119 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 a. Include coordination for shut-off, capping, and continuation of utility services as required, together with details for dust and noise control protection. b. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. Receive acceptance from Architect prior to commencing work. 2. Shop drawings: Indicate demolition sequencing and locations of salvageable items. 3. Design Data: Submit calculations for bracing and shoring, signed and sealed by professional engineer registered in the Commonwealth of Massachusetts. 4. Permits: Submit copy of permits required by regulatory agencies for demolition. 5. Special Procedure Submittals: Submit copies of written agreements from private landowners, landfill operators, or other agencies accepting disposal of demolished materials at least two weeks prior to commencement of demolition work. B. Closeout Submittals: Submit the following under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. 1. Record Documentation: Indicate actual location of capped site utilities. 1.8 REGULATORY REQUIREMENTS A. Conform to applicable codes for demolition work, safety of structure, dust control, and disposal of debris. Conform to procedures applicable when discovering hazardous materials or contaminated substances. 1. The Contractor is directed not to disturb or attempt removal of any discovered hazardous materials or contaminated substances. Immediately notify both the Owner and the Architect upon discovery of such conditions. 2. Removal or containment of the hazardous materials or contaminated substances shall be performed by an abatement specialist under separate contract with the Owner. B. Obtain and pay for required permits and licenses required from authorities prior to commencing demolition work.Arrange and pay for legal disposal of removed materials and equipment, obtain proper disposal receipts for verification. C. Notify affected utility companies and Owner before starting work and comply with utility company requirements. D. Do not close or obstruct egress width to exits. Do not disable or disrupt building fire or life safety systems without 3 days prior written notification to the Owner. 1.9 QUALITY ASSURANCE A. General: Conduct the work in a manner giving prime consideration to protection of the public; protection from the weather, control of noise, shocks and vibration; control of dirt and dust; orderly access for and storage of materials; protection of existing buildings; protection of adjacent surfaces and property; coordination and cooperation with the Owner at all times. 1. Comply with all requirements of this contract relative to protection, scheduling and coordination with the Owner. B. Qualifications: 1. Demolition subcontractor: Company specializing in performing work of this section with minimum 3 years documented experience. SELECTIVE DEMOLITION 0241 19 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2. Shoring and bracing design: Design shoring, and bracing, under direct supervision of Professional Engineer experienced in design of this Work and licensed at Project location. 1.10 SITE CONDITIONS A. Comply with wind and weather conditions established at pre-demolition meeting. PART 2 -PRODUCTS (Not Used) PART 3-EXECUTION 3.1 EXAMINATION A. Condition of Structures: Owner assumes no responsibility nor makes any claim as to the actual condition or structural adequacy of any existing construction to be demolished.The Contractor shall investigate and assure himself of the condition of the work to be demolished and shall take all precautions to ensure safety of persons and property. 1. Notify both Owner and Architect, if any type of hazardous chemicals, gases, explosives, flammable material, unmarked containers, or similar dangerous substances are discovered. Cease work in affected areas until directed by Architect. Continue work in other areas. B. The Contractor shall have examined the existing conditions per requirements of the Conditions of the Contract and Division 1 -General Requirements, and reviewed Contract Documents prior to commencement of demolition. Coordinate and verify scope of selective demolition with other portions of work specified in other sections, and under separate Contract. Change orders will not be issued for the removal of any exposed to view materials or equipment,which are either indicated on the Drawings for removal, or not indicated, but necessary to remove for the Work of this Project. 3.2 PREPARATION A. General: Provide necessary protection of non-work areas during demolition operations. Provide, erect and maintain temporary barriers as required to protect non-construction related pedestrian and vehicular traffic using the adjacent portions of the site and building. 1. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued Owner occupancy of adjacent facility. B. Protect existing structures which are not to be demolished. Protect designated materials and equipment to be removed and retained by Owner. 1. Cover or otherwise protect as necessary existing equipment, furniture and furnishing located beyond the immediate demolition work. 2. Protect existing landscaping materials, structures, and appurtenances which are not to be demolished. C. Prevent movement of structure; provide required bracing and shoring. 1. Protect existing active utility services and structures from damage during selective demolition work including during installation of bracing and removal of same. Repair or replace damages to satisfaction of Owner. D. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, flammables, or other dangerous materials before proceeding with demolition operations. SELECTIVE DEMOLITION 024119 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3.3 GENERAL REQUIREMENTS FOR SELECTIVE DEMOLITION A. Conduct demolition to minimize interference with adjacent and occupied building areas, in compliance with governing laws and buildings,with prime consideration given to the safety, protection and convenience of the public and Owner's personnel. 1. Maintain protected egress and access to the Work at all times. B. Perform selective demolition in an orderly and careful manner. Carefully cut materials to be removed to eliminate damage to portions to remain. Protect existing structure designated to remain. 1. Do not demolish building elements beyond what is indicated on Drawings without Architect's approval. 2. Except as otherwise required by Project phasing requirements, proceed with selective demolition systematically,from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 3. Locate equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 4. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. Do not throw trash from windows or from roof. 5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 6. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 7. Pull nails and fasteners which remain after removal of attached material. Remove lath, strapping and other substructures associated with finishes to be removed. 8. Where existing finishes are indicated to be removed, remove down to bare subsurface without causing damage to the subsurface. a. After removal of non-asbestos finish flooring materials. Remove underlying mastic and prepare substrate to receive new flooring materials by Shot Blasting method. Create a uniform 20 mil profile. Mechanically scarify areas which cannot be profiled by shot blast method. Thoroughly wash all flooring substrate and leave clean and dry ready for application of new flooring materials. C. Remove foundation walls and footings as indicated on Drawings, and where indicated, to a minimum of two feet beyond area of new construction. D. Cutting openings and holes: Neatly cut openings and holes plumb, square, and true to dimensions required. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. 1. All penetrations in floors and roof shall be framed with miscellaneous metal work prior to cutting and demolition of deck and concrete. 2. Repair damage done to existing elements of building to remain, except repairs specified to be provided under other Sections. Repairs shall be done in such manner as to closely match construction, appearance and quality of original work. E. Use of cutting torches: 1. Do not use cutting torches until work area is cleared of flammable materials. SELECTIVE DEMOLITION 0241 19 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2. Maintain adequate ventilation when using cutting torches. 3. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. 4. Maintain fire watch and portable fire-suppression devices during flame-cutting operations. Comply with fire prevention measures specified under Section 01 50 00- TEMPORARY FACILITIES AND CONTROLS. F. Carefully observe existing structure during demolition operations, cease operations immediately if structure appears to be in danger. Immediately notify both Architect and Owner's Project Representative. Do not resume demolition operations until directed. G. Disconnect, cap and clearly identify designated utilities within demolition areas. 1. Cap and remove abandoned existing utilities back to locations indicated, or to limit line of Contract whereterminations are not indicated. a. Pipes to be demolished that require a connection shall be removed to the extent required to install the new connection. Remove pipe sections by saw-cutting, removing a complete pipe section to an existing joint, or other adequate means which results in a clean joint. 2. Protect and maintain conduits, drains, sewers, pipes, and similar utilities that are not to be demolished H. Disconnect existing equipment and fixtures to be removed, or services abandoned, and piping, wiring, and conduit which would otherwise be exposed in the finished work. Remove from site disconnected equipment and fixtures and piping not to be reused. 1. Contractor to remove and dispose of all equipment not tagged or scheduled for reuse. I. Abandoned Equipment, Utilities, Systems: Remove in their entirety.Abandonment in place is not acceptable, except where an item is specifically indicated to be abandoned in place. 1. "Abandoned" means the item is not operational in the completed Contract. 2. Without limitation, remove abandoned pipes, tubing, conduits, wires, cables, ducts, equipment, machines, and all elements and items related to abandoned work including,without limitation, hangers, connectors, anchors, valves, drains, strainers, sumps, panels, mounting boards, grounding rods, ground connectors, boxes, dampers, plenums, insulation, escutcheons, trims, and all other related items. 3. Where an existing element is indicated to be abandoned in place, the abandoned item shall be cut off and, if hollow;capped. a. Cut off sufficiently below the finished plane to permit space for patching over the abandoned element. The General Contractor shall provide all cutting and chipping required to recess the cut element, and to coordinate depth of cut-offs required for finishing. 3.4 BRACING A. Locate bracing to clear columns, floor framing construction, and other permanent work. If necessary to move a brace, install new bracing prior to removal of original brace. Provide suitable bracing materials which will support loads imposed B. Do not place bracing where it will be cast into or included in permanent concrete work, except as otherwise acceptable to Architect. C. Install internal bracing, if required, to prevent spreading or distortion to braced frames. D. Maintain bracing until structural elements are rebraced by other bracing or until permanent construction is able to withstand designed live and dead loads. SELECTIVE DEMOLITION 0241 19 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 E. Remove bracing in stages to avoid disturbance or damage to existing structure. F. Repair or replace adjacent work damaged or displaced through installation or removal of bracing work. 3.5 GENERAL DUST CONTROL A. Contractor shall employ dust and pollution prevention procedures at all times. Compliance with requirements for dust protection and air quality control is required for work areas which abut Owner occupied areas. Dust removal and periodic cleaning requirements apply to all work. Contractor shall employ dust and pollution prevention procedures so that a healthy Owner's environment is fully maintained at all times. Compliance with the requirements in Division One for dust control is mandatory and may not be compromised at any point during construction. 1. Clean up loose debris daily, or more frequently as required, to prevent the wind spreading debris. Keep dumpsters covered when not in use. 2. Cover handcarts carrying debris being transported through Owner occupied areas. 3. Wet down debris(as appropriate)to prevent air pollution by dust rising from demolition work. Wet down dumpsters to prevent fires caused by vandals. 4. Employ tarpaulins on all trucks carrying debris. 3.6 SALVAGE MATERIALS AND PRODUCTS A. Carefully salvage and provide safe storage for products designated for salvage, reuse, as indicated on the Drawings, as specified herein, or as requested by Owner for reuse on the project, or to be stored for Owner's future use. Take particular care with finished items and items requiring special handling. 1. Remove items indicated to be salvaged with extreme care to prevent damage. 2. All components and parts of salvaged items shall be saved and packaged. B. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area as designated by Owner. 5. Protect items from damage during transport and storage. C. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. SELECTIVE DEMOLITION 0241 19 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3.7 SPECIFIC DEMOLITION REQUIREMENTS FOR MATERIALS AND SURFACES. A. Repair all damage done to elements of buildings and structures to remain, except repairs specified to be provided under other Sections, or as indicated for removal in subsequent project phase(s). Repairs shall be done in such manner as to closely match construction, appearance and quality of original work. 3.8 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated or specified to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. 1. As work progresses, regularly remove demolished materials from site. Do not allow demolished.materials to accumulate on-site, except as required for materials determined to be reused, salvaged, or as required to comply Commonwealth of Massachusetts regulations on specific banned materials prohibited from incineration or landfill disposal. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Liquid Waste Management: Dispose of liquid waste in accordance with all applicable regulations. Consult all regulations (federal, provincial, state, local) or a qualified waste disposal firm when characterizing waste for disposal. Contact manufacturer f or MSDS sheets for product information, and recommendations for proposal disposal. Utilize licensed waste disposal companies as may be required. B. Do not burn or bury demolished materials on site, arrange for legal disposal of the same. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.9 CLEANING A. Daily cleaning: Sweep all street and roads affected by demolition operations. B. Upon completion of the work of this Section; remove unused tools and equipment, surplus materials, rubbish, debris, and dust. Leave area in raked or broom-clean condition, as appropriate. C. Upon completion of the work of this Section; clean adjacent structures and facilities of dust, dirt and debris caused by demolition work to the satisfaction of Owner, owner(s) of adjacent properties, and authorities having jurisdiction. End of Section SELECTIVE DEMOLITION 024119 - 9 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK SELECTIVE DEMOLITION 0241 19 - 10 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 SECTION 02 83 19 LEAD-BASED PAINT ABATEMENT PART 1 - GENERAL 1.01 GENERAL PROVISIONS A. 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. B. Equality of material, article, assembly or system other than those named or described in this Section shall be determined in accordance with the provisions of Article IV of the CONTRACT AND GENERAL CONDITIONS. 1.02 RELATED DOCUMENTS AND SECTIONS A. Rough Carpentry—Section 061000 B. Paintings and Coatings—Section 099000 C. Appendix 2 1.03 SCOPE OF WORK A. This Section specifies the minimum work practice requirements for the removal, containment, recovery and disposal of exterior lead based paint components and associated waste generated as a result of selective activities as needed to perform the Work of the Contract. Work includes but is not limited to the following: 1. Remove selected woodwork components to prepare exterior surfaces for installation of new exterior vinyl siding and trim by others. The only regulated lead-paint components are the inner layer of two layers of siding, window sills, skirt roofs over rear doors, and all existing wood trim, in addition to any areas that require surface preparation for new paint. This activity is considered a Moderate-risk deleading renovation project,which may be conducted by a Lead-safe Renovation Contractor. 2. Clean-up of all loose and flaking lead based paint. 3. Coordinate with the General Contractor to ensure adequate protection for all persons and property, and maintenance of weather tight conditions during construction. Methods of protection will be reviewed and accepted by the Architect. 4. Take precautions and provide all necessary controls required to ensure that chips, flakes, dust, odors, smoke, etc., will not enter other parts of the building or be released to the environment. LEAD BASED PAINT ABATEMENT 028319 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 5. Perform all work area clean-up and disposal and verification as required by this Section and 454 CMR 22.11. B. The Contractor is hereby made aware that the inner layer of siding impacted by the Work of this Contract is coated with regulated lead-based paint. Therefore, Work is to be performed in accordance with these Specifications and with Environmental Protection Agency (EPA, 40 CFR 745), Occupational Safety and Health Administration (OSHA), Department of Transportation (DOT), Massachusetts Department of Environmental Protection (DEP), Massachusetts Department of Labor Standards (DLS, 454 CMR 22.00) and other state and local regulations. Wherever there is a conflict or overlap of the above references, the most stringent provisions apply. Applicable exterior surfaces have been inspected in accordance with the MA RRP Assessment form which is attached. C. The Contractor, or Subcontractor, must be a MA licensed Lead-Safe Renovation Contractor (454 CMR 22.04) and utilize a MA certified Lead-safe Renovator-supervisor with additional training, and utilize workers who have been trained in accordance with the regulations. D. Contractor is required to remove, contain, recover and dispose of all removed lead- painted components and associated waste as required under the EPA Lead Safe Renovation, Repair and Painting Rule (40 CFR 745), MA Lead-safe Renovation Regulations (454 CMR 22) and called out in these specifications. The Contractor shall provide all services to perform the Work in accordance with 454 CMR 22.11 and as noted as follows: 1. Isolate work areas daily or as otherwise required with temporary containment barriers as required to completely contain materials within the removal areas. 2. Remove existing exterior fagade surfaces/components (e.g., siding) as specified herein. 3. Recover all debris generated within the containment system or regulated work zone and appropriately package according to applicable regulations. 4. Thoroughly clean each work area prior to the end of each shift and prior to each containment break down. The Lead-safe Renovator-supervisor will perform visual inspections to assure that all debris has been removed prior to breakdown of each containment system. 5. Remove all temporary containment system structures as directed by the Engineer. 6. All lead paint residue and debris generated as a result of the Work shall be removed from the work and shall be properly containerized during transport. The lead paint debris shall be considered a RCRA hazardous waste. However, note that it is likely LEAD BASED PAINTABATEMENT 028319 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 that intact wood components will probably not be considered hazardous waste but must be tested(TCLP)by the contractor to confirm that observation. 7. Carry out post renovation cleaning verification with a successful conclusion. 8. The Owner will have. an RRP Assessment conducted subsequent to the project to confirm proper abatement. E. The following generator information shall be used on all waste stream documents, disposal facility waste profile forms, RCRA facility letters of waste acceptance and hazardous waste manifests. 1. U.S. EPA Identification Number—[Obtain from The Owner] 2. Mailing Address - [Obtain from The Owner] 3. Contact Name and Telephone Number — The Contractor shall be responsible for typing The Owner name and title onto all disposal facility waste profile forms and hazardous waste manifests. 4. State Generator ID - [Obtain from The Owner] 5. Facsimile Number - The Contractor shall be responsible for entering The Owner's facsimile number on to all Profiles, Manifests and Bills of Lading. F. The Owner is the generator and will sign all manifests and bills of lading. G. Provide facility letters of initial acceptance for all contaminated material, addressed to The Owner. The initial letters, which shall be submitted to The Owner, must identify the contaminated material. H. Provide facility letters of final acceptance for all contaminated material, addressed to The Owner,prior to loading and shipment. I. Qualifications of Contractor 1. Contractor performing the Work of this Section ("Contractor") shall be a Contractor trained to conduct Lead Safe Work under the EPA's Lead-based Paint Renovation, Repair and Painting (RRP) Rule and MA Deleading and Lead-safe Renovation Regulations. 2. Submit the name and location of at least 3 projects performed by the Contractor, in the State of Massachusetts, of a similar size and scope. The scope of work for the projects listed shall demonstrate the Contractor's ability to perform Selective Demolition/Renovation. LEAD BASED PAINTABATEMENT 028319 - 3 North Andover Housing Y Authorit 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.04 DEFINITIONS A. For the purposes of this Specification the following definitions shall apply: 1. "Containment System" shall designate a system of modular fabrications, temporary cover panels, polyethylene sheeting or bags, screens, traps, scaffolds, and or supports used to enclose the perimeter of a Selective Demolition work area, to prevent the release of dust or debris from the work area to the environment. 2. "Contractor" shall mean the duly-accepted person, firm, or corporation, possessing current training to conduct lead and asbestos abatement and surface preparation operations. 3. "Decontamination Facility" (DF) shall mean a series of two or more connected chambers including, at a minimum, a clean room and a shower and wash room, separated by an air lock. Unless otherwise specified, the shower and washroom shall be contiguous to the work area. Non-contiguous, remote, three-chamber DFs may be substituted with The Owner's prior written approval. Three-chamber DFs shall include an equipment room to be used for removal and temporary storage of contaminated worker clothing, equipment, and other items leaving the work area, prior to decontamination in the shower and wash room of the DF. 4. "HEPA Filtered Exhaust or Vacuum" shall mean an exhaust or vacuum cleaner equipped with a high efficiency particulate absolute (HEPA) air filter of 99.97% efficiency by 0.3 micron DOP test. 5. "Manifest" shall mean the shipping document U.S. EPA Form 8700-22 and, if necessary, U.S. EPA Form 8700-22A. 6. "Permissible Exposure Limit (PEL): An exposure limit that is published and enforced by OSHA as a legal standard. 7. "Contract" or "Work" shall mean Work performed according to all Contract Documents. 8. "Representative Sample" shall mean a sample that can be expected to exhibit the average properties of a designated material. 9. "RCRA TSD Facility" shall mean a treatment, storage or disposal facility operating under a Federal Part B permit that can accept material that is classified as a RCRA waste, TSCA waste and non-hazardous waste as defined in 40 CFR Part 261, 40 CFR Part 761 and 310 CMR 30.00. 10. "Seal" shall mean preparing an area such that there is no dust or debris movement from the area. LEAD BASED PAINTABATEMENT 028319 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 11. "Subtitle C Landfill" shall mean a landfill permitted in accordance with Subtitle C of the Resource Conservation and Recovery Act for the disposal of hazardous waste. 12. "Subtitle D Landfill" shall mean a landfill permitted in accordance with Subtitle C of the Resource Conservation and Recovery Act for the disposal of non-hazardous waste. 13. "Ventilation System" shall mean any mechanical means of providing air movement within the containment system whereby air is filtered through NEPA exhaust units prior to discharge from the work area. 14. "Work Area" shall mean those areas where suspect lead-based paint abatement procedures are required. 1.05 SUBMITTALS A. The Contractor shall submit to the Owner three copies of the following listed items within 10 Days after Notice to Proceed. No activities shall commence until these items are reviewed and accepted by The Owner, unless otherwise waived. Submittal data shall be in sufficient detail to enable The Owner to evaluate the Contractor's proposed work plans, methodologies, products and equipment for the purposes of determining conformity with the Contract Specifications. Each submittal item shall be identified with a cover page and/or transmittal sheet containing the listed submittal number. 1. The name and address of Contractor's waste cleanup lead testing laboratory(s) including certification(s) of NVLAP accreditation, listing of relevant experience in debris lead analysis, 2. The name and address of the disposal facility. 3. Name and experience of workmen and supervisors who will be assigned to this project. Include for each person the location of last two projects, and evidence of successful completion of approved training given by qualified training provider. 1.06 PROJECT COORDINATION A. The Contractor shall take all necessary protective action as required to protect occupants and workmen from hazards that occur as a result of the Work. B. Minimum administrative and supervisory requirements necessary for coordination of Work on the project include but are not necessarily limited to the following: 1. Administrative and supervisory personnel. 2. Special reports. LEAD BASED PAINT ABATEMENT 028319 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 3. Contingency Plan. 4. Notifications to other entities at job site. C. Administrative and Supervisory Personnel: 1. General Superintendent: Provide a full-time General Superintendent who is experienced in administration and supervision of demolition projects involving lead, including work practices, protective measures for building and personnel, disposal procedures, etc. This person shall generally remain outside the work area, except for daily checks on the quality and progress of Work, and be available to The Owner at all times while Work is in progress. 1.07 GENERAL APPLICABILITY OF CODES, REGULATIONS AND STANDARDS A. All materials and Work shall comply with the requirements of the national, local fire and utility companies, the Board of Health, with the recommendation of the fire insurance rating organization having jurisdiction, with the state and national building codes, and with the requirements of all governmental departments having jurisdiction. The Contractor shall file all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments having jurisdiction. The Contractor shall bear all governmental taxes, fees, and other costs in connection with his Work. B. The Contractor shall comply with the requirements of the following regulations, and maintain a copy of each at the work site: 1. U.S. Department of Labor, OSHA Lead Regulations (CFR Title 29, Part 1926.62). 2. Massachusetts Department of Labor Standards Regulation 454 CMR 22.00: 3. Massachusetts Department of Labor Standards Regulation 454 CMR 23.00: Occupational Lead Poisoning. 4. U.S. Department of Labor, OSHA Safety & Health Regulations for Construction (CFR Title 29,1926). 5. U.S. Environmental Protection Agency, Hazardous Waste Regulations (CFR Title 40, Parts 260 -268). 6. All local ordinances, regulations, or rules pertaining to lead, including its storage, transportation and disposal. 7. U.S. Department of Transportation regulations, 49 CFR Parts 172 and 173. 1.08 NOTIFICATIONS,PERMITS, AND LICENSES LEAD BASED PAINT ABATEMENT 028319 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 'Project# 196034 A. Licenses: Maintain current licenses as required by applicable state or local jurisdictions for the removal, transporting, disposal or other regulated activity relative to the Work of this Contract. 1.09 CONTRACTOR AND PERSONNEL QUALIFICATIONS A. Personnel Qualifications: All personnel of the Contractor involved with Selective Demolition must be trained, tested, and certified in lead paint renovation, repair and painting by the EPA prior to any Work. Personnel shall be thoroughly familiar with the standard operating-procedure of the Contractor and all applicable regulations governing lead abatement Work. All personnel shall undergo the medical examinations required by OSHA. All superintendents and the foremen shall be thoroughly familiar with all applicable regulations and practices for and lead renovation and repair work, and shall have participated in at least three similar projects during the last two years. All personnel shall be trained in the use and care of respirators and shall pass an OSHA-specified respirator fit test. Anyone without the above qualifications shall not be allowed to work in the regulated work area at any time. 1.10 AVAILABILITY OF TRAINED PERSONNEL A. There shall be a sufficient number of trained and qualified workers, foremen and superintendents to accomplish the Work within the required schedule. Since general repainting of components or replacement work activities cannot start prior to the successful preparation of work surfaces, it is imperative that a sufficient number of trained personnel be engaged throughout the process. No untrained or unqualified person shall be employed to speed up completion of the Work. 1.11 RESPIRATORY PROTECTION A. Respirator Use: The Contractor shall ensure that all workers wear an acceptable, approved respirator at all times while performing work area preparation, demolition, suspect lead-based paint removal and cleanup tasks, or while performing any other related task. B. Training: The Contractor shall have a formal written respirator training program, and shall, on request, furnish documentation of the participation of each worker in this program. The formal written respirator protection program must be implemented in accordance with 29 CFR 1926.62. C. The Contractor will provide all workers, foremen, and supervisors with a minimum of a properly fitted half-face MSHA/NIOSH approved respirator. Authorized visitors (including Federal, State and local Inspectors) must provide a current health and medical report certifying them as approved to wear half-faced respirators. When respirators and disposable filters are used, the Contractor will provide sufficient replacement filters for the workers and any visitors. LEAD BASED PAINT ABATEMENT .028319 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 PART 2 -MATERIALS 2.01 GENERAL REQUIREMENTS A. The Contractor shall deliver all materials and equipment to the site in the original containers bearing the name of the manufacturer, and details for proper storage and usage. B. Unloading and temporary storage sites and transfer routes must be reviewed and accepted in advance by The Owner. C. Damaged or deteriorated materials may not be used and must be promptly removed from the site. D. All materials, tools, and equipment must comply, at a minimum, with the Specification and relevant Federal, State and local codes. 2.02 MATERIALS, TOOLS,AND EQUIPMENT A. HEPA-Filtered Exhaust Machines: Supply the required number of air filtration units to the site in accordance with these Specifications. B. Vacuum Cleaning Equipment - Shall be industrial type designed for such use, equipped with High Efficiency Particulate Air (HEPA) filters. No other method will be permitted. Each vacuum cleaner shall be emptied and thoroughly cleaned (inside the decontamination facility/work area) at the conclusion of the Contract, or each use. C. Respiratory Protection Equipment - Shall be NIOSH-approved, and shall comply with all provisions of 29 CFR 1926.62. A fit testing procedure and results of individual fit-tests shall be submitted to The Owner for acceptance for all passive air filtering respirators. D. Polyethylene Sheet - Provide flame resistant polyethylene film that conforms to requirements set forth by the National Fire Protection Association Standard 701, Small Scale Fire Test for Flame-resistant Textiles and Films. Provide largest size possible to minimize seams, 6.0 mils thick as required, frosted or black as indicated. E. Warning Signs and Labels - Shall be located and comply with all Federal, State, and local codes and regulations. F. Waste Containers and Transportation - Shall be pre-labeled bags, drums, or other closed containers suitable for loading, temporary storage,transit, and unloading of contaminated waste without rupture, causing exposure to persons or emissions to the atmosphere. Transportation and disposal methods shall comply with the provisions of EPA Title 40; US Department of Transportation Regulations 49 CFR; and DEP Regulations 310 CMR LEAD BASED PAINTABATEMENT 028319 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 30.00; and with any hazardous or special waste regulations for temporary storage, transport, and disposal in the cities where the waste will be generated, stored, transported or disposed of. G. Ladders or Scaffolds or Lifts - Shall be OSHA-approved, and be of sufficient dimensions and quantities so that all work surfaces can be easily and safely accessed by The Owner, workers, and inspectors. Scaffold joints and ends shall be sealed with tape to prevent incursion of lead dust. H. Pressure-Differential Recorder - Provide air pressure sensing devices equipped with recorders for continuous monitoring of work area pressure differential. Provide sufficient quantities of chart paper and maintain devices until completion of Work. 1. Wet Scraping Tools—Flat and curved paint scrapers to remove peeling paint from wood trim. Spray bottles and sponges attached to the scrapers to keep surface wet during scraping. J. Mechanical Removal Tools with HEPA Attachment — Machine sander with integral HEPA Attachment. HEPA attachment must have holes in sander plate to collect dust even at edge of woodwork. K. Heat Gun—Heat Gun operating at less than 1,100 F. Use for limited areas only. Provide fire extinguisher in area. PART 3 -EXECUTION 3.01 LEAD-BASED PAINT COMPONENT REMOVAL REQUIREMENTS A. Isolation of Work Areas All lead work areas shall remain isolated from all other trades of the project and remain inaccessible to the public. Contractor shall monitor the access to the lead.abatement work areas. MA work practice requirements for renovation work are documented in 454 CMR 22.11. B. Work Review 1. The Architect and Consultant will review the Contractor's work practices during all lead-based paint abatement related work and will report any violations to the Owner. If the Contractor fails to correct deficiencies within 24 hours, the Consultant will request that work be stopped and the Owner will be contacted to intervene. The on-site inspector representing the Architect and Consultant may stop the work at any time due to violation of regulations and violation of specification requirements. LEAD BASED PAINTABATEMENT 028319 - 9 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 C. Work Procedures In order to avoid possible exposure to dangerous levels of lead and to prevent possible contamination of areas outside the demarcated work area, work shall, at a minimum, follow the work practices and other requirements defined in 454 CMR 22.11 and general guidelines listed below: 1. In areas where removal of lead-coated components occurs, the Contractor shall cover the ground with one layer of six mil polyethylene sheeting (slip-proof)to a minimum of ten feet from the side of the building. All windows and doors within 20 feet shall be closed during the work. 2. Polyethylene sheets shall be deployed below the surface to be abated to collect falling debris. Other alternative collection methods may be utilized with approval of the Engineer. 3. Before leaving the work area, the worker shall remove all gross contamination, debris and dust from the coveralls by completely HEPA vacuuming before leaving work area or separate decontamination facility. 4. All equipment used by the workers inside the work area shall be either left in the work area or thoroughly decontaminated before being removed from the area. 5. All lead waste generated during each shift including, but not limited to, lead chips, dust and debris shall be thoroughly cleaned from the work zone and packaged for disposal at the conclusion of each work shift. 6. All persons leaving the removal area must remove their personal protective equipment before leaving the containment or regulated work area. Coveralls shall be removed "inside out"to minimize the dispersal of lead dust. 7. Under no circumstances shall workers or supervisory personnel eat, drink, smoke, chew gum or chew tobacco in the work area; to do so shall be grounds for the Consultant to stop all removal operations. Only in the case of life threatening emergency shall workers or supervisory personnel be allowed to remove their protective respirators while in the work area. 8. As with additional clothing, all footwear shall be left inside the clean area until the completion of the job and then shall be HEPA vacuumed or discarded as contaminated waste. 3.02 DISPOSAL OF WASTE MATERIALS LEAD BASED PAINTABATEMENT 02 83 19 - 10 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 A. General 1. The requirements of applicable EPA Resource Conservation and Recovery Act (RCRA), MA DEP and DOT regulations shall be complied with as well as applicable state waste plan requirements. During abatement, the Contractor shall not leave debris on the property, incinerate debris, dump waste by the road or in an unauthorized dumpster, or introduce lead-contaminated water into storm drain (e.g., will not be flushed down yard inlet or street drain) or sanitary sewers (e.g., will not be flushed down toilet or other household drain). 2. The following materials, at a minimum, shall be tested by Contractor and results made available to Owner to determine whether or not they are to be classified as hazardous waste: a. painted components, b. HEPA filters, respirator cartridges; c. waste water; d. dust from HEPA filters and from damp sweeping; e. paint chips and debris; f. plastic sheets, duct tape, or tape used to cover floors and other services during the lead-based paint abatement; g. liquid waste, such as wash water used to decontaminate steel after removal has been performed; h. rags, sponges, mops, scrapers, and other materials used for testing, abatement, and clean-up; i. disposable work clothes and respirator filters; j. any other items intended for non-hazardous disposal. 3. In order to determine whether wastes are classified as non-hazardous solid or hazardous waste for the above listed materials, as defined under the Resource Conservation and Recovery Act, the Toxicity Characteristic Leaching Procedure (TCLP) must be performed. Representative samples shall be required of all material in Item 2. a. through j. above to be disposed. Representative sampling shall be at a minimum, one sample of each component to be disposed of. All sample analysis costs shall be borne by the Contractor. If any of these samples are above the TCLP regulatory limits, Contractor shall dispose of all of that type of material as hazardous material. This cost shall be included in the base bid price. 4. Contractor shall submit written manifest to Owner prior to removing any waste from site and shall submit complete manifest to Owner after waste is disposed at approved landfill. LEAD BASED PAINTABATEMENT 02 83 19 - 11 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 5. For waste disposal and classification purposes, the following documents are made applicable and part of this Section: 40 CFR 241, 257, 261, 262; and 49 CFR 172, 173, 178, and 179. B. Disposal of Hazardous Waste 1. Contractor and transporting Contractor will be required to comply with the RCRA and with all applicable state and local regulations. 2. Contractor shall comply with all EPA regulations for waste treatment,transfer and disposal. 3. Contractor shall place residues in drums fabricated of materials that cannot be dissolved or corroded by chemicals. Caustic and acid waste shall be segregated from each other and cannot be stored in the same containers. Other hazardous materials shall be prepared for disposal as follows: a. Packaged and sealed in containers approved under 49 CFR 173, 178, and 199; b. Containers shall be numbered to correspond to the seal number, labeled with the type of materials, date it was filled and sealed, seal number, and weight of sealed container in addition to the information required under 49 CFR 172; c. A log shall be prepared at time of filling, identifying each numbered container and the information from b above. A copy g of this to shall be furnished to the Owner within three working days after the containers are filled; d. Name, location and telephone number of the disposal site used; copy of the state license in which the disposal site is located, locally-issued license, and a signed agreement that the disposal site will accept the hazardous lead waste shall be provided to the Engineer/Owner; e. Submit copies of the Hazardous Waste manifest as required by these specifications. C. Waste Containers. Contractor will comply with EPA and DOT regulations for containers. Contractor shall contact state and local authorities to determine their criteria for containers, and present this information to Owner. The more stringent regulation shall apply. D. Waste Transportation. If Contractor is not a certified hazardous waste transporter, a contract shall be entered into with a certified transporter to move the waste. Transporter shall be at approval of Owner. Contractor shall require the certified hazardous waste transporter to fully comply with RCRA and DOT regulations. LEAD BASED PAINTABATEMENT 02 83 19 - 12 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 E. Prior to the removal of any hazardous waste the below listed information must be received in writing to the Owner for their review and approval. Once approval is received,the waste may be transported as required. a. Quantity of hazardous waste; b. Type of waste materials; c. Method of containerizing waste or waste treatment and appropriate licensing, certification and regulatory approvals; d. Proposed waste hauler and disposal route; e. Proposed waste disposal site or landfill. F. Receipts from waste hauler and waste disposal site or landfill must be received and approved by Owner prior to approval of completion of the applicable phase of work. G. Cost for Disposal of Hazardous Waste 1. The cost for the correct disposal of all waste of this project shall be included in the Total Base Bid,.including ALL LEAD WASTE DEBRIS to be disposed as hazardous waste. The cost for the disposal as hazardous waste shall include all fees, permits, labor, materials, profit,.overhead, waste transfer costs, and all other costs incidental to hazardous disposal. Also included shall be the cost for all storage dumpsters, permit fees, transport, treatment (on-site or off-site), additional testing, and disposal fees. 2. Contractor shall submit to its approved laboratory for testing, samples of each type of component or debris removed as part of the work of this project. Contractor's Total Base Bid shall include minimum requirements for testing of materials required by the disposal sites, hazardous and non-hazardous, and as referred to in this Section. 