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Building Permit #660 - 10 WOODRIDGE DRIVE 6/1/2009
r►ORTF/ BUILDING PERMIT o�tt��°. bgtio TOWN-OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION Permit NO: /w/ ---Date ReceivedO� SACHUILI S� Date Issued: IMPORTANT:Applicant mush V51ete all items on this page 0- LOCATIONJ_J Sn .y PROPERTY O1�1/NER yyyy yry MAP NO: ARCED ZONING DIST-RICT Historic es no h _ Machine Si©p 1111 ;yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic 1Vell E=oodpian c We#lands t�rhed District DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: V0A'Q JE1/0 &aff:02 Phone: Address: I A/h,0.1 CONTRACTOR late 00 t►ddress ,�' t . � Supervisor's Construction License. G C ` ,� xp: Dates 1-1orne Inproyeij Lefse. l�cp; Hata ARCHITECT/ENGINEER�� ��TiP�1G �/, Phone: Address: Reg. No.24 4Z53f FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 00. FEE: $ �y 1 Check No.: '� �, - Receipt No.: NOTE: Persons contracting with egistered con /vtors do not have access to the guaranty fund caner ignaturef contras# r Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL / Public Sewer Tanning/MassageMody Art Swimming Pools ✓ 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 c PLANNING & DEVELOPMENT COMMENTS 6 d 1 CONSERVATION Reviewed on r Signature r COMMENTSJ Aq- HEALTH R i iewed on Signature COMMENTS 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 DEPARTMENT - Temp;-Dumpster on site yes , no Located at 124,Main Street' ° y u Fire Department tic nature%late Al7 v COMMENTS Dimension 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 I NOTES and DATA— (For department use I I I ` ❑ Notified for pickup - Date I, Doc.Building Permit Revised 2008 f ; 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 4 ❑ 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 4 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks i R ❑ Building Permit Application 1 Certified Surveyed Plot Plan Workers Comp Affidavit ❑ Photo Copy of H.I.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 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building 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 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit. ! In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application k, Doc:INSPECTIONAL SERVICES DEPARTMENT:BPF0RM07 Revised 2.2008 Location/0 No. DateL 01 H , O*Tq TOWN OF NORTH ANDOVER Jo , ti0 _ Certificate of Occupancy $ 'ITS,cMu�Et Building/Frame Permit Fee $ �U� Foundation Permit Fee $ i Other Permit Fee $ TOTAL $ ' Check # qO 3d3d. 22077 Building Inspector Q Document A107of - 1997 Abbreviated Standard Form of Agreement Between Owner and:;Contractor for Construction Projects of Limited Scope where the basis of payment is a STIPULATED SUM AGREEMENT made:as of the 25th ,day of March in the year 2009 (In words, indicate day,month and year) BETWEEN the Owner. This document has important (Name, address and other information) legal consequences. Wood Ridge Homes Consultation with an attorney 10 Wood Ridge Drive is encouraged with respect to North Andover,MA 01845 its completion or modification. This Document includes abbreviated General Conditions and should not be used with other general conditions. This document has been and the Contractor: approved.and endorsed by The. (Name, address and other information) Associated"General Contractors of:America. Environmental Pools,Inc. 1841k Rivemeck Rd. Chelmsford,MA 01824 the Project is: (Name and location) Swimming Pool Renovations at Wood Ridge Homes North Andover,MA 01845 the Architect is: (Name, address and other infGn@n> 1tal Building Consultants P 0 Bax 518 >Hampton, NH 03843 The Owner and Contractor agree as follows. AIA Document A107Tm—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and international Treaties.Unauthorized � reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to aha.mavemnm ovtan4 nneeihlo—A—tho 1— 13—h—m—narmittar)to mn—inno tan finl nnni—of thio ein—mont%mhan nmmniatoei Tn ronnrt nnnvrinht ARTICLE 1 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically 'I indicated in the Contract Documents to be the responsibility of others. i! ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION §2.'1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. .' (Insert the date of commencement, if it differs from the date of this Agreement or, if.applicable,state that the date will be fired in a notice to proceed.) §2.2 The Contract Time shall be measured from the date of commencement. §2.3 The Contractor shall achieve Substantial Completion of the entire Work not later than -days from the date of commencement,or as follows: (Insert number of calendar days.Alternatively, a calendar date may be used when coordinated with the date of commencement. Unless stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial Completion of certain portions of the Work.) ; . subject to adjustments-of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time or,for bonus payments for early completion of the Work.) t j i j ARTICLE 3 CONTRACT SUM 3. §3.1 The Owner shall pay the Contractor�e Cdon�r x SumSitt rent funds f�r ontractor's performance of the Contract.The Contract Sum shall be ne un re mety ix ousan an Dollars ($196,000.00 ),subject to additions and deletions as provided in the Contract Documents. §3.2 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner-subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) , I :.i { j ,i AIA Document A107T*+—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNINIG:T is AIA'` Document is,protected by U.S.Copyrighi Law and International Treaties.Unauthorized 2 rPdproduafcn or disidbution&this AlAc' Documespt,or any Porvl.on of;i.may result in severe civ€l and criminal penalties,and will be„rosecute^, :j in the maxinwm extent possibie cinder the iaw. Purchasers are permitted to reproduce ten f 101 copies of this document when completed.To report i i I, ;t §3.3 Unit prices,if any,are as follows: ;k r : (s A- ARTICLE 4 PAYMENTS §4.1 PROGRESS PAYMENTS §4.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as.provided below and elsewhere in the Contract Documents.The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: `y §4.1.2 Provided that an Application for Payment is received by the Architect not later than the day of a month,the Owner shall make payment to the Contractor not later than the day: of the month-'Jf an Application for Payment is received by the Architect after the , date fixed above,payment shall be made;by the Owner not later than days after the Architect receives the Application.for Payment. §4.1.3 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of'interest agreed upon, if any.) , �k (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws i and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and l. elsewhere may affect the validity of this provision.Legal advice should be obtained with respect to deletions or al modifications, and also regarding requirements such as written disclosures or waivers.) rz. §4.2 FINAL PAYMENT ; §4.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the {" Contractor when: .1 the Contractor has fully performed the Cohtract except for the Contractor's responsibility to correct Work as provided in Section 172,and:to satisfy other requirements,if any,which extend beyond final payment;and .2 a final Certificate for? ment has been issued by the Architect. i�. §4.2.2 The Owner's final.payment'to the Contractor shall be made•no later than 30 days.after'the issuance of the Architect's final Certnficate:for Payment,or as follows: li y AIA Document A107r^+-1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All-rights reserved. WARNING:This AIA' Document Is protected by U.S.Copyright Law and International Treaties.Unauthorized 3 a :'eproduction or distributlon of this Ale Document,or any portion of it.may result in severe chill and criminal penalties,and will be prosecuted I I j' ARTICLE 5 ENUMERATION OF CONTRACT DOCUMENTS §5.1 The Contract Documents are listed in Article 6 and,except for Modifications issued after execution of this Agreement,are enumerated as follows: §5.1.1 The Agreement is this executed 1997 edition of the Abbreviated Standard Form of Ab eement Between i Owner and Contractor,AIA Document A107-1997. §5.1.2 The Supplementary and other Conditions.Qf the Contract are those contained in the Project Manual dated March 25,2009 ,and are as follows: Document Title Pages Section 00030 BID FORM COMPLETED BY CONTRACTOR 2 Section 00600 SUPPLEMENTARY CONDITIONS 4 Section 01000 GENERAL REQUIREMENTS 4 Section 01011 SUMMARY OF WORK 3 §5.1.3 The Specifications are those contained in the Project Manual dated as in Section 5.1.2,and are as follows (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages i Section 02044 FENCES AND GATES 6 Section 02220 EXCAVATION,FILL AND COMPACTION 6 Section 02780 CAST IN PLACE CONCRETE 12 Section 02800 GRANITE 6 §5.1.4 The Drawings are as follows,and are dated March 25,2009 unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) I' Number Title Pages SK-1 RENOVATION PLAN 1 SK-2 KIDDY POOL 1 1'. AIA Document A107TM—1997.Copyright©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA`"Document is protected by U.S.Copyright Lew and International Treaties.unauthorized resrodueo ion or distribution tat this AW, Document,cr any portio of i?,sray result in se�Fere civil and criminal penalties,and MH be prr�sac�aie I en ihG.rraxime Drax cuScr.3 nnceihio nrriar Bora ioar Pnr^hocmc orn nermi!lurl♦n.unmrl„n^mn!�M nnn.^e ni H,7^.!^^:.^.^^�.•.r•^^^^^^^r^�^' T^'^^^" 1' 4. §5.1.5 The Addenda,if any,are as follows: Number Date Pages There are no Addenda i 6 it Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding '' requirements are also:enumerated in.this Article 5. §5.1.6 Other documents,if any,forming part of the Contract Documentsare as follows: (List any additional documents which are intended to form part of the Contract Documents.) � I r No other documents are part of this Contract � i ' 1 i i i t z i 'I 7 Lr_ 1� }, TM_ C AIA Document A107 1997.Copyright O 1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING.This Ale Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 5 reproduction or distribution of this AIA! Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted �' i i GENERAL CONDITIONS ARTICLE 6 GENERAL PROVISIONS §6.1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement with Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to the execution of this Agreement other j documents listed in this Agreement and Modifications issued after execution of this Agreement A Modification is (1)a written amendment to the Contract signed by both parties,(2)a Change Order,(3)a Construction Change Directive or(4)a written order for a minor change in the Work issued by the Architect.The intent of the Contract Documents is to include all.items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary,and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required to the extent consistent witli ahe Contract Documents and reasonably inferable from them as being necessary to produce the indicat4 results. §6.2 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.The Contract Documents shall not be any kind(1)between the Architect and Contractor,(2)between the construed to create a contractual relationship of Owner and a Subcontractor or sub-subcontractor, (3)between the Owner and Architect or(4)between any persons or entities other than the Owner and Contractor. §6.3 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. §6.4 EXECUTION OF THE CONTRACT Execution of the Contract by the Contractor is a representation that the Contractor has visited the sife,become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. §6.5 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS,SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE The Drawings,Specifications and other documents,including those in electronic form,prepared by the Architect j. and the Architect's consultants are Instruments of Service through which the Work to be executed by the Contractor is described.The Contractor may retain one record set.Neither the Contractor nor any Subcontractor,sub- subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings,Specifications and 1 other documents prepared by the Architect or the Architect's consultants,and unless otherwise indicated the Architect and the Architect's consultants shall be deemed the authors of them and will retain all common law, statutory and other reserved rights,in addition to the copyrights. All copies of them,except the Contractor's record set,shall be returned or suitably accounted for to the Architect,on request,upon completion of the Work.The Drawings,Specifications and other documents prepared by the Architect and the Architect's consultants,and copies thereof furnished to the Contractor,are for use solely with respect to this Project.They are not to be used by the Contractor or any Subcontractor,sub-subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner,Architect and the Architect's consultants.The Contractor,Subcontractors,sub-subcontractors and material or equipment suppliers are authorized to use and reproduce applicable portions of the Drawings,Specifications and other documents prepared by the Architect and the Architect's-consultants appropriate to.and for use in the execution of their Work under the Contract Documents.All copies made under this authorization shall bear the statutory ed by copyright notice,if any, shown on the Drawings,'Specifications and other documents preparahe Architect and l the Architect's consultants.Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not tube construed as publication in derogation of the Architect's or Architect's ,'. consultants'copyrights or other.reserved rights. ARTICLE 7 OWNER §7.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER §7.1.1 The Owner shall furnish and pay for surveys and a legal description of the site. I. AIA Document A107TM'—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute i j, ArChitects. All rights reserved. 