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Building Permit #361 - 517 REA STREET 11/2/2006
TOWN OF NORTH ANDOVER T�y APPLICATION FOR PLAN EXAMINATION o`�OROOR O p Permit NO: Date Received Date Issued: ,r,� 2 �G �s R"C SAC IMPORTANT: Applicant must complete all items on this page 5/7 12le� S-,eEF i" LOCATION / QeTiL /V&Y-ze PROPERTY OWNERN-tie ve �G� Pit MAP NO.. PARCEL:t #—o ZONING DISTRICT: ,k,9—l TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑ New Building `^One family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: Repair, replacement L1,Assessory Bldg 11 Commercial ❑ Demolition ❑Moving(relocation) ❑ Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK TO BE PREFORMED / 4 Identification Please Type or Print Clearly) ,. -23-,19� OWNER: Name: �6vlo Phone: 9 7 — q,;t 3--;1;5 f 3 Address: / 1/UIA45 X ver-, 69 ( TRACTOR Name: /Phone: / g / 49- 4 �Address: /tel MX'-) sT �I/-1 C19S�1 Supervisor's Construction License: Exp. Date: c�.f 07 Home Improvement License: ili Al Exp. Date: ARCHITECT/ENGINEER C��i .pA Cif,QDwcsName: Phone: 996-f�6V Y-S -9 Address: -;2 38 5?5-5<--)< -57 L,¢yy. Reg. No. FEE SCHEDULE.BULDLNGP T:$12.0 F� OTAL EST/MATED COST BASED ON$ 00 PER S.F. Total Project Co 2.00=FEE:$ •�`1 Che o.' Receipt No.: lot 7 6>3 Page I of 4 J - _ TYPE OF SEWERAGE DISPOSAL Tanning/Massage/Body Art ❑ Swimming Pools ❑ Public Sewer Well Tobacco Sales Food Packaging/Sales ❑ _ Permanent Dumpster on Site ❑ Private(septic tank,etc. ❑ Electric Meter location to project NOTE: Persons contracting wit! unregistered contractors do not have access to the guaran fu d Signature of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived ❑ F)Cefied Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING& DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS ATE REJECTED DATE APPROVED ° CONSERVATIO '' .(It -zoou- �R -COMMENTS � � 1 IIS 0 U 1 I elMl 0n 60AMoi cloy tw IV7( s Kc at e S i W Q 1 ( Q Con T�U�,fi o oa- DATE UEJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance,Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Conunents Water& Sewer connection/Si nature&DatDriveway Permit l Temp Dumpster on site yes—nom O Fire Department signature/date i i Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. SY4 1 Total land area,sq. ft.: 1`'►- — NOTES and DATA-(For department use) Page 3 o14 Doc:INSPECTIONAL SERVICES DEPARTM ENT:BIIFORM05 Created JMC.Jan.7000 i Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ 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 Addition Or Decks ❑ Building Permit Application ❑ 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) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan S ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit i . ❑ 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 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 Doc:INSPECTIONAL SERVICES DEPAR'rN1ENT:13PFORN105 Payr 4 of 4 Location 7 Aa-&; +� No. Date NORTH TOWN OF NORTH ANDOVER 3? i • 0 F 9 i Certificate of Occupancy $ /D b �'��°'••°''<�' Building/Frame(Frame Permit Fee $ y�� ss�cMusE 9 Foundation Permit Fee $ dG Other Permit Fee $ TOTAL $f �, 49 6 ff �! Check # ! 19763 a Building Inspector INSTRUCTION SHEET FOR AIA DOCUMENT B801/CMa, STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER-1992 EDITION A. GENERAL INFORMATION 1. Purpose This document is intended as the basis for the agreement between the Owner and the Construction Manager for Pre-Construction Phase and Construction Phase Services, where the Construction Manager is not also acting as a constructor. If the Construction Manager is to perform construction work or if a Guaranteed Maximum Price is to be established, a different agreement form should be used, such as AIA Document A121/CMc, Standard Form of Agreement Between Owner and Construction Manager where the Construction Manager is also the Constructor. 2. Related Documents This document is intended to be used in conjunction with the following AIA Documents: A101/CMa Owner-Contractor Agreement,Stipulated Sum,Construction Manager-Adviser Ed. A201/CMa General Conditions of the Contract for Construction,Construction Manager-Adviser Ed. B141/CMa Owner-Architect Agreement,Construction Manager-Adviser Ed. 3. Arbitration This document incorporates ARBITRATION by adoption of the Construction Industry Arbitration Rules of the American Arbitration Association. Arbitration is BINDING AND MANDATORY in most states and under the federal Arbitration Act. In a minority of states,arbitration provisions related to future disputes are not enforceable, but arbitration is enforceable if agreed to after the dispute arises.A few states require that the contracting parties be especially notified when the written contract contains an arbitration provision by:a warning on the face of the document,specific placement of the arbitration provision within the doc- ument or specific discussions among the parties prior to signing the document. Arbitration provisions have been included in most AIA contract forms since 1888 in order to encourage alternative dispute resolu- tion procedures and to provide users of AIA documents with legally enforceable arbitration provisions when the parties choose to adopt arbitration into their contract.Individuals may,however,choose to delete the arbitration provisions based upon their busi- ness decisions with the advice of counsel.To obtain a copy of the Construction Industry Arbitration Rules,write to the American Arbitration Association, 140 West 51st Street,New York,NY 10020-1203. 4. Use of Non-AIA Forms If a combination of AIA documents and non-AIA documents is to be used, particular care must be taken to achieve consistency of language and intent. Certain owners require the use of owner-contractor agreements and other contract forms which they pre- pare. Such forms should be carefully compared to the standard AIA forms for which they are being substituted before execution of an agreement. If there are any significant omissions, additions or variances from the terms of the related standard AIA forms, both legal and insurance counsel should be consulted. Of particular concern is the need for consistency between the Owner- Construction Manager Agreement and the anticipated General Conditions of the Contract for Construction in the delineation of the Construction Manager's Construction Phase services and responsibilities. 5. Letter Forms of Agreement Letter forms of agreement are generally discouraged by the AIA,as is the performance of a part or the whole of professional ser- vices based on oral agreements or understandings.The standard AIA Agreement forms have been developed through more than seventy-five years of experience and have been tested repeatedly in the courts.In addition,the standard forms have been carefully coordinated with other AIA documents including the various Owner-Architect Agreement forms, the Owner-Contractor Agreements and the General Conditions of the Contract for Construction. The necessity for specific and complete correlation between these documents and any Owner-Construction Manager Agreement used is of paramount importance. 6. Use of Current Documents Prior to using any AIA Document,the user should consult the AIA,an AIA component chapter or a current AIA Documents List to determine the current edition of each document. 7. Limited License for Reproduction AIA Document B801/CMa is a.copyrighted work and may not be reproduced or excerpted from in substantial part without the express written permission of the AIA. The B801/CMa document is intended to be used as a consumable—that is, the original document purchased by the user is intended to be consumed in the course of being used. There is no implied permission to reproduce this document, nor does membership in the American Institute of Architects confer any further rights to repro- duce B801/CMa. A cautionary notice is printed in red on the original of this document. This notice distinguishes an original AIA document from copies and counterfeits.To ensure accuracy and uniformity of language,purchasers should use only an original AIA document or one that has been reproduced from an original under a special limited license from the AIA. AIA DOCUMENT 8801/CMa - INSTRUCTION SHEET FOR OWNER-CONSTRUCTION MANAGER AGREEMENT - 1992 EDITION - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006-5292 B801/CMa-1992 1 A limited license is hereby granted to retail purchasers to reproduce a maximum of ten copies of the completed or executed B801/CMa,but only for use only in connection with a particular Project. Further reproductions are prohibited without the express written permission of the AIA. B. CHANGES FROM THE PREVIOUS EDITION 1. Format Changes Former Article 1,Construction Manager's Services and Responsibilities,has been subdivided into three new articles.All provisions dealing with payments to the Construction Manager,including Direct Personnel Expense and Reimbursable Expenses, have been consolidated and moved to the end of the document. 2. Changes in Content i The revisions incorporated in the 1992 edition of B801/CMa generally parallel revisions made in the 1987 editions of AIA Documents A201 and B141. Article 2:Scope of Construction Manager's Basic Services Subparagraph 2.2.9 The Construction Manager's responsibility to make recommendations to the Owner about allocation of safety responsibilities among the Contractors has been set apart from the preceding paragraph. Subparagraph 2.2.13 The Construction Manager now assists the Owner in coordinating,as well as in selecting and retaining,the services of surveyors,spe- cial consultants and testing laboratories. Clause 2.3.11.1 The Construction Manager(as well as the Architect,under B141/CMa)certifies the amounts due each Contractor. Subparagraph 2.3.17 The Construction Change Directive has been added as a means of making changes in the Work. AIA Document G714/CMa, Construction Change Directive,Construction Manager-Adviser Edition,is available for this purpose. Subparagraph 2.3.26 The Construction Manager signs the Certificate of Substantial Completion (as does the Architect, under B141/CMa).This process is described in more detail in A201/CMa, General Conditions of the Contract for Construction, Construction Manager-Adviser Edition. Article 3:Additional Services Two new categories of Additional Services have been consolidated under this new article.Contingent Additional Services are com- menced upon notification of the Owner by the Construction Manager of the need for such services.Optional Additional Services require the Owner's written approval qbefore or after thea commencement to authorizeamens for those Additional P Y Services. Article 4:Owner's Responsibilities A new Paragraph 4.3 has been added requiring the Owner to furnish evidence that financial arrangements have been made to pay the Construction Manager. The Owner is -low required to furnish tests for hazardous materials at the Owner's expense under