3. However, it is likely that the siding component waste will not be considered hazardous and not need to be disposed as hazardous waste. A credit to the owner will be necessary in this case. 3.02 POST-CLEANING VERIFICATION A. Work Area Cleaning Verification 1. Subsequent to the Lead-safe Renovation, the contractor's Lead-safe Renovator- supervisor shall carry out post renovation cleaning verification per 454 CMR 22.92. 2. Reclean as necessary to achieve successful verification. i LEAD BASED PAINTABATEMENT 02 83 19 - 13 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 i END OF SECTION 028319 LEAD BASED PAINT ABATEMENT 02 83 19 - 14 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 03 01 37 REHABILITATION OF CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.1 SECTION INCLUDES A. General repair existing concrete at locations indicated on Drawings upon Owner and Architect pre-installation conference and walk-through. Work includes, but is not limited to: 1. Repair existing concrete slabs which includes preparation of concrete and application of polymer modified concrete patching materials. 1.2 RELATED SECTIONS A. Section 02 41 19-SELECTIVE DEMOLITION. 1.3 REFERENCES A. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENCES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ACI 301 -Structural Concrete for Buildings. 2. ACI 302- Guide for Concrete Floor and Slab Construction 3. ACI 304- Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. 4. ACI 308-Standard Practice for Curing Concrete. 5. ACI 318- Building Code Requirements for Reinforced Concrete. 6. ACI 347- Recommended Practice for Concrete Formwork. 7. ASTM C 33-Concrete Aggregates. 8. ASTM C 150- Portland Cement. 9. ASTM C 404-Aggregates for Masonry Grouts. 10. ASTM C 494-Chemicals Admixtures for Concrete. B. Inclusionary References: The following reference materials are hereby made a part of this Section by reference thereto: 1. ACI 503.7—Specification for Crack Repair by Epoxy Injection. 2. CRSI -Manual of Practice. 1.4 SUBMITTALS A. Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Literature: Manufacturer's product data sheets, specifications, performance data, physical properties for epoxy mixes, high-strength grout, bonding agent, attachment accessories, and admixtures. 2. Review statement: Written statement, signed by the concrete restoration applicator, stating that the Contract Drawings have been reviewed and that the specified repair methods are proper, compatible, and adequate for the application shown. 3. Manufacturer's instructions: Manufacturer's installation instructions indicating special procedures, and perimeter conditions requiring special attention. REHABILITATION OF CAST-IN-PLACE CONCRETE 0301 37 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 4. Shop drawings: a. Repair scope drawings: 1/4 inch scale elevations and plans of areas covered by the Work of this Section.. 1.5 PROJECT RECORD DOCUMENTS A. Prepare and submit record documents in compliance with Section 01 78 00-CLOSEOUT SUBMITTALS. B. Accurately record actual locations of repair work, structural reinforcement repairs, and type of repair methods used. 1.6 QUALIFICATIONS A. Materials manufacturer(s): Company specializing in manufacturing the products specified in this Section with minimum 3 years documented experience. B. Applicator,with a minimum of 3 years documented experience demonstrating previously successful work of the type specified herein. 1. Contractor shall submit a list of five (5) projects in which epoxy injection was successfully completed. 1.7 QUALITY ASSURANCE A. Perform work to provide homogeneous concrete with required strength, durability and weathering resistance,without planes of weakness, and other structural defects, and free of pronounced honeycombing, air pockets, voids, projections, off sets of plane, and other defacements on exposed surfaces. 1.8 ENVIRONMENTAL REQUIREMENTS A. No polymer-modified or epoxy patching materials shall be placed at surface and ambient temperatures lower than 40 degrees F, or when the temperature is projected to fall below 40 degrees F in the 24 hours following placement. 1.9 DELIVERY, STORAGE AND HANDLING A. Do not deliver items to the site, until all specified submittals have been submitted to, and approved by, the Architect. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Basis of Design (Specified Manufacturer): To establish a standard of quality, design and function desired, Drawings and specifications have been based on Sika Corporation, Lundhorst, NJ. B. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. Sika Corporation, Lundhorst, NJ. 2. BASF Corporation, Florham, NJ. 3. Euclid Chemical Company, Cleveland, OH. REHABILITATION OF CAST-IN-PLACE CONCRETE 0301 37 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2.2 CEMENTITIOUS SLAB (HORIZONTAL) REPAIR PATCHING MATERIALS A. Multi-component Portland cement mortar: proprietary blend of selected portland cements, specially graded aggregates, admixtures for controlling setting time,water reducers for workability, an acrylic-polymer latex and an organic accelerator. 1. Specified Products: a. Sika, product: "SikaTop 122 Plus", consisting of two components: 1) Component A shall be a liquid polymer emulsion of an acrylic copolymer base and additives including: a) An organic, penetrating corrosion inhibitor which has been independently proven to reduce corrosion in concrete via ASTM G3 (half-cell potential tests). The corrosion inhibitor shall not be calcium nitrite, and shall have a minimum of 5 years of independent field testing to document performance on actual construction projects. 2) Component B shall be a blend of selected Portland cements, specially graded aggregates, admixtures for controlling setting time,water reducers for workability, and an organic accelerator. 2. Mortar Performance Criteria and Properties: a. Working Time: Approximately 30 minutes b. Finishing Time: 50-120 minutes c. Mxed Color: concrete gray d. Compressive Strength (ASTM C-109 Modified) 1) 1 day:3000 psi min. 2) 7 day: 5500 psi min. 3) 28 day: 7000 psi min. e. Flexural Strength (ASTM C-293) @ 28 days: 2000 psi (13.8 MPa) f. Splitting Tensile Strength (ASTM C-496)@ 28 days 750 psi (5.2 MPa) g. Bond Strength (ASTM C-882 Modified) @ 28 days: 2200 psi (15.2 MPa) h. The portland cement mortar shall not produce a vapor barrier. i. Density(wet mix): 136 lbs. /cu. ft. (2.18 kg/1) J. Permeability(AASHTO T-277 @ 28 days Approximately 500 Coulombs) B. Aggregate: conform to ASTM C-33, 3/8 inch (No.8 distribution per ASTM C-33, Table II) clean, well-graded, saturated surface dry aggregate, having low absorption and high density. 1. Aggregate must be approved for use by the Architect/Engineer. 2.3 ACCESSORIES: A. Cleaning Agent: Commercial Muriatic acid. 2.4 BATCHING AND MIXING A. Mix patching materials in strict accordance with manufacturer's instructions for purpose intended. 1. Mix components in clean equipment or containers. Conform to pot life and workability limits. 2. All batching and mixing operations shall be performed in a manner such that quality control is guaranteed, accurate mix proportions are maintained and all ingredients are combined and mixed to a uniform consistency. Y I REHABILITATION OF CAST-IN-PLACE CONCRETE 0301 37 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3. Mix components shall be measured and partially combined in a controlled environment prior to final mixing and placing at the repair location. 2.5 SOURCE QUALITY CONTROL A. Testing of patching mortar mix designs: The Contractor shall notify the Architect/Engineer j at least four(4)weeks in advance of the start of placement of patching mortar, in writing, of j the type of patching mortar proposed for use on the project. The following data shall be submitted to the Architect/Engineer at that time. 1. List of material sources 2. Proposed mixing methods B. At least(3)weeks prior to the start of placement of patching mortar, the Contractor shall manufacture four(4) separately mixed test batches of patching mortar under job conditions in quantities large enough to accommodate the following samples and tests: 1. Eight, 2 inch cube specimens, for testing to determine compressive strength of the mortar, in accordance with ASTM C109-86, "Standard Test Method for Compressive Strength of Hydraulic Cement Mortars." PART 3-EXECUTION 3.1 EXAMINATION A. Inspect all surfaces and verify that they are in proper condition to receive the work of this Section. Beginning of installation means acceptance of existing conditions. B. The Contractor shall inspect and sound the areas involved to determine the full extent of the work involved and shall outline the limits of work involved using a marking crayon, paint or other suitable method for review by Architect/Engineer. 3.2 PREPARATION-GENERAL A. Clean concrete surfaces of dirt, laitance, corrosion, or other contamination;wire brush using acid; rinse surface with clean water and allow to dry. B. All loose and deteriorated concrete shall be removed by mechanical means. Mechanically prepare the concrete substrate to obtain a surface profile of+/- 1/16" (CSP 5 or greater as per ICRI Guidelines)with a new exposed aggregate surface.Area to be patched shall not be less than 1/8" in depth. C. For areas requiring repairs to existing reinforcing steel: Sandblast clean the exposed reinforcement steel surfaces to a white metal finish to remove all contaminants and rust.. High pressure wash reinforcing steel after mechanical cleaning. D. Coat exposed and clean reinforcing steel with two coats of specified epoxy coating in accordance with manufacturers written instructions. 3.3 PREPARATION- MORTAR PATCHES A. General: Perform preparation required in accordance with the specifications herein described and in accordance with the epoxy manufacturer's recommendations. B. Areas of deteriorating and unsound concrete, as determined during the inspection, shall be removed as follows: 1. Unsound concrete in these areas shall be removed by high pressure water blasting or other mechanical equipment as provided by the Engineer. REHABILITATION OF CAST-IN-PLACE CONCRETE 0301 37 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 a. Removal of concrete by using chipping hammers not in excess of 15 pound rating. 2. Removal of concrete shall extend 2 inches beyond the outer boundary mark of unsound concrete. 3. Where possible, the areas removed shall be rectangular shaped in plan view. 4. The edges of the patch area shall be perpendicular or slightly undercut between 1/4 and 1/2 inch deep.This shall be accomplished by saw cutting or by using chipping hammers not in excess of a 15 pound rating. 5. Where possible, concrete shall be removed completely around reinforcing steel such that a 1/2 inch clearance from the insitu concrete is obtained. 6. During the removal process, care should be taken to avoid cracking and otherwise damaging the surrounding sound concrete. C. Following the removal of the deteriorated and unsound concrete and prior to cleaning the patch area, the contractor shall remove all loose concrete from the work area and leave said area broom clean. D. The patch area shall be thoroughly cleaned by sandblasting or high pressure waterblasting (8000 psi minimum)to accomplish all of the following: 1. Removal of all remaining loose and unsound concrete and all dirt, debris and other contaminants which may impair adhesion of the epoxy mortar. 2. Remove all loose rust, scale and unsound concrete from exposed reinforcing steel. 3.4 REPAIR WORK-GENERAL A. For spalling slab areas: Saw-cut around spalled areas to a depth of 1/2 to 3/4 inch.Angle bottom of saw cut away from spalled areas to provide keying. Chip out spalled area to saw cuts, chip area flat.and level. Fill voids flush with surface with cementitious grout, apply surface finish. 3.5 MORTAR PLACEMENT A. General placement for repair mortars: 1. Horizontal repairs: 1/8 inch (3mm) minimum to 1 inch maximum (25mm)depth per lift. B. At the time of application, the substrate should be saturated surface dry with no standing water. Scrub mortar must be scrubbed into substrate filling all pores and voids. While the scrub coat is still plastic, force material against edge of repair,working toward center. 1. Apply epoxy coating in lieu of scrub coat, if repair area is too large to fill while scrub coat is wet. C. After filling, consolidate, then screed. Allow mortar to set to desired stiffness, then finish with trowel for smooth surface. D. Broom or burlap drag for rough surface where ceramic tile is scheduled to be installed over repair. E. As per ACI recommendations for polymer-modified portland cement concrete, curing is required. Moist cure with wet burls andpolyethylene, a fine mist of water or a water- based* p ate based*compatible curing compound may be permitted where allowed by patching material manufacturer.. Commence moist curing immediately after finishing and continue for 48 hours. I REHABILITATION OF CAST-IN-PLACE CONCRETE 0301 37 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 3.6 DEFECTIVE REPAIRS A. Allow Architect/Engineer to inspect concrete surfaces after completion of repairs. Do not patch,fill,touch-up, repair, or replace concrete restoration work except upon express direction of Architect/Engineer for each individual area. 3.7 CLEANING A. After completion of the work of this Section, remove equipment, and clean all wall, partition, and floor areas free from deposits of materials installed under this Section. 1. Clean surface areas of excess epoxy materials and remove injection ports by grinding or other appropriate methods. No epoxy materials or injection ports shall extend beyond the plane of the surfaces of the existing in-place concrete. End of Section REHABILITATION OF CAST-IN-PLACE CONCRETE 0301 37 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 SECTION 05 01 00 Miscellaneous Metals (Filed Sub-Bid) 1.1 DESCRIPTION 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 in this Section. Z B Carefully examine all the Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be g determined without a thorough review of all specifications sections and d other Contract Documents. 0 C Where referred to, Standard Specifications, Recommendations of J Technical Societies, and/or Manufacturer's Associations, plus Codes of Federal, State, and Local Agencies shall include all amendments current as of date of issue of these specifications. r E En ca 1.2 REQUIREMENTS FOR SUBMITTING FILED SUB-BID A. Sub-bids shall be submitted for the Work of this Section in accordance with the provisions of M.G.L. c.149 §§44A-J The time and place for submission of sub- bids are set forth in the Advertisement. The procedures and requirements for submitting sub-bids are set forth in the Instructions to Bidders. B. Sub-bidders must be DCAMM Certified in the listed trade and shall include a Current DCAMM sub-bidder Certificate of Eligibility and a signed DCAMM Sub- bidder's Update Statement with the bid C. Specification requirements for the Filed Sub-bid "Miscellaneous Metals" include all of the following listed Specification Sections in their entirety. SECTION 05 50 00 - METAL FABRICATIONS D. The Work of this Section is shown on Drawings 9 T-1, A-1.1, A-1.2, A-1.3, A-1.4, A-1.5, A-1.6, A-2.1, A-2.2 A-2.3 A-3.1 A-3.2 E. SUB-SUBS Miscellaneous Metals (Filed Sub-Bid) 0501 00 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1. Sub-sub bids are required for this Section. Sub-Bidders shall include the appropriate information for the list of sub sub-bid Class of Work noted below in this paragraph. NOT APPLICABLE 2. If the Filed Sub-Bidder customarily performs the above Work with its own workforce, the Sub-Bidder should list its own name and trade and leave the dollar amount blank. 3. If the Filed Sub-Bidder does not customarily perform the Classes of Work with its own workforce, the Sub-Bidder should list the name of the contractor performing the work, the trade and insert a dollar amount. END OF SECTION a Y 8 m 0 C U J U O U a C m E N 0 m Miscellaneous Metals (Filed Sub-Bid) 0501 00 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 05 50 00 METAL FABRICATIONS (PART OF FILED SUB-BID SECTION 05 01 00) PART 1 -GENERAL 1.1 GENERAL A. The 00.72.00 Conditions of the Contract and all sections of Division 01, General Requirements shall be part of this section unless otherwise specifically excluded. 1.2 FILED SUB-BIDS- Refer to Division 00-PROCUREMENT AND CONTRACTING REQUIREMENTS 1.3 SUMMARY A. The work of this Section consists of miscellaneous metals, and ornamental iron where shown on the Drawings, as specified herein, and as required for a complete and proper installation. Work includes, but is not limited to the following. B. Furnish and install: 1. Galvanized steel exterior entry porch railings, hot-dipped galvanized and shop finished. C. Perform all drilling and cutting in miscellaneous metal items required for attachment to other items. D. Core drill concrete stairs and ramps; grout into place railing posts. E. Perform all shop-painting for all surfaces of exposed to view galvanized and non- galvanized metals, and post-erection touch-up of shop prime coat, using the same material as shop-prime coating. F. Perform application of liquid zinc touch-up to all welds of galvanized steel items furnished hereunder. 1.4 REFERENCES A. Referenced Standards: Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENCES. The standards referenced herein are included to establish recognized minimum quality only.Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. Equivalent quality and testing standards will be acceptable, subject to their timely submission, review and acceptance by the Architect. METAL FABRICATIONS (Filed Sub-Bid) 055000 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1. ASTM A 36-Structural Steel. 2. ASTM A 53-Pipe, Steel, Black and Hot-Dipped, Zinc-coated, Welded and Seamless Steel Pipe. 3. ASTM A 108- Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished. 4. ASTM A 123-Zinc Coatings on Products Fabricated From Rolled, Pressed and Forged Steel Shapes, Plates, Bars, and Strip. 5. ASTM A 153-Zinc-Coating on Iron and Steel Hardware. 6. ASTM A 283-Carbon Steel Plates, Shapes, and Bars. 7. ASTM A 307-Carbon Steel Externally Threaded Standard Fasteners. 8. ASTM A 325-Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength 9. ASTM A 361 -Zinc Coated (Galvanized) Iron or Steel Roofing sheets. 10. ASTM A 385-Providing High Quality Zinc Coatings. 11. ASTM A 386-Zinc Coating on Assembled Steel Products. 12. ASTM A 446-Zinc Coated (Galvanized) Steel Sheets of Structural Quality, Coils and Cut Lengths. 13. ASTM A 501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. 14. ASTM A 525-Specification for Sheet Steel, Zinc Coated (Galvanized). 15. ASTM A 780-Repair of Hot-Dip Galvanizing. 16. ASTM All 01II/Al 011M -Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High- Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra- High Strength. 17. ASTM 8117 Standard Practice for Operating Salt Spray(Fog)Apparatus. 18. ASTM A 575 Standard Specification for Steel Bars, Carbon, Merchant Quality, M- Grades. 19. ASTM A576 Standard Specification for Steel Bars, Carbon, Hot-Wrought, Special Quality. 20. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 21. AGAI - Inspection Manual for Hot-Dipped Galvanized Products. 22. AISC-Code of Standard Practice for Steel Buildings and Bridges. 23. AISC- Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings. 24. AWS-Standard Code for Arc and Gas Welding in Building Construction. 25. MIL-P-21035B- Paint High Zinc Dust Content, Galvanizing Repair(Metric) (superseding DOD-P-21035A) 26. SSPC referenced standards. 27. NAAMM publication AMP 500-Metal Finishes Manual 28. NAAMM publication AMP 510-Metal Stairs Manual. 29. NAAMM publication AMP 521 -Pipe Railing Manual 30. NAAMM publication AMP 555-Code of Standard Practice for The Architectural Metal Industry. 31. SSPC standards referenced herein, including: a. SSPC-SP1, Surface Preparation-Solvent Cleaning, b. SSPC-SP2, Surface Preparation-Hand Tool Cleaning. METAL FABRICATIONS (Filed Sub-Bid) 055000 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 c. SSPC-SP3; Surface Preparation—Power Tool Cleaning d. SSPC-SP8, Surface Preparation - Pickling. e. SSPC-Paint 20, Zinc-Rich Coating (Type 1) Inorganic and (Type II) Organic. f. SSPC-Paint 29, Zinc Dust Sacrificial Primer Performance. 1.5 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate work of this subcontract with that of other trades, affecting or affected by this work, and cooperate with the other trades as is necessary to assure the steady progress of work. 2. Be responsible for establishing locations and levels for all work of this Section, except such parts as may be delivered to others and set by them. In such cases assist them in properly locating said parts. B. Pre-Installation Meetings:At least two weeks prior to commencing fabrication work of this Section, conduct a pre-installation conference at the Project site. Comply with requirements of Section 01 31 00- PROJECT MANAGEMENT AND COORDINATION.Coordinate time of meeting to occur prior to installation of work under the related sections named below. 1. Required attendees:Architect, Contractor, Installer's Project Superintendent, and representatives of other related trades as directed by the Architect or Contractor. 2. Agenda: a. Scheduling of metal fabrications operations. b. Review of staging and material storage locations. c. Coordination of work by other trades. d. Installation procedures for ancillary equipment. e. Protection of completed Work. C. Sequencing: 1. Field Measurements a. Take field measurements before preparation of shop drawings and fabrication, where possible, to ensure proper fitting of Work. b. Allow for adjustments within specified tolerances wherever taking of field measurements before fabrication might delay Work. D. Scheduling: 1. Coordinate the work of this Section with the respective trades responsible for installing inserts and anchorages furnished by this Section; make arrangements for delivery, receipt and installation of inserts and anchorages to prevent delay of the Work. 1.6 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Product Data: Manufacturer's complete product data and specifications for all prefabricated items, shop primer paints, liquid zinc coating, and hydraulic cements, to be furnished hereunder. 2. Shop Drawings, bearing registration stamp of a Professional Structural Engineer registered in Commonwealth of Massachusetts. a. General requirements: METAL FABRICATIONS (Filed Sub-Bid) 055000 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1) Include large scale details of items of all metal fabrications to be furnished hereunder, showing proposed methods of anchorage to surrounding structure and conditions. b. Include large scale details of railings. 3. Selection Samples: i a. Sample card indicating Manufacturer's full range of colors of shop applied finishes available for selection by Architect. 4. Verification Samples:Accepted samples will be used to establish the quality standard for fabrication, workmanship and finish. a. Factory/shop finishes: 3 inch by 6 inch samples of factory-applied coatings and colors proposed for use for approval prior to coating application. b. Handrail, quality assurance sample: Fabricate a sample showing a typical handrail section demonstrating component connections. Sample section shall be minimum 18 inches in horizontal length and 12 inches in height and include a corner post. Provide a shop primed finish. c. Provide minimum 24 by 24 inch (or equivalent for shapes) of fabricated and finished ornamental metal components, demonstrating the quality of fabrication work, and finish. 5. Certificates: a. Certificate of Compliance from Galvanizer: Submit notarized Certificate of Compliance with application for payment for galvanizing, signed by galvanizer, indicating compliance with requirements of specifications. Include scope of services provided, and quantity and itemized description of items processed. b. Welders certificates as specified under Article entitled "QUALITY ASSURANCE". 6. Delegated Design Submittals: Provide calculations for loading and stresses for the work of this section, bearing the Professional Structural Engineer's seal. Show how design load requirements and other performance requirements as required by the Massachusetts State Building Code have been satisfied. a. Work scope requiring loading and stress calculations includes, but is not limited to the following: 1) Railings B. Closeout Submittals: Submit the following under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. 1. Special Inspections: Submit prior to request for Certificate of Occupancy, to both Architect and local Building Official having jurisdiction, the following: a. All certifications, reports and programs required by Chapter 17 of the Massachusetts State Building code for work engineered by Contractor's Professional Engineer under the requirements of this Section. 1.7 QUALITY ASSURANCE A. General: Notify the Architect where conflicts apply between referenced standards and existing materials, and existing methods of construction. 1. Galvanizer's tagging: The galvanizer shall mark all lots of material with a clearly visible stamp or tag indicating the name of the galvanizer,the weight of the zinc coating, and the applicable ASTM Specification Numbers. B. Exposed Fabricated Steel Elements including stairs, railings, ornamental fabrications and exposed to view fabrications shall be fabricated and finished as Architectural Exposed METAL FABRICATIONS (Filed Sub-Bid) 055000 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Structural Steel (AESS) meeting tolerances and fabrication requirements as specified herein. C. Qualifications: 1. Welders: Utilize only qualified welders employed on the Work. Submit verification that Welder's are AWS D1.1 and D1.4 qualified within the previous 12 months. 2. Licensed Professionals: Provide the services of a Professional Structural Engineer, registered in the Commonwealth of Massachusetts to design and certify that the work of this section meets or exceeds the performance requirements specified in this section and as required by Massachusetts State Building Code. a. Prepare Shop Drawings for under direct supervision of a same Engineer experienced in design of this work. 1.8 DELIVERY, STORAGE AND HANDLING A. Delivery and Acceptance Requirements: 1. Do not order or deliver any materials until all submittals, required in the listed Specification Sections included as part of this Subcontract, have been received and approved by the Architect. B. Storage and Handling Requirements: 1. Handle and store materials under cover in a manner to prevent defacement, deformation, or other damage to the materials and to shop finishes, and to prevent the accumulation of foreign matter on the metal work.All such work shall be repaired and cleaned prior to erection. PART 2 -PRODUCTS 2.1 MATERIALS A. General: All materials shall be new stock, free from defects impairing strength, durability or appearance, and of best commercial quality for each intended purpose. Unless specifically called for otherwise, work shall be fabricated from the following: 1. Steel shapes, plates and bars: ASTM Designation A 36. 2. Steel pipe:ASTM A53, grade A, seamless pipe, black finish unless otherwise noted. 3. Structural steel tubing, square and rectangular shapes:ASTM A500, Grade B. 4. Steel tubular shapes:ASTM A 501. 5. Steel plates to be bent or cold-formed:ASTM A283, grade C. 6. Steel bars and bar-size shapes:ASTM A36. 7. Cold-finished steel bars:ASTM Al 08. 8. Galvanized carbon steel sheets:ASTM A526, with G90 zinc coating in accordance with ASTM A525. B. Steel materials: to be hot dip-galvanized: Provide steel chemically suitable for metal coatings complying with the following requirements: Carbon below 0.25 percent, silicon below 0.24 percent, phosphorous below 0.05 percent, and manganese below 1.35 percent. Notify galvanizer if steel does not comply with these.requirements to determine suitability for processing. C. Metal surfaces, general: For metal fabrications exposed to view upon completion of the Work, provide materials selected for their surface flatness, smoothness and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam METAL FABRICATIONS (Filed Sub-Bid) 055000 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 marks, roller marks, rolled trade names, roughness, and, for steel sheet, variations in flatness exceeding those permitted by reference standards for stretcher-leveled sheet. D. Welding rods:AWS E70XX grade, or select in accordance with AWS specifications for the metal alloy to be welded and in accordance with the recommendation of the welding rod manufacturer. 1. Where stainless steel is welded to mild steel, select rods to minimize dilution effects on the stainless steel component. 2.2 FASTENERS A. General: Provide all fasteners and attachments as required for work specified herein and as indicated on the Drawings. 1. In general, a. Provide all fasteners and attachments of the same material and finish as the metal to which it is applied unless otherwise noted. 1) Provide Type 304 stainless-steel fasteners for exterior use. 2) Provide Type 304 stainless-steel fasteners for fastening aluminum. B. Steel Bolts, Nuts and Washers:ASTM A307, galvanized to ASTM A153 for galvanized components. C. Anchor Bolts:ASTM F 1554, Grade 36. 1. Provide hot-dip or mechanically deposited, zinc-coated anchor bolts where item being fastened is indicated to be galvanized. D. Eyebolts:ASTM A 489. E. Machine Screws:ASME B18.6.3. F. Lag Bolts:ASME B18.2.1. G. Plain Washers: Round,ASME B18.22.1. H. Lock Washers: Helical, spring type,ASME 818.21.1 2.3 ACCESSORIES A. Adhesive for attaching anchors and for direct pinning:high-modulus, high strength, moisture tolerant, epoxy adhesive, two-component 100 percent solids, epoxy resin complying with ASTM C 881. 1. Minimum performance properties(as cured at 70 degrees F. and 50 percent relative humidity): a. Minimum Compressive Strength,tested per ASTM D-695: 1) at 3 days: 11300 psi (31.0 MPa). 2) at 7 days: 11800 psi (44.8 MPa). 3) at 28 days: 12200 psi (58.6 MPa). b. Shear Strength, tested per ASTM D-732 at 14 days:6200 psi (43 MPa) c. Minimum Flexural Strength tested per ASTM D-790 at 14 days: 10700 psi (74 MPa). d. Minimum Bond Strength tested per ASTM C-882 at 14 days: 1) Plastic Concrete to Hardened Concrete 2200 psi (13.8 Mpa). 2) Plastic Concrete to Steel 2000 psi (13.8Mpa). METAL FABRICATIONS (Filed Sub-Bid) 055000 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 e. Maximum Water Absorption, tested per ASTM D-570: 24 hour 0.27% f. Minimum Tensile properties tested per ASTM D-638: Tensile Strength 6900 psi (48 Mpa). 2. Products which may.be considered as equal include the following, or approved equal: a. Sika Corporation, Lyndhurst NJ., product: "Sikadur 32 Hi-Mod Gel. b. Simpson Strong Tie, Pleasanton, CA., product"SET High Strength Epoxy". c. Symons Corporation, Des Plaines, IL., product"Rescon Gel anchor 304". B. Grout: Ready mixed, non-metallic high-strength controlled expansion grout of Plowable consistency, conforming to ASTM C 1107 with minimum compressive strength of 8,000 pounds per square inch (55.2 MPa) at 28 days. 1. Products which.may be considered as equal include the following, or approved equal: a. Five Star Products, Inc., Fairfield CT, product"Five Star Grout." b. L&M Construction Chemicals, Omaha NE, Product: "Crystex." c. BASF Construction Chemicals, Cleveland, OH., product"Masterflow 713". d. Sika Corporation, Lyndhurst, NJ., product"SikaGrout 212". e. ChemMasters, Madison, OH., product"Conset". C. Metal paste filler: 2 component epoxy, high strength, structural adhesive putty: 1. Products which may be considered as equal include the following, or approved equal: a. Abatron, Inc. Gilberts IL,.product: "Ferrobond-P". b. Dynatron/Bondo Corp., Atlanta, GA, product: "Bondo Plastic Filler". c. U.S. Chemical&Plastics Company., Massillon OH, product"Metal filled epoxy". D. Primer for non-galvanized steel surfaces, modified alkyd rust-inhibitive, high solids primer: 1. Products which may be considered as equal include the following, or approved equal: a. Benjamin Moore product: "Metal Primer KP14-70", Gray Primer. b. Rust-Oleum: 6100, Gray Primer. c. Sherwin Williams: Kern Flash 500 Primer, Gray Primer E61A750. d. Tnemec:V10-1009 Gray Primer. 2.4 FABRICATION-GENERAL A. Metal surfaces shall be clean and free from mill scale, flake, rust and rust pitting;well formed and finished to shape and size, true to details with straight, sharp lines, and angles and smooth surfaces. Curved work shall be to true radii. Exposed sheared edges shall.be eased. B. Shop fabricate items wherever practicable, accurately fitting all parts and making all joints tight. Do not fabricate materials until all specified submittals have been submitted to, and approved by, the Architect. C. Do all cutting, punching, drilling, and tapping required for attachment of anchor bolts and other hardware and for attachment of work by other trades.All such work shall be done prior to hot-dip galvanizing of the various components. D. Grind all edges of bars and plates completely free from nicks and machine marks, prior to galvanizing and/or shop priming. METAL FABRICATIONS (Filed Sub-Bid) 055000 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 E. Grind all exposed-to-view welds completely smooth and flush to the surface plane of the base metals. Perform welding work prior to galvanizing in all cases, except where field welding is necessary, in which case, completely coat all such welds with two coats of specified liquid zinc coating, after performing grinding operations. 1. Finish welds on exposed to view components to comply with NOMMA's"Voluntary Joint Finish Standards"for Type 1 welds: no evidence of a welded joint. F. Use screws and bolts only where welding cannot be performed, of sufficient size to ensure against loosening from normal usage of miscellaneous metal items furnished hereunder. 1. Countersink all screw heads and bolt heads as far as practicable. Use not less than two screw, bolts, or other anchorage items, at each connection point. 2. Draw up all threaded connections tightly, after buttering same with pipe joint compound,to exclude water. G. Provision for Thermal Movement:Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. 1. Design, fabricate and install for temperature change range of 120 degrees F, ambient temperature and 180 degrees F, material surfaces. H. Carefully coordinate the installation of metal fabrications with the work of trades responsible for the installation of interfacing work, and for the installation of work into the various assemblies furnished hereunder, and permit the installation of the related materials to be made at the appropriate times. I. Fit and assemble metal fabrications in largest practical sections for delivery to site, ready for installation. 2.5 FABRICATION-RAILINGS(HANDRAILS/GUARDRAILS) A. Refer to the Drawings for location and details of steel railings to be furnished and installed hereunder. 1. Verify heights shown in Drawings comply with referenced codes and regulations. B. Railing performance requirements; conform to all requirements of those codes and regulations referenced under Section 01 41 00- REGULATORY REQUIREMENTS. 1. Railings: Design, fabricate and install all railings in a manner which will ensure the railings will be capable of withstanding loads as follows and as required under Section 1607 of 2009 International Building Code with Massachusetts Building Code, Eighth Edition amendments. a. Resist a load of 50 pounds per linear foot(0.73 kN/m)applied in any direction at the top and to transfer load through railing supports to structure. b. Resist a single concentrated load of 200 pounds(0.89kN) applied in any direction at any point along the top, and to transfer load through railing supports to structure. Concentrated loading requirements are not concurrent with other loading requirements. c. Intermediate rails, balusters and panel fillers shall resist a horizontally applied load of 200 pounds (0.89 kN) on an area equal to 1 square foot(.093m2), including openings and space between rails. Reactions due to this loading are not required to be superimposed with loadings specified for top rail. C. Fabrication, Railings: Fabricate to comply with requirements indicated for design, dimensions, details, finish, and member sizes, including wall thickness of tube, post spacings, and anchorage, but not less than that needed to withstand indicated loads and METAL FABRICATIONS (Filed Sub-Bid) 055000 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 deflection criteria. Indicate on shop drawings sizes of all members, gages and configurations of handrails, and guardrails. 1. Fabricate railings with welded connections. Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. a. Finish welds to comply with NOMMA's"Voluntary Joint Finish Standards"for Type 1 welds: no evidence of a welded joint. 2. Form changes in direction of railings as indicated on drawings,with radius bends of radius indicated. Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. 3. Close exposed ends of railing members with prefabricated end fittings. 4. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is 1/4 inch (6 mm) or less. 5. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings, and anchors for interconnecting components and for attaching to other work. Furnish inserts and other anchorage devices for connecting to concrete or masonry work. a. Connect posts to stair framing by direct welding unless otherwise indicated. 2.6 FINISHES- HOT-DIP GALVANIZING A. Surface preparation prior to galvanizing: Pickle steel prior to galvanizing in conformance with SSPC-SP8. Remove all rust,dirt,weld flux,weld spatter, and other foreign matter. B. Hot-Dip Galvanizing: For steel exposed to the elements, weather or corrosive environments and other steel indicated to be galvanized, provide coating for iron and steel fabrications applied by the hot-dip process. 1. Basis-of-Design: "Duncan Galvanizing, Everett, MA., product"Duragalv." 2. Comply with ASTM A 123 for fabricated products and ASTM A 153 for bolts, nuts, washers, and other rough hardware. Provide thickness of galvanizing specified in referenced standards. 3. Wherever possible, perform galvanizing after assembly of items. 4. Galvanized items shall be straightened to remove all warpage and distortion caused by the galvanization process. 5. Fill vent holes after galvanizing (if applicable), and grind smooth. 6. Touch-up all breaks on hot-dip surfaces caused by cutting,welding, drilling or undue abrasion with liquid zinc coating as specified herein above.Apply liquid zinc by brush or spray on all damaged areas in two coats to a total dry film thickness of not less than 3 mils. Apply first coat within two hours after damage to hot-dip film to prevent undue oxidation of exposed surface. On all welds remove weld spatter by power wire brushing or equivalent before applying liquid zinc coating. Repair material should extend at least 3 inches beyond all edges of the damaged galvanized area as possible to assure continuity of galvanic protection. 7. Touch-up of galvanized surfaces with aerosol spray, silver paint, bright paint, brite paint, or aluminum paints is not acceptable. METAL FABRICATIONS (Filed Sub-Bid) 055000 - 9 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 2.7 FINISHES-SHOP APPLIED COATINGS A. Schedule: Shop applied coatings as indicated on Drawings, and as additionally specified and scheduled in this Section. B. For non-galvanized steel surfaces: 1. Surface preparation prior to priming: Thoroughly clean all steel of all loose mill scale by power wire brushing or sandblasting. Remove all rust, dirt, weld flux, weld spatter, and other foreign matter by wire-brushing or scraping (power wire-brushing, if necessary). Grind smooth any sharp projections. 2. Shop apply specified primers thoroughly and evenly on the surfaces and worked into the joints and other open areas on the surfaces. Surfaces inaccessible after assembly shall be given two coats. Dry film thickness of primer shall be not less than 2.4 mils per coat. C. For hot-dipped galvanized steel items scheduled for shop applied coating: 1. Touch-up all breaks on hot-dip surfaces caused by cutting,welding, drilling or undue abrasion with liquid zinc coating as specified above under the Article entitled"Hot Dip Galvanizing", herein above. 2. Finish: Provide factory-applied architectural coating over hot-dip galvanized steel matching approved samples. a. Basis-of-Design: Duncan Galvanizing, Everett, MA., product"Colorgaly 10". b. Primer coat shall be factory-applied. Apply primer within 12 hours after galvanizing and within 3 hours of surface preparation at the same facility where the galvanizing is done in a controlled environment meeting applicable environmental regulations and as recommended by the primer coating manufacturer. Primer must meet or exceed the criteria for the following categories as stipulated by the coatings manufacturer: 1) Abrasion Resistance:ASTM D4060 (CS17 Wheel, 1,000 grams load) 1 k load, 200 mg loss. 2) Adhesion:ASTM D4541, 1050 psi. 3) Corrosion Weathering:ASTM D5894, 13 cycles, 4,368 hours; rating 10 per ASTM D714 for blistering and rating 7 per ASTM D610 for rusting. 4) Direct Impact Resistance:ASTM D2794, 160 in. lbs. 5) Flexibility: Method:ASTM D522, 180 degree bend, 1 inch mandrel, passes. 6) Pencil Hardness:ASTM D3363, 3B. 7) Moisture Condensation Resistance:ASTM D4585, 100 degrees F, 2000 hours; passes, no cracking or delamination. 