1fit.ARNiR G:T:i is AIA'-'Do-Urnen:is protecred by U.S.Copyright Law and lntimi' at;eral i reataes.Una 't rorE�ar,+ Jur.E;ori or aistr bu#ion of ti 3s Ems' Documerst.cr cnv PO:UW os it may ress�il 6n serrerp c uii an crira€israi re?a;ties,and�ntii'ktQ presectsi -- §7.1.2 The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. §7.1.3 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents,the Owner shall secure and pay for other necessary approvals,easements,assessments and charges required for the construction,use or occupancy of permanent structures or permanent changes in existing facilities. §.7,2 OWNER'S RIGHT TO STOP THE WORK 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 may issue a written order to the Contractor to stop the Work,or any portion thereof,until the cause for such order is eliminated; however,the right of the:Owner to stop the Work shall not give nse'to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person ar entity. §7.3 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or persistently fails or neglects to carry out the Work in accordance with the Contract Documents,or fails to perform a provision of the Contract,the Owner,after 10 days'written notice to the Contractor and without prejudice to any other remedy the Owner may have,may make good such deficiencies and may deduct the reasonable cost thereof,including Owner's expenses and compensation for the Architect's services made necessary thereby,from the payment then or thereafter due the Contractor. ARTICLE 8 CONTRACTOR §8.1.REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR §8.1.1 Since the Contract Documents are complementary,before starting each portion of the Work,the Contractor shall carefully study and compare the various Drawings and other Contract Documents relative to that portion of the Work,as well as the information furnished by the Owner pursuant to Section 7.1.1,shall take field measurements of any existing conditions related to that portton of the Work and shall observe any conditions at the site affecting it. These obligations are for the purpose'of facilitating construction by the Contractor and are not for`the purpose of discovering errors,omissions or inconsistencies in the Contract Documents;however,any,errors;omissions or inconsistencies discovered by the Contractor shall be reported promptly to the Architect as a'request for information in such form as the Architect may require. §8.1.2 Any design errors or omissions noted by the Contractor during this review shall be reported promptly to the Architect;but it is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional unless otherwise specifically provided in the Contract Documents. §8.2 SUPERVISION AND CONSTRUCTION PROCEDURES §8.2.1 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,unless the Contract Documents give other specific instructions concerning these matters.If the Contract Documents give specific instructions concerning construction means,methods,techniques,sequences or procedures,the Contractor shall be fully and solely responsible for the jobsite safety thereof unless the Contractor gives timely written notice to the Owner and Architect that such means,methods,techniques,sequences or procedures may not be safe. §8.2.2 The Contractor shall be responsible to the Owner for,acts and omissions of the Contractor's employees, Subcontractors and their agents and employees,and other persons or entities performing portions of the Work for or on behalf of the Contractor or any of its Subcontractors. 8.3 LABOR AND MATERIALS §8.3.1 Unless otherwise provided mi the Contract Documents,the Contractor shall provide and pay for labor, materials,equipment, tools construction equipment and machinery,water,heat utilities,transportation,and other facilities and services`necessary for proper execution and completion of the Work:.. ether temporary or permanent and whether or not incorporated or to be incorporated in the Work. §8.3.2 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract.The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. AIA Document A107TM—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S,Copyright Law and International'Treaties.Unauthorized 7 a reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted ■ ?�.9P ma�rsmnm axfant r,nccihin a,aAnr d91s.Saw Pnn•h�mrc nna ncrmiffn.l fn ronrnrinnn fon!il11 nnn,nc of fhic.fnn„mnnl u.f,on nn.nnlnfe.d Tn ronnrf §8.3.3 The Contractor shall deliver,handle,store and install materials in accordance with manufacturers' instructions. §8.3.4 The Contractor may make substitutions only with the consent of the Owner,after evaluation by the Architect and in accordance with a Change Order.. §8.4 WARRANTY The Contractor warrants:to the Owner and Architect that materials and equipment furmshed finder the Contract will be of good quality and new unless otherwise required or permitted by the Contract bocuments,that the Work will be y free from defects not inherent in the quality required or permitted,and that.tlie;Workwill conform with the requirements of the Contract Documents.Work not conforming to these requirements,including substitutions not j properly approved and authorized,may be considered defective Th&C6btractor's warranty excludes remedy for damage or defect caused by abuse,modifications not executed by the Contractor,improper or insufficient maintenance,improper operation or normal wear and tear and:normal usage. §8.5 TAXES The Contractor shall pay sales,consumer,use and other similar taxes which are legally enacted when bids are received or negotiations concluded. §8.6 PERMITS,FEES AND NOTICES §8.6.1 Unless otherwise provided in the Contract Documents,the Contractor shall secure and pay for the building permit and other permits and governmental fees,licenses and inspections necessary for proper execution and completion of the Work. §8.6.2 The Contractor shall comply with and givenotices required by laws,ordinances,rules,regulations and lawful orders of public authorities applicable to performance of the Work.The Contractor shall promptly notify,the Architect and Owner if the Drawings and Specifications are observed by the Contractor to be at variancetherewith. If the Contractor perforins Work knowing it to be contrary to laws,statutes,ordinances,building codes; and rules 11 and regulations without such notice to:the Architect and Owner,the Contractor shall assume=appropriate responsibility for such Work and shall bear the costs attributable to correction. j j §8.7 SUBMITTALS §8.7.1 The Contractor shall review for compliance with the Contract Documents,approve in writing and submit to the Architect Shop Drawings,Product Data,Samples and similar submittals required by the Contract Documents with reasonable promptness.The Work shall be in accordance with approved submittals. §8.7.2 Shop Drawings,Product Data,Samples and similar submittals are not Contract Documents. §8.8 USE OF SITE The Contractor shall confine operations at the site to areas permitted by law,ordinances,permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. §8.9 CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. §8.19 CLEANING OF The Contractor shall keep the premises and surroundina area free from accumulation of waste materials.or rubbish caused by operations under the Contract At completion of the Work,the Contractor shall remove from and about the Project waste materials,rubbish the Contractor's tools,construction equipment,machinery and surplus material. §8.11 ROYALTIES,PATENTS AND COPYRIGHTS The Contractor shalt.pay,all royalties and license fees;shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof,but shall not be responsible for such defense or loss when a particular design,process or product of a particular manufacturer or manufacturers is I required by the Contract Documents,or where the copyright violations are contained in Drawings,.I PYrib Specifications or other documents prepared by the Owner or Architect,unless the Contractor has reason to believe that there is an infringement of patent or copyright and fails to promptly furnish such information to the Architect. AIA Document A107W—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:Thls AIA,4'Document is pratected by U.S.Copyright Law and International Treaties.Unauthorized 8 rEDroiaUCiiori or distribution o'f'this AIA`" Document,or any pporvon oo it,may result in severe civil and criminal penalties,and w Rl be prosecuted ahe_r.n�Fe....�,n..0e,n1 nnnni hln..nNnw♦hn 1..... O„rnhoCnrc ern nnm.iMnr1 fn rnnrnrl.,nn Inn/ill\--inw_4+ rinn.....w..1•..I.w..www...,Iwlw.i Tw..,.,.,.1 I §8.12 ACCESS TO WORK The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. §8.13 INDEMNIFICATION §8.13.1 To the fullest extent permitted by law and to the extent claims,damages,losses or expenses;;are not covered by Project Management Protective Liability insurance purchased by the Contractor in accordance with Section 16.3, the Contractor shall indemnify and hold harmless the Owner,Architect,Architect's consultants and agents and employees of any of them from and against claims,damages,losses and expenses,including but not limited to attorneys'fees,arising out of or resulting from performance of the Work,provided that such claim,damage,loss or expense is attributable to bodily injury, sickness,disease or death,or to injury to or destruction of tangible property (other than the Work itself),but only to the extent caused by the negligent acts or omissions of the Contractor,a Subcontractor,anyone directly or indirectly employed by them.or anyone for whose acts they may be liable, regardless of whether or not such claim,damage,loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate,abridge,or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Section 8.13. §8.13.2 In claims against any person or entity indemnified under this Section 8.13 by an employee of the Contractor, a Subcontractor,anyone directly or indirectly employed by them or anyone for whose acts they may be liable,the indemnification obligation under Section 8.13.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits.payable by or for the Contractor or Subcontractor under workers'compensation acts, disability benefit acts or other employee benefit acts. rARTICLE 9 ARCHITECTS ADMINISTRATION OF THE CONTRACT §9.1 The Architect will provide administration of the Contract and will be an 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 one- year period for correction of Work described in Section 17.2. §9.2 The Architect,as a representative of the Owner,will visit the site at intervals appropriate to the,stage of the Contractors operations(1)to become generally familiar with and to keep the Owner informed'"about the progress and quality of the portion of the Work completed,(2)to endeavor to guard the Owner against defects and deficiencies in the Work,and(3)to determine in general if the Work is being getformed in a manner indicating that the Work,when fully completed,will be in accordance with the Contract Documents.However,the Architect will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect will neither have control over or charge of,nor be responsible for,the construction means,methods, techniques,sequences or procedures,or for safety precautions and programs.in connection with the Work,since these are solely the Contractor's rights and responsibilities under the Contract Documents,except as provided in Section 8.2.1. §9.3 The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents.The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor,Subcontractors,or their agents or employees,or any other persons or entities performing portions of the Work. §9.4 Based on the Architect's evaluations of the Work and of the Contractor's Applications for Payment,the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. §9.5 The Architect will have authority to reject Work that does not conform to the Contract Documents.' §9.6 The.Architect will review-and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings,Product Data and Samples,but only for the limited purpose of checking for'conformance with information given and the design concept expressed in the Contract Documents: §9.7 The Architect will interpret and decide matters concerning performance under,and requirements of,the ' Contract Documents on written request of either the Owner or Contractor.The Architect will make initial decisions on all claims,disputes and other matters in question between the Owner and Contractor but will not be liable for results of any interpretations or decisions so.rendered in good faith. AIA Document A107TM—1997.Copyright 01936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA`r Document is protected by U.B.Copyright Law and international Treaties.Unauthorized 9 reproduction or distribution of this ASA'" Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to ttie max;mum extent Dnssihle ander thin iaw. Purchasers are oerrnitted to renrndimp tan!101 nnniaa of thie dnniImant whan nmmnlatali Tn rennrt §9.8 The Architects decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. §9.9 Duties,responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted,modified or extended without written consent of the Owner,Contractor and Architect.Consent shall not be unreasonably withheld. §9.10.CLAIMS AND DISPUTES §9.10.1 Claims,disputes and other matters in question arising out of or relating to this Contract,including those alleging an error or omission by the Architect excluding Ahit but those ansing under Section 15.2, shall be referred initially to the Architect for decision. Such matters,except those relating to aesthetic effect and except those waived as provided for in Section 9.11 and Sections 14.5.3 and 14.5.4,shall,after initial decision by the Architect or 30 days after submission of the matter to the Architect,be subject to mediation as a condition precedent to arbitration or the institution of legal or equitable proceedings by either pa..y §9.10.2 If a claim,dispute or other matter in question relates to or is the subject of a mechanic's lien,the party asserting such matter may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the matter by the Architect,by mediation or by arbitration. §9.10.3 The parties shall endeavor to resolve their disputes by.mediation which,unless the parties mutually agree otherwise,shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect.Request for mediation shall be filed;att writing with the other party to this Agreement and with the American Arbitration Association. The request may be:made concurrently with the filing of a demand L for arbitration but,in such event,mediation shall proceed.. advance of arbitration or legal or equitable proceedings, f which.shall be stayed pending mediation for a period of 60 days from the date of filing,unless stayed for a longer i period by agreement of the parties or court order. §9.10.4 Claims,disputes and other:matters;.in question arising out of or relating to the Contract that are lot resolved I' by mediation,except matters relating co aesthetic effect and except those waived as provided fol in'Section 9.11 and Sections 14.5.3 and 14.5.:4,shall b&decided by arbitration which,unless the parties mutually agree otherwise,shall be in accordance with the,Construction Industry Arbitration Rules of the American Arbitration Association currently in effect.The:demand for arbitration shall be filed in writing with the other party to this Agreement and with the American Arbitration Association and shall be made within a reasonable Ctme`after the dispute has arisen.The award .. rendered by.the arbitrator or arbitrators shall be final,and judgment may be entered upon it in accordance with applicable law in any court having junsdiction thereof.Except by written consent of the person or entity sought to be joined,no arbitration arising out ofor relating to the Contract Documents shall include,by consolidation,joinder or in any other manner,any person or entity not a party to the Agreement under which such arbitration arises,unless j' it is shown at the time the demand for arbitration is filed that(1)such person or entity is substantially involved in a common question of fact or law,(2)the presence of such person or entity is required if complete relief is to be accorded in the arbitration,(3)the interest or responsibility of such person or entity in the matter is not insubstantial, and(4)such person or entity is not the Architect or any of the Architect's employees or consultants.The agreement herein among the parties to the Agreement and any other written agreement to arbitrate referred to herein shall be specifically enforceable under applicable law in any court having jurisdiction thereof.. f §9.11 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive claims against each other for consequential damages arising out of or relating to this Contract.This mutual waiver includes: " 1 damages incurred by the Owner for rental expenses,for losses of use,income,profit