Paragraph 4.6. Article 5:Construction Cost This article has been divided into two separate paragraphs,the first defining Construction Cost and the second establishing responsibil- ity for it.The definition of Construction Cost has been clarified to explain what it includes if the Construction Manager is being compen- sated on a percentage fee basis. Article 6:Construction Support Activities A new paragraph has been added requiring that trade discounts,rebates,refunds,etc.accrue to the Owner. Article 7:Ownership and Use of Architect's Drawings,Specifications and Other Documents This new article explains that the drawings and other documents created by the Architect for the Project are provided to the Construction Manager and Contractors solely for use on this Project. Article 9:Termination,Suspension or Abandonment New provisions allow the Construction Manager to terminate the Agreement if the Owner abandons the Project for more than 90 consecutive days or fails to make payments to the Construction.Manager. Article 10:Miscellaneous Provisions Provisions regarding successors and assigns,and the extent of the Agreement have been added to the list of miscellaneous provisions in this article. Article 11:Insurance Requirements for the Construction Manager's liability insurance have been described in greater detail. Article 12:Payments to the Construction Manager Separate paragraphs have been provided for Direct Personnel and Reimbursable Expenses. AIA DOCUMENT B801/CMa • INSTRUCTION SHEET FOR OWNER-CONSTRUCTION MANAGER AGREEMENT • 1992 2 B801/CM1- 992. EDITION • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N.W.,WASHINGTON, D.C.20006-5292 i Article 13:Basis of Compensation A new provision has been added to indicate when payments are due and payable. C. COMPLETING THE 8801/CMA FORM 1. Modifications Users are encouraged to consult an attorney before completing an AIA document. Particularly with respect to contractor's licens- ing laws,duties imposed by building codes, interest charges,arbitration and indemnification, this document may require modifi- cation with the assistance of legal counsel to fully comply with state or local laws regulating these matters. Generally,necessary modifications may be accomplished by writing or typing the appropriate terms in the blank spaces provided on the form,or by supplementary conditions,special conditions or amendments referenced in this document.The form may also be modified by striking out language directly on the pre-printed form. Care must be taken in making these kinds of deletions, however. Under NO circumstances should pre-printed language be struck out in such a way as to render it illegible(as,for exam- ple,with blocking tape,correction fluid or X's that completely obscure the text).This may raise suspicions of fraudulent conceal- ment,or suggest that the completed and signed document has been tampered with. Handwritten changes should be initialed by both parties to the contract. It is definitely not recommended practice to retype the standard document. Besides being outside the limited license for repro- duction granted under these Instructions, retyping can introduce typographical errors and cloud the legal interpretation given to a standard clause when blended with modifications. Retyping eliminates one of the principal advantages of the standard form documents. By merely reviewing the modifications to be made to a standard form document, parties familiar with that document can quickly understand the essence of the proposed rela- tionship. Commercial exchanges are greatly simplified and expedited, good-faith dealing is encouraged, and otherwise latent clauses are exposed for scrutiny-In this way,contracting parties can more fairly measure their risks. 2. Cover Page —Date: The date represents the date the Agreement becomes effective. It may be the date that an oral agreement was reached, the date the Agreement was originally submitted to the Owner,the date authorizing action was taken or the date of actual execu- tion. Professional services should not be performed prior to the effective date of the Agreement. —Identification of Parties: Parties to this Agreement should be identified using the full address and legal name under which the Agreement is to executed, including a designation of the legal status of both parties (sole proprietorship, partnership, joint ven- ture, unincorporated association, limited partnership or corporation [general, close or professional], etc.). Where appropriate, a copy of the resolution authorizing the individual to act on behalf of the firm or entity should be attached. —Project Description:The proposed Project should be described in sufficient detail to identify: (1)the official name or title of the facility, (2) the location of the site, if known, (3) the proposed building type and usage,and (4) the size,capacity or scope of the Project,if known. Identification of the Architect: The Architect should be identified by the Architect's full legal and corporate titles,and if any indi- viduals required to serve the Project are identified in the Owner-Architect Agreement, this information should be included. (Identification of the Architect becomes even more significant if construction management services and architectural services are being provided by the same firm. Identification here helps eliminate possibilities of the Owner's not being informed of the dual role being played.) 3. Paragraph 1.1—Preconstruction Phase The Owner and Construction Manager should review Pre-Construction Phase services, especially as to timing the Construction Manager's entry into the Project.If the Owner-Construction Manager Agreement is effective as of a date when the design has been partially completed, the Owner and the Construction Manager should agree on the extent of design evaluation required of the Construction Manager. Consider whether or not this would include the possible recommendation of changes in designs already completed. Any provisions which would require specific approval by the Owner as a condition of having the Construction Manager continue from the Pre-Construction into the Construction Phase should be stated in Article 14. 4. Article 13—Basis of Compensation Paragraph 13.1: Insert the dollar amount of the initial payment. Paragraph 13.2: Spaces have been provided to insert language covering one form of Basic Compensation for Pre-Construction Phase Services and a separate form of Basic Compensation for Construction Phase Services,as agreed to by the parties. Sample language is provided below for describing four methods of computing compensation. Compensation—Multiple of Direct Personnel Expense:"Compensation for services rendered by Principals,employees and profes- sional consultants shall be based on a Multiple of Direct Personnel Expense in the same manner as described in Paragraph 13.3.1." Compensation—Professional Fee Plus Expenses:"Compensation shall be a Fixed Fee of Dollars($ ) plus compensation for services rendered by Principals,employees and professional consultants,in the same manner as described in Paragraph 13.3.1." Compensation—Stipulated Sum:"Compensation shall be a Stipulated Sum of Dollars($ Y, AIA DOCUMENT 8801/CMa • INSTRUCTION SHEET FOR OWNER-CONSTRUCTION MANAGER AGREEMENT EDITION • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C. 20006-5292 B801/CMa-1992 3 Compensation—Percentage of Construction Cost:"Compensation shall be based on percent( %) of the Construction Cost,as defined in Article 5." If compensation for the.Preconstruction Phase is to be separate from,or on a different basis than, the Construction Phase, both must be clearly described. If compensation for the Preconstruction Phase and the Construction Phase are to be covered by a sin- gle form of compensation,and that form is either based on a Stipulated Sum or a Percentage of Construction Cost, the following subparagraph should be completed and inserted: "13.2.2 Payments for Basic Services shall be made as provided in Subparagraph 12.3.2 so that Basic Compensation for each Phase shall equal the following percentages of the total Basic Compensation payable: Pre-Construction Phase percent( %) Construction Phase percent( %)^ Paragraph 13.3: Insert provisions for compensation for Additional Services.For example,if hourly rates are used,the provision might read: "Principals' time at the fixed rate of$ Dollars ($ ) per hour. For the purposes of this Agreement,the Principals are:(list Principals) Supervisory time at the fixed rate of Dollars ($ ) per hour. For the purposes of this Agreement,supervisory personnel include: (Describe supervisory personnel by job title,such as Project Architect.) Technical Level I time at the fixed rate of Dollars ($ ) per hour. For the purposes of this Agreement,Technical Level I personnel include:(Describe by job title,such as Senior Designer,Specifier,etc.) Technical Level II time at the fixed rate of Dollars ($ ) per hour. For the purposes of this Agreement,Technical Level 11 personnel include: (Describe by job title,such as Junior Designer,Senior Draftsman,etc.) Technical Level III time at the fixed rate of Dollars($ ) per hour. For the purposes of this Agreement,Technical Level III personnel include: (Describe by job title,such as Junior Draftsman,Secretary,etc.) These billing rates shall be adjusted annually(semi-annually) in accordance with the Construction Manager's adjustments in com- pensation for Principals and employees."(Add agreed upon limitations.) If a multiple of Direct Personnel Expense is used,insert:"Principals',employees'and professional consultants' time at a multiple of ( )times their Direct Personnel Expense as defined.in Paragraph 12.1." If a multiple of direct salaries is used, the term Direct Salary Expense should be substituted for Direct Personnel Expense above. Direct Salary Expense shall mean:Direct salaries of all the Architect's personnel engaged on the Project,but excluding the cost of contributions and benefits related thereto,whether mandatory or customary. Subparagraph 13.4.1: Insert the multiple to be used to determine the amount due the Construction Manager, Construction Manager's employees or consultants for Reimbursable Expenses as described in Paragraph 12.2 or Article 14. Subparagraph 13.5.1: Insert the number of months beyond which the Construction Manager shall be compensated for services on the same basis as for Additional Services. Paragraph 13.5.2: Insert the percentage rate and basis(monthly,annual)of interest charges. 