8) Dry Heat Resistance: Method:ASTM D2485, 250 degrees F. c. Finish coat shall be factory-applied high performance architectural finish.Apply finish coating at the galvanizer's plant, in a controlled environment meeting applicable environmental regulations and as recommended by the finish coating manufacturer. Finish must meet or exceed the criteria for the following categories as stipulated by the coatings manufacturer: 1) Abrasion Resistance:ASTM D 4060, CS17 Wheel, 1,000 cycles 1 k load, 87.1 mg loss. 2) Adhesion:ASTM D4541, 1050 psi. 3) .Direct Impact Resistance:ASTM D2794, greater than 28 in. pounds. 4) Indirect Impact Resistance:ASTM D2794, 12-14 in. pounds. 5) Dry Heat Resistance:ASTM D2485, 200 degrees F. METAL FABRICATIONS (Filed Sub-Bid) 05 50 00 - 10 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 6) Salt Fog Resistance:ASTM 6117 9,000 hours, rating 10 per ASTM D714 for blistering. 7) Flexibility:ASTM D522, 180 degree bend, 1/8 inch mandrel, passes. 8) Pencil Hardness:ASTM D3363, 2H. 9) Moisture Condensation Resistance: ASTM D4585, 100 degrees F, 1000 hours, no blistering or delamination. 10) Xenon Arc Test:ASTM D 4798, pass 300 hours. d. Coatings shall be certified VOC compliant and conform to applicable regulations and EPA standards. Apply the galvanizing, primer and coating within the same facility and provide single-source responsibility for galvanizing, priming and finish coating. Blast cleaning of the galvanized surface is not acceptable. 3. Engage the services of a galvanizing facility which will assume single-source responsibility for galvanizing and finish coating. a. Touch-up finish in conformance with manufacturer's recommendations. Provide touch-up such that repair is not visible from a distance of 6 feet. D. Field touch-up: Shall be the responsibility of the installing contractor and shall include the filling, and touch-up of exposed job made bolt or screw holes, refinishing of raw surfaces resulting from job fitting, repair of job inflicted scratches and marks, and final cleaning up of. the finished surfaces. 1. Touch-up finishes shall be fully compatible with, and exactly match shop applied finish, color, texture and sheen. PART 3-EXECUTION 3.1 ERECTION-GENERAL A. General:Accurately,set all work to established lines and elevations, and rigidly fasten in place with suitable attachments to the construction of the building.At the completion of the work, check all work, re-adjust as required, and leave in perfect condition. Grind all exposed to view welds smooth to the touch. B. Setting bearing and leveling plates: 1. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. 2. Set bearing and leveling plates on wedges, shims, or leveling nuts.After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout. a. Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, unless otherwise indicated. b. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. C. Miscellaneous framing and supports: Install framing and supports to comply with requirements of items being supported, including manufacturers'written instructions and additional requirements indicated on Shop Drawings. 1. Anchor supports for operable partitions, and similar products, securely to and rigidly braced to building structure. METAL FABRICATIONSFil - ed Sub Bid 05 50 00 - 11 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 3.2 FIELD WELDING A. Field weld components indicated on approved shop drawings in accordance with AWS D1.1.Weld profile, quality, and finish shall be consistent with approved samples and mock- ups. 1. Welds ground smooth: . For groove welds, the weld shall be made flush to the surfaces of each side and be within + 1/16°, -0"of plate thickness. 2. Contouring and blending of welds: Where fillet welds are indicated to be ground contoured, or blended,oversize welds as required; grind to provide a smooth transition and to match profile on approved mock-up . 3. Continuous Welds: Where noted on the drawings, provide continuous welds of a uniform size and profile. 4. Minimize Weld Show Through:At locations where welding on the far side of an exposed connection occurs, grind distortion and marking of the steel to a smooth profile with adjacent material. B. Immediately after welding, touch-up welds, burned areas and damaged surface coatings. 1. Thoroughly remove all spatter by power wire-brushing (or if inaccessible,wire brushing) per SSPC, surface preparation specification SP2 or SP3.Allow surface to cool to ambient temperature. Clean surface with solvent wipe to remove oils, grease and dirt in accordance with SSPC surface preparation specification SP1. 2. Apply one coat of liquid zinc to attain a minimum of 1.5 mils dry film thickness. Coating should extend at least two inches beyond either side of weldment to ensure complete coverage of welded area. 3.3 FIELD BOLTING A. Accurately drive all bolts into holes, protecting the bolt heads so as not to damage the thread during the driving. Ensure that bolt heads and nuts rest squarely against the metal. Where structural members have sloping flange faces, provide approved beveled washers at the bolted connections to afford square seating for bolt heads or nuts. Nick bolt threads for unfinished bolts to prevent the nuts from backing off. 1. Bolt Head Orientation: All bolt heads shall be oriented as indicated on the contract documents. Where bolt-head alignment is specified, the orientation shall be noted for each connection on the erection drawings. Where not noted, the bolt heads in a given connection shall be oriented to one side. B. Use an approved calibrated manual or power torque wrench to obtain the proper torque and tension as recommended by the bolt manufacturer for all ASTM A 325 bolts. 3.4 INSTALLATION OF RAILINGS A. Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated, or if not indicated, as required by design loading. Plumb posts in each direction. Secure posts and railing ends to building construction as follows: 1. Anchor posts in concrete by means of pipe sleeves providing at least 1/2 inch clearance around entire perimeter of post, preset and anchored into concrete.After posts have been inserted into sleeves, fill annular space between post and sleeve solid with nonmetallic, nonshrink grout, mixed and placed to comply with grout manufacturer's directions. a. For setting into colored concrete; hold grout back 1/2 inch from finish surface and fill void with Portland cement grout matching color and texture of adjacent surface. METAL FABRICATIONS (Filed Sub-Bid) 05 50 00 - 12 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 b. Leave anchorage joint exposed, wipe off surplus grout, and leave 1/8" build-up, sloped away from post. 2. Anchor posts to steel with steel flanges, angle type or floor type as required by conditions,welded to posts and bolted to steel supporting members. 3. Anchor rail ends into concrete and masonry with round steel flanges welded to rail ends and anchored into wall construction with lead expansion shields and bolts. 4. Anchor rail ends to steel with round flanges welded to rail ends and bolted to structural steel members, unless otherwise indicated. 5. Install removable railing sections where indicated in slip-fit metal sockets cast into concrete.Accurately locate sockets to match post spacing. B. Secure handrails to wall with wall brackets and end fittings. Provide bracket with not less than 1-1/2"clearance from inside face of handrail and finished wall surface. Locate brackets as indicated, or if not indicated, at spacing required to support structural loads. Secure rails to walls with wall brackets, wall return fittings and anchor plates, in a manner required to meet code requirements, and as follows: 1. Each bracket shall be fastened with not less than 2 bolts. 2. For concrete and solid masonry anchorage, use drilled-in expansion shield and either concealed hanger bolt or exposed lag bolt, as applicable. 3. For hollow masonry anchorage, use toggle bolts having square heads. 4. For steel framed gypsum board assemblies, fasten brackets directly to steel framing or concealed anchors to steel reinforcing plate, using bolts of size and type required to support structural loads. 5. For wood stud partitions, use lag bolts set into wood blocking or backing between studs. Coordinate with stud installations for accurate location of blocking or backing members. 3.5 TOUCH-UP A. Touch-up all welds, burned areas, scratches,abrasions, on galvanized metals, using specified liquid zinc coating. B. Touch-up all welds, scratches, abrasions, and other surface damaged on shop-primed or painted metals, using the same coatings as specified under shop applied finishes, herein above. End of Section �I METAL FABRICATIONS (Filed Sub-Bid) 05 50 00 - 13 I North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK METAL FABRICATIONS (Filed Sub-Bid) 05 50 00 - 14 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 06 1000 ROUGH CARPENTRY PART 1 -GENERAL 1.1 SUMMARY A. General:The work of this Section consists of rough carpentry as specified herein,where shown on the Drawings, and as additionally required for a complete and proper installation. B. Furnish and install the following: 1. Wall sheathing at bottom of exterior walls as indicated. 2. Wood sill plate at replacement bulkhead door assemblies. 3. Sill sealer at Bulkhead door assembly. 4. Copper termite shield. 5. Self-adhering rubberized membrane. 6. Various wood blockings, edgings, nailers, curbs, cants, grounds, furring, sheathing, framing members including wood preservative, as required for receipt of various finishes and surfacing materials, not described herein above. 7. Rough installation hardware, including bolts, screws, spikes, nails, clips, and connection assemblies, as needed for installation of the rough carpentry work. C. Under Alternate 1: Remove and replace all porch posts at front and side entry landings and replace with new posts including hot-dipped galvanized steel stirrup with anchorage at slab, fasteners at the top, and removal of existing materials to access fasteners. D. Coordinate work of this Section with the work of the various trades responsible for applying finish materials and other items to rough carpentry work. Furnish and install furring, blocking, and shims, and other usual items of normal rough carpentry work as required by the various trades for the proper completion of the project. 1. The applicable requirements specified in Part 1 -GENERAL and Part 3- EXECUTION of the individual specification sections furnishing materials to be installed under this Section, shall be included in and made a part of this Section. E. No attempt is made in this Section to list all elements of rough carpentry required on this project or 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. 1.2 RELATED REQUIREMENTS A. Section 01 23 00—ALTERNATES: Alternate Number 1 which includes removal and replacement of porch posts under this Section 06 10 00. B. Section 06 20 00- FINISH CARPENTRY: Cellular PVC exterior trim. C. Section 09 91 00- PAINTING:Applied primer and finish coatings to exposed to view rough carpentry work. 1.3 REFERENCES A. Comply with applicable requirements of the following standards and those others I referenced in this Section, under the provisi os of Section 0142 00- REFERENCES. Where i I ROUGH CARPENTRY 061000 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. APA-applicable grades and specifications. 2. APA PRB-108 Performance Standards and Policies for Structural-Use Panels.. 3. ASTM D 3201 -Test Method for Hygroscopic Properties of Fire-Retardant Wood. 4. AWPA Standards and references for preservative treated wood including Standards UC1, UC2, UC3A, UC3B, UC4A, and P5 5. AWPA M4—Care Of Preservative Treated Wood Products. 6. NER-643: ACQ Preserve®and ACQ Preserve Plus®Wood Preservative Treatment, ICBO Evaluation Service. 7. SPIB Grading Rules, current edition. 8. US. Department of Commerce Voluntary Product Standard PS1 for Construction and Industrial Plywood. 9. US. Department of Commerce Voluntary Product Standard PS2 for Wood-Based Structural-Use Panels. 10. US. Department of Commerce Voluntary Product Standard PS-20-American Softwood Lumber Standard. 11. U.S. Department of Commerce Simplified Practice Recommendation R-16, for sizes and use classifications of lumber 12. 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. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate the work of this Section with the respective trades responsible for locating anchorages installed into blocking which is provided under this Section. 2. 'Coordinate work of this Section with the work of the various trades responsible for applying finish materials and other items to rough carpentry work, and ensure that the work performed hereunder is acceptable to such trades for the installation of their work. 1.5 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Product Data: Manufacturer's product data sheets, specifications, performance data, physical properties and installation instructions for products specified herein. 2. Certifications: a. Written certification from the respective treatment plants indicating types of wood preservative treatment treatments method, applications instructions, and conformance to the requirements specified herein. 1) Provide report from ICC Evaluation Service on pressure preservative treated wood strength, corrosion, anti-fungi, and anti-insect properties. 1.6 QUALITY ASSURANCE A. General: Notify the Architect where conflicts apply between referenced standards and existing materials, and existing methods of construction. ROUGH CARPENTRY 061000 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1. All lumber shall: a. Be new, dressed four sides (S4S), clear and free from warping and other defects. b. Have a moisture content not exceeding 19 percent when delivered to the project. c. Be in accordance with the grading rules of the lumber manufacturer's association under whose jurisdiction the lumber is produced and bear the mark of grade and mill identification. B. Certifications: 1. Plywood: Conform to the requirements of Product Standard PS-1, and bear applicable APA grade trademarks. a. Plywood for electrical boards treated for retardance, meet Class I or a flame spread rating of 25 or less and bear U.L. label "Classified FRS". 1.7 DELIVERY, STORAGE AND HANDLING A. Delivery and Acceptance Requirements: B. Store all materials in an elevated dry location, protected by waterproof coverings. PART 2 -PRODUCTS 2.1 BOARD AND SHEET MATERIALS A. Framing Lumber: No. 2 Spruce/Pine/Fir(SPF), or No. 2 Southern Pine, Grade-stamped S- Dry or other surface dried wood species, Number 2 grade or better having a minimum bending stress Fb of 775 PSI (890 PSI repetitive) and modulus of elasticity E not less than 1100 KSI. B. Lumber for blocking, nailers and curbs as indicated or required: Hem-Fir, Douglas Fir, Eastern Spruce, Eastern Hemlock, or Southern Pine, surfaced dried stud or utility grade. Wood members shall be of sizes indicated on the Drawings or of the same size as the members being braced. 1. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. 2. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. C. Exterior porch posts and knee bracket: Douglas Fir 2& Better Appearance Grade, or Western Red Cedar"B Clear" kiln dried, per WWPA Grading Rules D. Plywood and sheet products: 1. Exterior wall sheathing:APA.RATED SHEATHING, 3/4 inch(19.1 mm)thick having a minimum span rating 48/24, 5 ply/5 layer plywood touch-sanded. a. Substitution with Oriented Strand Board (OSB) sheathing board is prohibited. 2.2 WOOD TREATMENTS A. Treated wood products shall be produced by a single treatment plant, fully licensed by the chemical manufacturers, and conforming to the requirements specified herein. 1. Toxicity and Environmental Quality: a. Products containing chromium will not be permitted. b. Products.containing arsenic will not be permitted. ROUGH CARPENTRY 061000 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2. Kiln dry all treated lumber and plywood to the following maximum moisture content after treatment. a. Lumber: 19 percent. b. Plywood 15 percent. c. Discard pieces with defects which might impair quality of work. 3. Quality marks: Each piece of lumber and plywood shall be permanently affixed with a quality mark, containing the following information: a. Identification of the inspection agency. b. Standard to which material was treated. c. Identification of the treating plant. d. Preservative treated wood shall include: Retention and end use for which product is suitable. B. Pressure preservative treated wood. Designated as"PT" 1. Chemical Manufacturer: Subject to compliance with the requirements specified herein, Products which may be incorporated in the work include: a. Osmose, Inc., Griffin GA., product"NatureWood". b. Universal Forest Products, Inc., Grand Rapids MI., product"ProWood ACQ". c. Viance, LLC., Charlotte, NC., product"Preserve" 2. Treatment:Ammoniacal Copper Quaternary Compound (ACQ), arsenic-free and chromium-free chemical"ACQ Preservative"in accordance with AWPA Standards. Apply the preservative in a closed cylinder by pressure process in accordance with AWPA Standard C15. a. Minimum preservative retention for floor plates, framing, lumber and plywood above ground use: 0.25 pounds per cubic foot(4.0 kg/M3) of ACQ chemical, in accordance with AWPA UC1, UC2, UC3A, and UC313, or NER-643 as appropriate. b. Minimum preservative retention for framing, lumber and plywood in contact with water, ground, concrete and masonry: 0.40 pounds per cubic foot(6.4 kg/m3)of ACQ chemical, in accordance with AWPA UC4A, UC4B, UC4C, or NER-643 as appropriate. c. Minimum preservative retention for lumber and plywood in permanent wood foundations: 0.60 pounds per cubic foot(9.6 kg/m3) of ACQ chemical, in accordance with AWPA UC46, or NER-643. 3. Fixation of Chemical:Treated wood shall not be shipped from treatment plant until fixation of the preservative has occurred in the wood. 4. Pressure preservative treat all concealed or exposed-to-view: a. Lumber and plywood which comes in contact with concrete, masonry, or earth. b. Lumber and plywood nailers, blocking and curbing directly related to roofing, and flashing. 2.3 METAL FRAMING ANCHORS A. General: Provide framing anchors made from metal indicated, of structural capacity, type, and size indicated, and as follows: 1. Research/Evaluation Reports: Provide products acceptable to authorities having jurisdiction and for which model code research/evaluation reports exist that show compliance of metal framing anchors, for application indicated, with building code in effect for Project. ROUGH CARPENTRY 061000 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead.Repairs, 200-1 Project# 196034 2. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. B. Galvanized Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation. 2.4 TERMITE SHIELD A. Fabricate termite shield to profile indicated on Drawings, having seamed edges. Fabricate from cold-rolled sheet Natural "red:"copper conforming to ASTM B 370, having a minimum weight of 20 ounces per square foot. 1. Fabricate in accordance with SMACNA-Architectural Sheet Metal Manual 7th Edition, and Revere Copper Products, Inc., Rome NY. - Copper and Common Sense, 8th edition. 2.5 ACCESSORIES A. Self-adhering rubberized membrane: Flexible self-sealing, self-healing, fully adhering composite flexible flashing, 0.8 mm (32 mils)of self adhesive rubberized asphalt integrally bonded to 0.2 mm(8 mils)of cross-laminated, high-density polyethylene film to provide a minimum. 1 mm (40 mil)thick membrane. Membrane shall be interleaved with silicone- coated release paper until installed. Provide with manufacturer recommended surface conditioners and termination mastics. 1. Acceptable products include the following or approved equal: a. W.R. Grace, product: Perm-A-Barrier flashing. b. Carlisle Waterproofing, product: CCW-705. c. Pecora Corporation, product Duramen 700. B. Sill sealer: Compressible polystyrene strip, minimum %inch thick by width of framing. Acceptable products include the following, or approved equal. 1. Amoco Foam, Products Company,Atlanta GA. Product"Amofoam Sill Sealer". 2. Dow Chemical Corp., Midland MI., product"Styrofoam Sill Seal" 3. Pactiv Building Products, Lake Forest IL. product"GreenGuard Sill Sealer" C. Adhesives: 1. General: Provide adhesives approved which are Low-VOC or non-VOC, non-flammable,water-proof after cured, odor free, . 2. Adhesive for lamination and fabrication of wood and plywood items: Exterior adhesives containing no urea formaldehydes, having a VOC limit of 70 /L. Y 9 9 3. Adhesive for subfloors and underlayment: High strength, waterproof and non-freezing adhesive complying with AFG-01 "Frozen Lumber Test"and ASTM 3498, and having a VOC limit of 50 g/L. D. Grout for settingstirrup anchors into concrete: Read mixed, non-metallic high-strength p Y controlled expansion grout of flowable consistency, conforming to ASTM C 1107 with minimum compressive strength of 8,000 pounds per square inch (55.2 MPa)at 28 days. 1. Products which may be considered as equal include the following,or approved equal: a. Five Star Products, Inc., Fairfield CT, product"Five Star Grout." b. L&M Construction Chemicals, Omaha NE, Product: "Crystex." ROUGH CARPENTRY 061000 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 c. BASF Construction Chemicals, Cleveland, OH., product"Masterflow 713". d. Sika Corporation, Lyndhurst, NJ., product"SikaGrout 212". e. ChemMasters, Madison, OH., product"Conset". E. Nails(interior and exterior): Galvanized common nails, of size and type to suit application and as required by state and local building codes. F. Screws: 1. Screws for interior applications: Flat head electroplated-galvanized wood screws of the appropriate sizes. 2. Screws for exterior applications: a. For ACQ pressure preservative treated wood: Flat head type 304 or 316 stainless steel only, wood screws, of the appropriate sizes.Aluminum, galvanized steel, and coated metal fasteners are prohibited. b. For general application (non-pressure preservative treated wood): Flat head hard aluminum, or stainless steel, wood screws, of the appropriate sizes. G. Anchor bolts, expansion bolts and lag screws: Hot-dipped galvanized steel, of the following types: 1. For lumber having actual thickness of 1-1/2 inches or greater to masonry and concrete:Anchor bolts or expansion bolts, as most applicable for the specific receiving surface material, 3/8-inch minimum diameter, spaced as shown on drawings, and staggered as far as practicable. Countersink all bolt heads, and provide head washers of matching material. 2. For lumber having actual thickness of greater than 7/8-inch but less than 1-1/2 inches to masonry and concrete:Anchor bolts or expansion bolts, as most applicable for the specific receiving surface material, at least 1/4-inch diameter of the most appropriate lengths for the specific application, spaced as shown, and staggered as far as practicable. Countersink all bolt heads, and provide head washers of matching material. 3. For lumber having actual thickness of 7/8-inch and less:Anchor bolts or expansion bolts, at least 1/4-inch in diameter; or screws, of the most appropriate sizes; in lengths most suitable for the specific application, countersunk, spaced, and staggered. PART 3-EXECUTION 3.1 PREPARATION A. All materials shall be inspected before use,with all checked, split and otherwise deficient stock rejected, or used only for miscellaneous blocking,furring or other incidental use. The Contractor shall be responsible for replacing all lumber which, due to warpage,twist, splitting, or checking, results in unsatisfactory work. Such replacement shall be required at any time,whether before or after application of finish material under other Sections. 3.2 INSTALLATION-GENERAL A. Closely coordinate the installation of the rough carpentry work with the work of other trades responsible for the installation of interfacing or overlaying materials, so as not to delay the work of the related trades. B. Erect all rough carpentry work plumb, level, and true with tight, close fitting joints, securely attached and braced to surrounding construction, all in a first class workmanlike manner. Counterbore for bolt heads, nuts, and washers where required to avoid interference with ROUGH CARPENTRY 061000 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 other materials. Bear complete responsibility for structural integrity, connections, and anchorage of all rough carpentry work. C. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. D. Use as long lengths as practicable for wood nailers, blockings, and curbs, to minimize number of joints, and attach the members with the types, and spacing, of fasteners specified herein. E. Install blocking, grounds and furring, as required for proper attachment of the work of other trades, in accordance with the requirements provided by the respective related trades. 1. Spacing for furring and strapping shall not exceed 16 inches on center. F. Field cuts of ACQ pressure-treated lumber:Apply solution of copper naphthenate containing a minimum of 2 percent metallic copper in-solution, in accordance with AWPA standard M4. Brush liberally all cuts and holes. G. Install concealed from view plywood with specified fasteners spaced not more than 10 inches on centers. H. Sill sealer: Install as recommended by manufacturer beneath sills with corrugated side facing down and ends butted. 3.3 FRAMING A. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. B. Place horizontal.members flat, crown side up. C. Construct framing and curb members full length without splices. D. Double members at openings over 24 inches wide. Space jack studs over and under opening to stud spacing. E. Construct double joint headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joints. F. Bridge joists which span in excess of 8 feet; fit bridging at midspan of joists. Provide solid blocking between framing which vertically spans in excess of 10 feet. G. Curb roof openings, except where prefabricated curbs are provided. Form corners by alternating lapping side members. Coordinate curb installation with installation of interfacing work of other Sections. 3.4 INSTALLATION-WALL SHEATHING A. Install wall sheathing, in accordance with APA construction standards and Massachusetts State Building Code, using hot-dipped galvanized or stainless steel Number 8 screws or 8d ring shank nails, spaced 6 inches on centers around panel edges, and 12 inches on centers at intermediate supports. B. Secure sheathing with long dimension either perpendicular to wall studs with ends over firm bearing. Stagger end joints with existing sheathing where possible. (Do not align end joints with joints in existing sheathing). ROUGH CARPENTRY 061000 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3.5 TOLERANCES A. Framing members: Maximum deviation more than 1/4 inch in 10 feet from true or plumb position. 3.6 CLEANING A. Daily clean work areas by sweeping and disposing of scraps and sawdust. 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 ROUGH CARPENTRY 061000 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project# 196034 Section 06 20 00 FINISH CARPENTRY PART 1 -GENERAL 1.1 GENERAL A. The 00.72.00 Conditions of the Contract and all sections of Division 01, General Requirements shall be part of this Section unless otherwise specifically excluded. 1.2 SUMMARY A. FURNISH and install: 1. Cellular PVC exterior trim. 2. Cellular PVC mounting blocks for utilities and through wall penetrations at fiber cement siding. B. Patch and repair in situ casings after removal of existing storm doors, by patching old fastener holes and minor defects. C. Install the following furnished by others under the referenced sections: 1. Fiberglass doors with frames, furnished under Section 08 16 16- FIBERGLASS ENTRY DOORS 2. Door hardware for fiberglass doors, furnished under Section 08 71 00—DOOR HARDWARE. 3. Existing downspouts removed and salvaged under Section 02 41 19—SELECTIVE DEMOLITION. D. No attempt is made in this Section to list all elements of finish carpentry required on this project or 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 REQUIREMENTS A. Section 02 41 19—SELECTIVE DEMOLITION: Removal of existing wood trim, aluminum siding, entry doors with related frames, and storm door assemblies. B. Section 06 10 00- ROUGH CARPENTRY:Wood blocking and sheathing. C. Section 07 46 33—PLASTIC SIDING: Polypropylene siding. D. Section 07 92 00-JOINT SEALANTS: Sealant and backing materials, for joints between casework, countertops and abutting surfaces. E. Section 08 16.16- FIBERGLASS ENTRY DOORS. F. Section 08 16 66-ALUMINUM SCREEN DOORS AND FRAMES: Furnishing and Installing new aluminum screen doors with frames. G. Section 08 71 00—DOOR HARDWARE. H. Section 09 91 00—PAINTING:.Finish painting for work of this Section. FINISH CARPENTRY 062000 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.4 REFERENCES A. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 0142 00- REFERENCES.Where these standards conflict with other specified requirements,the most restrictive requirements shall govern. 1. APA-applicable grades and specifications. 2. ASTM D638—Tensile Properties of Plastic. 3. ASTM D695—Compressive Strength of Rigid Plastics. 4. ASTM D790—Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 5. ASTM E84—Surface Burning Characteristics of Building Materials. 6. PS-1 -Construction and Industrial Plywood. 7. PS-20-American Softwood Lumber Standard. 8. SPIB Grading Rules, current edition. 9. U.S. Department of Commerce Simplified Practice Recommendation R-16,for sizes and use classifications 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. B. Inclusionary References: The following reference materials are hereby made a part of this Section by reference thereto: 1. AWI/AWMAC/WI joint publication:Architectural Woodwork Standards, 2"d,Edition, as amended by published errata. C. Definitions: 1. AWL American Woodwork Institute 2. AWMAC:Architectural Woodwork Manufacturers Association of Canada,Alberta, Canada 3. WI: Woodwork Institute. 1.5 SUBMITTALS A. Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Literature: Manufacturer's product data sheets, specifications, performance data, installation instructions for hardware, adhesives and accessories furnished hereunder. 2. Certification: 3. Shop drawings: a. Large scale design details, minimum 1-1/2 inch to one foot scale, showing profiles,jointing and fastening methods; and complete installation details. b. Provide full scale drawings of wood trim elements required to match existing, showing all profiles and dimensions. c. Provide shop drawings bearing dimensions of actual measurements taken at the project. 4. Samples: Provide samples as requested by Architect for selection of colors and finishes. FINISH CARPENTRY 062000 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.6 QUALITY ASSURANCE A. Quality Standards:All materials, workmanship and finishes shall meet AWI/AWMAC/WI Architectural Woodwork Standards, 2"d Edition, as amended by published errata, for the following Quality Grades: 1. All work to receive field-applied painted (opaque)finishes: Architectural Woodwork Standards, Custom Grade. 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. 1.7 DELIVERY STORAGE AND HANDLING 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 thereto, 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 percent. 1.8 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with the respective trades responsible for installing interfacing work, and ensure that the work performed hereunder is acceptable to such trades for the installation of their work. PART 2—PRODUCTS 2.1 SYNTHETIC WOOD TRIM A. Cellular PVC Trim, in profiles indicated on Drawings. 1. Expanded rigid:poly vinyl chloride with a small-cell microstructure, in profiles indicated; and complying with the following: a. Density: Minimum of 0.50 g/cc per ASTM D792. b. Water absorption: Less than 1 per cent per ASTM D570. c. Hardness:At least 50 per ASTM D2240 (Shore D). d. Flexural strength:At least 3,300 psi per ASTM D790. e. Tensile strength: At least 2,200 psi per ASTM D638. 2. Acceptable manufacturers include the following, or approved equal.: a. New England Specialty Lumber Inc, W. Springfield MA, product: "Nets-Tek 600". b. Vycom Corporation, Moosic PA, product: "Azek". c. CertainTeed Corp.,Valley Forge, PA, product"Restoration Millwork". d. Jen-Weld Corporation, Dubuque, 10., product"Miratec." e. Wolfpac Technologies, Inc.,Aliquippa, PA, product: "Versatex". f. Fypon, LLC., Maumee OH., product"Cellular PVC Trim". g. PVC Sheets and Trim: "Celtec550" as distributed by New England Lumber Specialties, Inc.,West Springfield, MA. FINISH CARPENTRY 062000 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2.2 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 finish nails, except as otherwise 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. 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. E. Provide cellular PVC trim adhesive at joints as recommended by the trim manufacturer. F. Paint for back-priming: 1. Products which may be considered as equal include the following, or approved equal: a. California: "Wipe-Out 100%Acrylic Latex Stain Block", NO 52500. b. Glidden: Wall and Woodwork Primer Sealer, NO 1020. c. Moore: "Alkyd Enamel Underbody", NO. 217. d. Pittsburgh: "Speedhide Alkyd Interior Quick-Drying Enamel Undercoater", 6-6 Series. e. Sherwin-Williams: "Wall and Wood VOC Primer", B49 WZ2 Series. PART 3 -EXECUTION 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. 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. 3.3 INSTALLATION—GENERAL CARPENTRY REQUIREMENTS A. Install work in accordance with AWI/AWMAC/WI "Architectural Woodwork Standards for Custom quality grade, except that all standing and running trim joints shall be field mitered and fitted. B. Dress and sand woodwork until free from machine and tool marks, abrasions, raised grain, or other defects that will show through the finish on 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. FINISH CARPENTRY 062000 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 C. Make all joints tight, and form to conceal shrinkage. Glue all miters having a dimension of 4 inches or more from heel to point. Joints shall be glued tight and so formed as to conceal shrinkage. Cope trim at returns and miter at corners to produce tight-fitting joints with full surface contact throughout.length of joint. D. Make a 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. E. Scribe and cut work to fit adjoining work closely. Refinish cut surfaces in prefinished items. F. All nails in interior finished work shall be blind nailed wherever possible. Nail trim with finish nails only, set using appropriate nailpunch 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. G. 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. H. Cover exposed edges of plywood shelving with 3/8 inch hardwood edging. Width of edging to match thickness of shelving. 3.4 INSTALLATION—CELLULAR PVC TRIM A. General: Install cellular PVC trim in strict accordance with manufacturer's written instructions. Review installation procedures with Architect. Prepare not less than 3 field sample installations, each minimum 10 foot length having varying profiles. Each sample shall be.reviewed by Architect for approval, prior to proceeding with installation. Perform modifications as requested and request review of work. Proceed with installation of trim only after receipt of Architect's acceptance. Approved installation may remain as part of the work. 1. Install using#8 trim screw stainless steel fasteners or other stainless steel fasteners designed for wood trim and wood siding. Fasteners should be long enough to penetrate wood blocking substrate a minimum of 1-1/4 inches. Do not use staples, brads, or wire nails for installation of cellular PVC trim. a. Nails fasteners should slightly penetrate the surface, take care when using pneumatic tools. b. Use 2 fasteners per every framing member for trimboard applications. Trimboards 12 inches or wider will require additional fasteners, locate not to exceed 8 inches on center. 2. Sheet 3/8 inch thick, and 1/2 inch thick cellular PVC is not to be ripped down and used as trim elements. 3. Provide scarfed joints where cellular PVC trim is joined. Glue all end to end cellular PVC trim joints using manufacturer's recommended adhesive. 4. Glue adhere, and mechanically fasten with screws trim elements to substrate using manufacturer's recommended adhesive. a. All trim are to have fasteners countersunk and plugged with PVC dowel plugs glued in place.All other fasteners shall be filled as recommended by the manufacturer. 3.5 INSTALLATION- DOORS AND HARDWARE A. Install doors in accordance with the manufacturer's recommendations,ANSI/SDI-100,ANSI A250.11, and the Door Hardware Institute recommendations. FINISH CARPENTRY 062000 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1. Install pre-hung fiberglass doors with associated frames, furnished under Section 08 16 16-FIBERGLASS ENTRY DOORS. 2. Install door hardware for fiberglass doors,furnished under Section 08 71 00—DOOR HARDWARE. 3. Re-install existing storm doors removed and salvaged under Section 02 41 19— SELECTIVE DEMOLITION. B. Install hardware in accordance with manufacturer's instructions and requirements of referenced organizations, and the requirements of Section 08 71 00- DOOR HARDWARE. 1. Use the templates provided by hardware item manufacturer. 2. Mount hardware units at heights indicated in the following applicable publications, except as specifically indicated or required to comply with the governing regulations. a. Conform to ANSI 117.1 for positioning requirements for the handicapped. b. "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute (DHI.) c. WDMA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors". 3. Installation of hardware shall comply with NFPA 80 and NFPA 101 requirements 4. Prefit hardware before finish is applied, remove and reinstall after finish is completed. Install hardware so that parts operate smoothly, close tightly and do not rattle. 5. Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. C. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene mastic sealant,forming tight seal between threshold and surface to which set. Securely and permanently anchor thresholds, using countersunk non-ferrous screws to match color of thresholds (stainless steel screws at aluminum thresholds). D. Tools for maintenance:All special tools packaged with hardware items shall be saved, tagged/identified as to product use, and turned over to the Owner upon completion of the Work. E. Clean adjacent surfaces soiled by hardware installation. F. Prior to Final Inspection make final check and adjustment of all hardware, clean operating items as necessary to restore proper function and finish of hardware. 3.6 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. B. Maximum variation for doors and frames: Maximum diagonal distortion 1/16 inch measured with straight edge, corner to corner. 3.7 ADJUSTING A. Adjust doors for smooth and balanced movement. 3.8 CLEANING A. Daily clean work areas by sweeping and disposing of scraps and sawdust. 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. FINISH CARPENTRY 062000 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 C. Remove protective material from pre-finished surfaces. 3.9 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 FINISH CARPENTRY i 062000 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK FINISH CARPENTRY 062000 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 07 21 00 THERMAL INSULATION PART 1 —GENERAL 1.1 SUMMARY A. Furnish and install the following: 1. Low pressure, low expansion polyurethane foamed-in-place insulation/air barrier sealant: applied to seal gaps, cracks, cavities and joints at perimeter of window frames, and penetrations in exterior walls. 1.2 RELATED REQUIREMENTS A. Section 02 41 19-SELECTIVE DEMOLITION. B. Section 06 10 OO- ROUGH CARPENTRY: Wood blocking, nailers. 1.3 REFERENCES A. Referenced Standards: Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENCES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ASTM C 203- Breaking Load and Flexural Properties of Block Type Thermal Insulation. 2. ASTM C 518 Thermal Transmission Properties by Means of the Heat Flow Meter. 3. ASTM C 578 Preformed Cellular Polystyrene Thermal Insulation. 4. ASTM D 1621 -Compressive Properties of Rigid Cellular Plastics. 5. ASTM E 136- Behavior of Materials in a Vertical Tube Furnace at 750°C. 6. ASTM E 84-Surface Burning Characteristics of Building Materials. 7. ASTM E 96-Water Vapor Transmission of Materials. 8. All applicable federal, state and municipal codes, laws and regulations for thermal insulation. B. Definitions: 1. The term "R-Value" referred to herein refers to the thermal resistance of the insulation alone and does not allow consideration of air spaces or other factors. 1.4 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Product Data: Manufacturer's product data sheets, specifications, performance data, physical properties for each item furnished hereunder. 1.5 QUALITY ASSURANCE A. General: Notify the Architect where conflicts apply between referenced standards and existing materials, and existing methods of construction. THERMAL INSULATION U ON 0721 00 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.6 DELIVERY, STORAGE AND HANDLING A. Delivery and Acceptance Requirements: 1. Do not deliver items to the site, until all specified submittals have been submitted to, and approved by, the Architect. 2. Deliver materials in original packages, containers or bundles bearing brand name and identification of manufacturer or supplier. B. Storage and Handling Requirements: 1. Store and handle materials following manufacturer's recommended procedures, and in accordance with material safety data sheets. 2. Protect materials from damage due to moisture, direct sunlight, excessive temperatures, surface contamination, corrosion and damage from construction operations and other causes. C. Damaged material: Remove any damaged or contaminated materials from job site immediately, including materials in packages containing water marks, or show evidence of mold. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. Fomo Products, Inc., Norton OH. 2. Dow Chemical Company, Midland, MI. 3. Premier industrial Supply, Phoenix AZ. 4. Convenience Products, Division of Clayton Corp., Fenton MO. 5. Henry Company, El Sequndo CA. 2.2 MATERIALS A. Foamed-in-place insulation for air barrier sealant: Low pressure polyurethane foam sealant. Acceptable products include the following or approved equal: 1. Fomo Products, Inc., product: "Handi Foam"or"Nandi-Seal". 2. Dow Chemical Company, product: "Great Stuff Pro". 3. Premier industrial Supply, product: "XtraFoam". 4. Convenience Products, Division of Clayton Corp., product: "Touch 'n Foam No Warp". 5. Henry Company, product: "NailTite NT-100". PART 3 -EXECUTION 3.1 EXAMINATION A. Verification of Conditions: Inspect all surfaces and verify that they are in proper condition to receive the work of this Section. 