financing , I' business and reputation,and for.loss of management or employee productivity or of..the services of such persons and 2 damages incurred by the Contractor for principal office expenses including the compensation of personnet<stationed there,for losses of financing,business and reputation, and'for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable,without limitation,to all consequentiat'darnages due to either party's termination in accordance with Article 19.Nothing contained in this Section 9.11 shall be deemed to preclude an award of liquidated direct damages,when applicable,in accordance with the requirements of the Contract Documents. j AIA Document A107TM—1997_Copyright©1936,1951,1958;1961,1963,1966,1970,1974,1.978,1987 and 1997 by The.American Institute of I' Architects. All rights reserved. WARNING:7his AM" tlecument is p7otected by U.S.Copyright Law and International Treaties.unauthorized 1' reproduction or dist;ibution of this AW' Document,or any portion of it,mays result in severe civil and criminal penalties,and will be prosecuted m the maximum ex'renf cossibie under the law. Piirrhacerc ArA nArmittArl to ranrnrif ira ran n nl rnniac of this rrnr-i imant whan nmm�iatorf rn rannn ARTICLE 10 SUBCONTRACTORS §10.1 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. §1.0.2.Unless otherwise stated in the Contract Documents or the bidding requirements,the Contractor,as soon as practicable after award of the Contract,shall furnish in writing to the Owner through the Architect,the names.of the Subcontractors for each of the principal portions of the Work.The Contractor shall not contract with any Subcontractor to whom the Owner or Architect has made reasonable and timely objection;If the proposed but rejected Subcontractor was reasonably capable of performing the Work,the Contract Sum and Contract Time shall be increased or decreased by the difference,if any,occasioned by such change,anti an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work.The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. §10.3 Contracts between the Contractor and Subcontractors shall(1)require each Subcontractor,to the extent of the Work to be performed by the 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,including the responsibility for safety of the Subcontractor's Work,which the Contractor,by the Contract Documents,assumes toward the Owner and Architect,and(2)allow the Subcontractor the benefit of all rights,remedies and redress afforded to the Contractor by these Contract Documents. ARTICLE 11 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS §11.1 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 under conditions of the contract identical or substantially similar to these,including those portions related to insurance and waiver of subrogation <If the Contractor claims that delay or additional cost ns involved because of such action by the Owner,the Contractor shall make such claim as provided in Section 9 10> §11.2 The Contractor shall afford the.Owner and separate contractors reasonable opportunity for introduction Uon and storage of their materials and equipmerii and performance of their activities,and shall connect and coordinate the Contractor's activities with theirs as required by the Contract Documents. §11.3 The Owner shall be reimbursed by the Contractor for costs incuired,by the Owner which are payable to a separate contractor because of delays,improperly timed activities or defective construction of the Contractor.The Owner shall be responsible to the Contractor for costs incurred by the Contractor because of delays,improperly timed.activities,damage to the Work or defective construction of a separate contractor. ARTICLE 12 CHANGES IN THE WORK §12.1 The Owner,without invalidating the Contract,may order changes in the Work within the general scope of the Contract consisting of additions,deletions or other revisions,the Contract Sum and Contract Time being adjusted accordingly.Such changes in the Work shall be authorized by written Change Order signed by the Owner, Contractor and Architect,or by written Construction Change Directive signed by the Owner and Architect. §12.2 The cost or credit to the Owner from a change in the Work shall be determined by mutual agreement of the parties or,in the case of a Construction Change Directive,by the Contractor's cost of labor,material,equipment,and reasonable overhead and profit. §12.3 The Architect will have authority to order minor changes in the Work not involving adjustment in the. . Contract Sum or extension of the Contract Time and not inconsistent with the.intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor.The Contractor shall carry out such written orders:promptly:' §12.4 If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist;the Contract Sum and Contract Time shall b'e equitably adjusted. ARTICLE 13 TIME §13.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. AIA Document A107TM—1997.Copyright ©1936,1951,1958,.1961,19.63,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This ASA" Document is protected by U.S.Copyright Lawn and International Treaties.Unauthorized 1� reproduction or distribution of this AIA" Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted 9n @ha maximi em o iunt nn thlu md.r thu law Pnmhacarc aro nurmitt—i in—mri—tun!i m rnniaa of this rinrnmant when rmmnlatad Tn rannrt §13.2 The date of Substantial Completion is the date certified by the Architect in accordance with Section 14,4.2. §13.3 If the Contractor is delayed at any time in the commencement or progress of the Work by changes ordered in the Work,by labor disputes,fire,unusual delay in deliveries,abnormal adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond the Contractor's control,or by other causes which the Architect determines may justify delay,then the Contract Time shall be extended by Change Order':for such reasonable time as the Architect may determine, subject to the provisions of Section 9.10. ARTICLE 14 PAYMENTS AND COMPLETION 14.1 APPLICATIONS FOR PAYMENT _ 1! §14.1.1 Payments shall be made as provided in Article 4 of this Agreement Applications for Payment shall be in a form satisfactory to the Architect. §14.1.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment.The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall,to the best of the Contractor's knowledge,informationand belief,be free and clear of liens,claims, security interests or other encumbrances adverse to the Owner's interests. §14.2 CERTIFICATES FOR PAYMENT §14.2.1 The Architect will,within seven days after receipt of the Contractor's Application for Payment,either issue to the Owner a Certificate for Payment,with a copy to the Contractor,for such amount as the Architect determines is properly due,or notify the Contractor and Owner in writing of the'Architect's reasons for withholding certification in whole or in part as provided in Section 14.2.3. §14.2.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner based on the Architect's evaluations of the Work and the data comprising the Application for Payment,that`the Work has progressed to:the point indicated.and that,to the best of the Architect's knowledge,information and belief, the quality of the Work is in accordance'with the Contract Documents.The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections,to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect.The issuance of a;Cettificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified.However,the issuance of a Certificate for Payment will not be a representation that the Architect has(1)made exhaustive or continuous on- site inspections to check the quality or quantity of the Work,(2)reviewed construction means,methods,techniques, sequences or procedures,(3)reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment,or(4)made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. §14.2.3 The Architect may withhold a Certificate for Payment in whole or in part,to the extent reasonably necessary to protect the Owner,if in the Architect's opinion the representations to the Owner required by Section 14.2.2 cannot be made.If the Architect is unable to certify payment in the amount of the Application,the Architect will notify the Contractor and Owner as provided in Section 14.2.1.The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence,may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible,including loss resulting rom acts and omissions described in Section 8.2.2, a, because of: .1 defective Work not remedied .2 third party claims filed or,reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor'to make payments properly to Subcontractors or for labor,materials or equipment, .4 reasonable.evidence that the Work cannot be completed for the,.unpatd`balance of the Contract Sum; .5 damage to the Owner or another contractor. .6 reasonable evidence that the Work will not be completed within the Contract Time and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents. AIA Document.A107TM—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1874,1975,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This N `' i}ocument is protected by U.S.CopyrightLaw and international Treaties.Unauthorized 12 r_r:sadur tion cr distribution of this AIA,` Dacurenl:oran}portion 07 it,rna;!result in severe civil and cricraina4 penaitie=,and will be prosect teC Sri h—nn.nnlefeA Tn rennrt §14.2.4 When the above reasons for withholding certification are removed,certification will be made for amounts previously withheld. §14.3 PAYMENTS TO THE CONTRACTOR §14.3.1 The Contractor shall promptly pay each Subcontractor,upon receipt of payment from the Owner,out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work,the amount to which said Subcontractor is entitled,reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work.The Contractor shall,by appropriate agreemtnt:with each Subcontractor, require each Subcontractor to make payments to sub-subcontractors in similar manner. §14.3.2 Neither the Owner nor Architect shall have an obligation.to pay<oi?:.see to the payment of money to a Subcontractor except as may otherwise be required by law. §14.3.3 A Certificate for Payment,a progress payment,or partial or entire use or occupancy of the.Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. §14.4 SUBSTANTIAL COMPLETION §14.4.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. §14.4.2 When the Architect determines that the Work or designatedportion thereof.is substantially complete,the Architect will issue a Certificate of Substantial Completion which shall establish the date of Substantial Completion, establish responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work and insurance,and fix the time within which the Contractor shall finish all items on the list accompanying the Certificate.Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. Upon the issuance of the Certificate.of..Substantial Completion,the Architect will submit it to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate §14.5 FINAL COMPLETION AND FINAL PAYMENT §14.5.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed,the Architect will promptly issue a final Certificate for Payment stating.that to the best of the Architect's knowledge,information and belief,and on the basis of the Architect's on-site visits and inspections,the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable.The Architect's final Certificate for Payment will constitute a further representation that conditions stated in Section 14.5.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. §14.5.2 Final payment shall not become due until the Contractor has delivered to the Owner a complete release of all liens arising out of this Contract or receipts in full covering all labor,materials and equipment for which a lien could be filed,or a bond satisfactory to the Owner to indemnify the Owner against such lien. If Such lien remains unsatisfied after payments are made,the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien,including costk4fid reasonable attorneys'fees. §14.5.3 The making of final payment shall constitute a waiver of claims by the Owner except those arising from: 1 liens,claims, security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work.ta comply with the requirements of the Contract Documents;or .3 terms of special warranties required by the Contract Documents. §14.5.4 Acceptance.of final payment by the Contractor,a Subcontractor or material supplier shall constitute a waiver of claims by that'payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. AIA Document A107TM—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AHA"Document is protected by U.S.Copyright l_a%v and International Treaties.Unauthorized 13 reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and cririnai penalties,and will be prosecuted ;�tc,p mauimuan aYrme,a nncci6!a unrfnr ekA tarn,. Purchasers are nennifted to reproduce ten(101 copies of this document when completed.To report ARTICLE 15 PROTECTION OF PERSONS AND PROPERTY §15.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating,maintaining and supervising all safety precautions and programs in connection with the performanceof the Contract.The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage,injury or loss to: .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein;and .3 other property at the site or adjacent thereto. The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders of public authorities bearing on safety of persons and property and their:protection from damage,injury or loss.The Contractor shall promptly remedy damage and loss to property caused.nvhole or in part by the Contractor,a Subcontractor,a sub-subcontractor,or anyone directly or indirectly employed by any of them,or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 15.1.2 and 15.1.3,except for damage or loss attributable to acts or omissions of the Owner or Architect or by anyone for whose acts either of : them may be liable,and not attributable to the fault or negligence of the Contractor.The foregoing obligations of the. Contractor are in addition to the Contractor's obligations under Section 8.13. §15.2 HAZARDOUS'MATERIALS §15.2.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance,including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor,the Contractor shall,upon recognizing the condition,immediately stop Work in the affected area and.report the condition to the Owner`>and Architect in writing.When the material or substance has been rendered harmless,Work in the affected.azea`shall resume upon written agreement of the Owner and Contractor.The Contract Time shall be extended appropriately and the Contract Sum shall be increased in.the.. amount of the Contractor's reasonable addinonall,co sof shutdown,delay and start-up,which adjustments shall be accomplished as provided in Article 12 of-this'A-Bement. §15.2.2 To the fullest extent permitted•by law,the Owner shall indemnify and hold harmlessthe Contractor, Subcontractors,Architect,Architect's consultants and agents and employees of any of them:from and against claims, damages,losses and expenses,including but not limited to attorneys'fees,arising out of or resulting from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 15.2.1 and has not been rendered harmless,provided that such claim,damage,loss or expense is attributable to bodily injury,..sickness,disease or death,or to injury to or destruction of tangible property (other than the Work itself),and provided that such damage,loss or expense is not due g P damage, p to the sole negligence of a g seekinindemnity. tY. §15.2.3 If,without negligence on the part of the Contractor,the Contractor is held liable for the cost of remediation of a hazardous material or substance.solely by reason of performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and expense thereby incurred. ARTICLE 16 INSURANCE §16.