11.Article 16-Other Conditions or Services Insert provisions, if any,on additional phases of services,Additional Services,special compensation arrangements, other consul- tants,the choice of project delivery method or any other conditions. D. EXECUTION OF THE AGREEMENT Persons executing the Agreement should indicate the capacity in which they are acting (i.e., president, secretary, partner, etc.) and the authority under which they are executing the Agreement. Where appropriate, a copy of the resolution authorizing the individual to act on behalf of the firm or entity should be attached. (,ccot AIA DOCUMENT 8801/CMa • I NSTRUCTIONH S EET FOR OWNER-CONST —1992 EDITION *. THE AMERICAN INSTITUTE OF AR RUCTION MANAGER AGREEMENT 1992 4 8801/CMa ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006-5292 1 AIA Document B801/CMa Standard Form of Agreement Between Owner and Construction Manager where the Construction Manager is NOT a Constructor 1992 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. This document is intended to be used in conjunction with- the iththe 1992 editions of AIA Documents B141/CMa, AI0I1CMa and A201/CMa. AGREEMENT !r1 made as of the ueSJAda of6\1 �' �'� / y / in the year of (In words,indicate dale. month and year.) BETWEEN the Owner: !(c (Name and address) ! and the Construction Manag r: —`r 6�oap (Name and address) j hc I}IA r C�1 in tam At A Pip If__J GA_) t for the following Project: (Include detailed description of Projectflo location,address and sco .) woo E s-T, AQ. 4-1cia The Architect is: (Name and address) The Owner and Construction Manager agree as set forth below. Copyright 1973,1980,©1992 by The American Institute of Architects,1735 New York Avenue,N.W.,Washington,D.C.20006-5292.Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. AIA DOCUMENT 8801/CMa - OWNER-CONSTRUCTION MANAGER AGREEMENT- 1992 1*A i EDITION • AIA® - ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW �! YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 - WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. B$01/CMa-1992 1 ® Printed on Recycled Paper 10/92 TERMS AND CONDITIONS OF AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER ARTICLE 1 cerement, installation and construction, and factors related to construction cost including, but not limited to, costs of CONSTRUCTION MANAGER'S alternative designs or materials,preliminary budgets,and pos- RESPONSIBILITIES sible economies. 1.1 CONSTRUCTION MANAGER'S SERVICES 2.2.5 The Construction Manager shall prepare and period- ically update a Project Schedule for the Architect's review and 1.1.1 The Construction Manager's services consist of those the Owner's acceptance. The Construction Manager shall services performed by the Construction Manager, Construe- obtain the Architect's approval for the portion of the pre- tion Manager's employees and Construction Manager's con- liminary project schedule relating to the performance of the sultants as enumerated in Articles 2 and 3 of this Agreement Architect's services. In the Project Schedule, the Construction and any other services included in Article 14. Manager shall coordinate and integrate the Construction 1.1.2 The Construction Manager's services shall be provided Manager's services, the Architect's services and the Owner's in conjunction with the services of an Architect as described responsibilities with anticipated construction schedules,high- in the edition of AIA Document B141/CMa, Standard Form lighting critical and long-lead-time items. of Agreement Between Owner and Architect, Construction 2,2,6 As the Architect progresses with the preparation of the Manager-Adviser Edition, current as of the date of. this Agreement. Schematic, Design Development and Construction Docu- ments, the Construction Manager shall prepare and update, 1.1.3 The Construction Manager shall provide sufficient at appropriate intervals agreed to by the Owner, Construe- organization, personnel and management to carry out the tion Manager and Architect, estimates of Construction Cost requirements of this Agreement in an expeditious and eco- of increasing detail and refinement.The estimated cost of each nomical manner consistent with the interests of the Owner. Contract shall be indicated with supporting detail. Such estimates shall be provided for the Architect's review and 1.1.4 The services covered by this Agreement are subject to the Owner's approval. The Construction Manager shall ad- the time limitations contained in Subparagraph 13.5.1. vise the Owner and Architect if it appears that the Construc- tion Cost may exceed the latest approved Project budget and ARTICLE 2 make recommendations for corrective action. SCOPE OF CONSTRUCTION MANAGER'S 2.2.7 The Construction Manager shall consult with the BASIC SERVICES Owner and Architect regarding the Construction Docu- ments and make recommendations whenever design details 2.1 DEFINITION adversely affect constructibility, cost or schedules. 2.1.1 The Construction Manager's Basic Services consist of 2.2.8 The Construction Manager shall provide recommen- th.ose described in Paragraphs 2.2 and 2.3 and any other ser- dations and information to the Owner and Architect regard- vices identified in Article 14 as part of Basic Services. ing the assignment of responsibilities for temporary Project facilities and equipment, materials and services for com- mon use of the Contractors.The Construction Manager shall verify that such requirements and assignment of respon- 2.2.1 The Construction Manager shall review the program fur- sibilities are included in the proposed Contract Documents. nished by the Owner to ascertain the requirements of the Proj- ect and shall arrive at a mutual understanding of such require- 2,2,9 The Construction Manager shall provide recom- ments with the Owner. mendations and information to the Owner regarding the 2.2.2 The Construction Manager shall provide a preliminary allocation of responsibilities for safety programs among evaluation of the Owner's program, schedule and construe- the Contractors. tion budget requirements, each in terms of the other. 2,2,10 The Construction Manager shall advise on the divi- 2.2.3 Based on early schematic designs and other design cri- sion of the Project into individual Contracts for various teria prepared by the Architect,the Construction Manager shall categories of Work, including the method to be used for prepare preliminary estimates of Construction Cost for pro- selecting Contractors and awarding Contracts. If multiple Con- gram requirements using area, volume or similar conceptual tracts are to be awarded, the. Construction Manager shall estimating techniques. The Construction Manager shall pro- review the Construction Documents and make recommen- vide cost evaluations of alternative materials and systems. dations as required to provide that(1) the Work of the Con- tractors is coordinated,(2)all requirements for the Project have 2.2.4 The Construction Manager shall expeditiously review been assigned to the appropriate Contract,(3)the likelihood design documents during their development and advise on of jurisdictional disputes has been minimized,and(4)proper proposed site use and improvements, selection of materials, coordination has been provided for phased construction. building systems and equipment, and methods of Project delivery. The Construction Manager shall provide recom- 2.2.11 The Construction Manager shall prepare a Project con- mendations on relative feasibility of construction methods, struction schedule providing for the components of the Work, availability of materials and labor,time requirements for pro- including phasing of construction, times of commencement AIA DOCUMENT 8801/CMa• OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA° • ©1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W-, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. 8801/CMa-1992 2 I and completion required of each Contractor, ordering and vide Basic Services under this Agreement, will end 30 days delivery of products requiring long lead time, and the occu- after final payment to all Contractors is due. PancY requirements of the Owner. The Construction Man 2.3.2 The Construction Manager shall provide ad ministra- ager shall provide the current Project construction schedule tion of the Contracts for Construction in cooperation with for each set of bidding documents. the Architect as set forth below and in the edition of AIA Docu- 2.2.12 The Construction Manager shall expedite and coor- ment A201/CMa,General Conditions of the Contract for Con- dinate the ordering and delivery of materials requiring long struction, Construction Manager-Adviser Edition, current as lead time. of the date of this Agreement. 2.2.13 The Construction Manager shall assist the Owner in 2.3.3 The Construction'Manager shall provide administra- selecting, retaining and coordinating the professional ser- rive,management and related services to coordinate scheduled � laboratories vices of surveyors,special consultants and testingactivities and responsibilities of the.Contractors with each required for the Project. other and with those of the Construction Manager,the Owner and the Architect,to endeavor to manage the Project in accor- 2.2.14 The Construction Manager shall provide an analysis dance with the latest approved estimate of Construction Cost, of the types and quantities of labor required for the Project the Project Schedule and the Contract Documents. { and review the availability of appropriate categories of labor 2,3.4 The Construction Manager shall schedule and conduct required for critical phases. The Construction Manager shall make recommendations for actions designed to minimize meetings to discuss such matters as procedures, progress adverse effects of labor shortages. and scheduling. The Construction Manager shall prepare and promptly distribute minutes to the. Owner, Architect 2.2.15 The Construction Manager shall assist the Owner in and Contractors. obtaining information regarding applicable requirements 2,3.5 Utilizing the Construction Schedules provided by the for equal employment opportunity programs for inclusion in Contractors,the Construction Manager shall update the Proj the Contract Documents. ect construction schedule incorporating the activities of the sequences and n g activity} q 2.2.16 Following the Owner's approval of the Construction Contractors on the Project,includin s Documents,the Construction Manager shall update and sub- durations,allocation of labor and materials,processing of Shop mit the latest estimate of Construction Cost and the Project Drawings, Product Data and Samples, and delivery of prod- construction schedule for the Architect's review and the ucts requiring long lead time and procurement. The Project Owner's approval. construction schedule shall include the Owner's occupancy requirements showing portions of the Project having occu- 2.2.17 The Construction Manager shall submit the list of pancy priority. The Construction Manager shall update and prospective bidders for the Architect's review and the reissue the Project construction schedule as required to show Owner's approval. current conditions. If an update indicates that the previously approved Project construction schedule may not be met,the 2.2.18 The Construction Manager shall develop bidders' in- Construction Manager shall recommend corrective action to terest .in