1. Beginning of installation means acceptance of existing substrate and project conditions. THERMAL INSULATION 0721 00 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3.2 INSTALLATION A. Foamed-in-place insulation/air barrier sealant:Apply insulation in method to a uniform monolithic density without voids, in accordance with manufacturer's instructions. 1. Apply application of foam for air barrier seal includes, but is not limited to: a. Door frames,window frames, and similar penetrations in exterior walls. b. Gaps, cracks, cavities and joints in the building envelope, not sealed with other forms ofair boots, including electrical boxes and conduit, ducts, fans, and piping. c. Where additionally indicated on Drawings. 3.3 CLEANING A. Clean work under provisions of Section 01 73 00—EXECUTION. B. Daily clean work areas by sweeping and disposing of debris, and scraps. End of Section THERMAL INSULATION 0721 00 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK THERMAL INSULATION 0721 00 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 SECTION 07 27 19 PLASTIC SHEET AIR BARRIERS PART 1 -GENERAL 1.1 SUMMARY A. Furnish and install: 1. Spunbonded nonwoven sheet air infiltration barrier system. a. Self-adhesive transitions to window and door units. 1.2 RELATED REQUIREMENTS A. Section 07 21 00-THERMAL INSULATION. B. Section 07 92 00-JOINT SEALANTS: Requirements for joint sealant and backing materials. 1.3 REFERENCES A. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENCES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ASTM E 96-Test Methods for Water Vapor Transmission of Materials. 2. ASTM E 154-Test Method for Water Vapor Retarders used in contact with Earth Under Concrete Slabs, on Walls or as Ground Cover. 3. ASTM D 1004-Test Method for Initial Tear Resistance of Plastic Film and Sheeting. 4. ASTM E-1677"Standard Specification for an air Retarder(AR) Material or System for Low-Rise Framed Building Walls". 5. ASTM D 1938-Test Method for Tear Propagation Resistance of Plastic Film and Thin Sheeting by a Single-Tear Method. 6. AATCC-127 "Hydrostatic Head Test". 1.4 SUBMITTALS A. Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Literature: Manufacturer's product data sheets, specifications, performance data, physical properties. a. Include certification of data indicating Volatile Organic Compound (VOC) content of all components of waterproofing system. 2. Manufacturer's application instructions including data for surface conditioners,joint and crack treatment and application temperature range. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver and store waterproofing materials in new, sealed, containers showing manufacturer's identification, year of production, net weight, date of packaging, and location of packaging. B. Store all materials in an elevated, dry location, protected by waterproof coverings. Following manufacturer's recommended storage procedures for humidity and temperature conditions, protect materials from freezing. 1. Protect primers, mastic and adhesives from high heat,flames or sparks. PLASTIC SHEETAIR BARRIERS 072719 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.6 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with the respective trades responsible for installing interfacing work, and ensure that the work performed hereunder is acceptable to such trades for the installation of their work. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: B. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering similar products are limited to the following: 1. DuPont Company, Wilmington, DE, product"Tyvek CommercialWrap". 2. Fiberweb, Inc., Old Hickory,TN, product: "Typar MetroWrap". 3. Pactiv Building Products,Atlanta, GA, product"GreenGuard MAX Building Wrap". 4. Raven Industries, Sioux Falls, SD, product: "Fortress Pro HL6W". 2.2 MATERIALS A. Air Infiltration Barrier: 1. Description: Sheet air infiltration barrier fabricated from spunbonded polyolefin, non- woven, non-perforated complying with the following performance characteristics: a. Thickness: 12.1 mils minimum. b. Weight: 2.7 oz/ydz minimum when tested in accordance with TAPPI T-410 or ASTM D 3776.. c. Tensile Strength: 30/30 lbs/inch minimum when tested in accordance with ASTM D 882, Method A. d. Tear Strength: 12/10 lbs minimum when tested in accordance with ASTM D 1117. e. Flame Spread and Smoke Developed Rating: Flame Spread <10, Smoke Developed <70 maximum, Class A when tested in accordance with ASTM E 84- 05. f. Water Vapor Transmission: 10 perms minimum when tested in accordance with ASTM E-96, Method B. g. Air Retarder: Type I when tested in accordance with ASTM E 1677. h. Air Permeance: Not to exceed 0.0047 cubic feet per minute per square foot under a pressure differential of 0.3 inches water(1.57 psf) (0.02 L/m2 @ 75 Pa.) when tested according to ASTM E 2178. i. Air Leakage: 0.04 at 25 mph (75 Pa)cfm/ft2 @ 75 Pa when tested in accordance with ASTM E 2357. j. Hydrostatic Pressure Resistance(Water Resistance): of 250 cm minimum when tested in accordance with AATCC-127. k. UV Resistance: 6 months minimum. PLASTIC SHEETAIR BARRIERS 072719 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2.3 ACCESSORIES A. Seam Tape: 3 inch (75 mm)wide tape as recommended or approved by the manufacturer including but not limited to the.following: 1. Typar Construction Tape. 2. Pactive GreenGuard Contractor Tape 3. DuPont Tyvek Tape. B. Fasteners: 1. No. 4 nails with a 1-inch (25 mm) plastic cap fasteners, or 1-inch plastic cap staples with leg length sufficient to achieve a minimum penetration of 1/2-inch into the wood stud. a. Tyvek®Wrap Caps, as distributed by DuPont or approved equal. C. Sealants: 1. Provide sealants to maintain watertight conditions as recommended by the air infiltration barrier manufacturer. a. One-part medium modulus, natural cure, synthetic sealant, having a useful life expectancy of at least 20 years, conforming to ASTM C 920, Type S, NS, Class 25, use NT, G,A, M, O with a minimum movement capability of±50 percent, equal to the following: 1) Dow Corning Corporation, Midland MI.; product, "791". 2) General Electric Company (GE Silicones)Waterford NY.; product, "Silpruf'. 3) Pecora Corporation, Harleysville PA.; product, "895". 4) Sika Corp, Lyndhurst NJ.; product, "Sika Sil-C 995". 5) Tremco, Beachwood OH.; product, °Spectrem 2". D. Adhesives:As recommended or approved by the manufacturer including but not limited to the following: 1. Liquid Nails®,Strongsville, OH, product"Heavy Duty Construction Adhesive LN-901". 2. Denso North America, Inc., Houston,TX, product"Denso Flashing Tape". 3. 3M Corporation, St. Paul, MN, product"High Strength Spray Adhesive 90". 4. Henkel North America; Rocky Hill, CT, product"Permagrip 107". 5. Henkel North America, Rocky Hill, CT, product"Macrospray SIA 680". 6. ITW TACC, Rockland, MD, product"STA'PUT SPH". E. Primers: Provide primer to assist in adhesion between substrate and flashing as recommended by the flashing manufacturer including but not limited to the following: 1. Denso North America, Inc., Houston, TX, product"Butyl Primer". F. Flashings- 1. lashings:1. Flexible membrane flashing materials for window openings and penetrations as recommended.by the air infiltration barrier manufacturer. a. Typar Flashing Flex, Typar Peel &Stick Flashing and Flashing RA as distributed by Fiberweb, Inc., or approved equal. b. DuPontTm FlexWrapTM, FlexWrapTm NF, as distributed by DuPont, or approved equal. 2. Straight flashing membrane materials for flashing windows and doors and sealing penetrations PLASTIC SHEETAIR BARRIERS 072719 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 a. DuPontT"" StraightFlash TM, StraightFlashTM VF, as distributed by DuPont or approved equal. 3. Through-wall flashing membrane materials for flashing at changes in direction or elevation (foundations) and at transitions between different assembly materials. a. DuPontTm Thru-Wall Surface Adhered Membrane with Integrated Drip Edge or approved equal. 4. Preformed three-dimensional shapes to complete the flashing system used in conjunction with through-wall flashing. a. Preformed Inside and Outside Corners and End Dams as distributed by DuPont: or approved equal. PART 3 -EXECUTION 3.1 EXAMINATION A. Inspect all surfaces and verify that they are in proper condition to receive the work of this Section. 1. Verify items which penetrate surfaces to receive waterproofing are rigidly installed. 2. Verify surfaces are free of cracks, depressions, waves, or projections which may be detrimental to successful installation. B. Do not apply air barrier to damp, frozen, dirty, dusty or surfaces unacceptable to manufacturer. C. Beginning of installation means acceptance of existing substrate and site conditions. 3.2 APPLICATION A. General: Perform the application of the sheet membrane air barrier system in strict accordance with the manufacturer's installation specifications, details, and recommendations, and as specified herein. B. Install air barrier membrane over exterior sheathing in using continuous lengths as practical. C. Flash and seal All window and door penetrations per manufacturer instructions. D. Seal joints and penetrations through weather resistive barrier with specified tape and fasteners prior to installation of finish material.Air infiltration barrier shall be air tight and free from holes, tears, and punctures. 3.3 PROTECTION A. Protect finished work under provisions of Section 01 50 00-TEMPORARY FACILITIES AND CONTROLS. B. Do not expose air barrier to sunlight for more than thirty days prior to enclosure. C. Protect installed air barrier from all deleterious environmental conditions, and damage from construction. Maintain warrantable product with respect to Manufacturer's requirements; maintain"as new condition" until covered. End of Section PLASTIC SHEET AIR BARRIERS 072719 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 07 46 33 PLASTIC SIDING PART 1 -GENERAL 1.1 SUMMARY A. Furnish and install the following: 1. Preformed vinyl siding. 2. Exterior vinyl finish trim and accessory components, matching siding. 1.2 RELATED REQUIREMENTS A. Section 06 10 00- ROUGH CARPENTRY:Wood blocking. B. Section 06 20.00—FINISH CARPENTRY:Cellular PVC Exterior Trim. C. Section 07 9200-JOINT SEALANTS. 1.3 REFERENCES A. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Document 01 00 00-SPECIAL PROVISIONS AND GENERAL REQUIREMENTS. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ASTM D 638-Tensile Properties of Plastics. 2. ASTM D 696-Coefficient of Linear Thermal Expansion of Plastics Between-30 Degrees C and 30 Degrees C. 3. ASTM D 790- Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 4. ASTM D 1435-Outdoor Weathering of Plastics. 5. ASTM D 1784- Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. 6. ASTM D 1929- Ignition Properties of Plastics. 7. ASTM D 2843- Density of Smoke from the Burning or Decomposition of Plastics. 8. ASTM D 3679- Rigid Poly(Vinyl Chloride) (PVC) Siding. 9. ASTM D 4226- Impact Resistance of PVC Building Products. 10. ASTM D 5206-Windload Resistance Test. 11. ASTM E 84-Surface Burning Characteristics of Building Materials. 12. ASTM E 119- Fire Tests of Building Construction and Materials. 1.4 PERFORMANCE REQUIREMENTS A. PVC Fire Resistance: Provide vinyl siding products that meet or exceed the following ratings: 1. Flame spread 25,fuel contribution 0, smoke density 330, per ASTM E 84. 2. Minimum self-ignition temperature of 824 degrees F, per ASTM D 1929. 3. Fire endurance classification of 1 hour, per ASTM E 119. PLASTIC SIDING 074633 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1.5 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Document 01 00 00-SPECIAL PROVISIONS AND GENERAL REQUIREMENTS 1. Literature: Manufacturer's product data sheets, specifications, performance data, installation instructions for siding and accessories furnished hereunder. 2. Shop drawings: Large scale design details, minimum 1-1/2 inch to one foot scale, jointing and fastening methods; and complete installation details. 3. Samples: Provide samples as requested by Architect for initial selection of colors and finishes. 1.6 QUALIFICATIONS A. Applicator,with a minimum of 3 years documented experience demonstrating previously successful work of the type specified herein, and approved by product manufacturer. 1.7 DELIVERY, STORAGE AND HANDLING A. Do not deliver items to the site, until all specified submittals have been submitted to, and approved by,the Architect. B. Deliver materials in original packages, containers or bundles bearing brand name, identification of manufacturer. C. Store materials under cover, and in manner to keep them dry, protected from surface contamination, dirt, and damage from construction traffic and other causes. 1.8 WARRANTY A. Furnish the following warranties under provisions of Document 01 00 00-SPECIAL PROVISIONS AND GENERAL REQUIREMENTS: 1. Provide manufacturer's limited lifetime, non-prorated and transferable warranty. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Basis of Design:To establish a standard of quality, design and function desired, Drawings and specifications have been based on Certain-Teed Corporation, Valley Forge, PA. B. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. CertainTeed Corporation, Valley Forge PA. 2. Wolverine Technologies, Livonia MI. 3. Royal Building Products, New Hyde Park, NY. 2.2 MATERIALS A. Polyvinyl Chloride: Provide siding materials made of PVC resin with cell classification of 13344-B, as defined by ASTM D 1784, meeting or exceeding the following properties: 1. Impact strength: 2.20 ft-lbs per inch at test temperature of 73 degrees F., and 1.30 ft- lbs per inch at test temperature of 32 degrees F, per ASTM D 4226. 2. Tensile strength: 7,344 psi. PLASTIC SIDING 074633 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 3. Flexural modulus of elasticity in tension: 455,750 psi. 4. Deflection temperature under load of 264 psi: 168 degrees F. 5. Coefficient of expansion: .000034 in/in/degree F. 6. Chemical resistance: Excellent. B. Vinyl Components: Provide products made of extruded polyvinyl chloride as specified in this section and manufactured to comply with requirements of ASTM D 3679. 1. Provide elongated nailing slots on nailing flanges to allow for movement. 2. Factory-notch ends of horizontal panels to form overlapping joints. 3. Provide products that meet weathering requirements of ASTM D 1435. C. Vinyl siding: Integrally colored, extruded polyvinyl chloride complying with ASTM D 3679, double board-clapboard profile, having 4 inch exposure, wood grain face, and low gloss finish equal to Certainteed product: "MainStreet Double 4 inch, wood-grain vinyl clapboard" series in manufacturer's standard colors as selected by the Architect and having the following characteristics. 1. Style: Double 4 inch clapboard profile. 2. Provide elongated nailing slots on nailing flanges for movement. 3. Factory-notch ends of horizontal panels to form overlapping joints. 4. Provide products that meet weathering requirements of ASTM D 1435. 5. Provide siding panels tested per ASTM D 5206 to withstand 55 psf negative wind pressure when installed with nails positioned at 16 inches on center. 6. Minimum Panel Thickness: 0.042 inches. 7. Nominal Butt Height: 9/16 inches,with post-formed locking system for secure installation. 8. Finish: Low-gloss,wood-grain texture. 9. Integral color: Trim components matching siding in color selected by Architect from manufacturer's full available range. 2.3 TRIM COMPONENTS A. General: Provide coordinating vinyl accessories for complete and proper installation, whether or not specifically shown on the drawings. B. Integral color: Trim components matching siding in color selected by Architect from manufacturer's full available range. 2.4 ACCESSORIES A. Fasteners: Manufacturer's standard corrosion resistant nail; size and strength to securely and rigidly retain siding, soffits and accessory components in place. PART 3-EXECUTION 3.1 EXAMINATION A. Verify adequacy of blocking and support sheathing for siding work. B. Beginning of installation means acceptance of existing substrate and site conditions. PLASTIC SIDING 074633 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3.2 INSTALLATION A. Install siding in accordance with manufacturer's instructions. Securely fasten in place, properly aligned level, and plumb. 1. Fabrication of component profile on site not permitted. 2. Ensure site cuttings or burred edges do not remain on finish surfaces. B. Nailing: Nail horizontal panels by placing nail in center of slot, at 16 inches on center. Drive nails straight, leaving 1/16 inch space between nail head and flange of panel. 1. Use concealed fasteners except where approved by the Architect. C. Allow space between both ends of siding panels and trim for thermal movement. Overlap horizontal panel ends one-half the width of factory pre-cut notches. D. Stagger lap joints in horizontal siding in uniform pattern as successive courses of siding are installed. E. Install J-channel and flashing to accommodate successive courses of vertical siding. Install wood shims at building corners to bring cut edges of vertical siding out to correct plane. 3.3 TOLERANCES A. Maximum variation for siding from true position of 1/8 inch in 8 feet for plumb and level. 3.4 CLEANING A. Upon completion of the work of this Section, remove tools, equipment and all rubbish and debris from the work area; leave area in raked condition. B. Wash down siding and trim with a solution of mild detergent in warm water, and rinse with clean water. Remove stains as recommended by siding manufacturer. End of Section PLASTIC SIDING 074633 -4 North Andover Housing A h ut orlty 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 07 46 46 FIBER CEMENT SIDING PART 1 -GENERAL 1.1 GENERAL A. The 00.72.00 Conditions of the Contract and all sections of Division 01, General Requirements shall be part of this Section unless otherwise specifically excluded. 1.2 SUMMARY A. Furnish and install: 1. Factory-primed and one finish paint coat, mineral fiber cement clapboard siding, mouldings and trim. 2. Rainscreen drainage mat system. B. Touch-up factory paint finish where damaged and paint over all exposed nail heads to match siding finish. 1.3 RELATED REQUIREMENTS A. Section 06 10 00- ROUGH CARPENTRY. B. Section 07 92 00-JOINT SEALANTS: Sealant, other than those specified herein. C. Section 09 91 00—PAINTING: Finish painting for work of this Section. 1.4 SUBMITTALS A. Submit the following under provisions of Section 01 33 00- SUBMITTAL PROCEDURES: 1. Literature: Manufacturer's product data sheets, specifications, performance data, installation instructions for hardware, adhesives and accessories furnished hereunder. 2. Selection Samples: mineral fiber cement siding color chain. 3. Verification Samples: 12 inch length pieces of specified mineral fiber cement siding and trim, in texture, and widths shown and specified herein. a. Provide samples in color(s) selected by Architect. 1.5 QUALITY ASSURANCE A. Discard lengths of material which are unsound, warped, bowed, twisted, improperly treated, 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. 1.6 FIELD SAMPLES A. Provide field sample panel for illustrating factory-applied finishes on mineral fiber cement clapboards. 1. Fabricate panel from 3/4 inch plywood; mount clapboard on one side and trim on two edges with 1 by 4 inch#2 common pine. 1.7 DELIVERY, STORAGE AND HANDLING A. Ship and handle all materials in a manner which will prevent damage; protect edges and corners from chipping. FIBER CEMENT SIDING 074646 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 B. Stack mineral fiber cement siding and trim on edge or lay flat on a smooth, level dry surface. Store sheets under cover and keep dry prior to installing. 1.8 WARRANTY A. Furnish the following warranties under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS: 1. Provide manufacturer's 50 year transferable limited materials warranty, covering mineral fiber board plank(clapboard)siding, providing coverage for: a. Damage in siding resulting from defects in material and fabrication. b. Cracking, rotting, or delamination. c. Damage from hail. 2. Provide manufacturer's 30 year transferable limited materials warranty, covering mineral fiber board plank shingle siding, providing coverage for: a. Damage in siding resulting from defects in material and fabrication. b. Cracking, rotting, or delamination. c. Damage from hail. 3. Provide manufacturer's 15 year transferable limited warranty covering factory prime and finish coatings, providing coverage for: a. Peeling, cracking and chipping of factory primed and painted finish. (Warranty does NOT include field applied top coat finish). 4. Provide manufacturer's 10 year transferable limited materials warranty, covering mineral fiber board trim, providing coverage for: a. Damage in siding resulting from defects in material and fabrication. b. Cracking, rotting, or delamination. c. Damage from hail. PART 2 -PRODUCTS 2.1 SYSTEM DESCRIPTION A. Performance Requirements: 1. Design system to accommodate, without damage to system, components or deterioration of seals; movement within system; movement between system and perimeter framing components; dynamic loading and release of loads; and deflection of structural support framing. 2. Design to accommodate vertical inter-story movement and provide an allowance for the following tolerances: a. Building floor slab live load differential deflection. b. Structural creep. c. Thermally induced expansion and contraction of framing members. d. Fabrication and erection tolerances. 2.2 MANUFACTURERS A. Basis of Design: To establish a standard of quality, design and function desired, Drawings and specifications have been based on James Hardie Building Products, Inc., Orlando, FL. FIBER CEMENT SIDING 074646 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 B. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. James Hardie Building Products, Inc., Orlando, FL. 2. Allura USA, Houston,TX. 3. Nichiha USA, Inc., Norcross, GA. 4. Cemboard, Fontana, CA. 2.3 SIDING A. Mineral fiber cement composition board siding: Cellulose fiber-reinforced cement plank siding with smooth surface texture simulating wood bevel siding, nominal 9-1/4 inches by 5/16 inch (having 8 inch exposure, unless otherwise indicated on the Drawings), factory primed and finished with acrylic paint. 1. Basis of Design: James Hardie Building Products, Inc., Orlando FL, product °Hardiplank Cedarmill" Lap Siding. a. Manufacturer and Products: Subject to compliance with the requirements specified herein, products which may be incorporated in the work include the following, or approved equal: 1) Hardie Building Products, Inc., Orlando FL, product"Hardiplank Cedarmill" Lap Siding 2) Allura USA, Houston, TX, product"Cedar Lap". 3) Nichiha USA, Inc., Norcross, GA, product"NichiBoard". 4) Cemboard, Fontana, CA. product"Cemplank Lap Siding". 2. Fiber cement composition board properties: a. ASTM Standard Specification C1186 Grade II, Type A. b. Weight: 2.3 pounds per square foot. c. Flexural strength: 1) Along direction of plank: 2300 psi (tested in accordance with ASTM C473). 2) Across plank: 2900 psi (tested in accordance with ASTM C473). d. Tensile strength: 1) Along direction of plank: 1600 psi. 2) Across plank: 1000 psi. 2.4 ACCESSORIES A. Rainscreen drainage mat: 1. Description: Three dimensional matrix in roll form fabricated from continuous nylon filaments fused at their intersections complying with the following characteristics: a. Material: Nylon 6 or polypropelene. b. Width: nominal 39 inches (991 mm). c. Uncompressed.Thickness: Nominal 0.264 inch (6.9 mm) minimum, to 0.44 inch (11 mm)thickness maximum. d. Weight: 7.2 ounces per square yard (966.4 g/m2) minimum. 2. Manufacturer and Products: Subject to compliance with the requirements specified herein, products which may be incorporated in the work include the following or approved equal: a. Benjamin Obdyke, Inc., Horsham, PA, product: "Home Slicker 10". FIBER CEMENT SIDING 074646 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 b. Keene Building Products, Mayfield Heights, OH., product"Driwall Rainscreen 020-1". c. Cosella-Dorken Products, Inc., Beamsville, Ontario, product"Delta-Dry". d. Stuc-O-Flex International, Inc., Redmond WA, product"WaterWay 11 mm Rainscreen Drainage Mat". B. Trim boards: Cellulose fiber-reinforced cement boards: 1. HardieTrim HZ10 custom thickness boards with smooth finish, 1-1/2 inches thick by nominal 12 foot length. 2. HardieTrim 5/4 boards with smooth finish, 1 inch thick by nominal 12 foot length. 3. HardieTrim 4/4 boards with smooth finish,% inch thick by nominal 12 foot length. C. Siding Fasteners : Hot-dipped galvanized or stainless steel siding nails, 0.091 inch shank with minimum 0.221 inch head, of sufficient length to penetrate into sheathing a minimum of 3/4 inch or full depth. D. Fasteners for metal framing: 1-5/8" No. 8-18 x 0.375" head self-drilling, corrosion resistant S-12 ribbed buglehead screws. 2.5 FACTORY FINISH A. Factory Finish: Provide manufacturer's factory applied universal primer and two coats applied color finish. Finish shall be compatible with acrylic paint. 1. Factory applied finish shall be applied in a climate controlled environment within the fiber cement manufacturer's own facility utilizing a multi-coat, heat cured finish in one manufacturing process. 2. Each finish color must have documented color match to delta E of 0.5 or better between product lines, manufacturing lots or production runs as measured by photospectrometer and verified by a third party. 3. Color(s): As selected by Architect from manufacturer's full range of colors. The Architect reserves the right to select up to two colors. PART 3 -EXECUTION 3.1 EXAMINATION A. Verify adequacy of sheathing, backing and support framing for all siding work. 3.2 INSTALLATION, GENERAL A. Install siding in strict accordance with Manufacturer's written instructions and as additionally specified herein. Install claddings to dry surfaces. B. Do not fasten mineral fiber cement boards to each other under any circumstance. C. Panel Cutting: 1. Cut panels using a high speed circular saw with a segmented diamond blade. 2. Cut panels from the front side and protect the face from being damaged during cutting. 3. For incidental cuts, cut panels from the front side using a jigsaw with a carbide tip blade. 4. Provide adequate ventilation during cutting. Use of a dust extractor is recommended. D. Drilling: FIBER CEMENT SIDING 074646 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1. Drilling of holes must be done from the front of the panel using a carbide tip drill bit. 2. Holes are recommended to be done using a universal drill. 3. Larger holes, or cut-outs on the panel, can be made by a jig saw with a carbide blade or a hole saw with a diamond blade. 3.3 INSTALLATION RAINSCREEN DRAINAGE MAT A. Install in accordance with manufacturer's recommendations and instructions over sheathing and air barrier. Apply trim as required to permit for thickness of rainscreen drainage mat which is nominally 3/8 inch. 1. Install rainscreen drainage mat by butting against window and door trim. 2. Wherever siding or cladding will be applied, roll out rainscreen with channels running vertically. Cover entire wall surface wherever siding materials will be installed. 3. Do not stretch rainscreen drainage mat. 4. Install rainscreen drainage mat so that it lies flat against the wall. 5. Butt edges of new rolls or new courses together. Do not overlap layers of rainscreen drainage mat. 6. Nail or staple rainscreen drainage mat every 3 square feet. 3.4 INSTALLATION—SIDING A. Starting: Install a minimum 1/4 inch (6 mm)thick lath starter strip at the bottom course of the wall. Apply planks horizontally with minimum 1-1/4 inches(32 mm)wide laps at the top. The bottom edge of the first plank overlaps the starter strip. B. Allow minimum vertical clearance between the edge of siding and any other material in strict accordance with the manufacturer's installation instructions. C. Align vertical joints of the planks over framing members. D. Maintain clearance between siding and adjacent finished grade. E. Locate splices at least one stud cavity away from window and door openings. F. Use off-stud.metal joiner in strict accordance with manufacturer's installation instructions. G. Wind Resistance: Where a specified level of wind resistance is required Hardieplank lap siding is installed to framing members and secured with fasteners described in Table No. 2 in National Evaluation Service Report No. NER-405 3.5 INSTALLATION, -TRIM, FASCIA AND MOULDINGS A. Install flashing around all wall openings. B. Fasten through trim into structural framing or code complying sheathing. Fasteners must penetrate minimum 3/4 inch or full thickness of sheathing. Additional fasteners may be required to ensure adequate security. C. Place fasteners no closer than 3/4 inch and no further than 2 inch from side edge of trim board and no closer than 1 inch from end. Fasten maximum 16 inch on center. D. Maintain clearance between trim and adjacent finished grade. E. Trim inside corner with single board. FIBER CEMENT SIDING 074646 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 F. Install single board of outside corner board then align second corner board to outside edge of first corner board. G. Allow 1/8 inch gap between trim and siding. Seal gap with high quality, paint-able caulk. H. Shim frieze board as required to align with corner trim. I. Install fascia over structural subfascia. 3.6 INCINDENTAL SITE FINISHING—TOUCH UP A. Carefully set exposed nails flush with siding. B. Final Painting shall be performed under requirements of Section 09 91 00—Painting. 3.7 TOLERANCES A. Maximum variation for siding from true position of 1/8 inch in 8 feet for plumb. 3.8 CLEANING A. Daily clean work areas by sweeping and disposing of scraps and sawdust. End of Section FIBER CEMENT SIDING 074646 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Section 07 92 00 JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. General: The work of this Section consists of sealants and backing materials where shown on the Drawings, as specified herein, and as required for a complete and proper installation. 1. This Section specifies general requirements, definition of joint sealer types, and application requirements for sealant work specified within other individual specification sections. B. Prepare sealant substrate surfaces, including removal of existing sealant and backing, and thorough cleaning of joints. C. Furnish and install sealant and backing materials. 1.2 RELATED REQUIREMENTS A. Section 07 46 33—PLASTIC SIDING: Preformed rigid polypropylene siding and related trim. B. Section.07 46 46—FIBER CEMENT SIDING: Preformed rigid polypropylene siding and related trim. 1.3 REFERENCES A. The standards referenced herein are included to establish recognized quality only. Equivalent quality and testing standards will be acceptable, subject to their timely submission, review and acceptance by the Architect. B. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENCES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ASTM C 717- Standard Terminology of Building Seals and Sealants. 2. ASTM C 790—Guide for Use of Latex Sealants 3. ASTM C 804- Use of Solvent-Release Type Sealants. 4. ASTM C 834-Latex Sealing Compounds. 5. ASTM C 919- Use of Sealants in Acoustical Applications. 6. ASTM C 920- Elastomeric Joint Sealants. 7. ASTM C 962- Use of Elastomeric Joint Sealants. 8. ASTM C 1193-Guide for Use of Joint Sealants. 9. ASTM D 1056- Flexible Cellular Materials- Sponge or Expanded Rubber. 10. ASTM D 3960-Standard Practice for Determining Volatile Organic Compound (VOC). Content of Paints and Related Coatings 11. FS TT-S-001 543A- Sealing Compound, Silicone Rubber Base. C. The following reference materials are hereby made a part of this Section by reference thereto: 1. SWRI—Sealant and Caulking Guide Specification. JOINT SEALANTS 079200 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.4 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Section 01 33 00- SUBMITTAL PROCEDURES: 1. Product Data:Manufacturer's product data sheets, specifications, performance data, chemical and physical properties and installation instructions for each item furnished hereunder. 2. Selection Samples: Sample card indicating Manufacturer's full range of colors available for selection by Architect. 3. Verification Samples: 12 inch long samples of sealant for verification of color, installed where directed by Architect. 4. Certificates: Manufacturer's certification that the Products supplied meet or exceed specified requirements. 5. Test and Evaluation Reports: a. Compatibility and adhesion test reports: Test reports from sealant manufacturer indicating that sealant proposed for use have been tested for compatibility and adhesion with actual samples of substrates to be used on this project. Include sealant manufacturer's interpretation of test results, and recommendations for primers and substrate preparation specific to this Project. 6. Sustainable Design Submittals: a. Include certification of data indicating Volatile Organic Compound (VOC)content of all joint sealants. B. Closeout Submittals: Submit the following under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. 1. Bonds and Warranty Documentation: Manufacturer's standard Warranties and Guarantees. 1.5 QUALITY ASSURANCE A. General: Notify the Architect where conflicts apply between referenced standards and existing materials, and existing methods of construction. B. Sole Source: Provide sealants from a single manufacturer for all work of this Section to the greatest extent possible. Each individual type of sealant installed in the Work shall be from a single manufacturer. C. Qualifications: 1. Installer/Applicator: Minimum of 3 years documented experience demonstrating previously successful work of the type specified herein. D. Sustainability Standards: 1.6 DELIVERY, STORAGE AND HANDLING A. Each container and package must bear an unbroken seal, test number and label of the manufacturer upon delivery to the site. Failure to comply with these requirements shall be sufficient cause for rejection of the material in question, by the Architect and his requiring its removal from the site. New material conforming to said requirements, shall be promptly furnished at no additional cost to the Contract. 1.7 SITE CONDITIONS A. Do not install single component solvent curing sealant in enclosed building spaces. JOINT SEALANTS 079200 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200=1 Project# 196034 B. Environmental Requirements: Maintain temperature and humidity recommended by the sealant manufacturer during and 24 hours after installation. Do not proceed with installation of joint sealers under the following conditions: 1. When ambient and substrate temperature conditions are below 40 degrees F. 2. When joint substrates are wet due to rain, frost, condensation, or other causes. C. Do not proceed with installation of joint sealers until contaminates capable of interfering with their adhesion are removed from substrates. 1.8 WARRANTY A. Provide 5 year warranty under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. Warranty shall include coverage of installed sealant and accessories which fail to achieve air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Specified Manufacturers and Products: To establish a standard of quality, design and function desired, Drawings and specifications have been based on the products specified under this section for each individual sealant type, for the applications scheduled at the end of Section, and as may be additionally identified on the Drawings. B. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. BASF Construction Chemicals (Sonneborn), Shakopee MN. 2. Dow Corning Corporation, Midland MI. 3. Gloucester Company, Inc., Franklin MA. 4. Momentive Performance.Materials(GE Silicones), Waterford NY. 5. Pecora Corporation, Harleysville PA. 6. Sika Corp, Lyndhurst NJ. 7. Tremco, Inc., Beachwood OH. 8. United States Gypsum Company(USG), Chicago IL. 2.2 SEALANT MATERIALS A. Joint Sealer Type AT(Acrylic Terpolymer, Interior construction): One-part low modulus, acrylic terpolymer sealant, having a useful life expectancy of at least 20 years, conforming to FS-TT-S00230, equal to the following: 1. BASF (Sonneborn), product"Sonac". 2. Tremco, product"Mono 555". 3. Pecora, product Unicrylic. B. Joint Sealer Type SC (Silicone, general construction): One-part medium modulus, natural cure, synthetic sealant, having a useful life expectancy of at least 20 years, conforming to ASTM C 920, Type S, NS, Class 25, use NT, G,A, M, 0 with a minimum movement capability of±50 percent, equal to the following: 1. Dow Corning, product, "791". 2. GE Silicones, product, "Silpruf'. JOINT SEALANTS 079200 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 3. Pecora, product,"895". 4. Sika, product, "Sika Sil-C 995". 5. Tremco, product, "Spectrem 2". 2.3 ACCESSORIES A. Compressible joint bead back-up: Compressible closed cell polyethylene, extruded polyolefin or polyurethane foam rod complying with ASTM C 1330, Type C, 1/3 greater in diameter than width of joint. 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. 1. Construction Foam Products(Division of Nomaco, Inc.), Zebulon, NC, product"HBR Closed Cell". 2. Industrial Thermo Polymers Ltd., Brampton, Ontario CN, product"ITP Standard Backer Rod". 3. BASF Construction Chemicals (Sonneborn), Shakopee MN, product"Sonolastic Closed Cell Backer Rod". 4. W.R. Meadows Inc., Hampshire, IL, product"Sealtight Kool-Rod". 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. PART 3-EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance. B. Inspect existing joints to be renovated. 1. Verify joint sealants, backing, and other materials containing PCBs and other hazardous materials have been removed. 2. Verify joint substrates and adjoining materials are structurally sound. 3. Verify joints to be renovated can be satisfactorily repaired with specified methods and materials. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. General: 1. Weather conditions must be dry and of the temperature, as recommended by sealant manufacturer, during application operations. 2. Surface receiving work of this section must be absolutely dry and dust free.All joints receiving sealant/caulking materials and primers shall be subject to the approval of the sealant manufacturer for proper use of specified materials. JOINT SEALANTS 079200 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 B. Thoroughly clean all joints, removing all loose mortar, oil, grease, dust,frost, and other foreign materials that will prevent proper adhesion of primers and sealant materials. 1. Clean ferrous metals of all rust and coatings by wire brush, grinding or sandblasting. Remove oil, grease and protective coatings with cleaners recommended by sealant manufacturer. 2. Where sealant is indicated to replace existing,thoroughly remove existing sealant and backing, scrape and clean surfaces. Renovate sealant joints in accordance with manufacturer's instructions and reviewed shop drawings. Remove all existing sealant residue from joint surfaces using chemical cleaners and solvents which are acceptable to sealant manufacturer. C. Prime joint substrates,as recommended in writing by joint-sealant manufacturer,as based on preconstruction joint-sealant-substrate tests or as based upon prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. D. Verify that joint backing and release tapes are compatible with sealant. E. Perform preparation in accordance with ASTM C 804 and C 790 for solvent and latex base solvents, respectively. 3.3 PREPARATION FOR REPLACEMENT OF EXISTING SEALANT A. Remove existing joint sealants and backing as shown on drawings and identified during pre-installation conference and inspection (Article 3.1 herein above). Do not remove silicone joints to be recapped and joints to be covered with silicone seals. B. Cut existing sealant close to joint edges. C. Clean joint with power or hand wire brush, grinding, saw cutting, or solvent cleaning to depth at which replacement backing and sealant are to be installed. D. Blow out dust, loose particles, and debris with moisture and oil-free compressed air. Remove any pieces of caulk and backer rod lodged in joint. E. Repair deteriorated or damaged substrates as recommended by sealant manufacturer to provide suitable substrate for new sealant.Allow patching materials to fully cure. 3.4 INSTALLATION A. General: Conform to SWRI requirements, and sealant manufacturer's written requirements for installation. B. Install joint bead back-up in all joints in excess of 5/8-inch depth, and joints that have no back-up therein, placing the joint bead in the joint in a manner that will assure a constant depth 1/8 inch greater than the sealant and caulking material depth tolerances. 1. Set beads into joints continuously, by slightly stretching during placement, to permit compression against sides of joint, without surface wrinkles or buckles. 2. Do not stretch back-up material into joints. C. Install bond breaker in joints where shown in the Drawings and wherever recommended by the sealant manufacturer to prevent bond of the sealant to surfaces where such bond might impair the Work. D. Apply masking tape or other precautions to prevent migration or spillage of materials onto adjoining surfaces. JOINT SEALANTS 079200 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 E. Apply urethane sealant and latex caulking materials into joints in accordance with manufacturer's instructions, using mechanical or power caulking gun equipped with nozzle of appropriate size,with sufficient pressure to completely fill the joints. 1. The depth of sealant and caulking materials shall be in accordance with manufacturer's recommendations for the specific joint function, but in no case exceed 1/2-inch in depth, nor less than 1/4-inch, regardless of the joint width. 2. Maintain the outer edge of the sealant and caulking materials,where side faces of joints are in the same plane, back 1/8-inch from the faces. 3. Apply sealant in continuous beads without open joints, voids or air pockets so as to provide a watertight and airtight seal for the entire joint length. 4. After placement of the sealant and caulking materials, concave-tool the surfaces to uniform density, using a water-wet tool. Do not use detergents or soapy water for the tooling operations. 5. Remove the temporary masking tape immediately after tooling, and before the sealant or caulking material has taken initial set. F. Take care not to block-off weep tubes or any through wall opening constructed to allow weeping of accumulated water. 3.5 CLEANING A. Clean all surfaces of adjacent surfaces which have been marked or soiled by the work of this Section, removing all excess sealant and caulking materials with solvents which will not damage the surfaces in any way. 3.6 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. 