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located insurance for protection from claims under workers' compensation' p sation acts and other employee benefit acts which are applicable,claims for dams as because of bodily I injury,including death, and claims for damages,other than tb the Work itself,to property which may arise out of or result from the Contractor's operations under the.Contract,whether such operations be by the Contractor or by_ Subcontractor or anyone directly or indirectly e' `lo ed b an of them.This insurance s hip Y Y Y hall be writtenfor not less than limits of liability specified in the Contract Documents or required by law.,whichever coverage.is greater,and shall include contractual liability insurance applicable to the Contractor's obligations.Certificates of:Insurance acceptable to the Owner shall be filed:with the Owner prior to commencement of the Work.Each' Ii shall contain a provision that thepolicy will not be canceled or allowed to expire until at least 50 days'prior written notice has been given to the Owner. - §16.2 OWNER'S LIABILITY INSURANCE The Owner shall be responsible for purchasing and maintaining the Owners usual liability insurance. E i AIA Document A107Tm—1997.copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA"' Document is protected by U.S.copyright Law and International Treaties.Unauthorized 14 raproduction or dist:ibution of this AIF O Document,or any portion of c,may result in severe civil and criminal penalties,and will be prosecuted to the maXimum&Xteni 0rssihiP undr:s She i,iv,t. Plirrhaeorc gra rx3rmlttati to ranrnriiirn ton iinl mniae of thio rinrnimont whan nmmniatori Tn ronnrt §16.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE §16.3.1 Optionally,the Owner may require the Contractor to purchase and maintain Project Management Protective Liability insurance from the Contractor's usual sources as primary coverage for the Owner's, Contractor's and Architect's vicarious liability for construction operations under the Contract.Unless otherwise required by the Contract Documents,the Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaining such optional insurance coverage,and the Contractor shall not be responsible for purchasing any other liability insurance on behalf of the Owner.The minimum limits of liability:burchased with such coverage shall be equal to the aggregate of the limits required for Contractor's Liabilityinsurance under Section 16.1. §16.3.2 To the extent damages are covered by Project Management Protective Liability insurance,the Owner, Contractor and Architect waive all rights against each other for 4aniage91:except such rights as they may have to the proceeds of such insurance.The policy shall provide for such waivers of subrogation by endorsement or otherwise. §16.3.3 The Owner,shall not require the Contractor to include the Owner,Architect or other persons or entities as additional insureds on the Contractor's Liability insurance under Section 16.1. §16.4 PROPERTY INSURANCE §16.4.1 Unless otherwise provided,the Owner shall purchase and maintain,in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located,property insurance on an "all-risk" policy form,including builder's risk,in the amount of the initial Contract Sum,plus the value of subsequent modifications and cost of materials supplied and installed by others,comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles,Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance,until final payment has been made as provided in Section 14.5 or until n1.o:.,pers.on or entity other than the Owner has an insurable intetest''in the property required by this Section 16.4 to be covered, whichever is later.This insurance shall include in of the Owner,the Contractor,Subcontractors acid sub- subcontractors in the Project. §16.4.2 The Owner shall file a copy of each policy with the Contractor before an exposure to loss may occur.Each policy shall contain a provision that the policy will not be canceled or allowed to`expire and that its limits will not be reduced,until at least 30 days'prior written notice has been given to the Contractor. §16.5 WAIVERS OF SUBROGATION §16.5.1 The Owner and Contractor waive all rights against(1)each other and any of their subcontractors,sub- subcontractors,agents and employees,each of the other,and(2)the Architect,Architect's consultants,separate contractors described in Article 11,if any,and any of their subcontractors, sub-subcontractors,agents and employees for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pursuant to Section 16.4 or other property insurance applicable to the Work except such rights as they have to proceeds of such insurance held by the Owner as fiduciary.The Owner or Contractor,as appropriate,shall require of the Architect,Architect's consultants, separate contractors described in Article 11,if any, and the subcontractors, sub-subcontractors,agents.and employees of any of them,by appropriate agreements,written where legally required for validity,similar waivers each in favor of other parties enumerated herein.The policies shall provide such waivers of subrogation by endorsement or otherwise.A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly,and:whether or not the person or entity had an insurable interest in the property damaged. §16.5.2 A loss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds,as their interests may appear,subject to requirements of any applicable mortgagee clause..The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor,and by appropriate agreements,written where legally required:"for validity, shall require Subcontractors to make payments to their sub-subcontractors in similar manner. ARTICLE 17 CORRECTION OF WORK §17.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents,whether discovered before or after Substantial Completion and whether or not fabricated,installed or completed.Costs of correcting such rejected Work,including additional testing and AIA Document A107Tm—1997.Copyright ©1936,1951,1958,1961,1963,1966 1970 1974 1978 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA'Document is protected by U.S.Copyright Law and International Treaties.unauthorized 15 reproduction or distribution of this idle document,or any portion of it,may result in severe civil and criminal renalties,and vvill be§prosecuted { inspections and compensation for the Architect's services and expenses made necessary thereby,shall be at the Contractor's expense. §17.2 In addition to the Contractor's obligations under Section 8.4,if,within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 14.4.2,or by terms of an applicable special warranty required by the Contract Documents,any of the Work is found to be not in accordance with the requirements of the Contract Documents, he Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition.The Owner shall give such notice promptly after discovery of the condition.During the one-year period for correction of Work,if the Ownerfarts to notify the Contractor and give the Contractor an opportunity to make the correction,the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. §17.3 If the Contractor fails to correct nonconforming Work within a reasonable time,the Owner may correct it in accordance with Section 7.3. j §17.4 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. §17.5 The one-year period for correction of Work shall not be extended.liy corrective Work performed by the i Contractor pursuant to this Article 17. ARTICLE 18 MISCELLANEOUS PROVISIONS §18.1 ASSIGNMENT OF CONTRACT ` Neither party to the Contract shall assign the Contract`without written consent of the other. i; §18.2 GOVERNING LAW The Contract shall be governed by the law of the place where the Project is located. Ji §18.3 TESTS ANDINSPECTIONS Tests,.inspections and approvals of portions of the Work required by the Contra Documents or by laws, i, ordinances,rules,regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided,the Contractor shall make arrangements for such tests,inspections and approvals with an independent testing laboratory or entity acceptable to the Owner,or with the appropriate public authority,and shall bear all related costs of tests,inspections and approvals.The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures.The Owner shall bear costs of tests,inspections or approvals which do not become requirements until after bids are received or negotiations concluded. §18.4 COMMENCEMENT OF STATUTORY LIMITATION PERIOD As between Owner and Contractor,any applicable statute of limitations shall continence to run and any alleged cause of action shall be.deemed to have accrued: .1 not later than the date of Substantial Completion for acts or failures to act occurring prior to the relevant date of Substantial Completion; .2 not later than the date of issuance of the ftnal;Certificate for Payment for acts or failures to act occurring subsequent to the relevant date of'Substantial Completion and prior to the issuance of.the `j final Certificate for Payment;and .3 not later than the date of the relevant act or failure to act by the Contractor for acts or failures to act occurring after the date of the final.Certificate for Payment.. ARTICLE 19 TERMINATIONOF THE CONTRACT §19.1 TERMINATION.BY THE'CONTRACTOR If the Architect fails to recommend payment for a period of 30 days through no fault of the Contractor,or if the Owner fails to make payment thereon for a period of 30 days,the Contractor may,upon seven additional days' written notice to the Owner and the Architect,terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials,equipment,tools,and construction equipment and machinery, including reasonable overhead,profit and damages applicable to the Project. AIA Document A107Tm—1997.Copyright ©1936.1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of ay Architects. All rights reserved. WARNING:This Aide Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 16 reproduction or distribution of'this Air"-.°"DocumenL or any portion;of it,.may result in severe civil and crimiatal penalties,and will be prosecuted 'I, .n xhn...nv.........nva....P.n.....+..nl......n n.e{.n fnu. �.•.nL........n n..n.........wnd....n......1............ver ...ivil...< 4.rimi.......en ltie....n d ♦ .n....w L §19.2 TERMINATION BY THE OWNER §19.2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws,ordinances,or rules,regulations or orders of a public authority having jurisdiction;or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. §19.2.2 When any of the above reasons exists,the Owner,upon certification by the Architect that sufficient cause exists to justify such action,may,without prejudice to any other remedy the Owner may have and after giving the Contractor seven days'written notice,terminate the Contract and take possession of the site and of all materials, equipment,tools,and construction equipment and machinery:;thereon owned by the Contractor and may finish the Work by whatever reasonable method the Owner may deem expedient.Upon request of the Contractor,the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. §19.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 19.2.1,the Contractor shall not be entitled to receive further payment until the Work is finished. §19.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work,including compensation for the Architect's services and expenses made necessary thereby,and other damages incurred by the Owner and not expressly waived,such excess shall be paid to the Contractor.If such"costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner.The amount to be paid to the Contractor or Owner,as the case may be,shall be certified by the Architect,upon application,and this obligation for payment shall survive termination of the Contract. ARTICLE 20 OTHER CONDITIONS OR PROVISIONS �I This Agr ent entered into as of the day and,year first written above. 0 ER( ignature) CONTRACTOR(Signature) ( ri �n�-,aa and title) (Printed name and title) �A T i sP�ratatd sign an Qr4gi^al AIA Con Tact Document,on which this text appears iri:3E13,Art,original assures ihae changes will not be obscured. AIA Document A107TM—1997.Copyright ©1936,1951,1958,1961,1963,1966,1970,1974,1978,1987 and 1997 by The American Institute of Architects. All rights reserved. JVACNNG: his AIA'% Document is protected by U.S.Copyright Law and entern,aiional'treaties.€SnaWhos'ized 17 reproduction or distribution of this Ale Document,cr any portion of it.may result in severe civii and criminai penalties,and will be prosecuted P,•;`ha Matf'arm+m Pxt=nt nnRr iFIP 41MdPr 1h=Inut P„rrhvemm am ne rmiff.A fn r—rn 4—.t—ti m—ioe of fhic A....,,—f..,ho.. Tn.enn.f PROJECT MANUAL for SWIMMING POOL RENVATIONS at WOOD RIDGE HOMES NORTH ANDOVER, MASSACHUSETTS March 25,2009 Continental Building Consultants P.O.Box 518 Hampton, New Hampshire 03843 (800) 562-1037 i i TABLE OF CONTENTS for SWIMMING POOL RENOVATIONS at WOOD RIDGE HOMES NORTH ANDOVER, MA TABLE OF CONTENTS: DIVISION 0- CONTRACT FORMS,and CONDITIONS OF THE CONTRACT i SECTION 00500-AIA A107-97,ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR,AND GENERAL CONDITIONS SECTION 00600- SUPPLEMENTARY CONDITIONS DIVISION 1 - GENERAL REQUIREMENTS SECTION •lON-GENERAL REQUIREMENTS SECTION 01011 - SUMMARY OF THE WORK DIVISION 2-SITE WORK SECTION 02220 - EARTHWORK SECTION 02444- FENCING DIVISION 3- CONCRETE SECTION 03330- CAST IN PLACE CONCRETE WOOD RIDGE HOMES SWIMMIN POOL RENOVATIONS TABLE OF CONTENTS PAGE 1 i DRAWINGS SK-1 POOL RENOVATION PLAN SK-2 KIDDY POOL PLAN WOOD RIDGE HOMES SWIMMIN POOL RENOVATIONS TABLE OF CONTENTS PAGE 2 i w SECTION 01000 GENERAL REQUIREMENTS PART 1-GENERAL 1.01 PRE-BID INSPECTION A. The Contractor stipulates that before submitting his bid on this project, he inspected the site, attend the Pre-bid Conference as required, and that he read and became thoroughly familiar with the drawings and specifications, including all addenda. 1.02 CONTRACTOR PERFORMANCE A. Perform, or cause to be performed,all work and furnish supplies and materials, machinery,equipment,facilities and means necessary to complete the work required by this contract, in accordance with the provisions of the contract documents. Furnish,erect, maintain,and remove such construction plant and such temporary works as may be required. Be responsible for the safety, efficiency, and adequacy of plant,appliance,methods,and for any damage which may result from failure of improper construction, maintenance,or operation. 1.03 FIRE PROTECTION A. Provide and maintain adequate fire protection including fire extinguishers,dry chemical, or other effective means of fire extinguishment, ready for instant use, distributed around the project, and in or about temporary structures during completion of the Work. 1.04 TEMPORARY RIGGING AND CONVEYANCES A. Furnish,install, maintain and remove temporary rigging and safety devices. B. Meet the requirements of the State and Federal Labor laws applicable to such apparatus and equipment. C. Install and use all rigging equipment in such a manner as to prevent damage to new and existing work, and/or to personal property. Repair damages caused thereby. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS GENERAL REQUIREMENTS 01000 - 1 COPYRIGHTED MATERIAL i i . 1.05 RUBBISH AND TRASH DISPOSAL A. Remove all waste from the site on a daily basis or provide dumpsters of sufficient size to accommodate all trash, waste materials,debris generated during the project. Place dumpsters at locations in accordance with direction from Owner. Remove dumpsters upon project completion. B. Remove all trash and waste material,and dispose same at an approved disposal site. The Contractor shall pay all required charges and fees for the Contractor's use of any waste disposal site. C. Furnish documentation that all demolished materials, trash and waste materials have been transported and disposed in accordance with applicable Federal, State and local laws. 1.06 PARKING A. All vehicles shall be parked in area(s)designated by Owner's Representative. No vehicles shall be parked on lawns. 1.07 STAGING AREA A. Establish a staging area on the site as directed by Owner during the preconstruction conference. Limit material and equipment storage to this area. B. Contractor shall be fully responsible for security of staging area and all materials and equipment within. 1.08 CLEANING A. Maintain lawn areas,private and public roadways and walkways, and buildings clear of dirt and debris on a daily basis. Areas not cleaned by the Contractor at the end of each day may be cleaned by the Owner. The Contractor shall be backcharged for such cleaning. B. Before final inspection, sweep and clean all exterior areas, and remove all rubbish and debris from project. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS GENERAL REQUIREMENTS 01000 - 2 COPYRIGHTED MATERIAL 1.09 UTILITIES A. The Contractor shall provide toilet facilities for personnel on site. Portable toilet shall be located in an area designated by the Owner. Toilet facility shall be kept in a clean and sanitary condition. 1.10 PROTECTION OF PERSONS AND PROPERTY A. Contractor shall provide protection of the buildings and their contents from all risks associated with his operations. Protection shall include sidewalk protection and barriers as necessary for building occupants and passersby. B. Contractor shall schedule and execute work so as to prevent exposure of adjacent building areas to water, dust and debris, or materials used during the Work. C. Contractor shall protect the buildings and adjacent areas from damage and stains with sufficient and appropriate barriers, protective coverings where necessary. D. Contractor shall repair all damages resulting from his operations. Any damaged item or material shall be restored to its condition at the start of the Work, or if such condition can not be determined,to its original condition. All repair work shall be by approved means. 1.11 WORK SCHEDULE A. All work shall be performed between the hours of 8:00 A.M. and 6:00 P.M. on Mondays through Fridays unless otherwise permitted by the Owner. B. No extra compensation shall be paid to the Contractor for overtime hours unless the Owner has specifically requested that such overtime hours be worked. 1.12 CONTRACTOR'S REPRESENTATIVE A. The Contractor shall provide to the Owner and to the Engineer the name and telephone number of his designated representative for the project. B. The Contractor shall provide to the Owner and to the Engineer a 24 hour contact for emergencies. An electronic pager(beeper) number is acceptable. If Contractor fails to respond to an emergency call within 2 hours, the Owner shall take whatever action is necessary to correct the emergency condition and shall backcharge the Contractor for such work. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS GENERAL REQUIREMENTS 01000 - 3 COPYRIGHTED MATERIAL 1.13 SUBSTANTIAL COMPLETION A. When the Contractor considers that the work of this Contract is substantially complete,the Contractor shall prepare and submit to the owner a list of items to be completed. The contractor shall then promptly proceed to complete the items on the list. Upon receipt of the list the owner will make an inspection to determine if the work is substantially complete. When the work is substantially complete,owner will issue a Certificate of Substantial Completion which will establish the date of substantial completion,shall establish the responsibilities of the Owner and the Contractor for security, maintenance,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. The Certificate of Substantial Completion shall be signed by the owner and the Contractor as their written acceptance of responsibilities assigned to them in such certificate. END OF SECTION WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS GENERAL REQUIREMENTS 01000 - 4 COPYRIGHTED 1000 - 4 COPYRIGHTED MATERIAL SECTION 00600 SUPPLEMENTARY CONDITIONS GENERAL REQUIREMENTS AIA Document A 107-1997, ,"Abbreviated Form of Agreement between Owner and Contractor for Construction Projects of Limited Scope" constitutes the General Conditions of this Contract. Articles of the AIA General Conditions listed under this Section are amended by adding, substituting or omitting material as indicated herein. All provisions of such articles not so specifically amended herein shall remain in force and effect. ARTICLE 7: OWNER A. Delete article 7.1 in its entirety. ARTICLE 8: CONTRACTOR A. Delete article 8.13.1 and substitute the following in its entirety: Indemnity 8.13.1 Contractor shall indemnify and hold harmless the Owner and its officers,directors, agents, employees and the Shareholders of Wood Ridge Homes,and the Architect,Architect's employees, and consultants and agents and employees of any of them from any and all claims,damages, losses and expenses, injury,death, or accident, including court costs and attorneys' fees to the extent caused by any breach or default of this Contract or negligent act or omission of the Contractor, its employees, agents or subcontractors. This indemnity shall not be limited in any way by any limitations on the amount or type of proceeds, damages,compensation or benefits payable under insurance policies, workers compensation acts,disability benefit or other employee benefit acts. In case any action is brought against any person or entity and is indemnified under this paragraph, 8.13.1, the Contractor shall assume full responsibility for its defense by counsel reasonably acceptable to the Owner and upon failure to do so on proper notice, the owner reserves the right to defend such action and to charge all costs thereof to the Contractor. ARTICLE 16: INSURANCE A. Delete article 16 in its entirety and substitute the following in its entirety. Insurance Contractor shall protect the job site and the Work and shall repair or replace,at its own cost and WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS 00600 - 1 COPYRIGHTED MATERIAL expense any loss, claim or damage to Wood Ridge Homes Co-operative Community, the Owner, or any member thereof or resident occurring during the term of this contract or prior to the final delivery and acceptance by the Owner of the Work, by any act,omission, negligence,accident,fire, wind,water, lightning,theft or for any reason caused either directly or indirectly by Contractor, its agents or employees, in the performance or default of this contract,except that the Owner shall also maintain property insurance upon all buildings for all permanent construction and installations thereof. Contractor shall be wholly responsible for the carrying out of this Work, subject to approval and final acceptance by the Owner. Any payment to Contractor shall not relieve the Contractor from responsibility for carrying out of said Work. Contractor shall furnish and maintain during the life of this Contract such public liability and property damage insurance with a waiver of subrogation in favor of the Owner as shall protect it and any subcontractor or person performing work covered by this Contract from claims for damages for personal injury, including accidental death,except by persons protected by workers compensation statute and from claims for property damage which might arise from operations under this Contract. The minimum amounts of such insurance shall be as listed below. Contractor may procure at his own expense such additional amounts that he in his judgment deems desirable. (1) Liability Insurance (a) Workers Compensation(including All-States Endorsement): State: Statutory Employers Liability: $500,000 (b) Commercial General Liability (including Premises/Operations, Independent Contractors' Protective,Products and Completed Operations,Broad Form Property Damage) and Contractual Liability. Bodily Injury: $1,000,000 Each Occurrence $2,000,000 Annual Aggregate Property Damage: $500,000 Each Occurrence $1,000,000 Annual Aggregate (c) Property Damage Liability Insurance including X(Explosion). C(Collapse),and(U) Underground coverage: $1,000,000 Each Occurrence (d) Personal Injury, with Employment Exclusion deleted: $1,000,000 Aggregate (e) Comprehensive Automotive Liability: Bodily Injury: $1,000,000 Each Person $1,000,000 Each Accident Property Damage $1,000,000 Each Occurrence WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS 00600 - 2 COPYRIGHTED MATERIAL (2) The Contractor shall maintain during the life of this Contract Workers Compensation for all persons employed under the contract. (3) Prior to commencement of any work, Contractor shall furnish to the Owner: 1. Workers Compensation Certificates which indicate coverage for the class of work involved in the contract. 2. Certificates of Insurance naming the Owner and its officers,directors and agents,and the shareholders of the Co-operative as additional insured and agreeing to notify the Owner before termination thereof. 3. Insurance Declaration pages with policies attached covering all of the insurance heretofore mentioned. 4. Confirmation from its insurance carrier that the indemnification by the Contractor as i specified in paragraph 8.13, above, is covered by the Contractor's insurance. (4) The Owner at its option may terminate this contract without cost if the Contractor fails to i deliver properly executed certificates prior to commencement of work. Alternatively,the Contractor may provide to the Owner an Owner's Protective Public Liability insurance policy in lieu of the foregoing, with minimum amounts of coverage as set forth above, in which event the Contractor shall also obtain an endorsement to its Liability Insurance polity deleting the exclusion for contractually assumed liability, providing a copy thereof to the Owner. ARTICLE 18: MISCELLANEOUS PROVISIONS lA. Add the following new paragraph 18.5 as follows: 1 18.5 Additional Miscellaneous Provisions 18.5.1 The Contractor shall pay for all permits and licenses necessary for the completion and execution of the work. Strict compliance with Municipal and State Codes and Ordinances shall be observed in all phases of the work. i 18.5.2 The Contractor shall furnish to Wood Ridge Homes Co-Operative Community I a written guarantee that all work performed shall be free of defects and materials and workmanship for a period of two(2)years from the date of Substantial Completion of the project, and that he will, at his own expense, repair and replace all such defective work, and all other work damaged thereby, which becomes defective WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS 00600 - 3 COPYRIGHTED MATERIAL during the term of the guarantee. 18.3.3 All work is to be done in a high quality workmanship manner by skilled mechanics. All materials shall be installed in accordance with the manufacturers printed label directions, and be free from defects. 18.5.4 Provide to Wood Ridge Homes Co-Operative representatives complete access to the project at all times for purposes of inspection of the work. Any work found not conforming to specifications shall be removed and/or repaired directed by the Owner's representative at no additional cost. The Owner will designate persons who will represent the Association for the execution and expediting of this contract. The contractor shall deal only with Owner's authorized Personnel. END OF SECTION WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS 00600 . 4 COPYRIGHTED MATERIAL SECTION 01011 SUMMARY OF WORK PART 1 - GENERAL 1.01 WORK COVERED BY THE CONTRACT DOCUMENTS A. POOL RENOVATION 1. Restore plaster lining in pool to a watertight condition. 2. Repair skimmers,drains and inlets to provide a watertight condition. 3. Install new pool tile and coping along entire perimeter of pool. Install new tile on pool steps. 4. Install new ladders and railings. 5. Install new filtration system for pool including all new piping. 6. Install direct fill pipe into pool. 7. Install new concrete pool deck. 8. Install chain link and PVC fence around perimeter of deck so as to completely enclose pool area. B. KIDDY POOL 1. Secure any required state or municipal permits before commencement of any work. 2. Construct 30' x 35' -unite kiddy pool as shown on drawings. 3. Install filtration system as required for operation of pool 4. Install enclosure shed for filtration system. 5. Install concrete pool deck around perimeter of pool. 6. Install chain link and PVC fence around exterior perimeter of pool deck as indicated on drawings. 7. Install 4' chain link fence between kiddy pool and adult pool as shown on drawing. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS SUMMARY OF WORK 01011 - 1 Technical specifications for fencing and concrete work are included herein as are general specifications for the project Bidders are requested to submit a lump sum bid on the enclosed bid form. The successful bidder will be required to provide shop drawings for pool repairs, the new kiddy pool and the new mechanical system. C. The work is defined in the contract documents which include: 1. Project Manual,dated February 13, 2009 consisting of the contract forms, contract conditions,and specification sections as listed in the Table of Contents. D. The Contract Documents define the scope of the project provided by owner. Provide design work required by any codes,ordinances,or laws, local or otherwise required to complete the work in the form of shop drawings. E. The Contractor shall be responsible for all necessary permits and for notification of Dig-Safe before any work is undertaken. 1.02 LOCATION OF THE WORK A. The work is located at: Wood Ridge Homes Wood Ridge Drive North Andover, MA 1.03 CONTRACTOR'S DUTIES A. Except as specifically noted, provide and pay for: 1. Labor, materials and equipment. 2. Tools,construction equipment, and machinery. 3. Other facilities and services necessary for the proper execution of the Work including the acquisition of all required permits. B. Provide notices as required. C. Comply with codes, ordinances, rules, regulations,orders and other legal requirements of public authorities which bear on performance of the Work. D. Promptly submit written notice to the owner of any observed variance of contract documents from legal requirements. Contractor shall WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS SUMMARY OF WORK 01011 - 2 assume responsibility for work performed contrary to such requirements, unless written notice is submitted to owner. E. Enforce strict discipline and good order among employees. Do not employ on work unfit persons,or persons not skilled in assigned tasks. F. Perform all work in accordance with the requirements of OSHA and accepted industry standards. END OF SECTION WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS SUMMARY OF WORK 01011 - 3 SECTION 02444 FENCES AND GATES PART 1 - GENERAL 1.1 SUMMARY The Contractor shall supply all materials,equipment and labor required for completion of the work under this section. This work includes the complete installation of a combination of chain link and PVC enclosure fences around the swimming pool area,and two gates as is depicted on the project drawings. All work shall be performed in a first class,workmanlike manner to provide a secure, properly constructed fence surrounding the swimming pool area. The Contractor shall schedule and coordinate the work to minimize any inconvenience to the residents and employees of Wood Ridge Homes and any disruption of the normal use of the property. 