the Project and establish bidding schedules. The the Owner and Architect. Construction Manager, with the assistance of the Architect, shall issue bidding documents to bidders and conduct pre- 2.3.6 Consistent with the various bidding documents, and bid conferences with prospective bidders.The Construction utilizing information from the Contractors, the Construc- Manager shalt assist the Architect with regard to questions tion Manager shall coordinate the sequence of construction from bidders and with the issuance of addenda. and assignment of space in areas where the Contractors are performing Work. 2.2.19 The Construction Manager shall receive bids,prepare bid analyses and make recommendations to the Owner for 2.3.7 The Construction Manager shall endeavor to obtain the Owner's award of Contracts or rejection of bids. satisfactory performance,from each of the Contractors. The Construction Manager shall recommend courses of action 2.2.20 The Construction Manager shall assist the Owner in to the Owner when requirements of a Contract are not preparing Construction Contracts and advise the Owner on being fulfilled. the acceptability of Subcontractors and material suppliers 2.3.8 The Construction Manager shall monitor the approved proposed by Contractors. estimate of Construction Cost. The Construction Manager 2.2.21 The Construction Manager shall assist the Owner in shall show actual costs for activities in progress and esti- obtaining building permits and special permits for permanent mates for uncompleted tasks by way of comparison with such improvements, except for permits required to be obtained approved estimate. directly by the various Contractors. The Construction Mana- 2.3.9 The Construction Manager shall develop cash flow ger shall verify that the Owner has paid applicable fees and assessments.The Construction Manager shall assist the Owner reports and forecasts for the Project and advise the Owner and Architect in connection with the Owner's responsibility and Architect as to variances between actual and budgeted for filing documents required for the approvals of govern or estimated costs. mental authorities having jurisdiction over the Project. 2.3.10 The Construction Manager shall maintain account- ing records on authorized Work performed under unit costs, 2.3 CONSTRUCTION PHASE—ADMINISTRATION additional Work performed on the basis of actual costs of labor OF THE CONSTRUCTION CONTRACT and materials,and other Work requiring accounting records. 2.3.1 The Construction Phase will commence with the award 2.3.11 The Construction Manager shall develop and imple- of the initial Construction Contract or purchase order and, ment procedures for the review and processing of applica- together with the Construction Manager's obligation to pro- tions by Contractors for progress and final payments. AIA DOCUMENT B801/CMa•OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AiA° • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed 3 B801/CNMa-1992 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. ARTICLE 14 OTHER CONDITIONS OR SERVICES (Assert descriptions of other services, identify Additional Services included witbin Basic Compensation and modifications to the parnvent and compensation terms included in this Agreement.) 14.1 Limits on Insurance The insurance required by Article 11 shall be written for not less than the following limits, or greater if required by lacy: (Assert the specific dollar amounts for the appropriate insurance limits of liabilit ) l 066 f VtA6.. f I� i I i i II This Agreement entered into as of the day and year first written above_ j i OWNER CONSTR AGE (,ignature) (Signature) �/4 l ��LA)!� � l� L t94t,,�'tl�Z �� (Printed name and title) (Printed name and title) CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AIA DOCUMENT 88011CMa•OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA® • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. B801/CMa-1992 11 _ r i 2.3.11.1 Based on the Construction Manager's observations and shall not be responsible for construction means, meth- and evaluations of each Contractor's Application for Payment, ods, techniques, sequences or procedures, or for safety the Construction Manager shall review and certify the amounts precautions and programs in connection with the Work of due the respective Contractors. each of the Contractors, since these are soleiy the Contrac- 2.3.11.2 The Construction Manager shall prepare a Project tor's responsibility under the Contract for Construction. The Application for Payment based on the Contractors'Certificates Construction Manager shall not he responsible for a Contrac for Pavment. tor's failure to carry out the Work in accordance with the respective Contract Documents. The Construction Manager 2.3.11.3 The Construction Manager's certification for payment shall not have control over or charge of acts or omissions of shall constitute a representation to the. Owner, based on the Contractors,Subcontractors,or their agents or employees, the Construction Manager's determinations at the site as pro- or any other persons performing portions of the Work not vided in Subparagraph 2.3.13 and on the data comprising directly employed by the Construction Manager. the Contractors' Applications for Payment, that, to the best of the Construction Manager's knowledge, information 2.3.16 The Construction Manager shall transmit to the Archi- tect requests for interpretations of the meaning and intent of and belief, the Work has progressed to the point indicated and the quality of the Work is in accordance with the Contract the Drawings and Specifications,and assist in the resolution Documents. The foregoing representations are subject to of questions that may arise. an evaluation of the Work for conformance with the 2,3.17 The Construction Manager shall;review requests for Contract Documents upon Substantial Completion, to changes, assist in negotiating Contractors`proposals,submit results of subsequent tests and inspections, to minor recommendations to the Architect and Owner, and, if they deviations from the Contract Documents correctable prior are accepted, prepare Change Orders and Construction to completion and to specific qualifications expressed by the Change Directives which incorporate the Architect's modifi- Construction Manager. The issuance of a Certificate for cations to the Documents. Pavment shall further constitute a representation that the Contractor is entitled to payment in the amount certified. 2.3.18 The Construction Manager shall assist the Architect in 2.3.11.4 The issuance of a Certificate for Payment shall not the review, evaluation and documentation of Claims. be a representation that the Construction Manager has(1)made 2,3.19 The Construction Manager shall receive certificates of exhaustive or continuous on-site inspections to check the insurance from the Contractors and forward them to the quality or quantity of the Work, (2) reviewed construction Owner with a copy to the Architect. means; methods, techniques,sequences for the Contractor's own Work,or procedures,(3)reviewed copies of requisitions 2.3.20 In collaboration with the Architect, the Construction received from Subcontractors and material suppliers and other Manager shall establish and implement procedures for expe- data requested by the Owner to substantiate the Contractor's diting the processing and approval of Shop Drawings, Prod- right to payment or(4)ascertained hour or for what purpose uct Data, Samples and other submittals. The Construction the Contractor has used money previously paid on account Manager shall review all Shop Drawings, Product Data, Sam of the Contract Sum. pies and other submittals from the Contractors.The Construc- 2.3.12 The Construction Manager shall review the safety tion Manager shall coordinate submittals with information programs developed by each of the Contractors for pur contained in related documents and transmit to the Archi- poses of coordinating the safety programs with those of the Mantect those which have been approved by the Construction other Contractors.The Construction Manager's responsibilities with such The Construction Manager's actions shall be taken for coordination of safety programs shall not extend to direct With such reasonable promptness as n cause on delay s. the control over or charge of the acts or omissions of the Con- tractors, Subcontractors, agents or employees of the Con- 2.3.21 The Construction Manager shall record the progress tractors or Subcontractors,or any other persons performing of the Project. The Construction Manager shall submit writ- portions of the Work and not directly employed by the ten progress reports to the Owner and Architect including in- Construction Manager. formation on each Contractor and each Contractor's Work, 2.3.13 The Construction Manager shall determine in gen- as well as the entire Project, showing percentages of com- eral that the Work of each Contractor is being performed in pletion.The Construction Manager shall keep a daily log con- accordance with the requirements of the Contract Documents, taining a record of weather, each Contractor's Work on the endeavoring to guard the Owner against defects and deficien- site, number of workers, identification of equipment, Work cies in the Work. As appropriate, the Construction Manager accomplished,problems encountered,and other similar rele- shall have authority, upon written authorization from the Fant data as the Owner may require. Owner,to require additional inspection or testing of the-Work 2,3,22 The Construction Manager shall maintain at the Proj- in accordance with the provisions of the Contract Documents, ect site for the Owner one record copy of all Contracts, Draw- whether or not such Work is fabricated, installed or com-. Ings, Specifications, addenda, Change Orders and other pleted. The Construction Manager, in consultation with the Modifications,in good order and marked currently to record Architect, may reject Work which does not conform to the changes and selections made during construction, and in requirements of the Contract Documents. addition,approved Shop Drawings, Product Data,Samples and 2.3.14 The Construction Manager shall schedule and coor- similar required submittals. The Construction Manager shall dinate the sequence of construction in accordance with the maintain records, in duplicate, of principal building layout Contract Documents and the latest approved Project con- lines, elevations of the bottom of footings, floor levels and struction schedule. key site elevations certified by a qualified surveyor or profes- sional engineer.The Construction Manager shall make all such 2.3.15 With respect to each Contractor's own Work,the Con- records available to the Architect and upon completion of the struction.Manager shall not have control over or charge of Project shall deliver them to the Owner. AIA DOCUMENT B801/CMa-OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA® • ©1992 •. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., .WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. B801/CMa-1992 4 i 2.3.23 The Construction Manager shall arrange for the changes in the Project including, but not limited to,changes delivery,storage,protection and security of Owner-purchased in size, quality, complexity or the Owner's schedule. materials,systems and equipment that are a part of the Proj ect until such items are incorporated into the Project. 3.2.2 Providing consultation concerning replacement of Work damaged by fire or other cause during construction, 2.3.24 With the Architect and the Owner's maintenance per- and furnishing services required in connection with the sonnel,the Construction Manager shall observe the Contrac- replacement of such Work_ tors'final testing and start-up of utilities,operational systems and equipment. 3.2.3 Providing services made necessary by the termination or default of the Architect or a Contractor, by major defects 2.3.25 When the Construction Manager considers each Con- or deficiencies in the Work of a Contractor, or by failure of tractor's Work or a designated portion thereof substantially performance of either the Owner or Contractor under a Con- complete, the Construction Manager shall, jointly with the tract for Construction. Contractor, prepare for the Architect a list of incomplete or unsatisfactory items and a schedule for their completion.The 3.2.4 Providing services in evaluating an extensive number Construction Manager shall assist.the Architect in conduct- of claims submitted by a Contractor or others in connection ing inspections to determine whether the Work or designated with the Work. portion thereof is substantially complete. 3.2.5 Providing services in connection with a public hear- 2.3.26 The Construction Manager shall coordinate the cor- ing,arbitration proceeding or legal proceeding except where rection and completion of the Work. Following issuance of the Construction Manager is party thereto. a Certificate of Substantial Completion of the Work or a designated portion thereof, the Construction Manager shall 3.3 OPTIONAL ADDITIONAL SERVICES evaluate the complexion of the Work of the Contractors and make recommendations to the Architect when Work is ready 3.3.1 Providing services relative to future facilities, systems for final inspection.The Construction Manager shall assist the and equipment. Architect in conducting final inspections. 3.3.2 Providing services to investigate existing conditions or 2.3.27 The Construction Manager shall secure and trans- facilities or to provide measured drawings thereof. mit to the Architect warranties and similar submittals required € r delivery t the Owner and 3.3.3 Providing services to verify the accuracy of drawings b the Contract Documents o d o y y deliver all keys, manuals, record drawings and maintenance or other information furnished by the Owner. stocks to the Owner.The Construction Manager shall forward 3.3.4 Providing services required for or in connection with to the Architect a final Project Application for Payment upon the Owner's selection, procurement or installation of fur- compliance with the requirements of the Contract niture, furnishings and related equipment. Documents. 2.3.28 Duties, responsibilities and limitations of authority 3.3.5 Providing services for tenant improvements. of the Construction Manager as set forth in the Contract 3.3.6 Providing any other services not otherwise included Documents shall not be restricted, modified or extended in this Agreement. without written consent of the Owner,Construction Manager, Architect and Contractors. Consent shall not be unreason- ARTICLE 4 ably withheld. OWNER'S RESPONSIBILITIES ARTICLE 3 4.1 The Owner shall provide full information regarding ADDITIONAL SERVICES requirements for the Project,including a program which shall set forth the Owner's objectives, schedule, constraints and 3.1 GENERAL criteria, including space requirements and relationships, flex- ibility, expandability, special equipment, systems, and site 3.1.1 The services described in this Article 3 are not included requirements. in Basic Services unless so identified in Article 14, and they shall be paid for by the Owner as provided in this Agree- 4.2 The Owner shall establish and update an overall budget ment,in addition to the compensation for Basic Services.The for the Project based on consultation with the Construction Optional Additional Services described under Paragraph 3.3 Manager and Architect,which shall include the Construction shall only be provided if authorized or confirmed in writing Cost, the Owner's other costs and reasonable contingen- by the Owner. If services described under Contingent Addi- cies related to all of these costs. tional Services in Paragraph 3.2 are required due to cir- 4.3 If requested by the Construction Manager, the Owner cumstances beyond the Construction Manager's control,the shall furnish evidence that financial arrangements have been Construction Manager shall notify the Owner prior to com- made to fulfill the Owner's obligations under this Agreement. mencing such services.If the Owner deems that such services described under Paragraph 3.2 are not required., the Owner 4.4 The Owner shall designate a representative authorized shall give prompt written notice to the Construction Manager. to act on the Owner's behalf with respect to the Project.The If the Owner indicates in writing that all or part of such Owner,or such authorized representative, shall render deci- Contingent.Additional Services are not required, the Con- sions in a timely manner pertaining to documents submit- struction Manager shall have no obligation to provide ted by the Construction Manager in order to avoid those services. unreasonable delay in the orderly and sequential progress of 3.2 CONTINGENT ADDITIONAL SERVICES the Construction Manager's services. 4.5 The Owner shall retain an architect whose services,du- 3.2.1 Providing services required because of significant ties and responsibilities are described in the edition of AIA AIA DOCUMENT B801lCMa•OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA® • ©1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK-AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed 5 B8011CMa-1992 photocopying violates U.S.copyright laws and will.suhject the violator to legal prosecution. ARTICLE 13 BASIS OF COMPENSATION The Owner shall compensate the Construction Manager as follows: 13.1 AN INITIAL PAYMENT of Dollars ) shall be made upon execution of this Agreement and credited to the Owner's account at final payment. 13.2 BASIC COMPENSATION k 13.2.1 FOR BASIC SERVICES, as described in Article 2,and any other services included in Article 14 as part of Basic Services, M Basic Compensation shall be computed as follows: f For Pre-Construction Phase Services: (Insert basi y ompensation. i eluding st�ulated sto s. multiple or percentages For Construction Phase Services: (Insert basis jcompensation. including stipled sums, multiples or percentages.)� � ��� 13.3 COMPENSATION FOR ADDITIONAL SERVICES 13.3.1 FOR ADDITIONAL SERVICES OF THE CONSTRUCTION MANAGER, as described in Article 3, and any other services included in Article 14 as Additional Services, compensation shall be computed as follows: (Insert basis of compensation,including rates and/or multiples of Direct Personnel Expense for Principals and employees. and identify Principals and classify employees. if required. lden tly specific services to which particular methods of compensation apply if necess ) tv AA s f� �� � 1 C) 13.4 REIMBURSABLE EXPENSES 13.4.1 FOR REIMBURSABLE EXPENSES, as described in Paragraph 12.2, and any other items included in Article 14 as Reim- bursable Expenses, a multiple of ( ) times the expenses incurred by the Construction Manager and the Construction Manager's employees and consultants in the interest of the Project. 13.5 ADDITIONAL PROVISIONS 13.5.1 IF THE BASIC SERVICES covered by this Agreement have not been completed within ( ) months of the date hereof, through no fault of the Construction Manager, extension of the Construction Manager's services beyond that time shall be compensated as provided in Subparagraphs 12.3.3 and 13.3.1. 13.5.2 Payments are due and payable ( )days from the date of the Construction Manager's invoice. Amounts unpaid ( )days after the invoice date shall bear interest at the rate entered below,or in the absence thereof at the legal rate prevailing from time to time at the principal place of business of the Construc- tion Manager. (Insert rate of interest agreed upon.) (Usurp laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Construction Manager's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should he obtained tvitb respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 135.3 The rates and multiples set forth for Additional Services shall be annually adjusted in accordance with normal salary review practices of the Construction Manager. AIA DOCUMENT B801/CMa•OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA° • ©1992 •THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292• WARNING: Unlicensed photocopying violates US.copyright laws and will subject the violator to legal prosecution. B801/CMa-1992 - 10 Document B141/CMa,Standard Form of Agreement Between 5.1.3, Construction Cost shall also include the compensa- Owner and Architect,Construction Manager-Adviser Edition, tion of the Construction Manager and Construction. Man- current as of the date of this Agreement.The Terms and Con- ager's consultants. ditions of the Agreement Between the Owner and Architect shall be furnished to the Construction Manager and shall not 5.1.3 Construction Cost does not include the compensa- be modified without written consent of the Construction tion of the Architect and Architect's consultants,costs of the Manager,which consent shall not be unreasonably withheld. land, rights-of-way, financing or other costs which are the The Construction Manager shall not be responsible for actions responsibility of the Owner as provided in Article 4. If any taken by the Architect. portion of the Construction Manager's compensation is based upon a percentage of Construction Cost, then Construction 4.6 The Owner shalt furnish structural,mechanical,chemical, Cost, for the purpose of determining such portion,shall not air and water pollution tests,tests for hazardous materials,and include the compensation of the Construction Manager or other laboratory and environmental tests, inspections and Construction Manager's consultants. reports required by law or the Contract Documents. 