3.7 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"AT" and"SC":As selected by the Architect from manufacturer's standard colors. C. Exterior joints(Listed by primary building material abutting sealant joints): 1. Exterior Metal: Joint Condition Sealant Type a. Metal to metal: Sc 1. Exterior Fiber cement siding and trim: Joint Condition Sealant Type a. Fiber cement to Fiber cement: AT b. Fiber cement to Fiber cement(painted opaque AT finishes): c. Fiber cement to masonry: AT 2. Exterior PVC (windows and cellular PVC trim): JOINT SEALANTS 079200 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Joint Condition Sealant Type a. PVC to PVC: AT b. PVC to wood (painted opaque finishes): AT c. PVC to masonry: AT 3. Exterior vinyl siding and trim: Joint Condition Sealant Type a. Vinyl siding to abutting materials AT End of Section JOINT SEALANTS 079200 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK JOINT SEALANTS 079200 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 08 16 16 FIBERGLASS ENTRY DOORS PART 1 -GENERAL 1.1 GENERAL A. The 00.72.00 Conditions of the Contract and all sections of Division 01, General Requirements shall be part of this Section unless otherwise specifically excluded. 1.2 SUMMARY: A. Furnish for installation fiberglass doors for installation under Section 06 20 00- FINISH CARPENTRY: 1. Doors with laminated wood stiles and rails, polyurethane core, glass fiber reinforced polyester faces, and factory glazing where so indicated. 2. Wood door frames. B. Factory furnished and installed weatherstripping and gaskets for doors and frames furnished under this Section 08 16 16. 1.3 RELATED REQUIREMENTS A. Section 06 10 00- ROUGH CARPENTRY: Wood framing, blocking, and nailers. B. Section 06 20 00- FINISH CARPENTRY: 1. Casing and trim. 2. Installation of entry doors,frames and hardware. C. Section 08 16 63—ALUMINUM SCREEN AND STORM DOORS AND FRAMES: Furnishing and installing new aluminum storm doors with frames. D. Section 08 71 00- DOOR HARDWARE: Furnishing finish hardware, and installation templates for hardware cut-outs. 1.4 SUBMITTALS A. Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Literature: Manufacturer's product data sheets and specifications for all products provided. 2. Warranty: Provide sample copies of manufacturers'actual warranties for all materials to be furnished under this Section, clearly defining all terms, conditions, and time periods for the coverage thereof. 3. Shop drawings:A complete schedule of doors to be furnished hereunder, coordinated with the door schedule contained in the Contract Drawings. Large scale details of each type door and frame construction, indicating all materials, reinforcing, anchorage, and cut-outs for glazing in doors. 1.5 WARRANTY A. General: Submit warranties under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. B. Manufacturer Warranty: Provide manufacturer's warranty coverage for the following: 1. Doors: 5 year warranty from defects and delamination. FIBERGLASS ENTRY DOORS 081616 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2. Door frames: 5 year protection free from wood decay,termite damage, and water saturation. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Specified manufacturer: To establish a level of quality and visual characteristics desired, Drawings and Specifications are based on Jeld-Wen Inc, Klamath Falls OR product: "Smooth Pro Fiberglass Glass Panel Exterior Door". 1. Jeld-Wen Inc., door pattern: "Top view Square Flush." a. Door frame: Jeld-Wen Inc., product"AuraLast Wood Frames" B. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. Jeld-Wen Inc, Klamath Falls OR. 2. Therma-Tru Doors, Maumee, OH 3. Masonite Corp., Tampa, FL. 2.2 GLASS FIBER DOORS A. General: Refer to the Drawings for design of doors, sidelight configurations, sizes, glazing cutouts in doors, and details. B. Door Description: 1. Thickness: 1-3/4 inches. 2. Stiles and rails: solid hardwood solid hardwood rail and stile reinforcement at door bottom rail and lockset rail. 3. Core filler: Polyurethane, foamed-in-place. 4. Face sheets: Glass fiber reinforced polyester faces bonded to stiles, rails, and core. 5. Glazing: Insulated glass panel matching existing doors. 6. Hardware reinforcing: Manufacturer's standard wood blocking. 7. Sill: 6-9/16 inches wide with thermal break. C. Wood Door frames, (non rated): Preservative treated white pine having kerfed back to prevent cupping. 1. General: Solid wood Frames, single rabbit, rabbeted from solid stock wood. Fabrication and assembly of frames shall be in accordance with AWS Section 6, Article 4.4.9 for Custom Grade. 2. Preservative treatment: Vacuum pressure applied and passing the following testing: a. AWPA E10-Standard Method of Testing Wood Preservatives,by Laboratory Soil- block Cultures. b. AWPA E1 —Standard Method for Laboratory Evaluation to Determine Resistance to Subterranean Termites. 2.3 GLAZING A. 7/8 inch thick insulated Low-E units, consisting of two thicknesses of 1/4 inch thick clear fully tempered glass, separated by a 3/8 inch hermetically sealed dehydrated sealed air space complying with ASTM E774 and IGCC certified Class CBA. FIBERGLASS ENTRY DOORS 081616 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 PART 3-EXECUTION 3.1 INSTALLATION A. Installation of fiberglass doors and frames, including all accessories and related items furnished hereunder, will be performed under Section 06 20 00- FINISH CARPENTRY. End of Section FIBERGLASS ENTRY DOORS 081616 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK FIBERGLASS ENTRY DOORS 081616 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 08 3123 BASEMENT BULKHEAD ACCESS DOORS PART 1 -GENERAL 1.1 SUMMARY A. Furnish and install replacement exterior bulkhead basement access steel doors with sidewalls designed for flat concrete foundation installation. 1. Provide extensions as may be required by field conditions. 1.2 RELATED REQUIREMENTS A. Section 03 01 37- REHABILITATION OF CAST-IN-PLACE CONCRETE 1.3 SUBMITTALS A. Information and Review Submittals: Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Product Data: Manufacturer's product data sheets, specifications and installation instructions. 2. Shop drawings: Large scale details of basement bulkhead access doors, indicating all sizes, gages and thickness; provide complete installation details, coordinated to the specific receiving conditions. 3. Verification samples: Paint finish. 1.4 DELIVERY,STORAGE AND HANDLING A. Do not deliver access doors to the site, until all specified submittals have been submitted to, and approved by, the Architect. B. Store access door units inside, under cover, and in manner to keep them dry, protected from surface contamination, corrosion and damage from construction traffic and other causes. 1.5 WARRANTY A. General: Submit warranties under provisions of Section 01 78 00- CLOSEOUT SUBMITTALS. 1. Manufacturer Warranty: In addition to the specific guarantee requirements of the GENERAL CONDITIONS and SUPPLEMENTAL GENERAL CONDITIONS,the Contractor shall obtain in the Owner's name the standard written manufacturer's guarantee of all materials furnished under this Section where such guarantees are offered in the manufacturer's published product data. All these guarantees shall be in addition to, and not in lieu of, other liabilities which the Contractor may have by law or other provisions of the Contract Documents. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: BASEMENT BULKHEAD ACCESS DOORS 0831 23 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1. Bilco Company, New Haven, CT. 2. The Gordon Corporation, Southington, CT. 3. Steelway Cellar Doors, King of Prussia PA. . 2.2 BASEMENT BULKHEAD DOORS A. General: Description: Factory prefabricated steel door unit with integral curb having a clear opening matching existing. 1. Features: a. Single piece header. b. Automatic hold open with safety catch. c. Manufacturer's optional exterior keyed lock d. Hot-dipped galvanized sills. e. Stainless Steel hinges 2. Frame, sides and door: 12 gage (0.093 inch thick)galvanized steel. 3. Hinge: Stainless steel hinge with stainless steel pin. 4. Lock: Furnish and install manufacturer's optional cylinder lock assembly permitting keyed locking from exterior. 2.3 FACTORY FINISHING A. Preparation; 1. Clean surfaces by shot blasting. Blast using a media that will result in a target 1.5— 2.5 mil surface profile. SSPC SP7 Brush Off Blast Cleaning Minimum. 2. Grinding of Surface Defects.Any remaining surface defects after shot blasting should be ground and the immediate area air blasted. 3. Apply finish coating manufacturer's recommended epoxy primer. B. Finish Coating: Shop-applied. Polyester Triglycidyl Isocyanurate(TGIC)coating powder coating epoxy coating complying with AAMA 2604, in smooth Semi-Gloss finish or approved equal. 1. Minimum Film Thickness, Finish Coat: 2.5-3.5 mils, dry film thickness. 2. Color:As selected by Architect from Manufacturer's standard colors PART 3-EXECUTION 3.1 EXAMINATION A. Inspect all surfaces and verify that they are in proper condition to receive the work of this Section.Verify that prepared openings are ready to receive the work of this Section and opening dimensions are as indicated on the shop drawings. Verify that all blocking is set in place and secure. B. Beginning of installation means acceptance of project conditions. 3.2 INSTALLATION A. Install access panels in accordance with manufacturer's instructions and direction from authorities having jurisdiction. Install miscellaneous specialties absolutely level and in true line, with units securely anchored to the surrounding construction. BASEMENT BULKHEAD ACCESS DOORS 083123 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 B. Test each bulkhead door and locking device, and make adjustments required to ensure a bind-free operation and proper latching. End of Section BASEMENT BULKHEAD ACCESS DOORS 0831 23 - 3 i North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK BASEMENT BULKHEAD ACCESS DOORS 0831 23 -4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 08 71 00 DOOR HARDWARE PART 1 -GENERAL 1.1 SUMMARY A. Purchase, packaging, delivery, unloading, and storage of door hardware,thresholds, weatherstripping, seals, and gaskets, as shown and scheduled on the drawings, as specified herein, and as required for a complete and proper installation. B. Preparation and furnishing complete hardware schedule and parts list to architect/engineer for review and acceptance. C. Furnishing templates for hardware reinforcing and cut-outs in doors and frames to respective manufacturers of doors and frames. 1.2 RELATED REQUIREMENTS A. Section 06 20 00- FINISH CARPENTRY: Installation of hardware furnished by this section 0871 00. B. Section 08 16 16- FIBERGLASS ENTRY DOORS. 1.3 REFERENCES A. Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENcES. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. ANSI/BHMA A 117.1 -Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. 2. ANSI/BHMA 156.1 - Butts and Hinges (grade 1). 3. ANSI/BHMA 156.2-Bored and Preassembled Locks and Latches(grade 1). 4. ANSI/BHMA 156.3- Exit Devices (grade 1). 5. ANSI/BHMA 156.4- Door Controls-closers. 6., ANSI/BHMA 156.5-Auxiliary Locks and Associated Products. 7. ANSI/BHMA 156.6-Architectural Door Trim. 8. ANSI/BHMA 156.7-Template Hinge Dimensions. 9. ANSI/BHMA 156.8- Door Controls-Overhead Holders. 10. ANSI/BHMA 156.13- Mortise locks and Latches(grade 1). 11. ANSI/BHMA 156.16-Auxiliary Hardware. 12. ANSI/BHMA 156.18-Material and Finishes. 13. ANSI/BHMA 156.21 -Thresholds. 14. All applicable federal, state and municipal codes, laws and regulations for exits. B. Applicable reference materials from the following trade organizations are hereby made a part of this section by reference thereto: 1. DHI (Door and Hardware Institute). 2. NAAMM (National Association of Architectural Metal Manufacturers). 3. SDI (Steel Door Institute). DOOR HARDWARE 0871 00 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.4 SUBMITTALS A. Submit the following under provisions of Section 01 33 00- SUBMITTAL PROCEDURES: 1. Literature: manufacturer's product data sheets, specifications, and cuts for each item to be used hereunder. 2. Certification: manufacturer's written certification stating that finish hardware and all related items to be furnished hereunder, meet or exceed the requirements specified under this section and that all UL Fire-resistive requirements for the indicated labels have been met. 3. Schedule: a complete schedule of hardware, to be furnished as specified herein under the article entitled "Hardware Schedule and Templates", coordinated with the door and frame schedule contained in the Drawings. 4. Manufacturer's instructions: manufacturer's mounting instructions and installation information, indicate required special procedures. 5. Shop drawings: Indicate locations and mounting heights of each type of hardware. 6. Samples: provide samples of any hardware item requested by the architect for review. All hardware submittals are to be plainly marked with assigned hardware number from prepared schedule, manufacturer's number, type and size. Samples will be returned to supplier after review. B. Submit the following under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS: 1. Project Record Documents, indicating actual locations of installed cylinders and their key code. 2. Operation and Maintenance Data, including information on operating hardware, lubrication requirements and inspection procedures related to preventative maintenance. 1.5 HARDWARE SCHEDULE AND TEMPLATES A. Hardware schedule: the Hardware Supplier shall prepare and submit a complete hardware schedule for review and acceptance by the Architect within 7 calendar days from the date of Notice to Proceed or Owner-Contractor Agreement whichever occurs earliest. 1. Organize the hardware schedule in a vertical format and list each door opening, door and frame size, materials, fire labels(where appropriate) and other pertinent information. Coordinate with door schedule on Drawings. a. Location of each hardware set shall be cross-referenced to indications on Drawings, both on floor plans and in door and frame schedule. 2. In door schedule, list actual product series numbers. Select hardware based on manufacturer's specific requirements affected by door height,width, thickness, weight, degree of opening, hand of doors, and intended frequency of use. B. Furnish approved hardware schedules to Owner,Architect, Contractor and other trades, after receiving acceptance from the architect, in quantities required, or as needed. C. Prepare template schedules and templates. Template schedule shall be bound and include a index by door number, page, and hardware item numbers for each opening. D. Do not issue hardware templates to door manufacturers until all hardware schedules have been properly submitted, reviewed by the Contractor and approved by architect. DOOR HARDWARE 0871 00 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1.6 QUALITY ASSURANCE A. Hardware supplier: Company specializing in supplying commercial door hardware with 5 years documented experience, minimum. 1. The hardware supplier shall employ a project representative who is a member of the American Society of Hardware Consultants(AHC), and who is responsible to prepare the hardware schedule and to furnish the proper sizes,weights, quantities and functions of hardware, as recommended by the manufacturers of the supplied products, for the functions specified herein, for a complete and proper installation. 2. The hardware supplier shall have office and distribution facilities located no more than 50 miles from project and shall maintain qualified personnel readily available to service the supplied hardware. B. Obtain each type of hardware from a single manufacturer, although several may be indicated as offering products complying with requirements. C. Lock fronts, flush bolt faces, and strikes shall be beveled, rounded, or rabbeted as required by the Drawings. The Contractor shall determine and be responsible for the hand and bevel of all doors. D. Ensure accuracy of the quantities, sizes, finish, and proper hardware to be furnished whether specifically mentioned or not. 1. The hardware supplier shall survey existing door hardware prior to the hardware submittal,for compatibility of new hardware to be installed by the Contractor. Any conflicts shall be brought to the attention of the architect. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable codes, as adopted by authorities having jurisdiction, for requirements applicable to fire rated doors and frames. B. Hardware shall conform to the requirements of both the United States Department of Justice, NO 28 CFR Part 36-American With Disabilities Act, (Public Law 101-336)and the "Rules and Regulations of the Architectural Barriers Board", latest edition, as published by the Commonwealth of Massachusetts, Department of Public Safety. 1.8 SEQUENCING AND SCHEDULING A. Coordinate finish hardware with the respective trades responsible for installing interfacing work, and manufacturer of internal reinforcement in doors and frames. Verify that proper screws, bolts, nuts, and the like are furnished in each instance with each hardware item to insure rigid installation and fastening. 1.9 DELIVERY, STORAGE AND HANDLING A. Deliver hardware items packaged individually, complete with proper fastenings and appurtenances. Label and identify each package with door opening code to match approved hardware schedule. B. Receipt of hardware: Obtain receipts for when hardware is received by contractor or by other suppliers/installers as directed by Contractor. C. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect, at no change in Contract Sum. D. Arrange keying, and schedule delivery of keys,with User Agency. Deliver keys to owner by security shipment directly from hardware supplier. DOOR HARDWARE 0871 00 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 1.10 WARRANTY A. Provide manufacturer's standard warranties for hardware furnished, under the provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. Manufacturer's warranties are in addition to and not in lieu of, other liabilities which the Contractor may have by law or other provisions of the contract documents. 1.11 MAINTENANCE A. Provide manufacturer's maintenance materials for hardware furnished, under the provisions of Section 01 78 00-CLOSEOUT SUBMITTALS. 1. Provide special wrenches and tools applicable to each different or special hardware component. 2. Provide maintenance tools and accessories supplied by component manufacturer. 1.12 EXTRA MATERIALS A. Upon completion of the work of this section, deliver to the owner extra materials for future repairs and maintenance, as follows: 1. Provide 2 extra key lock cylinders. 2. Provide 10 extra key blanks. B. Clearly label and package extra materials securely to prevent damage. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Manufacture: to establish a standard of quality, design and function desired, drawings and specifications have been based on the products indicated under each item description. Manufacturers offering products which may be considered for each item type include, the following, or approved equal. 1. Butt hinges: a. Baldwin Industries, Inc., Olathe KS. b. Hager Hinge Company, Saint Louis MO. c. Lawrence Brothers, Inc., Sterling IL. d. Mckinney Products Company, Scranton PA. e. Stanley Hardware, New Britain CT. 2. Locksets, latchsets, passage sets, and cylinder locks: a. Arrow Lock Manufacturing Company, Brooklyn NY. b. Best Access Systems, Indianapolis IN. c. Corbin Russwin Architectural Hardware Berlin CT. d. Marks Hardware Inc,Amityville, NY. e. Sargent/Essex Industries, New Haven CT. f. Schlage Lock Company, San Francisco CA. g. Yale Security Inc., Charlotte NC. 3. Lock cylinders and keying system: Matching existing housing authority standard. 4. Thresholds: a. Hager Hinge Company, Saint Louis MO. DOOR HARDWARE 0871 00 -4 North Andover Housing e ous g Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 b. National Guard Products Inc., Memphis TN. c. Pemko, Memphis TN. d. Reese Enterprises, Inc., Rosemount MN., e. Zero International Inc., Bronx NY. 2.2 MATERIALS-GENERAL. A. Qualities,weights, and sizes given are the minimum that will be accepted. Items listed hereinbelow indicate functions, characteristics, and general descriptions and types required. Manufacturer's catalog numbers as listed for each item are to clarify the standard of quality and kind of material desired without relieving the hardware supplier's responsibility to furnish the correct size and weight of hardware for the specific application. B. All hardware shall be of the best grade of solid metal entirely free from imperfections in manufacture and finish. C. Furnish hardware in strict accordance to manufacturer's requirements based on frame and door types, door height,width, thickness,weight, degree of opening, hand of doors, bevel of locks, door function and intended frequency of use and for the intended physical conditions which the hardware is to function. D. Hazardous areas: Doors.leading to or from areas considered hazardous, shall have a serrated surface in cross pattern in the material on the locking side, including levers, knobs, and door pulls. Use of coated metal or abrasives is not acceptable as equal. 1. Exiting from.hazardous areas shall require less than the following maximum pressures: a. Doors leading directly to the exterior: 15 pounds. b. Doors leading to interior spaces: 8 pounds. 2.3 HINGES A. Number of Hinges required per door leaf: 1-1/2 pair butts. B. Size of Hinges required: 4-1/2 by 5 inches (H x W) C. Size of Hinges required: D. Hinge type:ANSI 5111, heavy duty, four ball bearing, stainless steel 5 knuckle hinge with non-removable flush tip, stainless pin. E. Locksets: Heavy duty commercial cylindrical locksets, UL listed, conforming to ANSI A156.2, series 4000 grade 1. F. Deadbolts: Extra Heavy duty deadbolts. conforming to ANSI A156.5, Grade 1. 2.4 CYLINDERS A. Cylinders: provide cylinders for all locking devices specified herein. 1. Wherever cylinders are required to be furnished, provide collars or rings necessary for proper fit of cylinder in lock.The hardware supplier shall be responsible for furnishing the proper cylinder to fit the various hardware items which require cylinders. 2.5 THRESHOLDS, GASKETS AND WEATHERSTRIPPING A. Thresholds: Extruded aluminum threshold, 5 inches wide by 1/4 inch high with fluted surface: DOOR HARDWARE 0871 00 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 2.6 KEYING A. The hardware supplier shall meet with the Owner's representative to establish a keying schedule. This schedule will be submitted to the Architect, who will forward it to the Owner for his review. Upon review and approval by the Owner,the keying schedule will be returned to the Architect,who will forward same to the Contractor. B. Hardware supplier will meet with Owner or his/her representative to finalize keying requirements and obtain final instructions in writing. Following meeting with Owner, prepare a keying schedule and forward through the Architect to the Owner for review and acceptance. C. Keys: Furnish keys in quantities requested by Local Housing Authority. 1. Provide keys of nickel silver only. Permanently inscribe each key with number or lock that identifies cylinder manufacturer key symbol, and notation "do not duplicate". 2.7 FINISHES A. Finishes: 1. Hinges, locksets, deadlocks: a. BHMA NO. 626 (US 26D), satin stainless steel finish. b. BHMA NO. 630 (US 32D), satin stainless steel finish. c. BHMA NO. 652 (US 26D), satin stainless steel finish. 2. Thresholds, surface mounted door bottoms, astragals and other similar aluminum components: clear anodized, except as noted otherwise. PART 3 -EXECUTION 3.1 INSTALLATION A. Installation of finish hardware, will be performed under section 06 20 00- FINISH CARPENTRY. 1. Arrange for a representative of the manufacturers of door closers, automatic release closing devices and exit devices to visit the project prior to the start of the installation ,of such items and instruct the hardware installers on the proper method of installation. B. Examination 1. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings. 2. Beginning of installation means acceptance of existing conditions. C. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. D. Install hardware in accordance with manufacturer's instructions and requirements of referenced organizations in article entitled"REFERENCES"of this section. E. Use the templates provided by hardware item manufacturer. F. Conform to ANSI 117.1 for positioning requirements for the handicapped. G. During the installation of hardware, protect existing finishes against undue damage by the exercise of reasonable care and precautions. Clean, or repair all materials which are soiled or otherwise damaged by hardware installation, to match original profiles and finishes. DOOR HARDWARE 0871 00 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Materials and finishes which cannot be cleaned, or repaired shall be removed and replaced with new work to match existing. H. Do not permit adjacent work to damage installed finish or operation of hardware. 3.2 FIELD QUALITY CONTROL AND ADJUSTING HARDWARE A. Architectural hardware consultant employed by hardware supplier shall inspect installation and certify that hardware and installation has been furnished and installed in accordance with manufacturer's instructions and as specified. B. Adjust and-check each operating item of hardware and each door. 1. Ensure proper operation or function of every unit. 2. Notify hardware supplier of items or components which cannot be adjusted to operate freely and smoothly as intended for the application made. Make arrangements for replacement of faulty items or components, and install replacements when received. End of Section I i DOOR HARDWARE 0871 00 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 DO NOT REMOVE THIS PAGE INTENTIONALLY LEFT BLANK DOOR HARDWARE 0871 00 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 SECTION 09 90 00 Painting (Filed Sub-Bid) 1.1 DESCRIPTION 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 in this Section. Z B Carefully examine all the.Contract Documents for requirements which affect the work of this Section. The exact scope of this Section cannot be 0 determined without a thorough review of all specifications sections and other Contract Documents. 0 C Where referred to, Standard Specifications, Recommendations of Technical Societies, and/or Manufacturer's Associations, plus Codes of Federal, State, and Local Agencies shall include all amendments current a as of date of issue of these specifications. N co C l0 E 1.2 REQUIREMENTS FOR SUBMITTING FILED SUB-BID A. Sub-bids shall be submitted for the Work of this Section in accordance with the provisions of M.G.L. c.149 §§44A-J The time and place for submission of sub- bids are set forth in the Advertisement. The procedures and requirements for submitting sub-bids are set forth in the Instructions to Bidders. B. Sub-bidders must be DCAMM Certified in the listed trade and shall include a Current DCAMM sub-bidder Certificate of Eligibility and a signed DCAMM Sub- bidder's Update Statement with the bid C. Specification requirements for the Filed Sub-bid "Painting" include all of the following listed Specification Sections in their entirety. SECTION 09 91 00 - PAINTING D. The Work of this Section is shown on Drawings T-1, A-1.1, A-1.2, A-1.3, A-1.4, A-1.5, A-1.6, A-2.1, A-2.2, A-2.3, A-3.1, A-3.2 E. SUB-SUBS Painting (Filed Sub-Bid) 099000 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 1. Sub-sub bids are required for this Section. Sub-Bidders shall include the appropriate information for the list of sub sub-bid Class of Work noted below in this paragraph. NOT APPLICABLE 2. If the Filed Sub-Bidder customarily performs the above Work with its own workforce, the Sub-Bidder should list its own name and trade and leave the dollar amount blank. 3. If the Filed Sub-Bidder does not customarily perform the Classes of Work with its own workforce, the Sub-Bidder should list the name of the contractor performing the work, the trade and insert a dollar amount. END OF SECTION a Y 8 w d O 0) 7 U J U 2 9 ryU a C t0 E U) S m Painting (Filed Sub-Bid) 099000 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Section 09 91 00 PAINTING (PART OF FILED SUB-BID SECTION 09 90 00) PART 1 -GENERAL 1.1 GENERAL A. The 00.72.00 Conditions of the Contract and all sections of Division 01, General Requirements shall be part of this Section unless otherwise specifically excluded. 1.2 FILED SUB-BIDS-Refer to Division 00-PROCUREMENT AND CONTRACTING REQUIREMENTS 1.3 SUMMARY A. Section Includes:This Section consists of painting work where shown on the Drawings, as specified herein, and as required for a complete and proper installation. Painting work includes, but is not limited to the surface preparation and application of coated finishes, and subsequent touch-up, of interior and exterior items and surfaces as indicated on the Contract Drawings and as scheduled herein. 1. No attempt is made in this Section to list all surfaces, fixtures and equipment requiring painting on this project. It is the responsibility of the Subcontractor 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. B. Surfaces and Materials: In general, without limiting the generality thereof, the following surfaces,fixtures and equipment require a painted finish: 1. Front and side porches including posts, soffits, and related trim. 2. Paint in situ door casings prior to the installation of new storm doors and frames. 3. Exposed to view exterior electrical conduit. 4. Mineral fiber cement clapboard siding, moldings and trim (includes final finish paint over factory applied finish). 5. Cellular PVC exterior trim. C. DO NOT PAINT the following surfaces and materials. 1. Concealed from view surfaces, except as indicated otherwise in the Contract Documents or as specified herein. 2. Chrome or nickel plating, stainless steel, bronze, brass. 3. Aluminum other than mill finished or factory primed. PAINTING (Filed Sub-Bid) 0991 00 - 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 4. Factory finished mechanical and electrical equipment, pumps, machinery and similar items which occur in mechanical, storage or equipment rooms or areas. 5. Factory finished materials, specialties, and accessories unless otherwise specified. 6. Prefinished metal handrails. 7. Fire resistant testing and certification labels, code required labels, safety warning labels, performance rating plates, nomenclature plates, identification plates, and similar other labels. 1.4 RELATED REQUIREMENTS A. Section 02 41 19-SELECTIVE DEMOLITION. B. Section 02 83 19—LEAD ABATEMENT. C. Section 06 20 00—FINISH CARPENTRY: Cellular PVC exterior trim. D. Section 07 46 46—FIBER CEMENT SIDING: Factory prime coat and two coats factory painted siding, ready to receive painting under this Section 09 91 00. E. Section 07 92 00-JOINT SEALANTS: Requirements for sealant and backing materials. F. Section 08 16 66-ALUMINUM SCREEN DOORS AND FRAMES. G. Respective sections: Factory-finishing of mechanical, plumbing, fire protection and electrical equipment. 1.5 REFERENCES A. Referenced Standards: Comply with applicable requirements of the following standards and those others referenced in this Section, under the provisions of Section 01 42 00- REFERENCES. The standards referenced herein are included to establish recognized minimum quality only. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. Equivalent quality and testing standards will be acceptable, subject to their timely submission, review and acceptance by the Architect. 1. ANSI/ASTM D 16- Definitions of Terms Relating to Paint,Varnish, Lacquer, and Related Products. 2. ASTM D 2016-Test Method for Moisture Content of Wood. 3. SSPC-Vis1 - Pictorial Surface Preparation Standards for Painting Steel Structures. 4. SSPC-SP2-Steel Structures Painting Manual, Volume 2, Systems and Specifications. 5. All applicable federal, state and municipal codes, laws and regulations for flammability and smoke generation of interior finishes. B. Definitions: 1. "Paint' includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials specified herein,whether used as prime, intermediate or finish coats. 2. Sheen: Specular gloss readings in accordance with ASTM D52. a. Flat: less than 5(measured at 85 degrees). b. Eggshell: 5—20(measured at 60 degrees). c. Satin: 15-35(measured at 60 degrees). d. Low Luster: 25—35 (measured at 60 degrees). e. Semi-Gloss: 30-65 (measured at 60 degrees). PAINTING Filed Sub-Bid 0991 00 - 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 f. Gloss: 65 or more (measured at 60 degrees). 1.6 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. General: The applicator of work specified herein is responsible to ensure that all paints, enamels, and coatings, proposed to be applied hereunder, are compatible with coatings used for shop-primed items and items which have been prime-coated under the work of other trades. 2. Immediately notify the Architect in writing of conditions which may require a change in the specifications of this Section before proceeding with the work. Failure to do so, in a timely fashion, so as not to interfere with the schedule of work of this Contract, shall be construed as acceptance of the coatings specified. Perform all corrective measures, at no cost to the Owner, for any defects in the work, resulting from the use of such materials. B. Scheduling: Painting work should be scheduled so as to minimize touch-ups. Interior painting is to be without flashmarks. Should flashmarks occur due to touch-ups,the Contractor shall be required to redo the entire surrounding wall surface. C. Do not order materials until all required schedules have been properly submitted, reviewed by the Contractor and Approved by Architect. 1.7 SUBMITTALS A. Submit the following under provisions of Section 01 33 00-SUBMITTAL PROCEDURES: 1. Literature: Manufacturer's product data sheets, specifications, performance data, physical properties, material compositions, and application instructions for all finishing products to be applied hereunder. a. Include certification of data indicating Volatile Organic Compound (VOC)content of all paint materials. 2. Samples: a. Manufacturer's color selector for custom mixed colors for Architect's color scheduling.. b. Opaque coatings: Two 9 x 12 inch finished samples on hardboard of each color scheduled in each finish for review and approval. Identify boards with finish type, color mix number and scheduled substrate surfaces or materials. c. Transparent finishes and stains: Two 9 x 12 inch finished samples on same species of solid wood and plywood to be furnished under Section 06 20 00- FINISH CARPENTRY, of each color scheduled in each finish for review and approval. Identify boards with finish type, color mix number and scheduled substrate surfaces or materials. B. Submit the following under provisions of Section 01 78 00-CLOSEOUT SUBMITTALS: 1. Color chips:After final approval of all colors and tints by the Architect, submit to the Owner, color chips of all coatings used, with manufacturer's name and mix designation of the coating for the purpose of future re-ordering of coatings. Color chips shall be at least six(6)square inches in size,for each color and tint. 1.8 QUALITY ASSURANCE A. Applicator: Company specializing in commercial painting and finishing with 3 years minimum documented experience. PAINTING (Filed Sub-Bid) 0991 00 - 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 B. Single source responsibility: Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. C. Environmental Requirements for Volatile Chemicals: 1. For interior applications use paints and coatings that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA method 24)and the following chemical restrictions (applicable LEED Credit EQ 4.2): a. Flat Paints and Coatings:VOC not more than 50 g/L. b. Non-Flat Paints and Coatings:VOC not more than 150 g/L. c. Anti-Corrosive Coatings: VOC not more than 250 g/L. d. Sealers: 1) Waterproofing sealers:VOC not more than 250 g/L. 2) Sanding sealers: VOC not more than 275 g/L. 3) All other sealers:VOC not more than 200 g/L. e. Stains:VOC not more than 250 g/L. 2. Do not use water based paints formulated with aromatic hydrocarbons (organic solvent with a benzene ring in its molecular structure),formaldehyde, halogenated solvents, mercury or mercury compounds, or tinted with pigments of lead, cadmium, chromium VI and their oxides. Water based paints shall be low VOC and shall have a flash point of 61 degrees C or greater. 3. Where it is necessary to use solvent-based paints, with less than 1.0 percent by weight total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 4. The following shall be low VOC and not be formulated with aromatic hydrocarbons (organic solvent with a benzene ring in its molecular structure). a. High performance water based acrylic coatings. b. Pigmented acrylic sealers. c. Catalyzed epoxy coatings. d. High performance silicone grafted epoxy coatings. 5. Restricted Components: Paints and coatings used on this Project shall not contain any of the following compounds. (Excluded from this restriction are residual quantities of naturally occurring elements and chlorinated organics which are found in chlorinated water supplies;.contaminate levels shall be below that of the National Primary Drinking Water Standard): a. 1,2-dichlorobenzene b. Alkylphenol ethoxylates(APEs) c. Formaldehyde-donors d. Heavy metals, including lead, mercury, cadmium, hexavalent chromium and antimony in the elemental form or compounds e. Phthalates f. Triphenyl tins (TPT)and tributyl tins (TBT). 1.9 DELIVERY, STORAGE AND HANDLING A. Deliver products to site in sealed and labeled containers; container labeling shall include manufacturer's name, type of paint, color mix designation, expected coverage, surface preparation instructions, instructions for mixing and reducing, drying time, and clean-up recommendations. PAINTING (Filed Sub-Bid) 0991 00 - 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 B. Store materials, conforming with applicable codes and fire regulations, in designated spaces. Keep storage area secure when direct access is not required or when not performing work under this Section. Take precautionary measures to prevent fire hazards and spontaneous combustion, maintain a dry-chemical type fire extinguisher in all areas where materials.of this Section are being stored or used. C. Store paint materials in a well ventilated area at minimum ambient temperature of 45 degrees Fahrenheit and a maximum of 90 degrees Fahrenheit. D. Do not use the sanitary system for mixing or disposal of refuse material. Carry water to mixing rooms and dump waste material in a suitable refuse receptacle. Remove oily rags and waste each day. 1.10 PROJECT CONDITIONS A. Provide heating facilities to maintain surface and ambient temperatures above 45 degrees Fahrenheit for 24 hours before, during and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent unless required otherwise by manufacturer's instructions. C. Apply paints and finishes above minimum temperature conditions in strict accordance with manufacturer's instructions. D. Provide sufficient lighting to maintain 80 foot-candles measured mid-height at substrate surface. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject.to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following, or approved equal: 1. Paints and general finishes: a. Benjamin Moore&Company, Montvale, NJ. b. California Paints, Andover MA. c. Glidden Professional (division of PPG Industries, Inc.), Strongsville, OH. d. Devoe High Performance Coatings (division of PPG Industries, Inc.), Strongsville, OH. e. Pittsburgh Paints/PPG Industries, Inc., Pittsburgh PA. f. Pratt& Lambert Inc., (division of Sherwin Williams), Buffalo, NY. g. Sherwin Williams, Cleveland OH. 2. Caulking a. BASF Construction Chemicals (Sonneborn), Shakopee MN. b. Dow Corning Corporation,Auburn MI. c. Pecora Corporation, Harleysville PA. d. Sika Corp, Lyndhurst NJ. e. Tremco, Inc., Beachwood OH. PAINTING (Filed Sub-Bid) 0991 00 - 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 2.2 MATERIALS A. Coatings: Ready mixed, except for field catalyzed coatings with good flow and brushing properties; capable of drying or curing free of streaks or sags. Color pigments shall be processed to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. Provide best quality grade,where manufacturer makes more than one grade of any material specified. B. Joint Sealer(Polyurethane 1-component): Low modulus single component gun-grade polyurethane sealant, non-sagging, conforming to ASTM C 920, Type S, Class 35, Grade NS, use NT,M, A and O with a minimum movement capability of±35 percent, equal to the following: 1. BASF (Sonneborn), product"Sonolastic NPV. 2. Sika, product"Sikaflex 1 a". 3. Tremco, product"Vulkem 116 FC", or"Dymonic 100". 2.3 ACCESSORIES A. Accessory materials: other materials not specifically indicated, but are required to achieve the finishes specified of commercial quality. B. Cleaning Materials: Tri-Sodium Phosphate (TSP)substitute.Acceptable products include the following, or approved equal: 1. Savogran, Norwood MA,products"TSP-PF", or"Liquid TSP Substitute". 2. Custom Building Products, Seal Beach, CA., product"Custom T.S.P. Substitute". 3. DAP Inc., Baltimore MD., product"T.S.P. Substitute Heavy Duty Cleaner". PART 3-EXECUTION 3.1 EXAMINATION A. Inspect all surfaces and verify that they are in proper condition to receive the work of this Section. Notify Contractor of any condition that may potentially affect proper application of coatings. B. Measure moisture content of surfaces, do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Portland Cement plaster: 15 percent. 2. Masonry or concrete: 12 percent. 3. Exterior wood: 18 percent. C. Beginning Work of this Section means acceptance of existing substrate surfaces and site conditions. 3.2 PREPARATION A. Furnish and lay suitable drop cloths in all areas where coating work is being done to protect floors and all other surfaces from damage during the work. Protect adjoining surfaces with painters mask tape. B. Prior to preparing surfaces or finishing, remove all finish hardware for painting doors and frames, except hinges and locks on exterior door; remove electrical plates, light fixture trim and fittings. Re-install hardware and other removed items after painted surfaces are thoroughly dry. PAINTING (Filed Sub-Bid) 0991 00 - 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 C. Mix coatings thoroughly, unless otherwise directed by the manufacturer of the specific coating used,to ensure uniformity of color and mass. Strain previously opened coatings to remove skins, lumps, and other foreign matter prior to painting. D. Thin or reduce materials only as recommended by the specific material manufacturer, and only with the approval of the Architect. E. Impervious surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. Rinse with clean water and allow surface to thoroughly dry. F. Concrete and unit masonry surfaces scheduled to receive paint finish: 1. Remove all loose scale and mortar, dirt, salt or alkali powder and other surface contaminates, using a detergent expressly formulated for cleaning of concrete and masonry. 2. Remove oil and grease with a solution of tri-sodium phosphate. 