1.2 RELATED WORK The work under this section shall be directly related to the work under the following Sections: - Section 02700- Asphalt Paving - Section 02050- Demolition 1.3 MANUFACTURER'S QUALIFICATIONS Fence, gates,and accessories shall be products of manufacturers'regularly engaged in manufacturing items of type specified. 1.4 SUBMITTALS The following shall be submitted for approval before commencement of fencing work: 1. Manufacturer's Literature and Data: Chain link fencing, gates and all accessories. 2. Manufacturer's Certificates: Zinc-coating complies with complies with specifications. 3. Manufacturer's Literature and Data: PVC fencing and accessories WOOD RIDGE HOMES SWIMMING POOL RENOVATION FENCING 02444 - 1 1.5 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. B. American Society for Testing and Materials(ASTM): A392-03 Zinc-Coated Steel Chain-Link Fence Fabric A817-03 Metal-Coated Steel Wire for Chain-Link Fence Fabric and Marcelled Tension Wire C94/C94M-03 Ready Mixed Concrete F567-00 Installation of Chain-Link Fence F626-(82003) Fence Fittings F900-03 Industrial and Commercial Swing Gates F1043-00 Strength and Protective Coatings on Metal Industrial Chain-Link Fence Framework F1083-(R2003) Pipe, Steel,Hot-Dipped Zinc-Coated(Galvanized) Welded,for Fence Structures. PART 2 PRODUCTS 2.1 GENERAL Materials shall conform to ASTM F1083 and ASTM A392 ferrous metals, zinc coated;and detailed specifications forming the various parts thereto; and other requirements specified herein. Zinc coat metal members(including fabric,gates, posts,rails, hardware and other ferrous metal items)after fabrication shall be reasonably free of excessive roughness, blisters and sal-ammoniac spots. 2.2 CHAIN LINK FABRIC ASTM A392 9 gauge wire woven in a 2 inch mesh.Top and bottom selvage shall have twisted and barbed finish. Zinc coating weight shall be 1.2 ounces per square foot. 2.3 POST, FOR GATES AND FENCING ASTM F1083, Grade SK-40A, round, zinc coated steel. Dimensions and weights of posts shall conform to the tables in the ASTM Specification. Provide post braces and truss rods for each gate, corner, pull or end post. Provide truss rods with turnbuckles or other equivalent provisions for adjustment. 2.4 TOP RAIL MIDDLE RAIL AND BOTTOM RAIL WOOD RIDGE HOMES SWIMMING POOL RENOVATION FENCING 02444 - 2 Grade SK-40A round zinc coated steel. Dimensions and weights ASTM F1083, G of rails shall conform to the tables in the ASTM Specification;fitted with suitable expansion sleeves and means for securing rail to each gate, corner, and end posts. 2.5 TOP AND BOTTOM TENSION WIRE ASTM A817 and ASTM F626, zinc coated, having minimum coating the same as the fence fabric. 2.6 ACCESSORIES Accessories as necessary caps, rail and brace ends, wire ties or clips, braces and tension bands, tension bars,truss rods, and miscellaneous accessories conforming to ASTM F626 2.7 GATES ASTM F900,type as shown. Gate framing, bracing, latches,and other hardware zinc coating weight shall be the same as the FABRIC. Gates shall have truss rods or intermediate braces. Attach gate fabric to the gate frame by method standard with the manufacturer,except that welding will not be permitted. Arrange latches for padlocking so that padlock will be accessible from both sides of the gate regardless of the latching arrangement. 2.10 GATE HARDWARE Manufacturer's standard products, installed complete.The type of hinges shall allow gates to swing through 180 degrees,from closed to open position. Hang and secure gates in such a manner that, when locked,they cannot be lifted off hinges. 2.11 PVC FENCING PVC fencing shall be 6 foot high by 8 foot wide sections with alternating board construction. The line posts and end posts shall be made by the same manufacturer as the fence and shall be the specific models of post designed and intended to be used with that model of fence. 2.12 CONCRETE ASTM C94/C94M, using 3/4 inch maximum size aggregate,and having minimum compressive strength of 3000 psi at 28 days. Non shrinking grout shall consist of one part Portland cement to three parts clean, well graded sand, non shrinking grout.additive and the minimum amount of water to produce a workable mix. WOOD RIDGE HOMES SWIMMING POOL RENOVATION FENCING 02444 - 3 PART 3 EXECUTION 3.1 INSTALLATION Install fence by properly trained crew,on previously prepared surfaces, to line and grade as shown. Install fence in accordance with ASTM F567 and with the manufacturer's printed installation instructions,except as modified herein or as shown. Maintain all equipment,tools, and machinery while on the project in sufficient quantities and capacities for proper installation of posts, chain links and accessories. 3.2 EXCAVATION Excavation for concrete embedded items shall be of the dimensions shown,except in bedrock. If bedrock is encountered before reaching the required depth,continue the excavation to 18 inches into the bedrock„and provide a minimum of 2 inches larger diameter than the outside diameter of the post. Clear loose material from post holes. 3.3 POST SETTING Install posts plumb and in alignment. Set post in concrete footings of dimensions as shown, except in bedrock.Thoroughly compact concrete so as it to be free of voids and finished in a slope or dome to divert water running down the post away from the footing. Install posts in bedrock with a minimum of one inch of non shrinking grout around each post. Thoroughly work non shrinking grout into the hole so as to be free of voids and finished in a slope or dome. Cure concrete and grout a minimum of 72 hours before any further work is done on the posts. 3.5 POST CAPS Fit all exposed ends of post with caps. Provide caps that fit snugly and are weathertight. Where top rail is used, provide caps to accommodate the top rail. Install post caps as recommended by the manufacturer and as shown. 3.6 TOP RAILS, MIDDLE RAILS AND BOTTOM RAILS Install rails before installing chain link fabric. Provide suitable means for securing rail ends to terminal and intermediate post. Top rails shall pass through intermediate post supporting arms or caps as shown. The rails shall have expansion couplings(rail sleeves) spaced as recommended by the manufacturer. 3.7 TOP AND BOTTOM TENSION WIRE WOOD RIDGE HOMES SWIMMING POOL RENOVATION FENCING 02444- 4 Install and pull taut tension wire before installing the chain link fabric. 3.8 ACCESSORIES Supply accessories(posts braces,tension bands, tension bars,truss rods, and miscellaneous accessories), as required and recommended by the manufacturer,to accommodate the installation of a complete fence, with fabric that is taut and attached properly to posts, rails, and tension wire. 3.9 FABRIC Pull fabric taut and secured with wire ties or clips to the top rail,bottom rail and tension wire close to both sides of each post and at intervals of not more than 24 inches on centers. Secure fabric to posts using stretcher bars and ties or clips. 3.10 GATES Install gates plumb, level,and secure for full opening without interference. Set keepers,stops and other accessories into concrete as required by the manufacturer and as shown. Adjust hardware for smooth operation and lubricate where necessary. 3.11 REPAIR OF GALVANIZED SURFACES Use galvanized repair compound, stick form,or other method,where galvanized surfaces need field or shop repair. Repair surfaces in accordance with the manufacturer's printed directions. 3.12 INSTALLATION OF PVC FENCING Install PVC fencing in strict accordance with the manufacturer's installation instructions. 3.14 FINAL CLEAN UP A. All buildings and surrounding areas shall be cleaned of all trash. dirt and debris associated with the work to the satisfaction of the Owner. B. Any items stained, discolored or otherwise damaged as a result of the work shall be cleaned, restored or replaced to the satisfaction of the Owner. C. All landscaped areas shall be raked clean and all paved areas shall be swept clean. WOOD RIDGE HOMES SWIMMING POOL RENOVATION FENCING 02444 - 5 D. Any vehicular or other damage to landscaped or other areas around the building shall be repaired or restored to the satisfaction of the Owner. E. A final inspection of the work, including final clean-up, shall be required by the Owner and Engineer. END OF SECTION II WOOD RIDGE HOMES SWIMMING POOL RENOVATION FENCING 02444- 6 SECTION 02220 EXCAVATION, BACKFILL, COMPACTION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. The conditions of the Contract and Division 1,General Requirements are hereby a part of this Section. B. Examine all Drawings and all other Section of the Specifications for requirements therein affecting the work of this Section. 1.02 SCOPE OF WORK A. Perform all work required to complete the work of this Section,as indicated. Such work includes, but is not limited to,the following. 1. Excavation to line, grade and configuration as indicated in the plans and specifications for the installation of utility piping,wiring and conduit,concrete decks and walls,the kiddy pool, light posts,fencing and other landscape improvement items. 2. Backfill of trenches with bedding materials as specified and with suitable fill to indicated subgrade. 3. Fill to line and grade as indicated in the plans and specifications for utility pipelines, appurtenant structures, pool decks,the kiddy pool and miscellaneous site work. 4. Compaction of new materials as required herein. 1.03 QUALITY ASSURANCE A. Codes and standards: Perform site improvement work in compliance with applicable requirements of governing authorities having jurisdiction. B. Qualifications of workers: Use adequate numbers of skilled workers who are trained in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work of this Section. C. The Contractor and his Subcontractors shall inspect all sub-bases for unstable,unsuitable or improperly prepared areas. Do not begin work over unacceptable areas. Beginning work means the Contractor and his Subcontractors accept the subbase, previous work WOOD RIDGE HOMES EXCAVATION, FILL AND COMPACTION 02220-1 i r _ tand conditions and shall be held responsible for any corrections required to properly implement the Construction Documents. 1.04 PROJECT CONDITIONS A. Environmental Requirements: The Contractor shall verify site conditions to assure that I following: the requirements for installation procedures conform to the g: 1. Excavation shall not be placed when the ambient temperature is below 32 degrees Fahrenheit or when there is frost in the ground or any other time when weather or ground conditions are unsuitable for the type of material being placed. B. Existing utilities: Locate existing xistin utilities in areas of work. If utilities are to remain in place, provide adequate means of protection during installation of site improvements. C. Protection: The Contractor shall use all means necessary to protect the materials of this i Section before,during and after installation. In the event of damage,make all repairs and replacements necessary to approval of the Engineer and at no additional cost to the Owner. All work shall be executed in such a manner as to prevent any damage to existing streets,curbs, paving to remain,existing plant materials,and adjoining properties. D. The Contractor shall remove all debris,construction equipment and scrap material from areas within the limit of work prior to inspection for acceptance. PART 2 - PRODUCTS AND MATERIALS 2.01 MATERIALS All fill materials shall meet or exceed the requirements of this section. The following table serves as a guidance for the gradation of various aggregate materials. The Contractor shall indicaate when submitting materials to be tested what the applications of such materials will be. MATERIAL DESCRIPTION 2 " 1 3/4" 1/2" 3/8" 1/4" 4 10 40 200 Select Backfill 85-100 10-30 0-5 3/4" Crushed Stone 100 90-100 20-50 0-10 WOOD RIDGE HOMES EXCAVATION, FILL AND COMPACTION 02220-2 Pipe Bedding 100 90-100 20-55 0-10 0-5 Base Course Crushed Gravel 100 45-70 30-55 0-20 0-5 Subbase Course Gravel* 25-70 0-30 0-7 *Aggregate subbase course shall not contain particles of rock which are large than 4 inches. PART 3 - EXECUTION 3.01 GENERAL A. Identify all lines,elevations,and grades necessary to construct kiddy pool and pool decks as shown in the plans and specifications. B. Provide adequate protection for bench marks, property corners, monuments and other reference points. C. Locate and identity all site utilities that have been previously installed and may be in danger of damage by excavation operations. Provide protection for such utilities as necessary. D. Install and maintain dewatering systems as necessary during excavation and fill operations. 3.02 EXCAVATION FOR UTILITY INSTALLATIONS A. The local utility companies shall be contacted before excavation begins. Dig trench at proper width and depths for laying pipe. Cut trench banks as nearly vertical as is practical and remove stones as necessary to prevent point bearing. Over excavate wet or unstable soil if encountered from trench bottom as necessary to provide suitable base for continuous and uniform bedding. B. All trench excavation side walls greater than 5 feet in depth shall be sloped, shored, sheeted, braced or otherwise supported by means of sufficient strength to protect workers within them in accordance with the applicable rules and regulations of OSHA and of local ordinances. Lateral distance to an exit ladder shall not be greater than 25 feet in trenches 4 feet or deeper. C. Perform excavation as indicated to specified depths. During excavation, stockpile WOOD RIDGE HOMES EXCAVATION, FILL AND COMPACTION 02220-3 materials suitable for back filling in an orderly manner far enough from the bank of trench to avoid overloading, slides or cave-ins. D. Remove excavated material unnecessary for or unsuitable for backfill as specified. Remove any waste, structures or other material and dispose of such in a lawful manner. E. Prevent surface water from flowing into trenches or other excavations by temporary grading or other methods as necessary. Remove accumulated water in trenches or other excavations by pumping or other acceptable methods. F. Open cut excavations with a trenching machine or backhoe. G. Accurately grade trench bottom to provide uniform bearing and support for each section of pipe on bedding material at every point along the entire length except where necessary to excavate for bell holes, proper sealing of pipe joints or other required connections. Dig bell holes,and depressions for joints after trench bottom has been graded. Dig only no longer, wider or deeper than needed to make joint connections properly. H. Trench width below the top of the pipe shall be not less than 12 inches nor more than 18 inches wider than the exterior surfaces of the pipe to be installed. 