4.7 The Owner shall furnish all legal,accounting and insur- 5.2 RESPONSIBILITY FOR CONSTRUCTION COST ance counseling services as may be necessary at any time for i the Project, including auditing services the Owner may re 5.2.1 Evaluations of the Owner's Project budget, pretimi- uire to verify the Contractors' Applications for Payment or nary estimates of Construction Cost and detailed estimates to ascertain how or for what purposes the Contractors have of Construction Cost prepared by the Construction Manager ' used the money paid by or on behalf of the Owner. represent the Construction Manager's best judgment as a per- son or entity familiar with the construction industrv. It is 4.8 The Owner shall furnish the Construction Manager with recognized,however, that neither the Construction Manager a sufficient quantity of Construction Documents. nor the Owner has control over the cost of labor, materials or equipment,over Contractors' methods of determining bid 4.9 The services,information and reports required by Para- prices, or over competitive bidding, market or negotiating graphs 4.5 through 4.8 shall be furnished at the Owner's conditions.Accordingly,the Construction Manager cannot and expense, and the Construction Manager shall be entitled to does not warrant or represent that bids or negotiated prices rely upon the accuracy and completeness thereof. will not vary from the Project budget proposed, established 4.10 Prompt written notice shall be given by the Owner to or approved by the Owner, or from any cost estimate or the Construction Manager and Architect if the Owner evaluation prepared by the Construction Manager. becomes aware of any fault or defect in the Project or non- 5.2.2 No fixed limit of Construction Cost shall be established conformance with the Contract Documents. as a condition of this Agreement by the furnishing,proposal 4.11 The Owner reserves the right to perforin construction or establishment of a Project budget unless such fixed limit and operations related to the Project with the Owner's own has been agreed upon in writing and signed by the parties forces, and to award contracts in connection with the Proj- hereto. If such a fixed limit has been established, the Con- ect which are not part of the Construction Manager's respon- struction Manager shall be permitted to include contin- sibilities under this Agreement. The Construction Manager gencies for design,bidding and price escalation,and shall con- shall notify the Owner if any such independent action will sult with the Architect to determine what materials, equip- interfere with the Construction Manager's ability to perform ment, component systems and types of construction are to the Construction Manager's responsibilities under this Agree- be included in the Contract Documents,to suggest reasonable ment. When performing construction or operations related adjustments in the scope of the Project,and to suggest inclu- to the Project, the Owner agrees to be subject to the same sion of alternate bids in the Construction Documents to adjust obligations and to have the same rights as the Contractors. the Construction Cost to the fixed limit. Fixed limits, if any, shall be increased in the amount of any increase in the Con- 4.12 Information or services under the Owner's control shall tract Sums occurring after execution of the Contracts for be furnished by the Owner with reasonable promptness to Construction. avoid delay in the orderly progress of the Construction Man- ager's services and the progress of the Work. 5.2.3 If the Bidding or Negotiation Phase has not commenced within 90 days after submittal of the Construction Documents ARTICLE 5 to the Owner,any Project budget or fixed limit of Construc- tion Cost shall be adjusted to reflect changes in the general CONSTRUCTION COST level of prices in the construction industry between the date of submission of the Construction Documents to the Owner 5.1 DEFINITION and the date on which proposals are sought. 5.1.1 The Construction Cost shall be the total cost or esti- 5.2.4 If a fixed limit of Construction Cost(adjusted as pro- mated cost to the Owner of all elements of the Project vided in Subparagraph 5.2.3)is exceeded by the sum of the designed or specified by the Architect. lowest bona fide bids or negotiated proposals plus the Con- struction Manager's estimate of other elements of Construc- 5.1.2 The Construction Cost shall include the cost at current tion Cost for the Project, the Owner shall: market rates of labor and materials furnished by the Owner 1 give written approval of an increase in such fixed and equipment designed,specified,selected or specially pro vided for by the Architect, plus a reasonable allowance for limit; the Contractors' overhead and profit. In addition, a reason- •2 authorize rebidding or renegotiating of the Proj- able allowance for contingencies shall be included for market ect within a reasonable time; conditions at the time of bidding and for changes in the Work .3 if the Project is abandoned,terminate in accordance during construction. Except as provided in Subparagraph with Paragraph 9.3; or AIA DOCUMENT B801/CMa• OWNER CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA© • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. B801/CMa-1992 6 .4 cooperate in revising the Project scope and quality Agreement or breach thereof shall be subject to and decided as required to reduce the Construction Cost. by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association cur- 5.2.5 If the Owner chooses to proceed under Clause 5.2.4.4, rently in effect unless the parties mutually agree otherwise. the Construction Manager, without additional charge, shall cooperate with the Owner and Architect as.necessary to bring 8.2 Demand for arbitration shall be filed in writing with the the Construction Cost within the fixed limit, if established other party to this Agreement and with the American Arbitra- as a condition.of this Agreement. tion Association. A demand for arbitration shall be made within a reasonable time after the claim, dispute or other ARTICLE 6 matter in question has arisen. In no event shall the demand for arbitration be made after the date when institution of CONSTRUCTION SUPPORT ACTIVITIES legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable 6.1 Construction support activities, if provided by the Con- statutes of limitations. struction Manager, shall be governed.by separate contrac- tual agreements unless otherwise provided in Article 14. 8.3 No arbitration arising out of or relating to this Agree- ment.shall include,by consolidation,joinder or in any other 6.2 Reimbursable expenses listed in Article 14 for construe- manner, an additional person or entity nota party to this tion support activities may be subject to trade discounts, Agreement, except by written consent containing a specific rebates, refunds and amounts received from sales of surplus reference to this Agreement signed by the Owner,Construe- materials and equipment which shall accrue to the Owner, tion Manager, and any other person or entity sought to be and the Construction Manager shall make provisions so that joined.Consent to arbitration involving an additional person they can be secured. or entity shall not constitute consent to arbitration of any ARTICLE 7 claim, dispute or other matter in question not described in the written consent or with a person or entity not named or OWNERSHIP AND USE OF described therein. The foregoing agreement to arbitrate and ARCHITECT'S DRAWINGS, SPECIFICATIONS other agreements to arbitrate with an additional person or en- tity duly consented to by the parties to this Agreement shall AND OTHER DOCUMENTS be specifically enforceable in accordance with applicable law in any court having jurisdiction thereof. 7.1 The Drawings, Specifications and other documents prepared by the Architect are instruments of the Architect's 8.4 The award rendered by the arbitrator or arbitrators shall service through which the Work to be executed by the be final,and judgment may be entered upon it in accordance Contractors is described. The Construction Manager may with applicable law in any court having jurisdiction thereof. retain one record set.The Construction Manager shall not own or claim a copyright in the Drawings,Specifications and other ARTICLE 9 documents prepared by the Architect, and unless otherwise indicated the Architect shall be deemed the author of them TERMINATION, SUSPENSION and will retain all common law, statutory and other reserved OR ABANDONMENT rights, in addition to the copyright. All copies of them,except the Construction Manager's record set, shall be returned or 9.1 This Agreement may be terminated by either party upon suitably accounted for to the Architect,on request,upon com- not less than seven days'written notice should the other party pletion of the Project.The Drawings,Specifications and other fail substantially to perform in accordance with the terms of documents prepared by the Architect,and copies thereof fur- this Agreement through no fault of the party initiating nished to the Construction Manager, are for use solely with the termination. respect to this Project. They are not to be used by the Con- struction Manager on other projects or for additions to this 9.2 If the Project is suspended by the Owner for more than Project outside the scope of the Work without the specific 30 consecutive days,the Construction Manager shall be com- written consent of the Owner and Architect. The Construe_ pensated for services performed prior to notice of such tion Manager is granted a limited license to use and reproduce Suspension. When the Project is resumed, the Construction applicable portions of the Drawings,Specifications and other Manager's compensation shall be equitably adjusted to pro- documents prepared by the Architect appropriate to and for vide for expenses incurred in the interruption and resump- use in the performance of the Construction Manager's services tion of the Construction Manager's services. under this Agreement. 