3. Remove stains caused by weathering corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. 4. Thoroughly rinse the cleaned surfaces with clear water, and allow the surfaces to completely dry, allow a minimum of 4 hours before commencing application of coatings. G. Uncoated steel and iron surfaces: 1. Remove grease, scale, dirt,.rust, and all foreign materials, down to bright metal by wire brushing, scraping, sanding, or sandblasting where heavy coatings of scale are evident. 2. Wash steel with solvent, apply a treatment of phosphoric acid solution, ensuring weld joints, bolts and nuts are similarly cleaned. 3. Spot prime after repairs with metal primer product of the finish coating manufacturer. H. Previously painted steel surfaces: 1. Remove rust, blistered and defective paint, down to bright metal by wire brushing, scraping, or sanding. Feather edges to make touch-up patches inconspicuous as possible 2. Remove grease, dirt and all foreign materials. 3. Spot prime bare metal with metal primer product of the finish coating manufacturer. I. Aluminum surfaces scheduled for paint finish: 1. Remove surface contamination by steam or high pressure water. 2. Remove oxidation with acid etch and solvent washing. 3. Apply etching primer immediately following cleaning. J. New wood scheduled to receive paint finish. 1. Smooth minor defects by sanding and/or by the use of steel wool. Remove all foreign matter with commercial paint remover and fine sandpaper. 2. Treat wood with a dip or heavy flood coat of Water Repellant Wood Preservative, allow to dry. Touch up knots, pitch streaks, and sappy sections with commercial stain sealer. 3. Fill up nail holes and cracks with wood putty or plastic wood after primer of first coat of finish is dry, and sand smooth. PAINTING (Filed Sub-Bid) 0991 00 - 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 3.3 APPLICATION A. Apply all materials in strict accordance with the approved manufacturer's printed instruction, and in accordance with the best trade practices. Each coat shall be reviewed and approved by the Architect before succeeding coats are applied. B. Do not apply successive coating until the preceding coat is thoroughly dry, and in no case in less than 24 hours after the preceding coat. C. Number of coats is indicated under Painting Schedules. Number of coats is indicated as a minimum number to be applied over scheduled substrates.An additional coat or coats may be required for proper color coverage of substrate as determined by the Architect, at no additional cost to the Owner. Examples of these conditions include, but are not limited to: 1. Dark colored substrates may require an additional primer or intermediate coat to stabilize color, if final applied top-coat color is light. 2. Pre-finished or pre-primed products may require an additional field applied coat to stabilize the shop/factory applied base color prior to application of top-coat finishes. 3. Dark color top coat finishes may require additional finish coat over white or light colored substrates to obtain correct color density. D. Apply each coat to a uniform finish;Apply primer and first coat of slightly lighter in color tint than the scheduled color of the final coat. E. Sand lightly between coats to achieve required finish and remove sanding dust prior to applying succeeding coat. F. Where clear finishes are required, tint fillers to match wood.Work fillers into the grain before set. Wipe excess from surface. G. Prime back surfaces of all interior and exterior woodwork scheduled for painted finish with primer. 3.4 CLEANING A. Upon completion of the work in each area, remove all coating splatters from glass, prefinished surfaces, bright metals, and from other surfaces that have not been painted or finished hereunder. Do not use abrasive paper or abrasive cleaner on any prefinished surface or bright metal. Remove all materials and debris; leave work area in a clean condition. 3.5 PROTECTION AND TOUCH-UP A. During painting work, protect the work of other trades against undue soilage and damage by the exercise of reasonable care and precautions. Properly clean, repair or replace any work so damaged and soiled. B. Protect all painted and finished surfaces against damage until the date of final acceptance of the work. The Architect will conduct a final review of all work performed hereunder. Re- coat or touch-up, all scratches and other blemishes on surfaces, and as directed by the Architect, any areas found which do not comply with the requirements of this Section, and bear all costs therefore. C. Any re-coating or touch-up work, required after the work of this Section has been reviewed and accepted by the Architect,will be paid for by the Contractor. PAINTING (Filed Sub-Bid) 0991 00 - 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 3.6 PAINTING SCHEDULE-COLORS A. Colors: The Architect will furnish a schedule of colors for each area and surface. Tinting and matching shall be to the satisfaction of the Architect. No limit is placed on the number of colors that may be required, or the number of colors in any one room, area, or surface. Premium paints of deep-hued, bright, pigment intensive, accent and primary colors may be scheduled for up to 25 percent of all interior and exterior surfaces without additional cost to the Owner. 1. Colors of priming coats (and body coats where specified)shall be lighter in tint than those of finish coat. 2. Colorants: Pure, non-fading pigments, mildew-proof, ultra-violet resistant, finely ground in approved medium; and be limeproof,when used in coatings to be applied on masonry, concrete, plaster, and gypsum board surfaces. 3.7 PAINTING SCHEDULE FOR EXTERIOR SURFACES AND MATERIALS A. Exterior METAL,ALUMINUM, new, mill finish and as scheduled to receive paint: 1. One coat primer: a. California: "Rust-Stop DTM Primer/Finish", NO. 1061. b. Moore: "Acrylic Metal Primer", NO. PO4. c. Pittsburgh: "Pitt-Tech DTM Primer/Finish", 90 Series. d. Sherwin-Williams: "DTM Acrylic Primer/Finish", B66W1 Series. 2. Two coats acrylic gloss enamel: a. California: Everlife 100%Acrylic Waterborne High Gloss", NO. 521. b. Moore: "Acrylic Gloss Enamel", NO. P28. c. Pittsburgh: "Pitt-Tech DTM Exterior Waterborne High Gloss Enamel", 90-300 Series. d. Sherwin-Williams: "DTM Acrylic Gloss Coating", B66 Series. B. Existing exterior WOOD to remain: 1. One Coat Primer: enamel primer. a. California: "Troubleshooter Universal Wood Primer", NO. 21700. b. Glidden Professional: Stain Stomper Exterior Primer Sealer NO.2110. c. Moore: "Moorwhite Primer', NO. 100. d. Pittsburgh: "Speedhide Exterior Alkyd Wood Primer", 6-9 Series. e. Sherwin-Williams: "A-100 Alkyd Exterior Wood Primer",Y24 W 20. 2. Two coats 100-percent-acrylic satin paint: a. California: "2010 Acrylic Latex Exterior Eggshell Finish", NO.401. b. Glidden Professional: Fortis 450 Exterior NO. 6203V. c. Moore: "Aura Exterior Low Lustre", NO. 634. d. Pittsburgh: "Manor Hall Timeless—Satin", 73-410 Series. e. Sherwin-Williams: "Duration-Satin". C. Exterior cellular PVC TRIM, new: 1. ONE coat 100-percent-acrylic satin paint: a. California: "2010 Acrylic Latex Exterior Eggshell Finish", NO.401. b. Glidden Professional: Fortis 450 Exterior NO. 6203V. PAINTING (Filed Sub-Bid) 0991 00 - 9 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 c. Moore: "Aura Exterior Low Lustre", NO. 634. d. Pittsburgh: "Manor Hall Timeless—Satin", 73-410 Series. e. Sherwin-Williams: "Duration-Satin". D. Exterior cement-fiber siding, new: 1. One Coat Primer touch-up of cut ends: enamel primer. a. California: "Troubleshooter Universal Wood Primer", NO. 21700. b. Glidden Professional: Stain Stomper Exterior Primer Sealer NO. 2110. c. Moore: "Moorwhite Primer", NO. 100. d. Pittsburgh: "Speedhide Exterior Alkyd Wood Primer',6-9 Series. e. Sherwin-Williams: "A-100 Alkyd Exterior Wood Primer", Y24 W 20. 2. One coat 100-percent-acrylic satin paint over factory finish: a. California: "2010 Acrylic Latex Exterior Eggshell Finish", NO.401. b. Glidden Professional: Fortis 450 Exterior NO. 6203V. c. Moore: "Aura Exterior Low Lustre", NO. 634. d. Pittsburgh: "Manor Hall Timeless—Satin", 73-410 Series. e. Sherwin-Williams: "Duration-Satin". End of Section PAINTING (Filed Sub-Bid) 0991 00 - 10 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 REPORT TO WINSLOW ARCHITECTS, INC. August 31, 2015 ASBESTOS INSPECTION VETERANS FAMILY HOUSING, BALDWIN STREET& FRANCIS STREET N. ANDOVER, MASSACHUSETTS ,r Submitted by: David Gorden(AI-900459) PEER CONSULTANTS, P.C. Project Number:6399 99 SOUTH BEDFORD STREET,SUITE 200 BURLINGTON,MA 01803 APPENDIX 1 - HAZMAT REPORT 1 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 1. Introduction Limited hazardous material sampling and analysis was conducted by PEER Consultants, P.C. (PEER)on the interior and exterior of the Veterans Family Housing buildings located on Baldwin Street and Francis Street in N. Andover, Massachusetts, as part of a proposed exterior building envelope improvement project. The objective of this investigation was to inspect constructs, finishes, and other materials that may be affected by the project and that may contain asbestos. 2. Sampling David Gorden, PEER Consultants (MA Asbestos Inspector License Al 900459) surveyed the suspect asbestos containing building materials (ACBM) at the subject property on August 12, 2015. Locations were selected to facilitate the sampling of suspect building materials that will be disturbed by the future building envelope improvements at the building. Multiple samples of suspect materials were collected to meet the requirements of the sampling protocols established in EPA regulation 40 CFR Part 763 Subpart E 763.86, Asbestos Hazard Emergency Response Act (AHERA) and OSHA regulations. PEER collected eighteen (18) bulk ACBM samples from nine (9) homogeneous areas of suspect ACM. The suspect ACBM materials included caulk, paper, and shingles. These suspect materials are further described in the laboratory summary report within Appendix A. Samples were labeled with unique identifiers, and appropriate chain-of- custody documentation was completed for the samples. The suspect ACBM samples were sent to EMSL Analytical,Inc. (EMSL)of Woburn, MA for laboratory analysis. Suspect ACBM was assessed by PEER in select, readily accessible areas associated with the proposed building envelope improvements on the interior and exterior of the building. Suspect ACBM may be present, hidden in other non-accessible areas, associated with the proposed building envelope improvements at the building. PEER did not collect samples from suspect ACBM associated with any other portions of buildings and structures on the subject property. 3. Analysis Bulk asbestos samples were analyzed using Polarized Light Microscopy (PLM) coupled with dispersion staining in accordance with the Environmental Protection Agency's(EPA) "Method for the Determination of Asbestos in Bulk Building Materials" (EPA/600/R- 93/116,July 1993). EMSL is accredited under the National Institute of Standards and Technology (NIST), National Voluntary Laboratory Accreditation Program (NVLAP), and the American Industrial Hygiene Association (AIHA). APPENDIX 1 - HAZMAT REPORT 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 4. Findings 4.1 Asbestos Inspection and sampling of suspect:ACBM did not identify the presence of asbestos containing materials by laboratory analysis in the caulks, paper, or shingles analyzed as part of this project. The full sample log with a description of sample locations and the ACBM analytical data is provided in Appendix A. A summary of the ACBM results is provided in Table 1. An ACBM contains more than 1%asbestos and is regulated by the EPA and OSHA. Table 1 .Suspect ACBM Associated with Proposed Building Envelope Improvements at Veterans Family Housing tos Location Area/Room Material Ip {Sample Asbeses VFH Building Interior/29A Baldwin White Frame Caulk Around Interior Al NAD Window VFH Building Interior/29A Baldwin White Frame Caulk Around Interior A2 NAD Window VFH Building Interior/29A Baldwin White Frame Caulk on Interior Side of A3 NAD Door Entrance VFH Building Interior/29A Baldwin White Frame Caulk on Interior Side of A4 NAD Door Entrance VFH Building Exterior/29A Baldwin White Frame Caulk on Exterior Side of AS NAD Door Entrance VFH Building Exterior/29A Baldwin White Frame Caulk on Exterior Side of A6 NAD Door Entrance VFH Building Exterior/27A Francis Black(2 Layers)Paper Back of Wood A7 NAD Shingles VFH Building .Exterior/27A Francis Black(2 Layers)Paper Back of Wood A8 NAD Shingles VFH Building Exterior/27A Francis Grey/White Frame Caulk Around A9 NAD Windows VFH Building Exterior/27A Francis Grey/White Frame Caulk Around A10 NAD Windows VFW Building Exterior/27A Francis White Caulk Between Fiberboard All NAD Shingles and Concrete Steps VFH Building Exterior/27A Francis White Caulk Between Fiberboard Al2 NAD Shingles and Concrete Steps VFH Building Exterior/27A Francis Grey/White Caulking Around Dryer A13 NAD Vents,Side of Building VFH Building Exterior/27A Francis Grey/White Caulking Around Dryer A14 NAD Vents,Side of Building APPENDIX 1 - HAZMAT REPORT 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 tos es Location Area/Room Material ID (Sample Asbes VFH Building Exterior/ Layered Brown Fiberboard"Shingles" A15 NAD 23A&33A Francis w/White Layer Beneath Painted Surf. VFH Building Exterior/ Layered Brown Fiberboard"Shingles" A16 NAD 23A&33A Francis w/White Layer Beneath Painted Surf. VFH Building Exterior/33 Francis Black/Brown(2 Layers)Paper Beneath A17 NAD Painted Wood Shingles VFH Building Exterior/33 Francis Black/Brown(2 Layers)Paper Beneath A18 NAD Painted Wood Shingles Notes: NAD=No Asbestos Detected(in the sample) VFH=Veterans Family Housing 5. Discussion and Conclusions 5.1 Asbestos Inspection and sampling of suspect ACBM did not identify the presence of asbestos containing materials by laboratory analysis in the caulks, paper, or shingles analyzed as part of this project. If, during the building envelope improvements on the interior and exterior of the building, previously hidden suspect ACBM is identified, we recommend that you contact us immediately. In addition, if the proposed renovation extends beyond the area previously sampled as part of our investigation, we recommend that you have these additional suspect ACBM sampled by a Massachusetts licensed asbestos inspector. In the Commonwealth of Massachusetts, asbestos activities are regulated by the Massachusetts Department of Environmental Protection (DEP) under 310 CMR 7.15 and by the Massachusetts Department of Labor Standards (DLS) under 453 CMR 6.00. Massachusetts regulations require that any asbestos-related activity conducted in the Commonwealth be performed by personnel licensed by DLS. Asbestos abatement must be performed by Massachusetts-licensed asbestos abatement contractors in accordance with a Project Design prepared by a MA-Licensed Asbestos Designer. Third-party air monitoring must be conducted at the completion of abatement activities. APPENDIX 1 - HAZMAT REPORT 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Appendix A Asbestos Sample Log and Analytical Data i APPENDIX 1 - HAZMAT REPORT 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 �\\• 7 constitution Way,suae lur,wooum,MA U.Iovr CustomerPO: 6399 Phone/Fax (781)933-8411/(781)933-8412 httoJlwww.EMSL.com bostonlabnemsl.com Pro)ectlD: Ann: Dave Gorden Phone: (781)238-8880 PEER Consultants Fax: (781)238-8884 99 South Bedford Street Received: 08/13/15 12:20 PM Suite 200 Analysis Date: 8/14/2015 Collected: 8/12/2015 Burlington, MA 01803 Project: NAHA/6399 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % TVDe A-1 29A Baldwin White 100% Non-fibrous(other) None Detected Interior-White Non-Fibrous 131504707-0001 Frame Caulk Homogeneous Around Interior Window HA:1 A-2 29A Baldwin White 100% Non-fibrous(other) None Detected Interior-White Non-Fibrous 131504707-0002 Frame Caulk Homogeneous Around Interior Window HA:1 A-3 29A Baldwin While 100% Non-fibrous(other) None Detected Interior-White Non-Fibrous 131504707-0003 Frame Caulk on Homogeneous Interior Side of Door Entrance HA:2 A-4 29A Baldwin White 100% Non-fibrous(other) None Detected Interior-White Non-Fibrous 131504707-0004 Frame Caulk on Homogeneous Interior Side of Door Entrance HA:2 A-5 29A Baldwin White 5% Fibrous(other) 95% Non-fibrous(other) None Detected Exterior-White Non-Fibrous 131504707.0005 Frame Caulk on Homogeneous Exterior Side of Door Entrance HA:3 Analyst(s) Alexander Maxinoski(18) Steve Grise,Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except infill,without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client.This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP.NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Samples received in good condition unless otherwise noted. Estimated accuracy,precision and uncertainty data available upon request.Unless requested by the client,building matedals manufactured with multiple layers(.e.linoleum,wallboard,etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc.South Portland,ME APPENDIX 1 - HAZMAT REPORT 6 i I North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 `��;• 7 uonstnutton way,lune lur,wooum,mA v rov phonelfax (781)933-84111(781)933-8412 CustomerPO: 6399 htto:/Iwww.EMSL.com bostonlabOemsi.com ProjectlD: J Attn: Dave Gorden Phone: (781)238-8880 PEER Consultants Fax: (781)238-8884 99 South Bedford Street Received: 08/13/15 12:20 PM AnalysisDate: 8/14/2015 Suite 200 Collected: 8/12/2015 Burlington, MA 01803 Project: NAHA16399 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type. A-6 29A Baldwin White 5% Fibrous(other) 95% Non-fibrous(other) None Detected Exterior-White Non-Fibrous 131504707.0006 Frame Caulk on -Homogeneous Exterior Side of Door Entrance HA:3 A-7 27A Francis Black 80% Cellulose 20% Non-fibrous(other) None Detected Exterior-Black(2 Fibrous 131504707-0007 Layers)Paper Homogeneous Back of Wood Shingles HA:4 A-8 27A Francis Black 80% Cellulose 20% Non-fibrous(other) None Detected Exterior-Black(2 Fibrous 131504707-0008 Layers)Paper Homogeneous Back of Wood Shingles HA:4 A-9 27A Francis Gray/White 100% Non-fibrous(other) None Detected Exterior- Nor}Fibrous 191504707.0009 Grey/White Frame Homogeneous Caulk Around Windows HA:5 A-10 27A Francis Gray/White 100% Non-fibrous(other) None Detected Exterior- Non-Fibrous 131504707-0010 Grey/White Frame Homogeneous Caulk Around Windows HA:5 Anatyst(s) Alexander Maxinoski(18) Steve Grise,Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis.This report relates only to the samples reported and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the cllenL This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal.government Non-friable organically bound materials present a problem matrix and therefore EMSL recommends9 ravlmetdc reduction prior to analysis. Samples received in good condition unless otherwise noted_Estimated accuracy,precision and uncertainty data available upon request.Unless requested by the client building materials manufactured with multiple layers(.e.linoleum,wallboard,etc.)are reported as a single sample.Reporting limit is t% Samples analyzed by EMSL Analytical,Inc.South Portland.ME APPENDIX 1 - HAZMAT REPORT 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 7 Constitution Way,Suite 107,WODum,MA0115117 Phone/Fax (781)933-8411/(781)933-8412 CustomerPO: 6399 httn:/M"-EMSL.com bostonlabra�emsl.corn ProjectlD: Attn: Dave Gorden Phone: (781)238-8880 PEER Consultants Fax: (781)238-8884 99 South Bedford Street Received: 08/13/15 12:20 PM Stilts X00 Analysis Date: 8/1 412 01 5 Collected: 8/12/2015 Burlington, MA 01803 Project: NAHAS399 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type A-11 27A Francis White 100% Non-fibrous(other) None Detected Exterior-White Non-Fibrous 131504707-0011 Caulk Between Homogeneous Fiberboard Shingles and Conc.Steps HA:6 A-12 27A Francis White 100% Non-fibrous(other) None Detected Exterior-White Non-Fibrous 131504707-0012 Caulk Between Homogeneous Fiberboard Shingles and Conc.Steps HA:6 A-13 23A Francis Gray/White 100% Non-fibrous(other) None Detected Exterior- Non-Fibrous 131504707.0013 GreyNVhite Homogeneous Caulking Around �9 Dryer Vents,Side of Building HA:7 A-14 23A Francis Gray/White 100% Non-fibrous(other) None Detected Exterior- Non-Fibrous 131504707-0014 Grey/White Homogeneous Caulking Around Dryer Vents,Side of Building HA:7 Analyst(s) Alexander Maxinoski(18) Steve Grise,Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced except in full,without written approval by EMSL. EMSL bears no responsibility,for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravirnetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy,precision and uncertainty data available upon request.Unless requested by the client building materials manufactured with multiple layers(i,e.linoleum,wallboard,etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc,South Portland,ME APPENDIX 1 - HAZMAT REPORT 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 .,v.,a......,....-„ ...,-. .,.. . ...,... _.__. I CustomerPO: 6399 Phone SIX (781)933-84111(781)933-8412 J htto:/Aaww.EMSL.com bm ostonlabOeSI cont ProjectlD: Attn: pave Gorden Phone: (781)238-8880 PEER Consultants Fax. (781)238-8884 99 South Bedford Street Received: 08/19/15 12:20 PM Suite 200 Analysis Date: 8/14/2015 Collected: 8/12/2015 Burlington, MA 01803 Project: NAHA16399 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous %Tvae A-15 23A/33A Francis BrownlVihite 95% Cellulose 5% Non-fibrous(other) None Detected Exterior-Layered Fibrous 131504707-0015 Brown Fiberboard Homogeneous "Shingles" w/White Layer Beneath Painted Surf. HA:8 A-16 23A/33A Francis Brown/White 95% Cellulose 5% Non-fibrous(other) None Detected Exterior-Layered Fibrous 131504707.0016 Brown Fiberboard Homogeneous "Shingles" w/White Layer Beneath Painted Surf. HA:8 A-17 33 Francis Brown/Black 85% Cellulose 15% Non-fibrous(other) None Detected Exterior- Fibrous 131504707-0017 Black/Brown(2 Homogeneous Layers)Paper Beneath Painted Wood Shingles HA:9 A-18 33 Francis Black 80% Cellulose 20% Non-fibrous(other) None Detected Exterior- Fibrous 131504707-0018 Black/Brown(2 Homogeneous Layers)Paper Beneath Painted Wood Shingles HA:9 A-1 Analyst(s) Alexander Maxinoski r18) Steve Grise,Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full,without written approval by EMSL. EMSL bearsno responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification,approval,orendorsement by NVLAP.NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received In good condition unless otherwise noted. Estmated accuracy,precision and uncertainty data available upon request.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc.South Portland,ME APPENDIX 1 - HAZMAT REPORT 9 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Chain of Custody Woburn,MA 01801 EMSL Order Number(Lab Use Only): pH0NE: MAIL ANALYTICAL.nu;. (7$1)933-8411 131 5 0 4 7 0 7 FAx:(781)933-8412 PEER Consultants EMSL-Sill to: 0 Same Different Company: K Bil to is Different note instructions in Comments" Street:99 South Bedford Street Suite 200 Third Poo Billing requires written authorization from third a Cl!y:Burlington I state/Province:MA Zi /Postal Code:01803 Count!y.United States Report To Name:Dave Gorden Telephone#:781-238-8880 Email Address: 9ordend@peercpc.com fax#: 781-238-8884 Purchase Order.6399 Pro act Name/Number:NAHA/6399 Please Provide Results: I TFax LZmallFjmall U.S.State Samples Taken:MA CT Sam fes: CommerclaUTaxable U Residential/Tax Exem t Turnaround Time ATO tions'-Please Check 3 Hour 6 Hour ■ 24 Hour 48 Hour I LJ 72 Hour I U 96 Hour 1 Week 10 2 Week *For TEM Air 3 hr through 6 hr,please call ahead to schedule.*Them is a premium charge for 3 Hour TEM AHERA or EPA Level N TAT. You wilt be asked to sign an authorization form for this service. Analysis cord leted in accordance with EMSL's Terms and Conditions located in the Anal foal Price Guide. PLM-Bulk(reoortingllmitl TEM-Bulk ®PLM EPA 600/R-93/116(<1%) ❑TEM EPA NOB-EPA 600/R-93/116 Section 2.5.5.1 ❑PLM EPA NOB(0%) ❑NY ELAP Method 198.4(TEM) Point Count ❑400(<0.25%)❑1000(<O.1%) ❑Chatfield Protocol(semi-quantitative) Point Count w/Gravimetric❑400(<0.25%)❑1000(<0.1%) ❑TEM%by Mass-EPA 600/R-93/116 Section 2.5.5.2 NIOSH 9002(<1%) ❑TEM Qualitative via Filtration Prep Technique ❑ NY ELAP Method 198.1 (friable in NY) ❑TEM Qualitative via Drop Mount Prep Technique ❑ NY ELAP Method 198.6 NOB(non-friable-NY) Other ❑ OSHA ID-191 Modified ❑ ❑ Standard Addition Method ICheck For Positive Stop-Clearly Identify Homogenous Group Date Sampled:8-12-15 Samplers Name: t o-up—G o r-� C- eeja: Samplers Signature: cz:��� Sample# HA# Sample Location Material Description Client Sample#(s): - 8 Total#of Samples: Relinquished(Client): Date: Time: Received(Lab): Date: Time: CoTmentsLS�ecial Instructions: For empies Al A 6,pay"Mcdar attentlon to the wMte layer bensalh Ne pointed wrlace on this wood fiberboard-like ho"enews APPENDIX 1 - HAZMAT REPORT 10 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 VttK Consultants, P.C. ENGINEERS • SCIENTISTS • PLANNERS 99 South Bedford Street•Burlington,MA o1803•(781)238-8880•Fax(781)238-8884 CLIENT: N.Andover Housing Authority Hazardous Material Inspection PROJECT NAME: Francis Street/Baldwin Street Units PROJECT#: 6399 Sample Log / Chain of Custody BUILDING NAME: Francis Street/Baldwin Street Units INSPECTOR:D.Gorden(PEER) SAMPLING DATE: August 12,2015 PAGE A OF A """ '""'x'00 Location Location Comment/ Sample No. (Bldg./Room) (Item/Material) Detailed Description of Sample Material Photo No. A- ! 11 24�L3nl�W/A) winde + G/ �,� rurrC Cavllc Rro�+� t� rpr• d.o G tw►K . qtr J•r' w r,. ... [ - 3 A- 2 1 . PIC r A- y LZ i A- 5 29 A 3 njd w,N Luh r k 1'—n p,,, E Y"�'C r l tS r -S Cl< u'1 clo J� e r\'Y•r n N C.{' A- 4C l 27A Frac\S 81k- CZ 10,ycrC\ raper 6aC► p o �. 1 7 •�...-kcror CotCL.c�PC>r`^ of d..o�d 5 )�...9 Ie � C lueka� A- IF 4 ) ,y A- Cyd k A- )a (5 A- it Ib , A, c r� . lk be f„�.. CN he.-6uQ rd ccwlk 5h,r. e eu,ci C'C'n C 5 A- 11 b � I � A- 13 7 23ACrct-Cil 9re��wl�,-k Ccw/h�in7 a �e.�.....<� (',Q,V 1 K- J r x�c-,�� r,J e r b w,ld,N� 8 A- 11 7 A- is L4W --!>A/3],4Fravc,% r. 4er�cnr� Leyc- cL4 6- 0wnr F Ix- yo^.cllsl., 91Cf < �cr ar ti,� ISS w wl., �c 1 cr 6Ctitc ll� �a„�lecl Sw r. A- f4 4 A- 17 YjCrc.rc.> ra�Cr lile•c+�1b,� .. , ( 2 /ayC/I� PQr7Cr eri �eror ceverIn it'�7 e-t-h Cr Analyses: PCM PLM TEM Lead PCB Mold Other- varw eM:....w-tan.L►ACt <hinnmi hv.rnnrior E no APPENDIX 1 - HAZMAT REPORT 11 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 +.-�a.v nvxun oaa ve i-wt t Hermon ^ W"09-1064 Woreestcr a 978.685.4172 Lawrence www-m adinlead cora mmleadCa�vertz�tr.net gage 1 Of 6 RENVOVATION REPAIR AND PAINTING ASSESSMENT REPORT FORM This RRP Assessment Report is being generated for renovation,repair and painting work only. DO NOT DELEAD BASED ON THIS REPORT.A licensed lead inspector must do a full inspection in order foryou to delead your ' property and qualify for a Compliance Letter.Deleading of lead hazards must be performed by appropriately authorized persons, including a licensed deleading contractor,a licensed Lead-safe renovator with an additional 4-hour deleading training,or an authorized owner/agent who is trained to perform specific work as required under the Lead Law-Contact the Childhood Lead Poisoning Prevention Program for additional information regarding deleading and training call toll free: 800-532-9571 or visit the web:www.mass.gov/dph/clppp. St.# Street Name Street Type UnitlCommon Area 79 :'� w _. Cit _ ZIO Code ..� Date of Assessment: 9 / 9 / /d— Inspector's Name: Gary Marciello License# M3169 Signature:. -Testing Method Used 0 Sodium Sulfide Expiration Rate: ftK-Ray Fluorescence Model i'°M 0 Serial#: Description of Properties C ❑ Single Family ❑ Condominium ' [^Multi-Family #Units ❑ Child Occ.Facility/Daycare Description of the Area.Assessed: r T ❑ Interior of Unit B - - D ❑ Common Halls I Stairstj y M•'t•;M [Exterior 1' 1' .�. if , .... Is The Unit Occupied? . Yes C/No F1 PropertyOwner; /12tef/�� er.✓ /fsra« --�r'alC�v�i/R� µl. j•• Owner's Address: A(Street Side) .�4 4'.ly3 Floor# (interior of unit work only) Owner's Telephone; An X-ray fluorescence reading equal to or greater than 1.0 mglcmz or a positive reaction with sodium sulfide indicates a dangerous level of lead. Were Dangerous Levels of Lead found - Yes No ❑ Will The planned RRP work disturb more than 6ftz per Interior Room? Yes ❑ No ❑ Or 20 ftt per Exterior Yes 9�`No ❑ Date of Passing RRP Visual Reins action 1 inspector Name: License#: j APPENDIX 2 - RRP ASSESSMENT 1 I North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Renovation is different from deleading activities.The purpose of renovation work is to update a property and the purpose of repair work is to fix or maintain the property.The purpose of deleading.work is to remove or cover lead hazards.While soim of the activities for renovation may be the same as deleading,like window replacement and-vinyl siding,the purpose and intent of the work for deleading as well as the rules about how the work is done and who can do the work is different.Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability,and a$1,500,00.state income tax credit. It is up to an owner along with the owner's contractor(Certified Film)to inform the inspector which surfaces will be disturbed by the planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are designed to accommodate two situations: • The first 25-30 components listed in the left hand box provide a"snapshot"of a room or an exterior/outbuilding.in those instances where an entire room(or exterior area)will be renovated,this'"snapshot"will guide testing to find the most likely leaded components.If a component does not require testing because it will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box.Once the inspector has completed the"snapshot,"a decision can be made as to whether further testing is needed. If any of these components were found to contain a dangerous level of lead(see definitions below),then it can be safely assumed that components of the same type in the work area also contain lead and therefore the RRP rules must be followed. • If the"snapshot"of the area does not identify a dangerous level of lead,then the only way to rule out RRP requirements is to test all of the individual components that will be disturbed in'the work area until either a dangerous level of lead is found or all of the components are tested and found to be below the definition of a dangerous level of lead.This additional testing will be'recorded in the blank spaces.below the first 25-30 components as well as in the tight hand box.For large rooms/exteriors-that do not contain many leaded surfaces,additional RRP pages may need to be added. LOCATION Refers to the room,common area,or exterior location of the surface being assessed.See the diagram on the cover page. SIDE Refers to'A,B,C,or D side of the building or room.Seethe diagram on the cover sheet,The"A"side of the building or room is the side facing the street that gives the property its address(usually,it is the front of the building).Keeping your back to this street,from the"A"side move clockwise to the' 'B"side on your left,the"C"side opposite you,and the"D"side to the right. SURFACE Refers to the building component(s)being tested.Some surfaces may be.made up of more than one part,For example, "Baseboard"lmay refer to four separate pieces of wood-(one on each wall),but is still considered one surface. It is up to the owner along with the contractor to let the inspector know which surfaces will be disturbed by the planned renovation work. LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). DANGEROUS An XRF reading equal to or greater than 1.0 mg/cm2 or a positive reaction with sodium sulfide indicates a dangerous LEAD LEVEL level of lead.When the"Y"is circled then,the RRP*Rules will apply if the workmill disturb more than 6 ft 2 per room interior or 20 ft 2 per exterior,or the planned work includes window replacement or surface demolition. DUST TAKEN An owner,along with a Certified contractor(or rental property with a licensing waiver)may choose to have dust wipes taken to ensure that the area is clean.If wipes are taken,then deleading clearance levels must be achieved.These levels are as follows: Floor<40 ug/h2;Window Sill<250 ug/fe;Window Well<than 400 ug/ff,2 Some other quick information for RRP Rules VS Deleading: RRP Rule Deleading Rules Inspection Requirements Assume Lead;Lead Cheelr or RRP Assessment by lic.ins ector Comprehensive Initial Inspection by lic.ins ector Training/Licensing . Contractor and Rental Property Owners must be Certified Firm, Licensed Delcader,Licensed Lead Safe Renovator with Requirements with employees as Certified Individuals or Trained Workers additional 441r training,Authorized Oyvnei-or Agent(moderate risky low risky encapsulation,or combination) Notification Requirements EPA Renovate Right Brochw-c with Signatures owners/occupants IO-Day Deleading Notification Occupancy Restrictions Out of the Work Area(generally room(s)where work is high or moderate risk work including window replacement occurring) requires occupants to be relocated until passing reinspection Reinspection Cleaning Verification procedure with option of Reinspection and Reinspection and dust wipes are mandatory Dust Wipes Documentation Certified Firm resuonsible for malntalnine VRriety of documents Lic.lusnector resnonslble for collecting invoices and lssuina APPENDIX 2 - RRP ASSESSMENT 2 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Address =�r3,,, y, _ :" .C�.9 .S'f" Apt.# City / C71.�' /y Location:' Porch Exterior A 'C D Garage Outbuilding DANGEROUS DANGEROUS SIDE SURFACE LEAD COMMENTS SIDE SURFACE LEAD COMMENTS LEAD LEVELLEAD LEVEL Siding Storm Door Y Comer Boirds Y Door Y Lower frim Y DoorCesing Y UpperTrkn Y Door Jamb Y Foundation Id ,C Y Threshold Y Storm Door Y Kickplets Y Door Y Storm Door Y Door Casing {y , Y Door Y DoorJamb d,a Y Door Casing Y Threshold Y DoorJamb Y Kicicplato . Y Threshold Y Window SM Y, Y win Caft Y /r windows"' 2-0/ Y Window Sash• Y win Casing Y CalharWin SIR Y 100 Window Sash Y Cel Win Sash Y Window SIR Y Cel Win Frame Y Win Casing . Y Screen Frame Y window Sash Y Newel post Y Wladow Slll Y Rolling Cap p . Y Win Casing Y Handrall Y Window Sash Y Balusters Y CeRar WIn Slll Y Treads .C Y Cel Wln Sash Y Risers- At. Y Cel Win Frame Y Shinger Y Screen Frame Y Floor' Y CellarWIn SM Y Bullhead J Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Lattice Y Cellar Win SIN Y V S a.p Y Cel Wln Sash Y 4)• _' Y lCall Win Frame Y Y Screen Frame Y Y Drain pipes Y Y Elec ConduR Y Y Oil Fill Pipe Y Y Overhang Tdm Y Y Y �1=y Y The Work Area was Visually Clean on_J_J,_._.,for Visual Reinspection.Start Date of RRP Work__J_L__and End Date Name of Certified Lead Safe Renovator on Site: Cert# APPENDIX 2 - RRP ASSESSMENT 3 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Address _'= °wc ry N`_ ' _ :;o �,�` .5�4 / 0 Apt # Ciiy Location; Porch- Exterior AO)C D Garage Outbuilding DANGEROUS COMMENTS SIDE SURFACE LEAD SIDE SURFACE LEAD DANGEROUS LEAD LEVEL LEAD LEVEL COMMENTS Skiing Storm Door Y Comer Boards Y Door Y Lower Trim Y Door Casing •Y UpperTdm Y Door Jamb Y Foundation Y Threshold Y Storm Door 0.D Y Wwlate Y Door Y Sro(m Door Y Door Casing Q. Y Door Y Door Jamb ID-D Y Door Casing Y Threshold 0 . Y Door Jamb y Illckplate Y Threshold Y Window Sill Y Kickplate Y Win Casing Y Windowsill y Window Sash Y Win Casing CallerWinslil .Y WindawSash Y Cel Win Sash Y Window SM Y Cal Win Frame Y Win Cas(ng Y Screen Frame Y Window Sash Y Newel post Y Window SUI Y Railing Cap Y WirtCasing Y Handl Y Window Sash Y Balusters Y Collar Wirt 811 Y Treads .C Y Cal Win Sash Y Risers Y Cel Win Frame Y Stringer Y Sam Frame Y Floor Y Cellar Win$IU Y Bulkhead Ce!Win Sash Y Fences Y Cel Win Frame -Y Shutters Y Screen From Y Latilco Y Cellar Win SHI Y C Y- Cel Win Sash Y Y Cel Win Frame Y Y Screen Frame y . Y Drain Pipes d. Y Y Efec Conduit • Y Y OU Fill Pipe Y Y Overhang Trim • Y Y Y Y Y The Work Area was-Visually Clean on_J__for Visual Reinspectlon,Start Date of RRP Work and End Date—J—J_ Name of Certified Lead Safe Renovator on Site: : Celt# Rr6f rleenrinfinn of fhn D.,W]..«W-1, LL-W__1. A---. APPENDIX 2 - RRP ASSESSMENT 4 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Address vZ/ �9L /� S A .# City 1"ieP4/1- Location: Porch Exterior A B CO) Garage Outbuilding DANGEROUS DANGEROUS COMMENTS SIDE SURFACE. LEAD AD LEAD LEVEL COMMENTS SIDE SURFACE LELEAD LEVEL Siding Y Skim Door Y Comer Boards Y Door Y . Lower Trim Y Door Casing Y Upper Trfm Y DoorJamb Y FoundationC Y Threshold Y Storm Door p. Y Kfckplate Y Door Y Storm Door Y Door Casing Y Door Y DoorJamb 0 V Y Door Casing Y Threshold 0-.2 Y DoorJamb Y Mob . Y Threshold Y Window Sill Y Ki—plate Y Win Casing YD Window SIH Window Sash • Y rxa Win Casing Cellar Win SIH Y I'" Window Sash Y Cel Win Sash .Y Window SRI Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y Newel post Y Window SIII Y Railing Cap' Y Win Castng Y Handrail Y . Window Sash Y Balusters Y Cellar Win SIII Y Treads C Y Cel Win Sash Y Risers f. Y Cel Win Frame Y Skinger . Y Screen Frame Y Floor Y CellarWln SIII Y Bulkhead . Cel Win Sash Y Peaces, Y Cal Win Frame Y Shutters Y Screen Frame Y Lattice Y Cellar Win SIII Y dR At'ENC Y Cel Win Sash Y Y Celft FrameY Y Screen Frame Y Y Drain Pipes Y Y Elao Conduit Y Y Oil Fill Plpe Y Y lOverhanqTdrn Y Y Y Y Y rae Work Area was Visually Clean on__-_l—J_for Visual Reinspection.Start Date of RRP Work.— J—J,.•_,and End Date_J _Jme ofCertified lead Safe Renovator on Site: ; Cert#Ilef eenarnfinn i APPENDIX 2 - RRP ASSESSMENT 5 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Address 'Rl .��9 L�J�/'Jf� Sy Apt,# City 'ell 647 . LFn on: Porch Exterior A.BPD Garage Outbuilding RFACE LEAD DANGEROUS COMMENTS DANGEROUS LEAD LEVEL SIDE *SURFACE LEAD LEAD LEVEL COMMENTS Storm Door Y Boards Y Door Trh Y Y Trim Y Door Casing y Doorjamb Y tion Y Threshold oor. ¢ Y Y Y Y asing Y ormDoor Ymb Y Door Y Threshold Door Casing Y Y Door Jamb y Kfdcplate Y � . :Threshold Window Slil Y Y 9Qcl�late Y Window Sash Win Casing Y Window Sm Cellar Win SillWin Casing . y Y Window Sash . Cel MR Sash Y Y Window SN Y Cel Win Pismo Y Win Casing Y Sween Frame Y Window Bash Newel post Y Y Window Sid Rolling Cap y Y Win Casing y Handrail Y Window Sash Balusters Y Y Cellar Win SRI Y Treads Y Cel Win Sash Risers .C y Y Cat Win Frame Y stringerY Screen Frame Floor Y Y Cellar Win SIR Y Bulkhead Cel Win Sash . Fences Y Y Cel Win Frame Y Shutters Y Screen Frame . Lattice Y Y Cellar Wln SIR S v 't? 0 Y Y Cel On Sash Y Y Cel Win Frame Y Y Sween Frame Y Y Drain pipes .0 Y Y Efeo Conduit y Y on Fill Pipe Y Y Overhang Trim y Y ' y Y -Y The Work Area was Visually Clean on,J_! for Visual Reinspection.Start pate of RRP Work �] Name of Certified lead Safe Renovator an Sffe: --�--- �d End Date yJJ Cert# • BfIAf Mr nrinfinn of thu PAnnvntinn Remi, nr D*;nf;n 1AI-6 il.,i T 4 1fl - L,SAO—. _. APPENDIX 2 - RRP ASSESSMENT 6 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 617.737-2514 Boston 855-4114011 Belmont 978-809-1064 Worcester' 9786854172 Lawrence www mandmlead coin mmleaditeriaon.net Page 1 Of f� RENVOVATION REPAIR AND PAINTING ASSESSMENTAEPORT FORM This RRP Assessment Report is being generated for renovation,repair and painting work only. DO NOT DELEAD BASED ON THIS REPORT.A licensed lead inspector must do a full inspection in order for you.to delead your property and qualify for a Compliance Letter. Doleading of lead hazards must be performed by appropriately authorized persons, including a licensed-deleading contractor,a licensed lead-safe renovator with an additional 4-hour deleading training;or An authorized owner/agent who is trained to perform specific work as required under the Lead Law.-Contact the Childhood Lead Poisoning Prevention Program for additional information regarding deleading and training call toll free: 800-532-9571 or visit the web:*www.inass.gov/dph/cippp. St.# Street Name Street Type UnitlCommon Area Ci Zip Code � . Date of Assessment:. 9 / //T Inspector's Name: Gary Marciello License# M3169 , Signature: , ftyuu Testing Method Used ❑ Sodium Sulfide Expiration Date: X-Ray Fluorescence Model:. Serial#: Description of Properties C Single Family ❑ Condominium [rMulti-Family #Units (0 0 Child Occ.FacllltylDaycare Description of the Area Assessed: ,• F1 Interior of Unit B .r -.a?.. ❑ Common Halls I stairs [ Exterior ,. ..... . X Is The Unit Occupied? S-6 7 p Yes No ❑ p/ 5& Property Owner: IPJ vf, d/ � YI- '.' ,. ...._ -. ..... ... . Owner's Address: ,Pica,Jays A(Street Side) Floor# (interior of unit:work only) Owner's Telephone: - v �:- 3 y��3 An X-ray fluorescence reading equal to or greater than 1.0 mglcm2 or a positive reaction with sodium sulfide indicates a dangerous level of lead. Were Dangerous levels of Lead found Yes No ❑ Will The planned RRP work disturb more than W per.Interior Room? Yes Q No ❑ Or 20 ft2 pet Exterior Yes [�r No ❑ Date of Passing RRP Visual Re-inspection I I Inspector Name: License#: Si nature' 0 , APPENDIX 2 - RRP ASSESSMENT 7 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Renovation is different from deleading activities.The purpose of renovation work is to update a property and the purpose.of repair work is to fix or maintain the property.The purpose of deleading work is to remove or cover,lead hazards.While some.ofthe activities for renovation may be the same as deleading,like window replacement and vinyl siding,the purpose and intent of the'work for deleading as well as the rules about how the work Is.done and who can do thework is different.Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability,and a$1,500.00 state income tax credit. It is up to an owner along with the owner's contractor(Certified Firm)to inform the inspector which surfaces will be disturbed by the planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are designed to accommodate two situations: • The first 25-30 components listed in the left hand box provide a"snapshot"of a room or an exterior/oi:tbuilding.In those instances where an entire room(or exterior area)will be renovated,this"snapshot"will guide testing to find the most likely leaded components.If a component does not require testing because It will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box.Once the inspector has completed the"snapshot,"a decision can be made as to whether further testing is needed.If any of these components were fourid to contain a dangerous level of lead(see definitions below),then it can be safely assumed that components of the same type in the work area also contain lead and therefore the RRP rules must be followed. • If the"snapshot"of the area does not identify.a dangerous level of lead,then the only way to rule out RRP requirements is to test all of the individual components that will be disturbed in the work area until either a dangerous level of lead is found or all of the components are tested and found.to be below the definition of a dangerous level of lead.This additional testing will be recorded in the blank spaces below the first 25-30 components as well as in the right hand box.For large rooms/exteriors that do not contain many leaded surfaces,additional RRP pages may need to be added. LOCATION Refers to the room,common area,or exterior location of the surface being assessed.See the diagram on the cover page. SIDE Refers to A,B,C,or D side of the building or room.Seethe diagram on the cover sheet.The"A'side of the building or room is the side facing the street that gives the property its address(usually,it is the front of the building).Keeping your back to this street,from the"A"side move clockwise to the"B"side on your lest,the"C":side opposite you,and the"D"side to the right. SURFACE Refers to the building components)being tested.Some surfaces may be made up of more than one part.For example, "Baseboard"may refer to four separate pieces of wood(one on each wall),but is still considered one surface. It is up to the owner along with the contractor to let the inspector know which surfaces will be disturbed by the planned renovation work. LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). DANGEROUS An XRF reading equal to or greater than 1.0 mg/ce or a positive reaction with sodium sulfide indicates a dangerous LEAD LEVEL level of lead.When the"Y"is circled then the RRP Rules will apply if the work will disturb more than d ft 2 per room interior or 20 ft 2 per exterior,or the planned work Includes window replacement or satfabe demolition. DUST TAKEN An owner,along with a Certified contractor(or rental property with a licensing waiver)may choose to have dust wipes taken to ensure that the area is clean.If wipes are taken,then deleading clearance levels must be achieved:These levels are as follows: Floor 40 ug/ftzi Window Sill<250 ug/fe;Window Well<than 400 ugle Some other quick information for RRP Rules VS Deleadin : RRP Rule Delepding Rules Ins ectlon Requirements Assume Lead;Lead Check;or•ItRP Assessment by lie.ins ectOr Comprehensive Initial Inspection by He.Inspector Tratning/Lteensing Contractor and Rental Property Owners must be Certified Firm; Licensed Deleader.Licensed Lead-Safe Renovator with Requirements with employees as Certified Individuals or`Grained Workers additional 4-hr training,Authorized Owner or Agent(moderate risk, low risk, encapsulation,or combination) NotMeatfon Requirements EPA Renovate Right Brochure with Signatures owners/occupants 10-Day Deleading Notification Occupancy Restrictions Out of the Work Area(generally room(s)where work is High or moderate risk work including window replacement occurring) requires oecu ants to be relocated until passing reinspection Reinspections Cleaning Verification procedure with option of Reinspection and Reinspection and dust wipes are mandatory Dust Wipes Documentation:� Certified Firm responsible for maintaining variety of documents Lie.Inspector responsible for collecting invoices and issuing APPENDIX 2 - RRP ASSESSMENT 8 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Address a Z—A10,od Apt.# city /L °r� it/b4U te- Location: Porch Exterio C D Garage Outbuilding DANGEROUSDANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS Skiing Storm Door Y Comer Boards Y Door Y LowerTrim Y Door Casing Y Upper Trim Y Door Jamb Y Fotuidatlon ,� Y Threshold Y Storm Door Y Klckpiate Y Door Y Q Storm Door Q.a Y Door Casing Y +' Door Y Door Jamb Y Door Casing Y Threshold Y Door Jamb .. 4P.0 Y Kickplate Y Threshold p.$. Y Window SINKlckplate Y Y Win Casing Y Window SIII Y Window Sash Y Win Caft Y Cellar Win Sill Y Wlndow.Sash Y Cel Win Sash Y Window SNI Y Cel Win Frame4 YWin Casing -Y Screen Frame Y Window Sash Y Newel post Y Window SIN Y RadlN.Cap Y Wln Caskrg Y Handrail Y Window Sash Y 6alustere Y CellarWin SIN A Y Treads C Y Cel Wil Sash Y Risers G Y Cel Win Frame Y Strinaer Y Screen Frame Y Floor Y CeNar Win SYN Y Bulkhead 4 Cel Win Sash Y Fences Y lCalUnFiame Y Shutters Y• IscreenFrame, Y Ldb Y lCefferMnSill Y Y CeI win Sash Y o5f/ CE 5'ib"Y6 a. Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes Y Y Elec Conduft Y Y loll FNI Pipe Y Y Overhang Trim 'Y Y Y Y Y [Brief e Work Area was Visually Glsan ori __J_ !for Visual Reinspecdon.Start Date of RRP Work—J—J—and End Date_jLJame of Certified lead Safe Renovator on Site: CertDescription of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 9 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 awNwavn Wrunr .wit v«v Address r gt4/9 fjl!//f�/ �/ Apt:# Location: - Porch Exterior B D Garage Outbuilding DANGEROUS DANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SlQing Storm Door Y Comer Boards Y Door 4 Y LowerTdm Y DoorCosing Y UpparTrim Y Dow lamb Y Foundation Y Ttmhold Y Stone poor 0. Y ate Y (. Door Y Slorm Door Y Door Casing Y Door Y Poor Jamb p:( Y Doorpasing Y Threshold .. b .t) Y Door Jamb Y Kiclgrlate Y Threshold Y Window SIH Y KRdcpiate Y Win Casing Y . Q Window$91 Window Sash Y V Win C034 , Y Cellar Win SHI, Y t"f� Window Sash Y Cel Win Sash Window SNI Y Cel Win Frame Y Win Casing Y Sween Frame. Y Window Sash Y "!.Post Y Window 611 Y Balling Cap Y Win CasingY Handrail Y Window Sesh Y Balusters Y Collar Win SHI Y Treads Y Cel Win Sash Y fters Y Cel Win Frame Y Stringer Y Screen Frame Y Floor Y CellarNn SIII Y Bulkhead 0.1 Cel Win Sash Y Formes Y Cel Win Frame •Y Pullers Y Screen Frame Y Latuce Y Cellar Win SHR Y saw 4ez S1z"'; ' 0:16 Y Cel No Saah -Y Y Cel Win Frame Y Y Screen Frame Y Y •.,p Drain Pipes,® 0"a Y Y Sao Conduit Y Y Oil Fig Pipe Y Y Overhang Trim Y Y Y Y Y The Work Area was Visually Clean on /_/for Visual Reinspection.Start Date of RRP Worst/_!and End bate__J_J_ Name of Certified Lead Safe Renovator on Site: Cert# Brief Description of the Renovation,Repair,or Painting Work that Took Place in the Work Area: APPENDIX 2 RRP ASSESSMENT 10 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 uw.prxau�i tpiuur .�-^ Address .29 104 2 b drJ>'il 6 f- Apt.# Cay 41101kA/l �1SUlf� Location: Porch Exterior A B D Garage " ' Outbuilding SIDE SURFACE LEAD DANGEROUS COMMENTS SIDE SURFACE ' LEAD 'DLEADANGEROUS COMMENTS LEAD LEVEL LEVEL Siding Storm Door Y Comer Boards Y Door Y LowerTrlm Y Door Casing Y UpperTrim Y Door Jamb Y Foundation G Yoh Y Storm Door .. Y Y Door Y Storrs Door Y Door Casing p• Y Door Y Door Jamb p.0 Y Door Casing Y Threshold — 0 -P Y DoorJamb Y Kickplate Y Threshold Y Window$11 Y Klckplate Y Win Casing Y G Window Sill a,q Y Wfndow Sash Y Win Casing Y Cevar Win Sill Y Window Sash Y Cel Win Sash Y Window Sill Y Cel win Frame Y Jan Casing Y Screen Frame Y lWindow Sash Y Newel p Y Window Sill Y RallkV Cap C. Y Win Casing Y liandral Y Window Sash Y Balusters .Y Celar Win$111 Y Treads Y Cel Win Sesh Y Risers Y Cel Win Frame Y Stringer Y Screen Frame Y Floor Y Celbr.Wtn Sit Y Bulkhead Win Sash Y Fanoss. Y Cel Win Frame Y Shutters Y Screen Frame Y Last] Y Cellar Win Sill Y S fl ,S b Y Cel Win Sash .. Y �x .4t Sini,riG O o' Y Cot Win Frame Y Y Sween Frame Y Y Drain Pipes .p Y Y Eleo Conduit Y Y 01 FIII Pipe Y Y Overhang Trim Y Y Y Y Y The Work Area was Visually Clean on-J-J—for Visual Reinspection.Start Dale of RRP Work_._!_J and End Dai Name of Certified Lead Safe Renovator on Site: : Cert# Brief Descriotlon of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 11 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 vc+w Address q ''/,z i� Sf Apt.# City /&&ej 1Y Location; Porch Exterior A B C Garage Outbuilding DANGEROUS DANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS Siding Y Storm Door Y Coiner Boards Y Door Y LowerTrim Y Door CasN Y Upper Trim Y DoorJamb Y Foundation Y Threshold Y Storm Door 0. 1 Y wpmte Y Door Y Storm Door Y DoorCastrrq 04' Y Door Y Door Jamb 0. 11 Y DoorCasing Y Threshold 0 .0 Y DoorJamb Y Klcliplate Y Threshold Y Window SRI Y Klckplate Y Win Casing Y Window Sill Window Sash Y Win Casing Geller Win SIR Y t'r1Z.Window Sash Ll Y Cel Win Sash Y Window SIR Y Gel Win Frame A Y Win Casing Y Screen Frame Y Window Sash Y Newel post Y Window SRl Y Railing Cap 0. Y. Win Casing Y Handrall Y Window Sash Y Bahrsters Y Cellar Win SIR Y Treads C Y Cel Win Sash Y Risers C Y Cel Wht Frame Y Stringer . Y IScreen Frame I Y Floor Y 10eliarft SR Y 9ulkhead Cel Win Sash Y Fences Y Cat Win Frame Y Shutters Y Screen Frame Y Lattice Y Cellar Wln SRI Y - tO aA ' 0-0. Y Cel Win Sash Y cE S/b"V D Y Cel Win Frame Y �._._Y Screen Frame Y Y Drain Pipes p V Y Y Eleo Conduit Y Y 011 FRI Pipe Y Y Overhang Trim Y Y Y Y Y The Work Area was Usually Clean on_J_.J for Visual Reinspection.Start Date'of RRP Work._,_J_J and End Date,J_/ Name of Certified Lead Safe Renovator on Sita; Cert# Brief Description of the Renovation,Repair,or Painting Work that Took Place in the Work Area; APPENDIX 2 - RRP ASSESSMENT 12 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 .. ✓, uuawu uueca,"ar►Ac.ea:e,Iran.VA0. .r . 617437-2514 Boston " 855-411-1011 Belmont a 978-809-1064 Woneter '' 978.685.417E Lawrence ' www.mn�r rlmlecrd cym mnrl¢atKa�verizo page 1 Of RENVOVATION REPAIR AND PAINTING ASSESSMENT REPORT FORM This RRP Assessment Report is being generated for renovation,repair and painting work only. DO NOT DELEAD BASED ON THIS.REPORT.A licensed lead inspector must do a full inspection'in order for you to delead your property and qualify for a Compliance better. Deleading of lead hazards must be performed by appropriately authorized persons, including a licensed deleading contractor,a licensed lead-safe renovator with an additional 4-hour deleaftg training,or an authorized owner/agent who is trained to perform specific work as required under the Lead Law.Contact the Childhood Lead Poisoning Prevention Program for additional information regarding deleading and training call toll free: 800-532-9571 or visit the web:www.mass.gov/dpb/Clppp- St.# Street Name Street Type UnitlCommon Area 2city Zip Code REY FAssessment: Inspector's Name: Gary Marciello License# M3169 Signature: Testing-Method Used ❑ Sodium.Sulfide Expiration Date: X-Ray Fluorescence Model: yN, Serial#: Description of Prope ties ' C ❑ Single Family .❑ Condominium Q Ulti•Famfly #Units - ❑ Child Occ.Facility/Daycare -I:' Description of the Area Assessed; w - a B .. Interfor of Unit � , F1 .Common Walls l Stairs "� : ' .. @.-*Exterlor =:: Is The Unit OccupleO Yes &,No [] _ - ' Property Owner: �GiS�iusrx��rC ►p - Owner's Address: k; A(street Side) 6V- p/Y y Floor# (interior orunit work only) Owner's Telephone: An X-ray fluorescence reading equal to or greater than 1.0 mglcm2 or a positive reaction with sodium sulfide indicatet a dangerous level of lead. Were Dangerous Levels of Lead found Yes. No ❑ Will The planned RRP work disturb more than 02 per Intedoe Room? Yes ❑ No WrUr 20 W per Exterior Yes @/No ❑ Date of Passing RRP Visual Re-inspection 1 l Inspector Name: License#: SinnnhIra• APPENDIX 2 - RRP ASSESSMENT 13 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Renovation is different from deleading activities.The purpose of renovation work is to update a property and the purpose of repair work is to fix or maintain the property.The purpose of deleading work is to remove or cover lead hazards.While some of the activities for renovation may be the same as deleading,like window replacement and vinyl siding,the purpose and intent of the work for deleading as well as the rules about how the work is done and who can do the work is different.Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability,and a$1,500.00 state income tax credit. It is up to an owner along with the owner's contractor(Certified Firm)to Inform the inspector which surfaces will be disturbed by the planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are.designed to accommodate two situations: • The first 25-30 components listed in the left hand box provide a"snapshot"of a room or an exterior/outbuilding.In those instances where an entire room(or exterior area)will be renovated,this"snapshot"will guide testing to find the most likely leaded components.if a component does not require testing because it will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box.Once the inspector has completed the"snapshot,"a decision can be made as to whether further testing is needed.if any of these components were found to contain a dangerous level of lead(see definitions below);then it can be safely assumed that components of the same type in the work area also contain lead and therefore the RRP rules must be followed. • If the"snapshot"of the area does not identify a dangerous level of lead,then the only way to rule out RRP.requirements is to test all of the individual_components that will be disturbed in the work area until either a dangerous level of lead b found or all of the components are tested and found to be below the definition of a dangerous level of lead.This additional testing will be recorded in the blank spaces below the fast 25-30 components as well as in the right hand box.For'large rooms/exteriors that do not contain many leaded surfaces;additional RRP pages may need to be added. LOCATION Refers to the room,common area,or exterior location of the surface being assessed.Sea the diagram on the cover page. SIDE Refers.to A,B,C,or D side of the building or room.See the diagram on the cover sheet.The"A"side of the building or room is the side facing the street that gives the property its address(usually,it is the front of the building).Keeping your back to this street,from the"A".side move clockwise to the`B"side ori your left,the"C"side opposite you,and the"D"side to the right. SURFACE Refers to the building component(s)being tested.Some surfaces may be made up of more than one part.For example, "Baseboard"may refer to four separate pieces of wood(one on each wall),but is still considered one surface. It is up to the owner along with the contractor to let the inspector know which surfaces will be disturbed by the planned renovation work. LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). DANGEROUS An XRF reading equal to or greater than 1.0 mg/cm2 or a positive reaction with sodium sulfide indicates a dangerous LEAD LEVEL level of lead.When the"X"is circled then the RRP Rules will apply if the work will disturb more than 6 ft 2 per room interior or 20 R2 per exterior,or the planned work includes window replacement or surface demolition. DUST TAKEN An owner,along with a Certified contractor(or rental property with a licensing waiver)may choose to have dust wipes taken to ensure that the area is clean.If wipes are taken,then deleading clearance levels must be achieved,These levels areas follows; Floor<40 ug/fe;Window Sill<250 ug/fe;Window Well<'than 400 ug/ft.2 Some other quick information for RRP Rules VS Deleadin : RRP Rule Defending Rules In cellon Re uirements Assume Lead;Lead Check;.or RRP Assessment by.lie.ins o ector Comprehensive Initial Inspection lie.Inspector Training/Licensing Contractor and Rental Property Owners must be Certified Firm, Licensed Deleader;Licensed Lead-Safe Renovator with Requirements with employees as Certified Individuals or Trained Workers additional 4-hr training,Authorized Owner or Agent(moderate. risk, !ow risk, encapsulation,or combination) Notification Requirements EPA Renovate Right Brochure with Signatures ownersloceupants 10•Da Deleadiag Notification Occupancy Itestrtetions Out of the Work Area(generally room(s)where work is High or moderate risk work including window replacement occurrin r uires occupants to be relocated until passing reinspection Reinspections Cleaning Verification procedure with option of Reinspection and I Relnspecdon.and dust wipes are mandatory Duet Wipes Doeumentation: Certified Firm responsible for maintaining variety of documents Lie.Inspector responsible for collecting invoices and issuing APPENDIX 2 - RRP ASSESSMENT 14 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs,200-1 Project#196034 Address aZ �,L�.f7�YL'/s' s�� Apt. CityD.i� /� Location: Porch Exterior 8 C D Garage Outbuilding DANGEROUS DANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LCL COMMENTS Siding tY Storm Door Y Comer Boards Y Door Y LowerTrlm Y Door Casing Y UpperTdm Y DcorJamb Y Foundation C Y Threshcld Y Storrs Dootp fj Y Klckpiate Y E Y Storm Door Y. g Q.r Y Door Y p.p Y DoorCasing Y N.G Y Door Jamb Y Y ThresholdUYTWOate Y Y A Window SUI. Yesh• Y -10 Win Casing pp Y Geller Win SRI Y WlndowSash Ij Y Cel Win Sash Y Window SUI.' Y Cel Win Frame Y Wirt Caft Y Screen Frame. Y Window Sash Y , Newel post Y Window Sill Y RaAUnq Cap Y Win Casing Y Handrail Q . Y. Window$ash Y Balusters Y CeII&Win Sill Y Treads fl.0 Y Cel Whi Sash Y RGsers Y Ce[Win Frame Y Stringer Y Screen Frame Y Floor Y Cellar Win SUI AY Bulkhead Cel Win Sash Y Fences Y Cal Win Frame Y Shutters Y Screen Frame Y Y CellarWin SIU Y LatticeV DRtS 0 t3 Y Cel Win Sash Y SIaN+'� O Y Get Wm Frame Y Y Screen Frame Y Y Dreln Pipes _ p.p Y Y Eleo Condult _ Y Y OU IM Plpe Y Y Ovefiang Trim Y Y• Y Y Y The Work Area was visually Clean on 1_J for Visual Reinspection.Start Date of RRP Work -.J=J_and End Date__J_J_ Name of Certified Lead Safe Renovator on Site: Cert# Brief Descrintton of the Renovation,Repair,or Painting Work that Took Place in the Work Area: _ APPENDIX 2 - RRP ASSESSMENT 15 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 uwFs.nvu Address '� ,e f' Apt.# city - Location: Porch Exterior A& D Garage Outbuilding DANGEROUS DANGEROUS SIDE SURFACE ' LEAD LEAD LEVEL COMMENTS SPE SURFACE LEAD LEADLEVEL COMMENTS Siding $.s Y Storm Door Y Comer Boards Y Door Y L.owerTdm Y Door Casing- Y UpperTrim Y Door,lanb Y Foundation e. Y Threshold Y Storm Door .p Y Wets Y Door Y Storm Door Y DoorCaslng d. ( Y Door -Y ' DoorJamb 4&.o Y Door Casing Y Threshold 0.). Y Door Jamb 'Y ; Klckplate 0. Y Threshold Y Window SIII Y Klckplate Y Win Cssing Y Window SIII Y Window Sash Y Win Casino Y Cedar Wln SIII Y Window Sash Y Cel Wirt Sash Y Window Stil Y Cel Wln Frame Y Win Caskng Y Screen From Y Window Sash Y Newel post Y Window SHI Y Balling Cap 0 .G Y Win Casing Y Ftandmil iz Y lWindow Sash Y Balusters Y lCelarWinSIR Y Treads. Y Cel Win Sash Y Risers M.C Y Cel Win Frame Y Stdnger Y Screen Frarr� Y Floor Y CeliarWln Sill Y Bulkhead Cel Wan Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Y Cellar Win S11I Y S v �'S cD• Y Cel on Sash Y v,s RAE S/D,Wd 0-A Y led Win Frame Y Y IScosen Frame Y Y JDraln Pines Y Y Eleo Conduit Y Y Oil Fill Pipe Y Y - Overhang Trim Y ' Y Y Y r e Work Area was Visually Clean on_--J_J for Visual Reinspectlon.Start Date of RRP Work._J_--J._..and End Date--_J_.J_ Name of Certified Lead Safe Renovator on Site: Gert# Brief Description of the Renovation,Repalr,or Painting Work that Took Place in the Work'Area: APPENDIX 2 - RRP ASSESSMENT 16 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 mspmuir t}numl Apt.# City 'M Location:-. Porch Exterior A B C Garage Outbuilding DANGEROUS SIDE SURFACE' LDANGEROUS EAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS Siding Y Storm Door Y Cotner Boards Y Door Y LowerTdm Y DoorCesing Y UpperTrho Y Door Jamb - Y Foundation G Y Threshold Y Storm Door p. Y Wkplate Y Door Y Storm Door Y Door Casing 0 D Y Door Y Door Jamb p. Y Door Casing Y Threshold O • Y Doorjamb . Y Wckplate Y Threshold Y Window Sill Y IClckplate Y Win Casing -Y Window Sill Window Sash Y Win Casing g. Cellar Witt Sip Y 14 Window Sash Y Cel Win Sash Y Window SIII Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y Newel dost Y Windowsill Y Railing Cap Y Win Casing Y Handrail Y Window Sash Y Balusters Y Cellar Win Sill Y Treads .0 Y Cel Win Sash Y Risers 11111 -C Y Cel Wh Frame Y Stringer Y Screen Frame Y ... Y Cellar Win SIII Y F Bulkhead Cel WinSash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y L (* Y CellarWInSM Y d,¢ "15;011146 ': Y Call Wim Sash Y Y Cel Win Frame Y Y Screen Frame ' Y Y Drain Pipes 49.0 Y Y Elea Conduit Y Y 01 Fill Pipe Y Y Overhang Trim Y Y Y Y. Y The Work Area was Visually Clean on 1`1.-._-,for Visual Reinspection,Start Date of RRP Work ._J-__l and End Date Name of Certified Lead Safe Renovator on Site: Cert# Rriaf ncwrrintlnn of the Renovation.Repair,or Painting Work that Took Place In the Work Area: i APPENDIX 2 - RRP ASSESSMENT 17 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 11161JtlLitU1 I t�l II1l' .-••�R •--• . Address °� • /�. /`�/��/•S Apt.#. C(ty i►�c�t�.�' .�•�/15�d�� Location: Porch' Exterior A B D Garage Outbuilding. DANGEROUS DANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD . LEAD VEL COMMENTS Siding. 1 Storm Door Y Cbmer Boards Y Door Y LowerTrkn Y DoorCesing Y Upper Trim Y Door Jamb Y Foundation Y Threshold Y Stomp Door V.p Y Kickplate Y Door Y Storm Door Y Door Casing Y Door Y DoorJamb p.Q Y Door Casing Y Threshold '. Y DoorJamb Y. Kickplete Y Threshold Y Window SBI I Y Kickplate Y In Casing Y w(*w Sin �.. Window Sash Y Win Casing Cellarmn SBI Y tfi Window Sash Y Cel Win Sash Y Window SIB Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y Newel post . Y Window SIII Y Railing Cap Y Win Casing Y Handrail Y Window Sash Y Balusters Y CeilarWlnSill Y ' Treads 94 Y Cel Win Sash Y Risers Alf.0 Y Cal Win Frame Y Slinger Y Screen Frame Y Y Floor Y Cellarmn SBI Y Bulkhead Cel Win Sash Y Fences Y Cel VIM Frame Y Shutbers Y Screen Frame Y LaNce Y Cellarft SIB Y Y Cel Win Sash Y a S�w�G p• F-. Y Cel Win Frame Y Y Screen Frame Y IIS Y Draln Pipes Y• Y Elec ConduR Y Y Oh Fill Pipe Y Y Overbang Trim Y Y Y Y Y The Work Area was Visually Clean on�-J-for Visual Reinspection.Start Date of RRP Work•_/._.J and End Date ..J. Name of�Codifed lead Safe Renovator on Site: Cert# Brief Descriotion of the Renovation,Reps&',or Painting Work that Took Place in the Work Area: APPENDIX 2 - RRP ASSESSMENT 18 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 vvy uaa n a uu+.c,naA V UYJ i 617-737-2314 Boston "855.411-1011 Belmont•978.809.1064 Worcester " 979.054172 Lawrence WWW.ntanAYead coni tnmlead®verizon.net Page I. 'of RENVOVATION REPAIR AND PAINTING ASSESSMENT REPORT FORM This RRP Assessment Report is being generated for renovation,repair and painting work only. DO NOT DELEAD BASED ON THIS REPORT.A licensed lead inspector must do a full inspection in order far you to delead your property and qualify for a Compliance Letter. Deleading of lead hazards must be'performed by appropriately authorized persons, including�a licensed deleading contractor,a licensed lead-safe renovator with an•additional4-hour deleading training,or an authorized.owner/agent who is trained to perform specific work as'required under the Lead Law.Contact the Childhood head Poisoning Prevention Program for additional information regarding deleading and•training call toll free: 800-532-9571 or.Asit the web:vcnvw.mass.gov/dph/cippp. St.# :. Street Name . Street Type Unit/Common Area - s�- �----- city ZIP Code Date of Assessment: Inspector's Name: Gairy Marciello Licefse# M3169 Signature: �(,t. Testind Method Used ❑ Sodium Sulfide Expiration Date: ! / [ X-Ray Fluorescence Model: Serial Description of Properties C ❑ Single Family NM�; El Condominium Multi-Family #Units ❑ Child Occ.Facility/Daycare Description of the Area Assessed, 'y -:'• Y ' ❑ Interior of Unit B ': - ~^ D ❑ Common Halls l Stairs ® Exterior ' Is The Unit Occupied? Yes No ❑ �7�'> /,t67 - Property Owner: Ve� IJI L, � ' Owner's Address: �►"' tr�K! A(Street Side) Floor# (interior of unit work only) Owner's Telephone; testa- 3931 An X-ray fluorescence reading equal to or greater than 1,0 mglcm2 or a positive reaction with sodium sulfide Indicates a dangerous level of lead. Were Dangerous Levels of Lead found Yes [ No ❑ Will The planned RRP work disturb more than 6ftz per Interior Room? Yes ❑ No ❑ Or 20 ft2 per Exterior Yes o p �'N ❑ Date of Passing RRP'Visual Re-inspection l l . Inspector Name: License#; t Sianature: APPENDIX 2 - RRP ASSESSMENT 19 i North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Renovation is different froth deleading activities.The purpose of renovation work is to update a property and the purpose of repair work is to fix or maintain the property.The purpose of deleading work is to remove or cover lead hazards.While some of the activities for renovation may be the same as deleading,like window replacement and vinyl siding,the purpose and intent of the work for-deleading as well as the rules about how the work is done and who can do the work is different.Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability,'and a$1,500.00 state income tax credit. It is up to an owner along with the owner's contractor(Certified Firm)to inforrh the inspector which surfaces will be disturbed by the planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are designed to accommodate two situations: • The first 25-30 components listed in the left hand-box provide a"snapshot"of a room or an exterior/outbuilding.In those instances where an entire room(or exterior area)will be renovated,this"snapshot"will guide testing to find the most likely leaded components.If a component does not require-testing because it will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box.Once the inspector has completed the"snapshot,"a decision can be made as to whether further testing is needed. If any of these components were foutid to contain a dangerous level of lead(see definitions below),then it can be safely assumed that components of the same type in the work area also contain lead and i therefore the RRP rules must be followed. • If the"snapshot"of the area does not identify a dangerouk level of lead,then the only way to rule out RRP requirements is to test all.of the individual components that wi 11 be disturbed in the work area until either a dangerous level of lead is found or all of the components are tested and found to be below the definition of a dangerous level'of lead.This additional testing will be recorded in the blank spaces below the first 25-30 components as well as in the right hand box.For large rooms/exteriors that do not contain many leaded surfaces,additional RRP'pages may need to be added. LOCATION Refers to the room,common area,or exterior location of the surface being assessed.Seethe diagram on the cover page. SIDE Refers to A,B,C,or D side of the building or room.Seethe diagram on the cover sheet.The"A"side of the building or room is the side facing the street that gives the property its address(usually,it is the Mont of the building).Keeping your back to this street,from the"A"side move clockwise to the"B"side on your lot the"C"side opposite you,and the"D"side to the right. SURFACE Refers to the building component(s)being tested.Some surfaces may be made up of more than one part.For example, "Baseboard"may refer to four-separate pieces of wood(one on each wally but is still considered one surface. It is up to the owner along wilt the contractor to let the inspector know which surfaces wi 11 be distuubed by the planned renovation work. LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). DANGEROUS An XRF reading equal to or greater than 1.0 mg/cm2 or a positive reaction with sodium sulfide indicates a dangerous LEAD LEVEL level of lead.When the"Y"is circled thea the RRP Rules will apply if the work will disturb more than 6 ft,2 per room interior or 20 ft 2 per exterior,or the planned work includes window replacement or surface demolition. DUST TAKEN An owner,along with a Certified contractor(or rental property with a licensing waiver)*may choose to have dust wipes taken to ensure that the area is clean.If wipes are taken;then deleading clearance levels must be achieved.These levels are as follows: Floor<40 ug/ft2;Window Sill<250 ug/fe;Window Well<than 400 ug/ft.2 Some other quick information for RRP Rules VS Delead'rn : RRP Rule Deleading Rules Inspection Requirements' Assume lAad;Lead Check;or RRP Assessment by lic.Inspector Comprehensive Initial laspeetfon by Ile,inspector TraininglUcensing Contractor and Rental Property Owners must be Certified Firm, Licensed Deleader,i.icensed Lead-Safe Renovator with 'Requirements with employees as Certified Individuals or Trained Workers additional 4-hr training,Authorized Owner or Agent(moderate risk, low risk, encs laden,or combination). Notification Requirements EPA Renovate Right Brochure with Signatures owners/occupants 10-Day Deleadin Notification Occupancy Restrictions. Out of the Work Area(generally room(s)where work Is High or moderate rlskwork including window replacement occurring) requires occupants to be relocated until passing reinspectlon Relnspections Cleaning Verification procedure with option of Reinspection and Reinspection and dust wipes are mandatory Dustwi es Documentation, Certified Firm responsible for maintaining variety of documents Lie.inspector responsible for collecting invoices and issuing APPENDIX 2 - RRP ASSESSMENT 20 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 urarcum�Nrnry rrvn - ....w Address �?.3r .l3 �J�1.�P!//l� .5' Apt.# City Location: Porch Exterior A BCDANGEROUS D Garage Outbuilding SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE. SURFACEE LEAD LEAD LEVEL DANGEROM COMMENTS Siding Storm Door Y Comer Boards Y Door Y LowerTdm Y Y Door Casing Y Upper Trim Y DoorJamb Y Foundallon Y Threshold Y Storm Door d. Y KtakplateY Door Y Storm poor Y Door Casing Y Door Y DoorJamb Q. Y Door Casing Y Threshold 0.y Y Door Jamb Y Kickplate Y Threshold Y Window SM! Y Kickplate . Y Win Casing Y Window SRI1 .0 Y Window Sash Y On Casing Y Cellar On Sill Y. Window Sash V L Y Cel Wirt Sash Y Window SMI Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y Newel poet Y Window$IM Y Railing Cap ( .Q Win Casing Y Handrail Y Window Sash Y Balusters Y Cellar Win SMI Y Treads .C Y Cel Win Sash Y Risers Y Cel Win Frame Y Stringer Y Screen Frame Y Floor Y Geller Win SIII Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Lattice L Y Cellar Win Sill Y 5N4211M 0.01 Y Cel Win Sash. Y Y Cat Win Frame Y Y Screen Frame Y Y Drain Popes Y Y Elec Conduit Y Y 08 Fill Pipe Y Y Overhang Y Y Y ri Y The Work Area was Visually Clean on_]_J_for Visual Reinspection.Start Date of RRP Work—J—J—and End Date J.—J Name of Certified Lead Safe Renovator on Site: Cert# Brief DescriDtlon of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 21 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Address G d GtJi 5'�'� Apt.# City- .11axAhi1/.DDd�� Location: Porch ' Exterior -B C-D Garage Outbuilding SIDE SURFACE LEAD DANGEROUS COMMENTS SIDE SURFACE LEAD DANGEROUS LEAo LEVEL LEAo I EUEL COMMENTS Siding Storm Door Y ComerAoards Door 4 Y LowerTdm Y Door Casing Y UpperTrim Y DoorJamb Y Foundation Y Threshold Y Storm Door ® Y Kkdgslale Y Door Y Storm Door Y DoorCasing 0.0 Y Door Y Door Jamb Y Door Casing Y Threshold Y DoorJamb Y Klckplate Y Threshold Y Window SBI Y Kickplate. Y W'ar Casing. Y Window SBI q 611 Window Sash Win Casing Cellar Win SBI Y window Sash Y Opl Win Sash• Y Window SIO Y Cel Wln Frame Y Win Casing Y Screen Frame Y Window Sash Y Newel post Y Window 6111 Y Railing Cap Y Win Casing Y Handrail A Y window Sash Y Balusters Y CellarWhr S01 Y Treads .Y.e- Y Cel Win Sash 'Y RIsers Y Cel Win Frame Y Stringer Y Sawn Frame Y Floor Y Cellarft SM Y Bulkhead Cel Win Sash Y Fences Y Get Win Frame Y Shutters . Y Screen Frame Y Lattice Y Gelar Win SIB y V O b YY gash Y ._ sial a/6 B l Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes 0-0, Y Y Elec Condult Y Y Of All Pipe J Y Y I Overhang Trim Y Y Y Y Y —L Jr E Work Area was Visually Clean on J—J„”for Visual Refnspectlon.Start pate of RRP Work._..J_J,_,_•'and End Datee of Certitfed Lead Safe Renovator on Site: Cert# The of the Renovation,Repair,or Painting Work that Took Place in the Work Area: APPENDIX 2 - RRP ASSESSMENT 22 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Ae— Address a7� ,�,�q1 D c5' Apt. City /V� Location: Porch Exterior A B D Garage. Outbuilding SIDE SURFACE LEAD DANGEROUS COMMENTS SIDE SURFACE LEAD DANGEROUS COMMENTS LEAD LEVEL LEAD LEVEL Siding Storm Door .Y Comer Boards Y Door Y LowerTdm Y Door Casing Y UpperTrim Y DoorJambIk Y Foundation ri Y Threshold Y Storm Door b.(J Y Iackplate Y Door Y Storm Door Y Door Cashrg 0. 1 Y Door Y poordamb 0.11) Y. DoorCasktg Y Threshold p Y DoorJamb Y Mckplate Y Threshold Y Whrdow SR Y IQckplate Y Win Casing Y ' Window SM Y Window Sash Y Win Casing Y CellarKn Sill Y Window Sash Y Cel Win Sash Y Window Sill Y Cel Win Frame Y Win Casing Y Sween Frame Y window Sash , Y Newel post Y Window Bill Y Rallorg Cap 0 Y Win Casing Y Handrail Y Window Sash Y Balusters Y Cellar Win SIII: Y Treads .C Y Cel Win Sash Y Masts Y Cel Win Frame Y Stringer Y Sween Frame Y Floor Y Celtarft SIII Y Bubead Cel Win Sash Y Fees Y Cel Win Frame Y Shutters Y Screen Frame Y Lattice Y Cellar Win Sill Y 0-0 Y Cel Win Sash Y �a��d Q.�►A Y Ce!Winme FraY Y Screen Frame Y Y Drain Pipes Y y Elec Conduit Y Y 011 Fig Pipe Y Y Overhang Trim Y Y Y Y Y The Work Area was Visually Clean on for Visual Reinspection.Start Date of RRP Work_J_1 and End Date_J-1 Name of Certified Lead Safe Renovator on Site: : Cert# Brief Description of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 23 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 VOW Address a �09 1�1�d///l/ S' - Apt.# Ciiy. f •����E� Location: Porch Exterior A B Garage Outbuilding. DANGEROUS DANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS Siding A4 Y Storm Door Y Comer BoardsY Door Y Lower Trim Y. Door Casing Y Upper Tdm Y Door Jamb Y Foundation Y Threshold . Y C Stomt Door fI Y IQckpfate Y i4aDoor Y Storm Door Y Door Casing b.l0 Y Door Y DoorJamb Y Door Casing Y Threshold 00. ! Y Door Jamb Y Kfoikplate Y Threshold Y Window 801 Y Kfokplaba Y Win Casing `! Window 301 Window Sash Y Win Casing Cellar Win Sill Window Sash y Cel Win Sash Y Window Sill Y Cel Win Frame. Y Win Casing Y Screen Frame Y Window Sash Y Newel post Y Window Sim Y Raging Cap Y Win Casing Y Handral Y Window Sash Y eafueters Y Cellar Win So Y Treads Y Cel Win Sash Y Risers .C Y Cel Win Frame Y Stringer Y Screen Frame 'Y Floor Y CellarMn Sll Y Bulkhead Co WWIn Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Latilm Y CellarWin Sill Y u d✓ '. .'• Y Cal Win Sash Y Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes L7 Y Y Elec Conduit Y Y Oil FIR fts Y Y Overhang Trim Y Y Y Y Y The Work Area was Visually Clean on—/__ / for Vlsual Reinspection.Start Date of RRP Work_.J__/and End Date_/� Name of Certiiled Lead Safe Renovator on Site: . Cert# Brief Deserlption of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 24 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 617-737-2'114 Boston "855-411.1011 Belmont * 976-809-[064 Worcester "978.685-4172 Lawrence ww}u.rimart�l�leq{I.cQm mmleaar(a�verizon.net Page 1 Of RENVOVA.TION REPAIR AND PAINTING ASSESSMENT REPORT FORM This RRP Assessment Report is being generated for renovation,repair and painting work only. DO NOT DELEAD BASED ON THIS REPORT.A licensed lead inspector must do a full inspection in order for you to delead your property and qualify for a Compliance Letter.Deleading of lead hazards must be performed by appropriately authorized persons, including a licensed deleading contractor,a licensed lead-safe renovator with an additional 4-hour deleading training,or an authorized owner/agent who is trained.to perform specific work as required under the Lead Law.Contact the Childhood Lead Poisoning Prevention Program for additional information regarding deleading and training call toll free: 800-532-9571 or visit the web:www.mass.gov/dph/cl"p. St.# Street Name Street Type Unit/Common Area Ci _ Zip Code Date of Assessment: /1 //d� Inspector's Name: Gffry Mareiello License# M3169 Signature: Testihi Method Used ❑ Sodlum Sulfide Expiration Date: X-Ray Fluorescence Model: Q Serial#: Description of Properties C [l Single Family _ ❑ Condominium ,V [Multi-Family #Units _ ❑ Child Occ.' Facility/Daycare Description of the Area Assessed: ❑ Interior of Unit B ^ - .. - I. :. D ❑ Common Halls/Stairs ' '- Nd Exterlor Is The Unit Occupied? Yes Er'No ❑ Pro p y ert Owner -�_- } Owner's Address: l A(street side) Y 1J "J 0/,F4 E� Floor# Interior of unit work only) j M` ( Y) Owner's Telephone: by;;,-3a 3�- I An X-ray fluorescence reading equal to or greater than 1.0 mg/cm2 or a positive reaction with sodium sulfide indicates a dangerous level of lead., Were Dangerous Levels-of Lead found Yes: No ❑ I Will The planned RRP worm disturb more than 6ft2.per Interior Room?-Yes [] No ❑ Or Z ft2 per Exterlor Yes VNo ❑ Date of Passing RRP Visual Re-Inspection. 1 / Inspector Name: License#: Signature: APPENDIX 2 - RRP ASSESSMENT 25 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Renovation is different from deleading activities.The purpose of renovation ivork is to update a property and the purpose of repair work is to fix or maintain the property-The purpose of deleading work is to remove or cover lead hazards.While some of the activities for renovation.may be the some as deleading,like window replacement and vinyl siding,the purpose and intent ofthe work for deleading as well as the rules about how the work is done and who can do the work is different.Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability,and a$1,500.00 state income tak credit. it is up to an owner along with the owner's contractor(Certified Firm)to inform the inspector which surfaces will be disturbed by the . planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are designed to accommodate two situations: • The first 25-30 components listed in the left hand box provide a"snapshot"of a room or an exterior/outbuilding.In those instances where an entire room(or exterior area)will be renovated,this"snapshot"will guide testing to find the most likely leaded components.If a component does not requiretesting because it will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box.Once the inspector has completed the"snapshot,"a decision can be made as to whether further testing is needed.If any of these components were found to contain a dangerous level of lead(see definitions below),then it can be safely assumed that components of the same type in the work area also contain lead and therefore the RRP rules must be followed. • If the"snapshot"of the area does not identify a dangerous level.of lead,then the only way to rule out RRP requirements is to test all of the individual components that will be disturbed in the work area until either a dangerous level of lead is found or all of the components are tested and found to be below the definition of a dangerous level of lead.This additional testing will be recorded in the blank spaces below the first 25-30 components as well as in the right hand box.For large.rooms/exteriors that do not contain many leaded surfaces,additional RRP pages may need to be added. LOCATION Refers to the room,common area,or exterior location of the surface being assessed.See the diagram on the cover page. SIDE Refers to A,B,C,or D side of the building or room.See the diagram on the cover sheet.The"A"side of the building or room is the side facing the street that gives the property its address(usually,it is the front of the building).Keeping your back to this street,from the"A"side move clockwise to the"B"side on your fait,the"C"side opposite you,and the"D"side to the right. SURFACE Refers to the building component(s)being tested.Some surfaces may be made up of more than one part.For example, "Baseboard"may refer to four separate pieces of wood(one on each wall),butts still considered one surface. Itis up to the owner along with the contractor to tet the inspector know which surfaces will be disturbed by the planned renovation work LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). DANGEROUS An XRF reading equal to or greater than 1.0 mg/cm2 or a positive reaction with sodium sulfide indicates a dangerous LEAD LEVEL level of lead.When the"Y"is circled then the RRP Rules will apply if the work will disturb more than 6 ft 2 per room interior or 20 ft 2 per exterior,or the planned work includes window replacement or surface demolition. DUST TAKEN An owner,along with a Certified contractor(or.rental property with a licensing waiver)may choose to have dust wipes taken to ensure that the area is clean.if wipes are taken,then deleading clearance levels must be achieved:These levels areas follows: Floor<40 ug/fe;Window Sill.-<250 ug/fe;Window Well<than 400 ag/ft.a, Some other uick.information for 11111P..Rules VS Deleadin : RRP Rate Delcading Rules Inspecdon Requirements Assume Lead,Lead Check;or RRP Assessment by Ite.inspector Comprehensive initial Inspection by He.-Inspector Trainiag/Licensing Contractor and Rental property owners must be Certified Firm, Licensed Deleader,Licensed Lead,%fe Renovator with Requirements with employees as Certified individuals or Trained Workers- additional 4-hr training,Authorized Owner or Agent(moderate. risk, low risk, encapsulation,or combination) Notification Requirements EPA Renovate Ri ht Brochure with Si natuPes owners/occu ats 10-Day Mica ding Notifieation occupancy Restrictions Out of the Work Area(generally room(s)where work is High or moderate risk work including window replacement occurring) requires occupants to be relocated until. asst reins ectlon Reiospections Cleaning VerificMlon procedure with option.of Reinspection and Reinspection and dust wipes are mandatory Dust wipes. Documentation: Certified Firm responsible for maintaining variety of documents Lie.Inspector responsible for collecting invoices and issuing -.. .- ....�------"----'--.....__....x.......0.........,-..r.,..-..va;i APPENDIX 2 - RRP ASSESSMENT 26 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Address a3 1--R,4 11c/S -157r Apt.0 City 4420,40F/ Location: Porch Exterior B G D Garage Outbuilding SIDE• SURFACE LEAD DANGEROUS COMMENTS SIDE SURFACE LEAD DANGEROUS COMMENTS LEAD LEVEL LEAD LEVEL Siding Storm Door Y caner Boards Door Y Lower Trim Y Doorcaskv . Y Upper Trim Y Door Jamb Y Foundation Y Threshold Y Storm Door Y "tate Y Door Y Storm Door Y DoorCasing 0.1 Y Door Y Door Jamb 0.0 Y DoorCasing Y Threshold 0 •:l Y Door Jamb Y Klckplate Y Threshold Y Window Sill Y Kickpiate Y Win Casing Y Window SRI Window Sash Y j Win Casing Y--. Cellar Win 911 Y Window Sash Y Cel Win Sash Y Window Sin Y Cel Win Frame Y Win Casing Y Sween Frame Y Windowsash Y Newel post Y Window SIA Y Raicng Cap Y Win Casing Y HandraliY Window Sash Y Balusters Y Cellar Win 601 Y Treads 0: Y Cel Win Sash Y ' Blears Y Cel Win Frame Y Stringer Y Screen Frame Y Floor .Y CellarWin Sill Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame - Y Shutters Y Sween Frame Y Lattice Y CenarWin 89 Y S Y JCel Wtn Sash Y Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes Y Y Eleo Condult Y Y Oil FIII Pipe Y Y Overhang Trim Y Y Y Y Y r ork Area was Visually Clean.on—J�for Visual Reinspection.Start Date of RRP Work�! ! and End Date,J, /,_....of Certified Lead Safe Renovator on Site: : CertThe of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 27 I North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 AddressApt.# �3 •�.��✓y�� Location:' Porch Exterior C D Garage Outbuilding DANGEROUS DANGEROUS. SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS Siding Storm Door Y Comer Boards Y Door Y Lower TdmY Door Casing Y UpperTrim Y DoorJamb- Y Foundation C Y Threshold Y Storm Door Y K(ckplate Y Door Y Storm Door Y DoorCaft p. Y Door Y DoorJamb 0.