3.03 UTILITY PIPE BEDDING A. Accurately cut trenches for pipe to be installed to a depth 6"below bottom surface of pipe. B. Place 6 inches of bedding material compacted in bottom of trench and accurately shape to conform to lower portion of pipe barrel. TENANT R STRUCTURES 3.04 BACKFILLING FOR TRENCHES AND APPURTENANT A. Backfilling shall not be performed until any and all required utility tests are successfully completed and accepted by governing authorities. Backfill trenches and other excavations as specified. If improperly backfilled, reopen to depth required to obtain proper compaction. Backfill and compact as specified to properly correct in an acceptable manner. B. After pipe has been installed, bedded and tested as specified, backfill trench or structure excavation with specified material placed in 8 inch maximum loose lifts. C. Backfill trenches to the contours and elevations indicated in the plans with suitable, unfrozen materials. D. Systematically backfill to allow time for natural settlement. Do not backfill over porous, WOOD RIDGE HOMES EXCAVATION, FILL AND COMPACTION 02220-4 r wet.frozen or spongy subgrade surfaces. 3.05 COMPACTION A. Maintain optimum moisture content of fill materials to attain required compaction density. B. Owner may retain an independent testing laboratory to perform field compaction tests of fill and backfill materials. Contractor shall provide full cooperation to testing personnel and shall provide materials for testing as necessary. C. All materials shall be compacted to 95%of maximum dry density as determined by ASTM D 1557. D. If compaction requirements are not met,contractor shall remove and recom act non P q P compliant areas at no additional cost to the Owner. E. Exercise proper caution when compacting immediately over tops of pipes. 3.06 FINISH GRADING A. Finished subgrades shall be verified to insure proper elevation and conditions for construction above subgrade. B. Surface of subgrade after compaction shall be hard, uniform, smooth, stable and true to grade and cross-section. C. Grading of areas to be paved shall be checked by string line from grade stakes set at not more than 50 foot intervals.Tolerances of 0.10 feet, more or less, shall be permitted. Contractor to provide engineering and field staking as necessary for verification of lines, II grades and elevations. 3.06 SURPLUS MATERIALS A. All excavated or other surplus material not incorporated into the finished work shall become the property of the Contractor who shall legally dispose of all such materials off site at no additional expense Owner. to the Or. 3.05 PROTECTION A. All rules and regulations governing the respective utilities shall be observed in executing all work under this Section. All work shall be executed in such a manner as to prevent any damage to existing streets, curbs, paving, service utility lines, structures and WOOD RIDGE HOMES EXCAVATION, FILL AND COMPACTION 02220-5 I ' adjoining property. END OF SECTION WOOD RIDGE HOMES EXCAVATION, FILL AND COMPACTION ` 02220-6 I i SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 —GENERAL 1.01 SUMMARY A. Section Includes: Cast-in-place concrete, including formwork, reinforcing, mix design, placement procedures, and finishes. B. Related Sections: Refer to the following sections for related work: 1. Section 02200-Earthwork 2. Section 02444 - Fencing 1.02 REFERENCES A. American Concrete Institute (ACI) B. American Society for Testing and Materials (ASTM) C31 Practice for Making and Curing Concrete Test Specimens in the Field C33 Specification for Concrete Aggregates [ C39 Test Method for Compressive Strength of Cylindrical Concrete Specimens C42 Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete C94 Specification for Ready-Mixed Concrete C260 Specification for Air-Entraining Admixtures for Concrete 0494 Specification for Chemical Admixtures for Concrete C. Concrete Reinforcing Steel Institute (CRSI) WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-1 1.03 SUBMITTALS A. General: Submit the following items at least 21 days prior to placement of concrete: B. Product Data: Submit product data for the following materials and items. 1. Reinforcement 3. Admixtures 4. Joint Systems 1 C. Shop Drawings: Submit detailed shop drawings for fabrication, bending and placement of concrete reinforcement. 1.04 QUALITY ASSURANCE A. Codes and Standards: Comply withrovisions of the following,g, ex cept as otherwise indicated: 1. ACI 302 "Guide for Concrete Floor and Slab Construction" 2. ACI 304 "Guide for Measuring, Mixing, Transporting and Placing Concrete" 3. ACI 305 "Hot Weather Concreting" 4. ACI 306 "Cold Weather Concreting" 5. ACI 308 Standard Practice for Curing Concrete" 6. ACI 309 "Standard Practice for Consolidation of Concrete" 7. ACI 315 "Details and Detailing of Concrete Reinforcement" 8. ACI 318 "Building Code Requirements for Reinforced Concrete" 9. CRSI "Manual of Standard Practice" ' 10. SP-66 "ACI Detailing Manual" B. Quality Control Testing During Construction: The Owner may engage concrete testing service for quality control testing during concrete operations. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-2 1. Notify the Owner's Representative at least two (2) working days in advance of field operations requiring concrete testing, or of resumption of operations after stoppages. 2. Coordinate concrete operations with testing service to facilitate quality control testing. t PART 2 - PRODUCTS 2.01 FORM MATERIALS FOR SLABS ON GRADE A. General: Design and construct formwork to insure that finished concrete will conform accurately to indicated dimensions, lines, and elevations, and within the tolerances specified. C1. Provide forms of wood or steel, straight, and of sufficient strength to resist springing during depositing and consolidating concrete. 2. Wood Forms: Surfaced plank, 2 inch (51 mm) nominal thickness, straight and free from warp, twist, loose knots, splits or other defects. 3. Steel Forms: Channel-formed sections with flat top surface, welded braces at each end and at not less than two (2) intermediate points. 2.02 REINFORCING MATERIALS I A. Cold-drawn steel wire: ASTM A82. B. Welded wire fabric: ASTM A185, welded steel wire fabric. Furnish in flat sheets, not rolls, unless rolls are acceptable to the SDR. C. Reinforcing Bars: ASTM A615, deformed. 1. Provide Grade 40 bars No. 3 and 4 for stirrups and ties. 2. Provide Grade 60 bars No. 3 to 18, except as otherwise noted. I D. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. f WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-3 I 1. Use wire bar type supports complying with CRSI recommendations, unless otherwise indicated. Do not use wood, brick, stone, broken block or pieces of concrete. 2. For concrete-on-grade, use supports with sand plates or horizontal runners if base material will not adequately support chair legs. 2.03 CONCRETE MATERIALS A. Portland Cement: ASTM C150 Types I-II and III, "Low-Alkali" cement, unless otherwise specified. Use one brand of cement throughout project unless otherwise acceptable to the SDR B. Aggregates: ASTM C33; provide aggregates from single source for exposed concrete. Do not use sandstone aggregates. 1. Fine Aggregate: Clean, sharp, natural sand free from loam, clay lumps or other deleterious substances. Do not use dune, bank run, or manufactured sand. 2. Coarse Aggregate: Clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter, as follows: a. Crushed stone, processed from natural rock or stone. b. Natural or crushed gravel. Do not use pit or bank run gravel. C. Water: Potable, clean, fresh, free from oil, acid, organic matter or other deleterious substances. D. Fly Ash: ASTM C618, Class F; use one brand of fly ash throughout project unless otherwise acceptable to the SDR. E. Admixtures: All admixtures shall be specified in the mix design. 1. Air-Entraining Admixture: ASTM C260 2. Water-Reducing Admixture: ASTM C494, Type A. 3. High Range Water-Reducing Admixture (Super Plasticizer): ASTM C494, Type F or Type G. 4. Water-Reducing, Retarding Admixture: ASTM C494, Type D. 5. Chloride-containing admixtures are not permitted. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-4 2.05 RELATED MATERIALS A. Expansion Joint Materials Slabs-in-Ground, Sidewalks, and Curb and Gutter Joints: ASTM D1751, preformed expansion joint filler having relatively little extrusion and substantial recovery after release from compression. B. Non-Shrink Grout: ASTM C1107, factory pre-mixed, non-metallic grout. r C. Liquid Membrane-Forming Curing Compound: ASTM C309, Type I or I-D, Class 2.06 CONCRETE MIX DESIGN A. General: Provide "Ready-Mixed" concrete produced in accordance with ASTM C94. IF 1. Compressive Strength: a. Structural Concrete: Minimum 3000 psi (20.7 MPa) compressive Y' strength at 28 days. a 2. Slump due to water content alone (without the addition of super plasticizer) shall be as follows: Allowable Slump Min-Max (inch) Sidewalls, driveways and slabs-on-ground 2-4 (51-102 mm) Sidewalks, curbs and gutters 2-4 (51-102 mm) After the addition of super plasticizers, slumps may range from 3 to 11 inches (76 mm to 279 mm) provided that the concrete mix is cohesive and non- segregating, has controlled time of set and minimal bleed water. B. Aggregate: ASTM C33: 1. Coarse Aggregate: ASTM C33, Table 2, Grading Requirements for Coarse Aggregates. 2. Fine Aggregate: ASTM C33, Section 5.1 Sieve Analysis, Fine Aggregate. C. Admixtures . l. Use water-reducing admixture or high range water-reducing admixture (super x plasticizer) in all concrete. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-5 2. Use air-entraining admixture in exterior exposed concrete, unless otherwise e. indicated. Use air content of 3.5 to 6.5%. 3. When air-entraining admixture is used solely for increasing workability of mix, use air content of 3 to 5%. 4. Fly Ash: Fly'ash shall be used in all concrete mixes. Class F fly ash shall be proportioned by weight of cement to provide fly ash to Portland cement ratio not less than 20%, or greater than 25% of the sum of total weight,of fly ash and cement. 2.07 PLANT EQUIPMENT MACHINES, AND TOOLS :r A. General: Plant, equipment, machines, and tools used in the work shall be subject to approval and shall be maintained in a satisfactory working condition at all times. ;§ 1. Provide equipment with capability of producing the required product, meeting grade controls,thickness control and smoothness requirements as specified. 2. Use of equipment shall be discontinued if it produces unsatisfactory results. p 3. Owner's Representative shall have access at all times to the plant and equipment to ensure proper operation and compliance with specifications. B. Soft-Cut Saw: Designed and shown to be able to cut concrete shortly after final set without causing raveling or other untoward effect upon the concrete finish. Provide diamond blade with thickness no greater then 1/8 inch(3.18 mm) to soft-cut joint of size indicated. PART 3 -EXECUTION 3.01 FORM SETTING FOR SLABS ON GRADE A. General: Set forms to the indicated alignment, grade and dimensions. ,A 1. Provide minimum of three (3) stakes per form placed at intervals not to exceed 4 feet(1.2 m)to hold forms rigidly in place. 2. Provide additional stakes and braces for corners, deep sections, and radius bends, as required. 3. Provide clamps, spreaders, and braces where required to insure rigidity in forms. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE :; $ 03300-6 4. Clean and coat forms with form oil each time before concrete isP laced. R 5. Wood forms may be thoroughly wetted with water before concrete is placed, except when probable freezing temperatures may occur, oiling is mandatory. B. Set forms for slabs on grade with the upper edge true to line and grade with an £_ allowable tolerance of 1/8 inch(3 mm) in any 10 foot (3 m) long section. 1. After forms are set, check grade and alignment with 10-foot(3 m) straightedge. 2. Provide transverse slope of 1/4 inch per foot (6.35 mm per meter) with low side away from the swimming pool. 1v 3.03 PLACING REINFORCEMENT �4 A. Comply with CRSI's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports, and as herein specified. Field bending of grade 60 bars is not permitted. B. Clean reinforcement of loose rust and mill scale, earth, ice, oil, concrete splatter from previous pours, and other materials which reduce or destroy bond with concrete. C. Accurately position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. D. Install welded wire fabric of same gage in as long of lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps of adjacent widths to prevent continuous laps in either direction. 3.04 JOINTS A. Isolation Joints: Construct isolation joints in slabs-on-ground at points of contact between slabs on ground and foundations as shown on Contract Drawings. Unless otherwise indicated, install 90#felt paper between slab and vertical surface. B. Contraction (Control) Joints I 1. Contraction Joints in Slabs-on-Grade: Construct contraction joints in slabs-on- 1 I grade to form panels of patterns as shown. Use saw cuts 1/8 inch (3.18 mm) k. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-7 wide by one-fourth of slab depth, or inserts 1/4 inch (6.32 mm) wide by one- fourth of slab depth, unless otherwise indicated. a. Form contraction joints by inserting premolded plastic, hardboard, or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. Remove inserts and clean groove of loose debris after concrete has cured. byy. b. If joint pattern is not indicated in Contract Drawings, provide joints at intervals not exceeding 30 times the slab thickness in either direction, and located to conform to bay spacing wherever possible (at column centerlines, half bays, third bays). ' C. Expansion Joints i'. 1. Slabs-on-Ground: Expansion joint material shall be placed around utility access openings within the slab, including clean outs and utility valves, and between new concrete slab and adjacent masonry. a. Provide premolded, asphalt impregnated joint material 1/2 inch (12.7 mm) thick . b. Extend joint material to full depth of concrete. !IL 3.05 PREPARATIONS FOR PLACING CONCRETE A. Remove water from excavations. Before placement of concrete, remove wood chips, shavings, and hardened concrete from forms. 1. Clean all equipment. 2. Wet forms, except in freezing weather, or oil forms. B. Earth shall be uniformly moist when concrete is placed. Sprinkling method shall not be such as to form mud or pools of water. Watering subgrade immediately prior to placing concrete is not sufficient to make the soil uniformly moist. C. Notify other crafts to permit installation of their work. Coordinate installation of joint materials and moisture barriers with placement of forms and reinforcing steel. 3.0 CONCRETE 6 PLA ING C A A. Notify Owner's Representative 48 hours in advance prior to concrete placement. a` WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-8 B. Field Inspection: Do not place concrete until forms and reinforcing steel have been inspected and approved. 