9.3 This Agreement may be terminated by the Owner upon All copies made under this license shall bear the statutory not less than seven days' written notice to the Construction copyright notice, if any, shown on the Drawings, Specifica- tions Manager in the event that the Project is permanently aban- tions and other documents prepared by the Architect. Sub- cloned. If the Project is abandoned by the Owner for more mittal or distribution to meet official regulatory requirements than 90 consecutive days,the Construction Manager may ter- or for other purposes in connection with this Project is not minate this Agreement by giving written notice. to be construed as publication in derogation of the Archi- 9,4 Failure of the Owner to make payments to the Construc- tect's copyright or other reserved rights. tion Manager in accordance with this Agreement shall be con- sidered substantial nonperformance and cause for termination. ARTICLE 8 9.5 if the Owner fails to make payment when due the ARBITRATION Construction Manager for services and expenses, the Con- struction Manager may, upon seven days' written notice 8.1 Claims,disputes or other matters in question between the to the Owner, suspend performance of services under this parties to this Agreement arising out of or relating to this Agreement. Unless payment in full is received by the AIA DOCUMENT B801/CMa • OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIAO • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS..1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006-5292 • WARNING: Unlicensed 7 B801/CMa-1992 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. Construction Manager within seven days of the date of the third party against either the Owner or Construction Manager. notice, the suspension shall take effect without further notice. In the event of a suspension of services, the Construction 10.8 Unless otherwise provided in this Agreement, the Con- Manager shall have no liability to the Owner for delay or struction Manager and the Construction Manager's consultants damage caused to the Owner because of such suspension of shall have no responsibility for the discovery, presence, han- services. dling, removal or disposal of or exposure of persons to hazar- dous materials in any form at the Project site, including but 9.6 In the event of termination not the fault of the Construc- not limited to asbestos, asbestos products, polychlorinated tion Manager,the Construction Manager shall be compensated biphenyl (PCB) or other toxic substances. for services performed prior to termination, together with Reimbursable Expenses then due and all Termination Ex- ARTICLE 11 penses as defined in Paragraph 9.7. � 9.7 Termination Expenses are those costs directly attribut- INSURANCE able to termination for which the Construction Manager is 11,1 CONSTRUCTION MANAGER'S LIABILITY not otherwise compensated. INSURANCE ARTICLE 10 11.1.1 The Construction Manager shall purchase from and maintain in a company or companies lawfully authorized to MISCELLANEOUS PROVISIONS do business in the jurisdiction in which the Project is located such insurance as will protect the Construction Manager from 10.1 Unless otherwise provided, this Agreement shall be claims set forth below which may arise out of or result from governed by the law of the place where the Project is located. the Construction Manager's operations under this Agreement 10.2 Terms in this Agreement shall have the same meaning and for which the Construction Manager may be legally liable. as those in the edition of AIA Document A201/CMa, General .1 claims under workers compensation, disability Conditions of the Contract for Construction, Construction benefit and other similar employee benefit acts Manager-Adviser Edition, current as of the date of this which are applicable to the operations to be Agreement. performed; 10.3 Causes of action between the parties to this Agree- •2 claims for damages because of bodily injury,occu- ment pertaining to acts or failures to act shall be deemed to pational sickness or disease, or death of the Con- have accrued and the applicable statutes of limitations shalt struction Manager's employees; commence to run not tater than either the date of Substantial .3 claims for damages because of bodily injury, Completion for acts or failures to act occurring prior to sickness or disease, or death of any person other Substantial Completion, or the date of issuance of the than the Construction Manager's employees; final Project Certificate for Payment for acts or failures to .4 claims for damages insured by usual personal injury act occurring after Substantial Completion. liability coverage which are sustained(1)by a per- ' 10.4 Waivers of Subrogation. The Owner and Construction son as a result of an offense directly or indirectly Manager waive all rights against each other and against the related to employment of such person by the Con- Contractors, Architect,consultants,agents and employees of struction Manager, or (2) by another person; any of them, for damages, but only to the extent covered by 5 claims for damages, other than to the Work itself, property insurance during construction, except such rights because of injury to or destruction of tangible prop- as they may have to the proceeds of such insurance as set forth erty, including loss of use resulting therefrom; in the edition of AIA Document A201/CMa, General Condi- 6 � tions of the Contract for Construction,Construction Manager . claims death cl a personaims for damages property damage arising out Of ges because of bodily injury,death Adviser Edition,current as of the date of this Agreement.The ownership,maintenance or use of a motor vehicle. Owner and Construction Manager each shall require similar waivers from their Contractors, Architect, consultants, agents, 11,1,2 The insurance required by Subparagraph 11.1.1 shall and persons or entities awarded separate contracts adminis- be written for not less than limits of liability specified in Arti- tered under the Owner's own forces. cle 14 or required by law, whichever coverage is greater. 10.5 The Owner and Construction Manager, respectively, Coverages, whether written on an occurrence or claims-made bind themselves,their partners,successors,assigns and legal basis, shall be maintained without interruption from date of representatives to the other party to this Agreement and to commencement of operations under this Agreement until date the partners, successors,assigns and legal representatives of of final payment and termination of any coverage required such other party with respect to all covenants of this Agree- to be maintained after final payment. ment. Neither Owner nor Construction Manager shall assign this Agreement without the written consent of the other. ARTICLE 12 10.6 This Agreement represents the entire and integrated PAYMENTS TO THE CONSTRUCTION MANAGER agreement between the Owner and Construction Manager and supersedes all prior negotiations, representations or agree- 12.1 DIRECT PERSONNEL EXPENSE merits,either written or oral.This Agreement may be amended only by written instrument signed by both Owner and Con- 12.1.1 Direct Personnel Expense is defined as the direct struction Manager. salaries of the Construction Manager's personnel engaged on the Project and the portion of the cost of their mandatory 10.7 Nothing contained in this Agreement shall create a con- and customary contributions and benefits related thereto,such tractual relationship with or a cause of action in favor of a as employment taxes and other statutory employee bene- AIA DOCUMENT 8801/CMa• OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • A[.A@ • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1715 NEW YORK AVENUE, N.W-, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates US.copyright laws and will subject the violator to legal prosecution. B801/CMa-1992 8 fits, insurance, sick leave, holidays, vacations, pensions and extended through no fault of the Construction Manager,com- similar contributions and benefits. pensation for any services rendered during the additional period of time shall be computed in the manner set forth in 12.2 REIMBURSABLE EXPENSES Subparagraph 13-3.1- 12.2.1 Reimbursable Expenses are in addition to compensa- 12.3.4 When compensation is based on a percentage of Con- tion for Basic and Additional Services and include expenses struction Cost and any portions of the Project are deleted or incurred by the Construction Manager and Construction otherwise not constructed,compensation for those portions Manager's employees and consultants in the interest of the of the Project shall be payable to the extent services are per- Project, as identified in the following Clauses. formed on those portions,in accordance with Subparagraph 13.2.1, based on (1)the lowest bona fide bids or negotiated 12.2.1.1 Expense of transportation in connection with the proposals, or(2) if no such bids orro osals are received p P > Project;expenses in connection with authorized out-of-town the latest approved estimate of such portions of the Project. travel; long-distance communications; and fees paid for se- curing approval of authorities having jurisdiction over the. 12.4 PAYMENTS ON ACCOUNT OF ADDITIONAL Project. SERVICES AND REIMBURSABLE EXPENSES 12.2.1.2 Expense of reproductions, postage, express deliv- 12,4.1 Payments on account of the Construction Manager's eries,electronic facsimile transmissions and handling of Draw- Additional Services and for Reimbursable Expenses shall be ings, Specifications and other documents. made monthly upon presentation of the Construction Man- 12.2.1.3 If authorized in advance by the Owner,expense of ager's statement of services rendered or expenses incurred. overtime work requiring higher than regular rates. 12.5 PAYMENTS WITHHELD 12.2.1.4 Expense of additional insurance coverage or limits requested by the Owner in excess of that normally carried 12.5.1 No deductions shall be made from the Construction by the Construction Manager. Manager's compensation on account of penalty, liquidated damages or other sums withheld from payments to Contrac- 12.3 PAYMENTS ON ACCOUNT OF BASIC SERVICES tors,or on account of the cost of changes in Work other than those for which the Construction Manager has been found 12.3.1 An initial payment as set forth in Paragraph 13.1 is the to be liable. ! minimum payment under this Agreement. 12,6 CONSTRUCTION MANAGER'S 12.3.2 Subsequent payments for Basic Services shall be made ACCOUNTING RECORDS monthly and,where applicable,shall be in proportion to ser- vices performed within each phase of service, on the basis 12.6.1 Records of Reimbursable Expenses and expenses set forth in Subparagraph 13.2.1. pertaining to Additional Services and services performed on the basis of a multiple of Direct Personnel Expense shall be 12.3.3 If and to the extent that the time initially established available to the Owner or the Owner's authorized represen- in Subparagraph 13.5.1 of this Agreement is exceeded or tative at mutually convenient times. AIA DOCUMENT 8801/CMa• OWNER-CONSTRUCTION MANAGER AGREEMENT• 1992 EDITION • AIA® • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed 9 8801/CMa-1992 photocopying violates U.S.copyright laws and will subject the violator to legal prosecution. i Town of North Andover Page 1 of 1 j Town of North Andover, Massachusetts Municipal Information Mappine Access Program(MIMAP) QF Base Map Zoning2008 Aerials Watershed Zone Utilities — Q Sizeo[][:] Selection Legend Location Help Scale 1"= 65 ft Select (show all) % (VALLEY DA�33 SUMMER STREt y '.Owner Address �• � e m kctSrr -� TI 14 1 selected To Mailing Labels To Sp f :` ' .S '' Q Property Building Permits F Owned VALLEY,DAVID * - Ow ner2 ;n, x3 Address 133 SUMMER STREET Map/Lot 038.0-0040-0000.0 a °"" 1e ae �YI1J " Lot Size 43560 sq.R. Fiscal Year 2010 Land Use 101 r Code Last Sale 08/22/2006 Date C h Book/Page 10354 Total$304500 Valuation Building CL W. ,! ry im Type Year Built 2007 Get Pictometry[magi„-]Go vs.a.x gppGeo Save Map as Image i- - ` We mk VA"P19rYn9 CdnrMs'Jon G'Y3 MA mek:gnY+n fty--Xl + -W-P I-E4T+t "IMM WRYd-4Mb*tY WMeCpN0L7'•r�4�<nl`3f, C'�aetlM7!