® Y Door Casing Y Threshold 1 Y Door Jamb Y IGckplate Y Threshold Y Window SIH Y K(ckplate Y Win Casing Y Window SB 71 Y Window Sash Y Win Casing q.3 Cellar Win Sill Y +�fZ Window Sash Y Cel Win Sash Y Window SIS Y Cal Win Frame . Y Win Cash Y Screen Frame Y Window Sash Y Newel post Y. Window Sill Y Ratting Cap Y Win Caft Y Hendren Y Window Sash Y Batuetera Y Cellar Win 6I9 Y Treads C Y Cei Win Sash Y Risers .C Y Cel Win Frame Y Stringer Y Screen From Y Floor Y Cellar Win Siti Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Lattice Y Caner Win Sill Y w Y Cel Win Sash Y SZ eJ b.'A<'G OJ Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipas Y Y EleoCondult Y Y' O}l Fill Pipe Y Y Overhang Trim Q. Y Z. Y Y Y The Work Area was Visually Clean on_J.J for Visual Reinspection.Start Date of RRP Work�J__J and End Date_J_JJ Name of Certified Lead Safe Renovator on Site:_ : Cert# Brief Description of the Renovation,Repair,or Painting Work that Took Place In the Work Area: APPENDIX 2 - RRP ASSESSMENT 28 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Address_ r23• Fi�✓al � � .�f' Apt.# Location: Porch Exterior A BrO Garage Outbuilding DANGEROUS DANGEROUS SIDE. SURFACE . LEAD COMMENTS SIDE SURFACE LEAD LEAD LEVEL . COMMENTS LEAD LEVEL Siding01. Storm Door Y Comer Boards Y Door Y Lower Tim Y Door Casing Y UpperTrim Y DoorJamb Y Foundation Y Threshold Y Storm Door p . Y Ktckplate Y Y Storm Door Y Door Door Casing 0. Y Door Y Door Jamb Q . Y Door Casing Y Threshold 0 Y DoorJamb Y Igck�ate Y Threshold Y Window Sill Y IQck late Y Win Casing' Y C Window Sin 2. Y Window Sash Y LL Win Casing zY Collar Win$III Y Window Sash Y Cel Win Sash Y Window Sill Y Ce[Vfn Frame Y• Win Casing :Y Sween Frame Y Window Sash Y Newel post Y Window Stil Y Railing Cap Y Win Casing. Y Handrall. Y Window Sash Y Balusters Y 0e11ar WIn Sill Y Treads Y Cel Win Sash Y Risers Y Cel Win Frame Y Stinger Y Screen Frame Y Floor Y Cellar on Sin Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Lattice Y Cellar WIn SBd Y SoilY Cel Win Sash Y d,2 G� SinvNG 0 .$ Y Cel Win Frame Y Y Screen Frame Y Y Draln•Pipas Y Y Elec Condult J Y Y Oti Fin Plpe Y 4— Y. overhang Trim Y Y. Y Y Y The Work Area was%Asuaoy Clean on_J J for Visual Reinspection,Start Date of RRP Work_J—!and Ertd Date,J_J Name of Certified Lead Safe Renovator on Site: Cert# Brief.DescriDtlon of the Renovation,Repair,or Painting Work that Took Place in the Work Area: APPENDIX 2 - RRP ASSESSMENT 29 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project#196034 Address 3i�'/5rl�G� l Sy�'7� Apt.#. City � •' � ���d� Location: Porch Exterior A BCD Garage Outbuilding DANGEROUS DANGEROUS SIDE SURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD LEAD LEVEL COMMENTS Siding qA Stam Door Y Comer Boards Y Door Y LowerTdrn Y Door Casing Y UpperTdm Y Door Jamb Y Foundation Y Threshold Y Storm Door 0.1 Y Klckplate Y Door Y Storm Door Y DoorCssing p Y Door Y Door-Jamb 0 4 Y Door Casing Y Threshold Y Door Jamb Y KkAcplate Threshold Y Window Sin Y Ktdcplate Y Win Casing Y Window$III Y Window Sash Y WIn Cas(ng Y Cellar Win$IR Y Window Sash Y Cel Win Sao Y Window S81 Y Cot Win Frame Y Win Casal Y Screen Frame Y Window Sash Y Newel post Y Window SRI Y Ratting Cap Y Win Casing Y Handrall Y Wirutow Sash Y 9aluetew Y Cellar Win Sig Y Treads Y Cot Win Sash Y Risers C Y Ce(WinFrame Y Stinger Y Screan Frams Y Floor Y CellartWn Sfll Y Mhesd . Cel Win Sash Y Fences Y • Cel Win Frame Y Shutlers Y Saean Frame Y Laaj0e Y Cellar Win SIII Y 2 Y Cel Win Sash Y Y Cel Win Frame Y Y Screen Frame Y Y Drain Ppes Y Y Elec Conduit Y Y 011 Fit Pipe Y Y lloverhaivft 0.6 Y Y Y Y Y The Wotk Area was Visually Clean on l._J._._.for Visual Reinspection.Start Date of RRP Work_I._1 and End Date_I_./ Name of Certified Lead Safe Renovator on Site: Cert# Brief Description of the Renovation;RepalU,or Painting Work that Took Place in the Work Area: APPENDIX 2 - RRP ASSESSMENT 30 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 a.r. ucat.vu$JtlOCL,"wrence,mA ut54.3 617-737-3314 Boston * 895.411-1011 Belmont .978-809-1064 Woreater "978-685.4172 L.awreoee _www.tnangg ead tom mritleaa a ver#zon, et ,. Page 1 0f RENVOVATION REPAIR AND PAINTING ASSESSMENT REPORT FORM This RRP Assessment Report is being generated for renovation,repair and painting work only. DO NOT DELEAD BASED ON THIS REPORT.A licensed lead inspector must'do a full inspection in order for you to delead your property and qualify for a Compliance Letter.Deleading of lead hazards must be performed by appropriately authorized persons, including a licensed deleading contractor,a licensed lead-safe renovator with an additional 4-hour deleading training,or an authorized owner/agent who is trained to perform specific work as required under the Lead-L'aw' .Contact the Childhood Lead Poisoning Prevention Program for additional information regarding deleading and training tali toll free: 800-532-9571 or visit the web:Www.mass.gov/dph/clppp. 3t.# Street Name. Street Type Unit/Common Area Cit 5 Zi Code Date of Assessment: Inspector's Name: Gary Mairciello Ucense# M3169 Signature: �G Tes ina Metl_ _ hod Used El Sodium Sulfide Expiration Date: @,, Ray Fluorescence Model: Rm p Serial#: Description of Properties C ❑ Single Family ❑ -Condominium - - [YMuttl-Family #Units - ❑ Child Occ.Facilky/Daycare Description of the Area Assessed: ` µ: ~ Interior B ❑ of Unit . .- r D ❑ Common Halls 1 Stairs Exterior Is'The Unit Occupied? Yes EeNo �is6s6 Property Owner: El wo 97 Owner's Address: A(Street Side) Floor#. (interior of unit work only) Owner's Telephone: An X-ray fluorescence reading equal to or greater than 1.0 mg/cm2 or a positive reaction with sodium sulfide Indicates a dangerous level of lead. Were Dangerous Levels of Lead found Yes ❑ No ❑ Will The planned RRP work disturb more than W per interior Room?.Yes ❑ No ❑ Or 20 ftz per Exterlor Yes ❑ No ❑ Date of Passing RRP Visual Re-inspection 1 I Inspector Name. Llcense#: Sittnah Ira• APPENDIX 2 - RRP ASSESSMENT 31 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 Renovation is different from deleading activities.The purpose of renovation work is to update a property and the purpose of repair work is to fix or maintain the property.The purpose of deleading worts.is to remove or cover lead hazards.While some ofthe activities for renovation may be the same as deleading,like window replacement and vinyl siding,the purpose and intent of the work for deleading as well as the rules about how the work is done and who can do the work is different.Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability,and a$1,500.00 state income tax credit. It is up to an owner along with'the owner's contractor(Certified Firm)to inform the inspector which surfaces will be disturbed by the planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are designed to accommodate two situations: • The first 25-30 components 1 isted in the left hand box provide a"snapshot"of a room or an exterior/outbuilding,In those instances where an entire room(or exterior area)will be renovated;this"snapshot"will guide testing to findthe most likely leaded components.if a component does not require testing because it will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box.Once the inspector has.completed the"snapshot,"a decision can be made as to whether further testing is needed.If any of these components were found to contain a dangerous level of lead(see definitions below),then it can be safely assumed that components of the same type in the work area also contain lead and. therefore the RRP rules must be followed. • If the"snapshot"of the area does not identify a'dangerous level of lead,then the only way to rule out RRP requirements is to test all of the individual components that will be disturbed in the,-work area until either a dangerous level of lead is found or all of the components are tested and found to be below the definition of a dangerous level of lead.This additional testing will be recorded in the blank spaces below the first 25-30 components as well as.in the right hand box.For large rooms/exteriors that do not contain many leaded surfaces,additional RRP pages may need to be added. LOCATION Refers to the room,common area,or exterior location of the surface being assessed.See the diagram on the cover page. SIDE Refers to A,B,C,or D sid6 ofthe building or room.See the diagram on the cover sheet.The"A"side of the building or room is the side facing the street that gives the property its address(usually,it is the front of the building).Keeping your back to this street,from the"A"side move clockwise to the"B"side on your left,the"C"side opposite you,and the"D"side to the right. SURFACE Refers to the building component(s).being tested.Some surfaces may be made up of more than one part.For example, "Baseboard"may refer to four separate pieces of wood(one on each wall),but is still considered one surface. It is up to the owner along with the contractor to let the inspector know which surfaces will be disturbed by the planned renovation work. LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). DANGEROUS An XRF reading.equal to or greater than 1.0 mg/cm'or a positive reaction withsodium sulfide indicates a dangerous LEAD LEVEL level of lead.When the"Y"is circled then.the RRP Rules will apply if the work will disturb more than 6 ft 2 per room. interior or 20 ft 2 per exterior,or the planned work includes window replacement or surfice demolition. DUST TAKEN An owner,along with a Certified contractor(or rental property with a licensing waiver)may choose to have dust wipes taken to ensure that the area is clean.If wipes are taken,then deleading-clearance levels must be achieved.These levels are as follows: Floor<40 ug/ie;Window Sill<2.50 ug/fe;Window Well<than 400 ug/ft., Some other quick information for RRP Rules VS Deleadin : RRP Rule Dele;tding Rules 1 uspection Requirements Assume Lead;Lead Check;or RRP Assessment by lic.lnspector Comprehensive Inidal.inspection by Iia inspector Training/Licensing ' Contractor and Rental Property Owners must be Certified Firm, Licensed Deieader,Licensed Lead-Safe Renovator with Requirements with employees as Certified Individuals or Trained Workers addttional4-hr training,Authorized Owner or Agent(moderate risk, low risk, encapsulation,or eombluation) Notification Re uirements. EPA Renovate Ri ht'Brochure with Signatures owncrs/occu nts 10-Day Deleadin g Notification Occupancy Restrictions Out of the Work Area(generally room(a)where work is High or moderate risk work including window replacement opcurrin ) requires occupants to be relocated until-paising relns eetion Reluspecdons Cleaning Verification procedure with option of Relnspeetlon and Relaspection and dust wipes are mandatory Dustwl es Documentation: Certified Firm responsible for maintaining variety of documents Lie.Inspector responsible for collecting Invoices and issuing APPENDIX 2 - RRP ASSESSMENT 32 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 atapeuurr Bunn) LAP it uaio Address /s t57/ Apt,# City ©2'" Locatlon: Porch Exterio C D Garage Outbuilding SIDE SURFACE l�Ap DANGEROUS DANGEROUS SIDE SURFACE LEAD DANGEROUSCOMMENTS LEAD LEVEL LEAD LEVEL Sidi Storm Door Y ng Comer Boards 6. Y Door Y LowerTdm Y Door Casing Y UpperTrim- Y DoorJamb Y Foundagon Y Threshold Y Storm'Door 010 Y KWcplate Y Door Y Storm Door Y Door Casing. O.O Y Door Y DoorJamb Y Door Casing Y Threshold Y DoorJamb . Y Kickplare Y Threshold Y Window Sill Y K ckpfate Y. Win Casing Y A Wk�dow SNi Window Sash Y Win Casing Y Cellar Win$III Y r Wfndow Sash Y Cel Win Sash Y Window Si! Y Cel Win Frame Y Win Casing Y Screen Frame Y window Sash Y Newel-post Y Window Sol Y Railing Cap Y Win Casing Y Handrall Q .y Y Window Sash Y Balusters Y Cedar Win SB Y Treads C Y Cel Win Sash Y Risers " Y Cel Win Frame Y Stinger Y Screen Frame Y Floor Y Cellar Win SM Y Bulkhead Cel Win Saab Y Fences Y Cel Win Frame . Y Shatters Y Screen Frame Y Lattice Y C@Uar"n$NI Y ,TJ ORtS O•:i. Y Cal Win Sash Y SG C& S�Divb O • Y Cel Win Frame Y Y Screen.Frame Y Y Drain Pipes Y Y Else Condrdt Y Y Oil Fill PIP$ Y Y I 10verhang Trim Y YY Y Y The Work Area was Vlsuatly Clean on a,J for Visual Reinspectlon.Start Date of RRP Work--..JJ and End Date—JJ Name of Certified lead Safe Renovator on:Sife:_ Cert# Rriaf rlarrtrintinn of tha Ftannvatinn.RenAr.nr Paintina Work that Took Place in the Work Area: APPENDIX 2 - RRP ASSESSMENT 33 North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 ,�..... u„R vale Address 33 A T; ,���e/s �';,4- AaL# city. JYppw Location: Porch Exterior A®C D Garage Outbuilding DANGEROUS SIDE SURFACE LEAD COMMENTS SIDE SURFACE LEAD DANGEROUSLEAD LEVEL LEAD LEVEL COMMENTS Siding t Storm Door Y Corner Boards Y Door Y Lower Trim Y Door Cesing Y ' Upper Trim Y DoorJamb Y Foundation Aft rT, Y Threshold Y Storm Door . p.pY Khirphrie Y Door. Y Storm Door y Door Casing 040 Y Door Y DoorJamb Y Door Casing Y Threshold is.G Y DoorJamb Y Kickplate Y Threshold y Window amY KIckpknte Y . Win Casing Y Widow SII Window Sash Y Win Casing o.1/ Y Cellar Win SRI Y Window Sash v. Y Cel Win Sash Y Window SIA Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y Newel post Y windowsill y Railing Cap Y Win Casting Y Handrail Y Window Sash Y Balusters Y CellarWinSill Y Treads .C Y Cel Wtr Sash Y Risers ' C Y Cel Win Frame Y Stinger Y Screen Frame Y Floor Y Cellar Win SII Y Bulkhead Cel Win Sash Y Fenoes Y Cel Win Frame Y Shutters Y Screen Frame Y Latiloe Y Cellar Win 81 Y 'SuMex SIoia Y Cel Win Sash Y Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes Y Y Etat conduft Y Y OI Fill Pipe Y Y Overhang Trim Y FYY Y Y The Work Area was Visually Clean on /!_for Visual Reinspection.Start Date of RRP Work /_J_and End Date,_J_J Name of Certified Lead Safe Renovator on Site: ; Cert# Brief Description of the Renovation,Repair,or Painting Work that Took Plaoe in the Work Aran- APPENDIX reaAPPENDIX 2 - RRP ASSESSMENT 34 i North Andover Housing Authority 13 Apr 2016 Siding and Bulkhead Repairs, 200-1 Project# 196034 vwNovtwr�rgny WuQ uate Address-- 3 3 A ��,��/'C�/6 csJ� Apt.# City A/27WAL/ Location: Porch Exterior A B C D Garage Outbuilding SIDE SURFACE LEAD DANGEROUS COMMENTS SIDE SURFACE LEAD DANGEROUS COMMENTS LEAD LEVEL LEAD LEVEL Slding- Storm Door Y Comer8oarda Y Door Y Lower Tdm Y Door Casing Y Upper Trim Y DoorJamb Y Foundation Y Threshold Y C Storm Door p.0 Y lackpfate Y Door Y Storm Door Y Door Casing. p. 1 Y Door Y Door Jamb Y Door Casing Y Threshold Q. Y Door Jamb Y Klaplate Y Threshold Y Window SIII Y Klckplate Y Win Casing Y C Window Sip Q. Window Sash Y �Win Casing Y Cellar Win SIN Y Window Sash tf Y. Cel Win Sash Y Window SO Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y Newef Post Y Window Sip Y Railing Cap Y Win Casing Y Handrail Y Window Sash Y Misters Y. CeparWin Sill Y Treads .C Y Cel Win Sash Y Rlsers ' Y Cel Win Frame Y . Stringer Y Screen Frame Y Floor Y Cellar Win Sill Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frarrfe Y Latttoe Y Cellar On SIZE Y 1U oR'CS O.O Y Cel Win Sash Y A0-S,'^W6 O. Y Cel Win Frame Y Y- Screen Frame Y Y Drain Pipes Y Y Eleo Conduit Y Y Cil Fill Pipe Y Y Overhang Trim Y F ILY Y Y Y The Work Area was Visual) Clean on !for Visual Refn eotion.Start Dane of RRR Work Y sp k J_I and End Date JJ Name of Certified Lead Safe Renovator on Site: ; Cert# Brief Describtion of the Renovation.Renair.nr Paintinn Wnrk fhat Tnnk PlarA in fhc%Arnrk aroa• APPENDIX 2 - RRP ASSESSMENT 35 North Andover Housing Authority Apr r 2016 p Siding and Bulkhead Repairs, 200-1 Project#196034 mspectorr(print) uC#, p ate Address A.�,4, &5 67f' Apt# City67,1— V6 910'*' Location; Porch Exterior A B Garage Outbuilding . E: DANGEROUS DANGEROUS SIDSURFACE LEAD LEAD LEVEL COMMENTS SIDE SURFACE LEAD COMMENTS LEAD LEVEL Siding Storm Door Y Comet Boards Y Door Y Lower 7rhn Y DoorCastng Y Upper Trim Y DoorJamb Y Foundation - Y 'threshold y IL Storm Door ,p Y Kickplate Y Door D:D Y Storni Door Y Door Casing Y' Door Y DoorJamb Y• Door Casing Y Threshold 0.0 Y DoorJamb Y lackplate Y Threshold Y Window SIR Y Kk kpleta y Win Caskig Y O Window Siff Window Sash Y ft Casing Caller Win SRI Y IL Window Sash 4L y Cel Win Sash Y Window SIII Y Cel Win Frame Y Win Casing Y Screen Frame Y WtndowSash Y Newel post Y Wtndow Ski Y RdIrig Cap Y Win Casing Y Handrail p .& Y WlndowSash Y ealuslaers Y Collar Wm SRI A Y Treads Y Cel win Sash Y Risers ' Y Cel Win Frame. Y Strhrger Y Screen Frame Y Floor Y Cellar Win 311 Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Sawn Frame Y Latfioe Y Cellar Win SIR Y 0.11 Y Cel Win Sash Y S!! XAa 57a.N6 Q. . , Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes Y Y Elec Condult Y Y Oil Fill Pipe Y Y Overhang Trim Y Y Y Y rRrl e Worts Area was Visually Cfean on_JJ for Visual Relnspectlon.Start Date of RRP Work—.J—J—and End Date_Jme of Ceri)tied Lead Safe Renovator on Site: Certaf rlactrdntinn of iho Rannunfinn Ponair nr Dainfinn 1Alnrb lr..t Tnnb L]i......r.,#w„iei,.a,A...,,,. APPENDIX 2 - RRP ASSESSMENT 36 Distributed by MdDocS ONLINE® P.O. Box 51 Groton,MA 01450 Phone (978) 888-3350 Fax(978)449-0469 www.biddocsonline.com ©Copyright;BidDocs ONLINE Inc. All rights reserved Location No. Date MORTM TOWN OF NORTH ANDOVER f 1h OL' F � w s Certificate of Occupancy $ s��M�s t�' Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 23808 Building Inspector i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received" Date Issued: IMPORTANT:Applicant must complete all items on thispage age LOCATION (Z?) Print PROPERTY-OWNER ��i N ' ' ' Print MAP NO: 3 PARCEL: d6 ZONING,DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑One family ❑Addition Two or more,family ❑ Industrial ❑Alteration No. of units: 1 - ❑ Commercial ,Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑Other � ellll � �0 Fl o❑ laihV ❑Wetlands ; OWaters +lied� strictti Septic�0 W r a:•,-�_,,,,, t ... y�3„ _..,.,� .y"2'1 5 3.. :e.-' tet^- --------r �Yr DESCRIPTION OF WORK TO BE PERFORMED: \\ p Identification Please Type or Print Clearly) OWNER: Name: 1 W' Phone q 1 J• C� ; -' I` j. Address: CONTRACTOR Name: Phone:1-3 tQ1 Z l Address:`�� ,y.", r�c.:v�,s moi- �c� �\i- 1Uu �'��.�•vac ti � Supervisor's Construction License: � Y�1Exp. Date: Home Improvement License: Exp. Date: `1 7-IA. ARCHITECT/ENGINEER Phone: i. Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COSTBASED ON$125.00 PER S.F. F Total Project Cost: $ I���I o FEE: $ 0.t Receipt No.: 0 � Check No.: p NOT Person ntracting with u registered contras rs o not h access to the guaranty fund Si-natureofA �::ntfQw er Si n. .=ure:ofconfi�acfo_ Plans Submitted ❑ Plans Waived,[] .Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑. Tanning/MassageBody Art ❑ Swimmuig Ppbl�N .� ❑ Well ❑ Tobacco Sales ❑ ~ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site -❑ , i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature e COMMENTS 1 , Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPA R"TMENt,;�Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS ORTH Tovm' of o over 0 . ......... LAKE V ldo7i. er, Mass., COCHICHEWICK AORATE D PP��.�S SS BOARD OF HEALTH P*ERMIT T U Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....l.�'......AM.. ...M.,..... T..1..�.�..,..1.'7......�.�......... ......................................... Foundation u dation p .. buildings on has permission to erect............ c d�:t.�l. . . .... ..... !........... .......................... Rough L ..... .. M'�►r Chimney to be occupied as...............—�4. ............. �i .................................................mak. �.t....... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough .................................................................. ............................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT.' Until Inspected and Approved by the Building Inspector. Burner, Street No. SEE REVERSE SIDE Smoke Det. Low-Income Multifamily Retrofit Program 9/26/10 Administered by LEAN North Andover- DRAFT Overall Work Order For Program Approval Only North Andover HA Job 10-123-0 Multiple NORTH ANDOVER 01845 Joanne Crawford (978)862-3432 Section Measure Installed Unit Price -Price Attic "Unfloored R-20 open/unrestricted Cellulose 11700 $1.23 $14,391.00 Sub Total .11700 $14,391.00 Wall *All Walls Clapbdlwood/vinyl R-13 18720 $1.70 $31,824.00 Sub Total 18720 $31,824.00 Floor Floor Insulation Basement Overhead-R30 11700 $1.73 $20,241.00 Sub Total 11700 $20,241.00 Infiltration Airsealing w two-part foam 26 $75.00 $1,950.00 Sub Total 26 $1,950.00 Distribution Duct insulation R-5 520 $2.95 $1,534.00 Sub Total 520 $1,534.00 Grand Total $69,940.00/ )DUl1Uln Attie&Wall insulation savings estimates are based on audit limited access evaluation of need,initial vendor walkthrough will determine the ability to install these measures acid estimates will be updated at that time. i�JPi1 �,�a1�1 a t i 4 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Con.tractors/Electricians/Plumbers Applicant Information Please Print Leaibly Name(Business/Organization/Individual): ,�'4\T1<\4CeLNG Vl Address:77� \o-C-9- City/State/Zip:, ctc City/State/Zip: v nc XnA. \ Phone.#: Are you an employer?Check the appropriate box: Type of project(required):. 1.M I am a employer with \w 4. [] I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6. New construction 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, Q Demolition working for me in any capacity. employees and have workers'._. 9:'D Building adaition [No workers'comp.insurance comp,insurance. ' required.] 5. E] We area corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'co right of exemption per MGL mF?• 12.0 Roof repairs c. 152, 1(4),and we have no insurance required.]f § employees. [No workers' 13.0 Other comp.insurance required:] «Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer-that is providing workers'compensation insurance for my employees. Below is the policy and job site information. r Insurance Company Name: Policy#or Self-ins.Lic.#: ��( �\�QC>\�1a Expiration Date: Job Site Address: City/State/Zip:A Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00#pnd/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains•andpenalties of a that the information provided above is true and correct \ 1U Si afore: Date: Phone#: 1� 1 Official use only. Do not write in th a ea,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: ACORD. CERTIFICATE OF LIABILITY IN-SURANCE °AT23120°"rc'Y' 04/23/2010 PRODUCER (800)225-1865 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fred C.Church,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE. 41 Wellman Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lowed,MAO]851 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, 800-225-1865 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Citation Insurance Company Advantage Weatherization,Inc. INSURER B: National Union Fire Insurance Company ofPittsburglt Two Adams Place,Suite 100 Quincy,MA 02169 INSURER C- Selective Insurance Company of America INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADO'L POLICY NUMBER POLICY EFFECT VE POLICY EXPIRATION at TYPE O INSURANCE D D M 0 LIMBS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES E ToRENTED $]00,000 CLAIMS MADE OCCUR MED EXP(Anyone person) S 10,000 C S1928883 4/2/2010 4/2/2011 PERSONAL 8 ADV INJURY 1,000,000 GENERAL AGGREGATE $3,000,000 GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG S 3,000,000 POLICY PRO-JECT 17 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 ANY AUTO (Ea eccldant) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS $ A X S (Per person) BBNT98 4=010 4/2/203 l HIRED AUTOS X BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) , GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN - EA ACC $ — RAUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 15,000,000. X OCCUR CLAIMS MADE AGGREGATE $ 15,000,000 B BE1223010 6/20/2010 6/20/2011 S DEDUCTIBLE S X RETENTION $10,000 S WORKERS COMPENSATION AND X WC STATU OTH- EMPLOYERS'LIABILITY B ANY PROPRIETOWPARTNER/EXECUTTVE WC001290194 6/20/2010 6/20/2011 E-LEACH ACCIDENT S 1,000,000 OFFICERWEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE S 1,000,000 I(ges,describe under E.L.DISEASE-POLICY LIMIT $ SPECIAL PROVISIONS below 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Certificate is Issued as evidence of coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED To THE LEFT,BUT FAILURE TO DO SO SHALL i IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE /� r ACORD 25(2001/08) Client# '17art Mst# 2010 GL,Auto,WC,Umb Cort# ©ACORD CORPORATION 1988 - I '-z;;` t�tys.chus tts„ O>.pAlInw.til aid ^ijta j�'S i4ct.s= 8n#M 4 Bta:ldtrR ':'Id ttaStanclar'�ds is€l�§PL€ 3J aw€ at4t5if: atii: Lacense CS 48722 REstricted Yo :•40 . • JOSEPH E 6 LAM BA€OT ,2725 ACUSFINET AVE .: _ NEW BE[3FOfD, MA 02745 -! �rc. Xpaaaton 5J112Q92 L".aturtiisiintt Tai.'2691 .. cle41 Office of Cosiness Regulation nsumer Affairs &B £WDA HOM, IMPROVEMENT CONTRACTOR t Reg istration:�,�66075 Type: - 41 • Ex iration: ���"���8012 'C r Oratl0ll License or registration valid for.•individul use only P 01 QP -before the expiration date. Tf found:return to: Office of Consuri� Affairs and Business Regulation GE Wim } C. 10 ParkPldza-Suite 5170 Boston,MA 02116 JOHN KELLY TWO ADAMS PLA�r, QUINCY .MA 02169r �_� � Undersecretary 4N' alid without signature t, n _ Dim e n s�'o Number of Stories:_Total square feet of floor area, based on Exterior dimensions. Total land area,.sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 section 21A-F.and G min.$100-$1000 fine " NOTES and DATA For department use y _ r IIS Notified for pickup Date Doc:30ding Permit Revised 2008 .� i Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits v Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy.of Contract ❑ Floor Plan Or Proposed Interior Work ❑ EngineeringAffidavits for Engineered products NOTE: All dumpster permits require sign off from Fire.Department prior to issuance of Bldg Permit Addition Or Decks ❑ -Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑. Photo Copy of KI.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products l NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) , Building - ng Permit Application - ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑' Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products d®TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit n all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals bat the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording lust be submitted with the building application Doc: Doc.Building Permit Revised 2008mi i V r I IIi I I TOWN OF NORTH ANDOVER of 14oRr b �o HEALTH DEPARTMENT R 27 CHARLES STREET $R.ITED Pte` NORTH ANDOVER,MASSACHUSETTS 01845 "Ssac►+us4S�' Sandra Starr R.S.,C.H.O. (978)688-9540-Telephone Public Health Director (978)688-9542-Fax I IjAX Ta From: l �J Fax: Pages: Phone: G� �� / p��1 J�-7 Dater �,Iri i Re: Lc.e' - cc: ❑ Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle Please call 978-688-9540 for assistance with any questions. Thank you. xc: Address File Chrono File .. Location No. Date �ORTM TOWN OF NORTH ANDOVER O f * Certificate of Occupancy $ t Building/Frame Permit Fee $ y ~ sACMUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # '` Building Inspector � Y TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING AW BUILDING PERMIT NUMBER: DATE ISSUED /-- 3 s a 3 SIGNATURE: �C0010 Building Commissioner/InEpector of Buildings Date SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number. C Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area Fronts fl 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required—T Provided C 1.7 Water supply NLG.L.C.40. 34) 1.5. Flood Zane hdormstion: 1.8 sewerage Disposal system: Public ❑ Private ❑ Zoue Outside Flood Zane ❑ Municipal ❑ ou site Disposal system ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT ic: liBtrict; rf 2.1 Owner of Record N, a n/ f)D VW,"— I-10 V S i;1J S- >j CA4 ID W I Name(Print) r Address for Service: ` q� Signature Telephone 2.2 Owner of Record: C-1� i Name Print Address for Service: C a Signature Telephone SECTION 3-CONSTRUCTION SERVICES 9C 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: License Number A� u 5 c�n1 M. Address a 0 —� `�7� � 7 `f Expiration Dae Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name M Registration Number r AddressUNIONS r Expiration Data z Signature Telephone SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building unit. Signed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work check aB applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ ❑ Demolition ❑ Other ❑ Accessory Bldg. Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a)(a) Building Permit Fee C� Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)x(b) ' 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property ` Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name Si ature of Owner/Agent Date NO, OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2'JD SPAN DIMENSIONS OF S9-LS DIINIENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY 1S BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE !i f Lica op BOARD OF BUICtjINy f�ECiU sae CONSTRUCTION SUPERVISOR # Numberi bs 075914 Birth!sp�l2�1965 ICplrlq.,., >r, f Rtri f � Tr.no: 5004.0 j - BRIAN M DIAS © > I 7 SIRISAAC Wi1 Y,-� HUDSON, NH 030$1+ - Commissio� � � .p• f 00 35,000 cf enclosed space* " 3 (MGL C.112 S.BOL) M ', to Masonrybnly 1 G-1 6 2 Family Homes Failure to Possess a current edition of the J Marevocation ssachusetts State Buildingi Mc cause for rev Code of this license. � r Dib SAFE CALL CENTER: (888 )344-7233 ` ' Jan 13 2005 9: 33AM MEADOWS CONSTRUCTION 9784991700 p.2 Commonwealth of Massachusetts E DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Min Romney,Governor ♦ Kerry Healey,IA.Governor ♦ Jane Wallis Gumble,Director December 9,2004 Mr.Michael Meadows Meadows Construction Co.Inc. 166 Middle Road Byfield,MA 01922 12E: w- v - North Andover HousingAutho Operating Reserve Project,DHCD FISH# 196021 Developments Involved: 1962001 Architect(Engineer:DHCD Scope of Work: 200-1 roof replacemeM Dear Mr.Meadows;: Pending receipt of the Housing Authority Board vote,your company will be awarded the above-captioned contract in the amount of$25,392.00 As the finding and approving agency, we have required documents which you, as the General Contractor, must prepare. Once these documents are prepared and fully executed, please present them to the Housing Authority for execution. They will there submit these documents to DHCD for final review and approval. Your company must complete the enclosed contract documents and present them to the housing authority within ten(10)days of receipt. In order to assist you in the preparation of these documents, we have enclosed a checklist outlining the required documentation, along with,the enclosed forms for. your use. If you have any questions regarding these requirements,please contact Linda Immat,Project Manager,at(617) 573-1176. Sincerely, 6 Stan Kruszewski, Director Project Development Unit Enclosures i 100 Cambridge Strret,Suite 300 http://www.state.no.u&(.dhcd $os=,Massacbusetts 02114 617.573.1100 Jan 13 2005 9t25RM MEADOWS COMSTRUCTIOM 9784991700 P- J 12/29/4001 15:36 FAX 19765222217 B R MCCARTRY ®002/009 ACO-RD- CERTIFICATE OF LIABILITY INSURANCE1r2;„" T" PAo°"eFJ noceltmqmNs�utBD Ati A�TTi�R CR tNiDRMA710N R.K M vCw try Mr.Apy.Ing. CPR.Y AMD COIR =046 Rioltl3 U'OM THE C9tTiflCATE 16 comemltN Drive A"L aotipU°oE AF�Fo pp Mso�r X a s N0 OR Pesbody ,MA 011160 671 592•S1a else NN AFFORDIMI COVERAN MAIC 0 rflwao wA-Agortoyinegram Brow Meadows co"Woulten Company LLC fNeualnrr 166 Middle Rood awRenc Newbury.W1 01/22 Iwn*sump. IY�E COVINAGES TMa POLA41E6 a Me{1MNCE LI6Tt3!BELOW NAVE 2=14 f =TD W INWUP MAMUD AM4 FOR"POLICY P OWD INDWATM N0TWln4MNDNt AWRGQLMWMAY PERTMN."*=RIRrOR ANM ARFONOiD 6V ca m N@I�IEMI M BlMJWT TO ALL Mbm L 0�1Amom me CMDM"gF g" MK OM AOMWE LINIrB SHOW IMAM HAVE StUm1 au 8Y PAD clMMm& rYw or M ►0Y01►W HM nwmzcm1e1Ra w m umm 191176627 e71:1lD< 07/21105 EACIO Qecum N s eeriaaoa aENtrs�uAei�rr x'11€.0 !moo "Ws moss [�oCtlflt ulEom* aM s OD PlRQOIQ #mvft&W G89PAL Ai01ECAlL GL nA*MGAUL*NokPRmpm OVCTi.COY1VOrA00 01,000.00@ rlmmlmg AM/AACO rwElN1R i AAA OwNCOAVToi lCNICUL"mms i001LYINiIRtl e (Pi►pron) fQtlDAVM9 AOKQrei0Aul00 �� � i °A"Ace s uutAm aNLY_ Ath'AV1e AIrrOOgL� j °°CV EEueetipuAUAwJIy a Mea s t A �aAea,w�oi AiG woawo�eQ�w.alA, .wQ q farrwi LL.lAA1i A f_rt N Oae�Y !L. A. -MlMPI ! ORNOA e[jir[. ur�rt IIaCgPfaA!OFOPOIATIONef tOCAfI01p1VF]iCtiil D70.111ONQAQQIOE/INQOIWA►EJII!lPtalAtpe6Velgq tte: ONCp ProJsot Number 166021,200-1 Root Roplaoe=nt sF omo AJ•T eP eve AfQrEOEscQfib Pduaea Ei cA�,�o Qscoa rna er�Pw►� NOM Andover Mousing Authority eATanfauen nnawww iIIKIMIMLL wQeAws Ta eAA QAri vnrrfEN One Mores*I M..dows Nanee,ronQ; NANSQ Toll!ust.Mfr�kWDlOeesoilMLL North Andoua.MA 01647 Nrosslw afrASlYawenroMTflfeaeeQ# wcoRe 2l(seernq 1 of Z 046772 LEG • 0 corlPORwTMfN,lsee opThe Commonwealth of Massachusetts Department of Industrial Accidents O ke of Invesdgedons Boston, Mass. 02111 Workers'CompensaUW Insurance Affldevit Nwm Pieat>oe Print Name: Location: 2- 3- 3 GrANc City N 4N r-�Z,v-0-� _ Phone 9 78 IFPS 1--(1 1 am a homeowner performing all work myself. I am a sole Proprietor and have no one working in any capacity I am an employer providing workers'compensation for my employees working on this job. ComDanv vane: ML 6DW S Ccs,j ,�u LA,—r o,) Address i k.o Ce M, D rN Le-./Z Cit r. N�".AJ�" r`,o K4 a phone 0- 9- ti GS f 7.�5 insurance.Co. � ^'� . � . POHM# bW--2- 31535ZLi-33 -- o'-( Commm name: Address Cky: Phonek Insurance Co. Pokkv 8 F&9"to secure coverage as mMrad under Section 2M or MOL 152 can leed to the irrVaettion o aknind penames af,e Ane up to$1,500.00 andtor one years'imprleoov.=-se wW.as.cbA4 enaRim]nbof=dASTW VVDWORDER.and.s tiro of.($100.QMAA r ipatrrt.me. I understand that a copy of this statement may be forwarded to the Office Of Inveedgadons of the DIA for coverage verftwon. I db hereby cw*under the palls and Pena ofPOdury that the k*rmetlan provided above/s true and carsct. Signature Date I i7 ! • Print name ! /l N C Phone# ` 7Fl 5; f c1 7 Official use only do not write in this area to be completed by c1ty or town dWer City or Town ParmtlLicenaina []Check X immediate response Building Dept sponse t:requfed ❑ Licensing Boe/d Contact person: C] Seledmen's Office Phase ❑ Health Department ❑ Other North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM in accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Lo dation of Facility) -2) Signature of Permit Applicant Date NOTE: Demolitionpermit e rmit from the Town of North Andover must be obtained for Building Inspector Office of the p the 9 this project through i I I a NORTH Town of t 4 over 0 A E dover, Mass., / Ivo S' COC MICMEWICK V 7 ORATED C7 BOARD OF HEALTH PERMIT T Food/Kitchen Septic System ` BUILDING INSPECTOR THIS CERTIFIES THAT �� ��*R V ��� dM .................. .............`........ ....... F ... ......................... .......... oundation has permission to erect....S I .. buildings on.a2 Q 26 4..��w1.0 ........................... Rough t0 be occupied as ^�0 ............ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN,6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR ` Rough ................ ... .......................... .... ....... ... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. Burner FIRE DEPARTMENT Street No. SEE REVERSE SIDE j Smoke Det. f Location No. Date �ORTM TOWN OF NORTH ANDOVER 9 Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ a s�CHust 9 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ "�� A Check # D/`� r Building Inspector a TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT ELAM RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: rn SIGNATURE: Building Commissionerg for of Buildings Date SECTION 1-SITE INFORMATION O 1.11 Property Address: \ 1.2 Assessors Map and Parcel Number ta) Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions Zoning District Proposed Use Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Regaired Provided Re red Provided Q 1.7 Water Supply M.G.L.C.40. 34) 1.3. Flood Zone Infomntion: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSBUIP/AUTHORIZED AGENT rl.� R1 2.1 Owner of Record /� r i N ()DV'2� oUsiN� v4 LV-r. ( l" )N`e- f/I/lcre S' ►e � 1>1CA I Q tn/5 Name(Print) I Addiess for Service Signature Telephone 2.j Owner of Record: .I Name Print Address for Service: M Signature Tele hone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: S( S��C g_ r y U 1 S a� IH, License Number 11 Address W `J 1 t/ Z -7 g 05 7 Expiration Dale Signature o Telephone �. 3.2 Registered Home Improvement Contractor Not Applicable ❑ an ComP Y Name M Registration Number r AddressOWNED r Expiration Date ate. Signature Telephone Q r + SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work check ao a ble New Construction 0 Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition 0 Accessory Bldg. ❑ Demolition 0 Other 0 Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)x (e) 4 Mechanical HVAC �i' C� 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date t SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I as Owner/Authorized Agent of subject t property Hereby declare that the statements and information on the foregoing application are Lrue and accurate,to the best of my knowledge and belief Print Name Si attire of Owner/Agent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR THVIBERS ibT 2 ND 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS t SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE BOARD pF gIN6�2� LI cenas: CONSTRUCTION SUP R�V VISOR Number.. 075914 gi Oiia. Res{r( .tom Tr.no: 5004.0 1 r . BRIAN MI DIAS I HU SON N WAY NH 030 CommIBBloner t I 00-35,000 Cf enclosed space"~ (MGL C.112 S.60L) 1A Masonryanty 1G-I&2 Faml r Failure to Homes z possess a current edition of the Massachusetts State Building Code 1 is cause for revocation of this license. DIG SAFE CALL CENTER; (8$8 )344-7233 Jan 13 2005 9: 33RM MEADOWS CONSTRUCTION 9784991700 p. 2 Commonwealth of Massachusetts DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Mitt Romney,Governor • Kerry Healey,Lt.Governor ♦ Jane Wallis Gumble,Director December 9,2004 Mr.Michael Meadows Meadows Construction Co.Inc. 166 Middle Road Byfield,MA 01922 RE: Low- v - North Amdover HousigZ Autho Operating Reserve Project, D14CD FISH# 196021 Developments Involved: 1962001 Archiitect(Engineer:DHCD Scope of Work: 200-1 roof replacement Dear Mr.Meadows;: Pending receipt of the Housing Authority Board vote,your company will be awarded the above-captioned contract in the amount of$25,392.00 As the fimding and approving agency, we have required documents which you, as the General Contractor, must prepare. Once these documents are prepared and fully executed, please present them to the Housing Authority for execution. They will then submit these documents to DHCD for final review and approval. Your company most complete the enclosed contract documents and present them to the housing authority within ten(10)days of receipt. In order to assist you in the preparation of these documents, we have enclosed a checklist outlining the required documentation, along with.the enclosed forms for your use. If you have any, questions regarding these requirements,please contact Linda Lamont,Project Manager,at(617) 573-1176. Sincerely, Stan Kruszewski,Director Project Development Unit Enclosures 100 Cambridge Striea,Suite 300 http://www.state.na.us/.dhcd Hos0^Massubumm 02114 617.573.1100 Jan 13 2005 9: 25RM MEADOWS CONSTRUCTIOM 97U49917UU P. ;J 12/29/2001 15:56 FAX 197$6322217 8 9 KcCARTHY ®002/009 A-CRD- CERTIFICATE OF LIABILITY INSURANCE 1��;MM PROOIICIJI THIS C m O=A A INTTGR OF INFORMATION N.K.MdiNNry Nn.AM.Inc, OMIOL 7MCIltTlIICATE DOfdMOMM U' NCptA1 1E CEntf0mhl Drive ALTER TM OBD%E Gff AFFORDED 6Y THE POUC21 BgOW: ftlbody ,MA 01160 072 532.5145 IM R194 AFFOROM COVERAGg MAIO 0 wit m,%- A I erwm Meadows Constlaotlee Company LLC INSUNE rjw 166 Mlddls Road 1103mRh�t I~ Newbury,W1 01122 afeuRdt e fwt ,= COVE GES THE POLIMB Of INSVW EE LISM OILaw HAVE EEE"ORM TO TME WUND NAMED AMM FOR TIS POI.CV PERIOD 6 01CATM NOTWITN MN X 4 ANY RGMAREMENT.TERN OR C00MON OF ANY COWIMOT OR OTH9104GUIMW Wr M RlOPECT TO WMICN"CEATIFtcA7z AAAY BE fOBLIlD OR KAY PERTAffI 01!N10IIRAN('E MFOIpp6Y T1! B CMCMM MERLIN 16 BUSJECT TO ALL INE TERES.EIpp=ONS�CONOITIOM OF BUCM POLML AOOIIEWE LOWS 0400&W IMVE SE NEDUM 9Y PAD CUNMi, owl ""OF N NO{f0V MlalalR uwra A waft" 1.7174827 OTMIM4 07M O5 EACN occlrwR NCfi s COWAft%OaNE1rAMUL TY won Mwn�OCCUR ueo E>! ea 21,000 F1f oMLiA—CV6IAIIK G9=k A_WMQ E -MOOr LA00REQATELIM1TftMtIEEPf9! DUCTS. AN i 00 fa0lIL1� OallE tlyq,l}T . AM/A1R0 �il �laKWtT i A{►OMM[DAUTai 9CMfOtABOAVfOE IiO�01L��L�llff i NE1fOAVfOE «o»wwleo�unoe "MOM s -AM i IlaaiJTv Vp AMI Agip ONLY OECappAlllaEaELAf "J" A!9S ooaR awlaEMaas Aac DICUGTIELE a EMw 0fillou" aMo E VIC PLM$ 07 gp= N Owdr EL -MEM►I t f wim Uwr EOECftIP110N 0i O�IATNlRi f IOCAilpq/VENIOIJIR/EEp,lfipNa A0ei0 eT WDOEaaYf&JIT/iFEC1AL PaaVrIOM♦ RIP DHCD Project Number 1116021,200-1 Roof Roplaoemont E CA omnAlna Tlw..wsoEEClalbFwtNro fla caTCdlfaaEcaRimEE11Pa1TR1N NwtAAndwerM IUEingAuthoritr oAtE�Naua�numuMcnw+IwRwuweEAvosrowuiAri.p rnN OnOMOrosNMfudaws MEMetOTfi: NAIL 79"Ul".EurPwcwE 7*90s0V&%L North AndwW,MA 01645 MF0lNfA fffJANY aro ufroN THE aR.rta,►ec,ni oll ACORD n(00011$11 of 2 046772 LES • ORO CORPORAMM 1010 it The Commonwealth of Massachusetts . Department of Industrial Accidents Office of Invesdgatlons Boston, Mass. 02111 lop Workers'Compensation Insurance Afhdsvit Nam Please Print Name: Location: .�- 3 31 i-7 city N �N ^s,ve1, _ Phone `j -198 0 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for rrty employees working on this job. C=—Daminame: L wS Cz t�<uC-4-,off Address .I n c a h'1 p I�L t✓/Z city: ,/J�„r�:j P14 a Phone C, 9 -1 -9 ti G S 7 5 ' lrmmwm Co. ^�S . Co . 9-� PORMS &W-2- 3!5 3 S2.4 33 -o,- Comore name: Address City: Phone# Insurance Co. Potkw 8 Fdk"to some covempe as required under Secdon 26A or MGL 152 can load to the hgmivan d akninal panaMiss d,a Ane up to:1,500.00 da andlor one yen'imprisonment.aa nre9.r.ChMA208RIUJOh@h m dA STOP.WDRKORDER-mda.An d.(SIW.COAA r apeiod.olL I understand that a copy of this statement may be forwarded to the Ofrice of Inveadgetlora of the DIA far covereps vwIfIcedw. I db he►sby cwt y under the pains and pww7o penury that the Infametlan provided above is&wand carsct SI!nature �s --'�c� t ir tete Print name �'` r � S Phone# of W use only do not write In this area to be completed by city or town dAdar City or Town Pemdtn N-^aina [JCheck If Immediate response Is requied ❑ Bulldr>g Dept ❑ Licensing Board Contest parson: C] Selectinan's Ofte Phone e ❑ Health Department ❑ Other North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Lobation of Facility) --. Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector a . . t%ORT Town of Andover VO No. e1j, dover, Mass., co Z— 43 -a S" C% 0 11 COC 0"?ATED BOARD OF HEALTH Food/Kitchen . PERMIT T D Septic System THIS CERTIFIES THAT--44....... .....4. uAcopt BUILDING INSPECTOR ........ .... ... Foundation has permission to erect........ ........ buildings onXA.----QT.....SAIA--- .. ..... ..... ........... .L....... Rough to be occupied as... Chimney provided that the pers*o'n"ili�oIng,iiiii'po��i every*'res'pec't'confor'm"to't*h'e"terms*'of"the'app'l*icationl*olnI file in. Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMITEXPIRES IN e 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough oom� ... .. ...............................4.1 ..4............. 6.... Service ........ ........... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Der.