1. Place Ready-Mix concrete within specified time after batching. Below 40 degrees F (4 degrees C) See Cold Weather Placing 40 - 85 degrees F (4- 29 degrees C) 90 minutes i 86 - 90 degrees F (30 - 32 degrees C) 75 minutes ,- Above 90 degrees F (32 degrees C) 60 minutes a ; Concrete exceeding delivery time may be rejected by the Owner's Representative. G' 2. Adding Water: Do not add water after initial introduction of mixing water for batch except when slump of concrete is less than that specified upon arrival at job site, and maximum water/cement ratio for mix has not been exceeded. r, a. Notify Owner's Representative before adding any water. b. Add water to bring slump within specified limits. Turn drum at least 30 additional revolutions at mixing speed. Do not add water to batch at any later time. c. Insure that concrete strength meets specified requirements, and water does not exceed maximum amount specified in CONCRETE MIX DESIGN. C. General: Comply with ACI 304, and as specified herein. 1. Deposit concrete continuously or in layers of such thickness that concrete will not be placed on concrete which has hardened sufficiently to cause formation of seams or planes of weakness. 2. If section cannot be placed continuously, provide construction joints as specified herein. Deposit concrete as nearly as practicable to its final location to avoid segregation. D. Placing Concrete Slabs: Deposit and consolidate concrete slabs in continuous operation, within limits of construction joints, until placement of panel or section is completed. 1. Bring slab surfaces to correct level as above, and use bull floats or darbies to smooth surface, free of humps or hollows. Do not use tools such as jitterbugs that force the aggregate away from surface. 2. Maintain reinforcing in proper position during concrete placement operations. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-9 . i, E. Cold Weather Placing: Protect concrete work from physical damage or reduced. strength which could be caused by frost, freezing actions, or low temperatures; comply with ACI 306 and these specifications. 1. Mix and place concrete only when temperature is at least 40 degrees F (4 1 degrees C) and rising, unless permission to pour is obtained from SDR. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. r 4� 3. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators. 4. When approval is obtained to place concrete at or below an atmospheric temperature of 40 degrees F (4 degrees C), heat water or aggregates, or both. r!. Provide suitable enclosures and heating devices. a. Temperature of mixed concrete shall be not less than 50 degrees F (10 degrees C) and not more than 90 degrees F (32 degrees C) at time of placement. b. Record temperature of concrete for each truck as delivered and after placement in forms. c. Provide heating equipment or methods capable of heating water and aggregates uniformly. Heat materials to temperature not greater than 150 degrees F (66 degrees Q. 5. After concrete placement, provide suitable measures to maintain concrete surface temperature at 40 degrees F (4 degrees C) or above for period not less than seven (7) days. F. Hot Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F (32 degrees Q. 2. Cover reinforcing steel with water-soaked burlap when required to ensure that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. 3. Wet forms thoroughly before placing concrete. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-10 4. Use water-reducing retarding admixture (Type D) when required by high. temperatures, low humidity, or other adverse placing conditions. 5. Record temperature of concrete for each truck as delivered and after placing in 1 forms. Record air content and slump for each truck. 3.07 CONCRETE FINISHING a Finish concrete slab surface in accordance with finisher's written instructions for an exposed aggregate surface. 3.08 CONCRETE CURING A. General: Immediately after placing or finishing, and as soon as operation will not mar finish, concrete surfaces not covered by forms shall be protected against !Y moisture loss. 1. Maintain protection for period of at least 7 days. 2. Keep surfaces free of foot and vehicular traffic during curing period. 3.09 CONCRETE TRUCK DISCHARGE A. Excess Concrete% Remove excess concrete from site in a timely manner to a lawful and authorized location. Do not discharge excess concrete on Wood Ridge Homes property. B. Wash Water Discharge: Discharge wash water from mixer trucks to ground surface in manner and at location where discharge cannot escape construction site, or be washed away to wetlands, storm sewers, or sanitary sewers by precipitation or other surface flows. 1. Prior to project completion, remove wash water residue from site to location approved by the Owner. 2. Clean wash water discharge site to be free of debris. 3.14 FINAL CLEAN UP A. All buildings and surrounding areas shall 'be cleaned of all trash, dirt and debris associated with the work to the satisfaction of the Owner. WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-11 B. Any items stained, discolored or otherwise damaged as a result of the work shall be cleaned, restored or replaced to the satisfaction of the Owner. C. All landscaped areas shall be raked clean and all paved areas shall be swept clean. D. Any vehicular or other damage to landscaped or other areas around the building 3 shall be repaired or restored to the satisfaction of the Owner. E. A final inspection of the work, including final clean-up, shall be required by the Owner and Engineer. END OF SECTION WOOD RIDGE HOMES SWIMMING POOL RENOVATIONS CAST-IN-PLACE CONCRETE 03300-12 30' X 35' KIDDY POOL IN A 60' X 60' ENCLOSURE CHAIN LINK BASKETBALL FENCE \ COURT G y / EXISTING CATCH // r..!_!:.t.-.I.i,l i,r ,.r ,.!•,!:.!_ i_; ': BASIN 1 r'i.�'i..�•1:.�'I:.{'i•.i`1:.r`!:.f�i,�- d NEW FILTRATION �► ,�►r��rrrf is ,!:.`i`!''.,r` .. 7 � � SYSTEM y .................... 0 r PVC FENCE .�::•�r\ter\lam:/•:l:Jt�•'4- ^.�. ,Jl•,. ;�-tip:..;:L.-:j;�y?:ti::.�nti:••.,':••.:•"V`�•,.ti jn_,�. art•�:l v-`ii�•J'•'�h�'��lA��'� � - � ,DECK WITH ` :Cp MMUNTTY ADDITIONAL - - ''_'v"''" .•. . .'. .'.•:•:':• 'DECK AREA — -- --- -- 4 •.'.•.'.'.'.•.-.•.-.-..... ::::::::':'MA -F IANCE:BUIL-DI�sTG.:: :':•. . .'.'.':'.'. RENOVATION PLAN .-A A69MENT: . . . . . . . . . . . . II�,�B RECREATION AREA RENOVATION SK - 1 (CONS ILTA»PTS WOODRIDGE HOMES DRAWN: JMR HAMPTON, NH NORTH ANDOVER, MA DATE:3-25-09 60' I I 6' CHAIN LINK FENCE 15' I 'r.''i.., �`�.�'�• :a•t:.t'7:.���..�`..�•�•��w•t r,i r�i i..t i•.�•f."i..�'i,�':.�`i�.��t�.'•�:,'`t�•�',\�i`!:.�:I�i �,� 1,� ii�illiPtl Lt I1ttFIj•1-I�1,I�1 j1111!I1.)!J`Ili(L1 1,111131,{IJ I,1 l-Ili�l lr!I h1,CI 11 11 f1(11.1-I'1(1 Ci,l'1.1'1,I'•i, a,�l.11 1�!I�(l�'i i-1,jl,il i l f'1 I�1-(�!,1''�J`1"Y'1 �{ 1,E 1,F•).i-!,11,1�1,.1 1„('I,(!.!"I,(`I,!`!,(-i,1!I I I l��j�l,1 1„(1•i�i I i t 1 1,,1 1„i I.1 I.1 f,1 1!E!1,j I '1 11 itllif.11lllill-1{131 e 111 11.. 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Pf�E- ISlT. EGK P QC), L Jty T j n --- NEW Filo RAT ! i1' T pROP El,?C ON CON P 0_0,_� f;,' i!V i `J 30' x3 INv 13 3 .7 . 4 ----60x60 ENCLOSURE �. A/D ECK FENCE - INE OF PRE—EXIST. q. 6 •a TN I �` r,. 7' R gyp^ a sa„�e �. ✓ y�J 62 RECEIVED MAY 15 2009 R 2 ! I M G F R \j906rio sio E OSION p CUN T t CIE -BEFORE 11,555P'_ C AFTER 99650 -..._ 0 —0___n--- o�---� CcOo NTRNIENTP 1 WOOD RIDGE HOMES 1201 BU RILURNG�®��ti�I�T��T� PROPOSED POOL_: DRAWN: RAM C� RENOVATIONS HAMPTON, NH DATE: 5-13-09 JkBfTr6""u11rinAg#egulao/ont-s/aen ?Mnars One Ashburton Place - Room 1301 . Boston. Massachusetts 02108 Home ImprovemejA-' ractor Registration `T Registration: 107083 -:77- � T Type: Private Corporation F '` Expiration: 7/29/2010 Tr# 271559 hs ._a t ENVIRONMENTAL POOLS INC. _ -_� 4^ ._ Andrew Everleigh =1:--J- 184R 3 -J184R Riverneck Road - � { Chelmsford, MA 01824 Update Address and return card.Mark reason for change. -- ❑ Address ❑ Renewal ❑ Employment Lost Card DPS-CA1 Co 5OM-07/07-PCO490 // aJ U/O'h7�)7.00ZCI�C2Gl/L O�✓(�CCLLIIGP.G[6 . Board of Building Regulations and Standards License or registration valid for individul use only — , HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . Board of Building Regulations and Standards Registration: 107083 One Ashburton Place Rm 1301 EXVi atnX29/2010 Tr# 271559- Boston,Ma.02108 Pnr�ate Corporation ENVIRONMENTAL PSL S tN Andrew Everleigh 184R Riverneck =r"%= Not valid without sign re Chelmsford,MA 01824 -- Administrator information and Instructions Pv�assachusetts General Laws chapter 152 requires`all employers'to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as ...every person in the service of another tinder any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership,association, corporation 6r other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or.other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the construction or repair work on such dwelling house dwelling house of another who employs persons to do maintenance, P or el the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency•shall.withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall e performance of public work until acceptable evidence of compliance with the insurance or th P enter into any contract f P „ requirements of this chapter have been presented to the contracting.authority. . Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply su 1 sub-contractors)name(s),address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation.insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or,license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line.. — City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for figure permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would life to thank you in advance for your cooperation and should.you have any questions, please do not hesitate to give us a call. _ The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of-Investigations 600 Washington Street Boston, MA 02111 Tel..#617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www.mass.gov/dia 'I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ' Boston, MA 02111 . �,M 5�,��•` www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/El Please Print Legibly A licant Information Name (Business/Organization/Individual): Address: City/State/Zip O/Y,g Phone#: Are u an employer?,Check the�appropriate box: Type project(required): � 4. ❑ I am a general contractor and I 6.: New construction 1.l� i am a employer with * have hired the sub-contractors employees (full and/or part-time). 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- listed ou the attached sheet.$ lo ees These sub-contractors have 8: Demolition ship and have no emp Y workers',comp. insurance: g• ❑ Building.addition working for me in any capacity. 5. ❑ We are a corporation and its [No workers' comp. insurance officers have exercised their 10.❑ Electrical repairs or addition: required.] right of exemption per MGL . 11•❑ Plumbing repairs or addition: 3.El am a homeowner doing all work 12.❑ Roof repairs myself. [No workers' comp• c. 152, § have no 1(4); and we employees. [No workers' insurance required.] t 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 anew affidavit c indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lica#:_�(f�� 7 es Expiration Date: ��® City/State/Zip/Ulp ► Job Site Address:_ 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 up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fir of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. :do ereby ce er t pains peva tie perjury that the information provided above is true and correct:Date: ure Phone O ccial use only. Do not write in this area,to be completed by city or town official II fr City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk<:4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#:'' ACORD CERTIFICATE OF LIABILITY INSURANCE DATE PRODUCER (602) 635-4848 Fax: (480)991-0634 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION AIMS Insurance Program Managers, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J J HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 15230 North 75th Street #1002 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Scottsdale AZ 85260 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Great American Assurance Environmental Pools, Inc. INSURERB:Great American Alliance _ 184R Riverneck Road INSURER C: INSURER D: Chelmsford MA 01824 INSURER E: OVERAGES 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. _A_GGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM5. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATIONLTR INSRDI LIMITS TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YY DATE MMIDDIYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED S 100,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence A CLAIMS MADE a OCCUR GLP 237 14 21 5/14/2008 5/14/2009 MED EXP(Any oneperson) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2 r 000 r 000 X POLICY JECOT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY EA ACCIDENT $ ANY AUTO OTHER THAN EA.ACC S i_ AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR F-1 CLAIMS MADE AGGREGATE S 5 DEDUCTIBLE S RETENTION $ TH B WORKERS COMPENSATION AND X ORY IMIT �R EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? WC 237 14 22 5/14/2008 5/14/2009 E.L.DISEASE-EA EMPLOYEES 1,000,000 If yes.describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS *Except for ten (10) days cancellation for non-pay. All policy forms apply. This certificate is only a representation and may or may not comply with any written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EVIDENCE OF INSURANCE 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 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Peter Godfrey ACORD 25(2001108) ©ACORD CORPORATION 1988 IIJQA9C no., D1 r� ,trLG S1lRraCE !1!Alr,P S,VRLL peg SrArr[D/7f1R•LODE O DRAlN ,ki/L1Y FeaN POOL r�" S- R3 aA.tS !N 60N0 6fi>•/b ELEYO'G ZZ• T•ERM/N POO[ L�N6 I {� ,/ UG�r ,vlCNf TOP GFQdrVD IIfAM -,rxlr - - SPEC/FLED C1AZ VE'Cr WQV- G-_ � fLfY2'a' � Nim ev�rF,t ncae f "r J• "' 1tRSTfR ENT [, !r ' 3 dA S5 pr cc Wco dotx pAr3 ' 3 �,•s ntAN3'/Tia/Y Pc/�vr �. { Ntiru W 71Y/Va aoA � � L,'.6UltilD L 'L cD•►M `�fR CUt nFF !l A t M RfDD ay ca" O — • b �'�OL *3 6.483 S G" L. ES'ANCLE _CUrGti`F AS NOTED EL EY 5=0 c� Gh� S'RAO/uS Q o _ ELEY �a uSroric .. �a,��, \1� urafFAr rE,��A•rF . 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S^cs - FLEL'"7 D' 0C-,n,v115.rT27jgfCr 7a 3 RESIDENTIAL# �CLEA.!COMrltRCJAI "- &oCzS f1 EY 7L q EL AFrTY[EDGE / b n OO R RE/NR r 3 SARS 7 CP/1-da C_ 50TH-ways rrP. SFANDAAD aWR SEC r1iW �Z" COIVSTR LIC T1acv NOTES _ 8-nN GENERAL AF/NFCAC/NG STEEL -) •CONSTRUCT%ur4' SI/ALL COn/TORDI TD C/T)' DEPT : RL<1NFORC/NG STPEL St/f7LL CONF-O�?/� v` _•. , ( o . �. OP IILDG f::AFFTY CaDf STA:"DQRDn TD .9-S.T.M. DES/C/V�9T/O/v-S A -/S'E� _ . ... LRPS S.SdALL BEAM//v/.'�U1'! OF Tf!/RTY� q +• r" / o • DIMING L;Gr n^, mor PENM/TED GAN P6CYS D/gMETERS OR /8"LUNE <- SPL/CES 2G• • ! o ' LESS T.YAN EIGHT FEET /N Dfri hr AT BIJfaA OCTUR ° •D •H6AL TH DE T. 11PPR0YAG RE©UIRFD FDR %LIN/TE CONS Tf�1J C T/OIV ° e. i9 L L CDMI'%E.�UgC TYPE POOLS• CUN/lF SHfTL L BE/t?ACgl,,vE/YI/.rEO AND •�'e :° b'. /PPL/ED PNS U/YR T/CAL L Y. M/X JHh7LL BL` DESIGN Qlvf ,BART C'EMF NT TO PUS -'— -� �1I I • THIS DES/G.N CDNFORMS TO LLfCAL CQDF AND �, f PARTS _9/YO /.'9�z ULT. 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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 C 0L PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU ST TS 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 Until Inspected and Approved by the Building Inspector. Burner FlRE DEPARTMENT Street No. SEE REVERSE SIDE Smoke Det. j ✓✓e -���YnLrrev rlcCeaGt/2 O�,Jl"Lc7JJO:c✓2ud?.Crt6 I BOARD OF BUILDING REGULATIONS ..License: CONSTRUCTION SUPERVISOR Number: CS 093190 Birthdate: 06/28/1964 Expires: 06/28/2009 Tr. no: 93190 Restricted:. 00 DAVID BRABANT 54 MCDONALD ROAD WILMINGTON, MA Commissioner