�.a Gt the G.9,WAc kaa W-SY%'amfGQ ostaaenyG Gat.a2vvL`d te:dn.the=dxsnm t6fft psteme pmtessctel---y end nesno �{'''(tr�.' rogr aaTMhBM velnMx.Im.4'M.wcvtmt%aewueicem ageew3pacfea aMfom ytYi4 apcMuw rmes9n.son,uctnmrx valley Pivnwfg ramm✓4MGn nqueRs dtffi any ole o!MA Utl¢m� wGe—Towdt]y a rNemtoe ml'S duce ald Cle MerGrsl�k Vdaty GiMnYq Gyrypl•� 's cANtitlalnmBlGs 1p wytggksq // WMSMtMs astG tM="3Cy Ot 29d kMvtrOM Arrj xot Ws Wor km ism ma wAC ett,s ft%, http://maps.mvpc.org/NorthAndovennimap/viewer.aspx?maptab=MyMap&application=test... 6/9/2011 2541 APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in �e� Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. ( Street or subdivision lot no. Pp2 of j v / Z73- $l 2 Z e- vo Lml V Owner — D Address Contractor Address 4 plicant's Signature PERMIT TO CONNECT W SEWER MAN The Division of Public Works hereby grants permission to 't(//I A&4 to make a connection with the sewer main at Street subject to the rules and regulations of the Division of Public Works.. Divisio of)Jublic Works By Inspected by Date See back for rules and regulations NORTH Town of : t. Andover No. LA 3 dover, Mass., JE GON A_ COC HIC KE WICK y�. Y 7�ADRATED C7 `S BOARD OF HEALTH PERMIT D Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT........ ai ........ ... .. .. ..�.. ............................. Foundation 4110 .......................... buildings on........ has permission to erect............. g ..... .. ....XA ....................... Rough to be occupied as............. -ori......,, ,. *n. Ws *. 4' .s....� Chimney provided that the person accepting this permit shall rasps conform to the terms the application on file in Final this office, and to the provisions of the Codes and Belating 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTI ELECTRICAL INSPECTOR ART Rough Service BUIL ING R Final Occupancy Permit Required to Occupy Building = GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. Burner FIRE DEPARTMENT Street No. SEE REVERSE SIDE Smoke Det. RULES AND REGULATIONS FOR GOVERNING THE INSTALLATION OF SEWER SERVICES 1. No unauthorized person shall uncover, make any connections with or opening into, use, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Division of Public Works. 2. All costs and expense incident to the installation and connections of the building sewer shall be borne by the owner. The owner shall indemnify the (town) from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer. 3. A separate and independent building sewer shall be provided for every building; except where one building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard, or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one building sewer. 4. Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the (Superintendent), to meet all requirements of this ordinance. 5. The size, slope, alignment, materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench, shall all conform to the following requirements. The sewer shall be 6"diameter SDR 35, PVC pipe. Minimum slope shall be 1/8" per foot. The minimum depth of sewer shall be four feet below finish grade. Sewer pipe shall be installed on a stable trench bottom of hard durable crushed stone to a minimum (6) inch depth below the pipe. After the pipe has been installed, crushed stone shall be brought up to the crown of the pipe. Care shall be taken to carefully grade and compact the stone, and prevent pipe displacement. The remainder of the trench shall then be backfilled in one foot lifts with mechanical tamping after each lift. 6. Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by an approved means and discharged to the building sewer. 7. No person shall make connection of roof downspouts, exterior foundation drains, or other sources of surface runoff or ground water to a building drain which in turn is connected directly or indirectly to a public sanitary sewer. 8. The applicant for the building sewer permit shall notify the (Superintendent) when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the (Superintendent) or his representative. 9. All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the (town). CUL- The Commonwealth ®f Massachusetts r Department of Fire Services Office of the State Fire Marshal P.0.Box 1025 State Road,Stow,NfA 01775 PERMIT Date: North Andover Permit No Dig Safe Num er (City of Town) (If Applicable) In accordance with the provisions of M_G.L.1 4 g Chapter_L(L as provided in sections? CMR 3 4 Start Date A//r This Permit is granted to: !t/�� Full name of person,Firm or Corporation Permissionto locate dumpster for construction/renovation/demolition of building. Comments: dumpster must be 251 from structure if unable to place with required Restrictions:clearance dumpster must be covered with plywood or tarp end of work day at (Give location by street and no.,or describe in such manner as to provied adequate identification of location) Fee Paid$ 50.00 1,---4' ' Fire Chief This Permit will expire.�120 — 3/v7 (Signature of offical granting permit) Offical granting permit (Title) NQ FD 4853 Date TOWN OF NORTH ANDOVER 0 RECEIPT Cl CHU This certifies that . ................... haspaid....... 0..................................................................... for Z ........................................ Received by... 2�z.. ........ ........ .....—.�.. ).................. Department......... ............................................................. o oWHITE: Applicant CANARY:Department PINK:Treasurer BOARD.OF Bt lLOING"REGUi a44TiGi IS 'A LFcins 9: GtWN MuCTION SUPEFiVlSOR ,a Number: CS 092W Bsrkhdate07t2311952 1 Exp►res;4712312009 Tr.no; 92348 Resir6s:tgcl:�f0 WILLIAM DIEC8tARE 218 GRAFI DINE RD G� � Wf KHAN(;.iJIA 019$4 GommiSSIO-1 Builder/Designer Date REScheck Inspection Checklist Massachusetts Energy Code RES checkSoftware Version 3.6 Release 1 DATE: 10/09/06 PROJECT TITLE: single family Bldg. J Dept. J Use j I J Ceilings: [ ] J 1. Ceiling 1:Raised or Energy Truss,R-25.0 cavity insulation J Comments: J Insulation must achieve full height over the plate lines of exterior walls. I J Above-Grade Walls: [ ] J 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: J Basement Walls: [ ] ( 1. Basement Wall 1: Solid Concrete or Masonry,8.0'ht/7.2'bg/8.0'insul, J R-11.0 continuous insulation i Comments: I J Windows: [ ] J 1. Window 1:Wood Frame:Double Pane,U'-factor:0.380 J For windows without labeled U-factors,describe features: J #Panes Frame Type Thermal Break?[ ]Yes[ ]No J Comments: 1 J Doors: [ ] J 1. Door 1:Glass,U'-factor:0.350 J Comments: ( J Air Leakage: [ ] J Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures J shall meet one of the following requirements: J 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture i and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. J 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfrn(0.944 i L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture J shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. 1 J Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. i I Temperature Controls: [ J I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl U,p to 1 1112 to 1,25" 1.5"to 2.0" Over 211 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes PP pingstv em Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2,511 to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 1` \ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ` Boston, MA 02111 www.mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ^ / Please Print Legibly Name (Business/Organization/Individual): Address: / I City/State/Zip: YA Ol Phone #: 9/ 0 � 0/46 Are you an employer?Check the appropriate box: Type o roject(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and 1 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. + 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. orkers' comp. insurance. 9. E] Building addition [No workers' comp. insurance 5. We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and we have no 12.❑ Roof repairs insurance required.] employees. [No workers' 131-1 Other comp. insurance required.] *Any applicant that checks box#I must also till out the section below showing their workers'compensationolic information. p Y t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 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. Lic. #: Expiration Date: Job Site Address: /E3 _5aluma< City/State/Zip: 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 tine 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 fine 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 DI for insurance eritication. I do hereby i in, rt ain. d peLliesf perjury that the information provided above is true and correct. Si =nat Date: Phone#: Official use only. Do not write in this area,to be completed by city or town q1TIcial 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#: M BOISE, Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamIF1301 BC CALCO 9.2 Design Report-US 3 spans No cantilevers 10/12 slope Tuesday, October 24,2006 12:12 Build 141 File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: FB01 Address: 133 SUMMER ST. Specifier: City, State,Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: ! i I MMM 15 05-00 ENIEFE0501100EPMEN 18-01-00 B0, 1-3/4" B1,3-1/2" B2,3-1/2" B3,1-3/4" LL 3287 lbs LL 14896 lbs LL 18090 lbs LL 3729 lbs DL 927 lbs DL 2588 lbs DL 4007 lbs DL 1056 lbs Total of Horizontal Design Spans=39-05-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 39-05-00 40 psf 10 psf 12-06-00 2 B1 FROM FB06 Conc. Pt. Left 15-05-00 15-05-00 6734 Ibs1161 lbs n/a 3 B2 FROM F1306 Conc. Pt. Right 18-01-00 18-01-00 8194 lbs 1798 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 17813 ft-lbs 55.8% 100% 14 3- Internal Completeness and accuracy of input must Neg. Moment -20357 ft-lbs 63.8% 100% 20 2-Right be verified by anyone who would rely on End Shear -4102 lbs 34.6% 100% 14 3-Right output as evidence of suitability for Cont. Shear 6206 lbs 52.4% 100% 20 3-Left particular application.Output here based Total Load Defl. U353(0.615") 68.0% 14 3 on building code-accepted design Live Load Defl. U451 (0.481") 79.8% 14 3 properties and analysis methods. Installation of BOISE engineered wood Total Neg. Defl. -0.075" 14.9% 14 2 products must be in accordance with Max Defl. 0.615" 61.5% 14 3 current Installation Guide and applicable Span/Depth 18.3 n/a 3 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, Design meets Code minimum(U360) Live load deflection criteria. ALLJOIST®,BC RIM BOARD-,BCI®, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, Minimum bearing length for B1 is 4-1/2". VERSA-STRAND"',VERSA-STUDS are Minimum bearing length for B2 is 5-5/8". trademarks of Boise Wood Products, Minimum bearing length for B3 is 1-1/2". L.L.C. Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram ,r►{ b d— a c a minimum=2" c=7-7/8" b minimum=2-1/2"d=24" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:1/2 in.Staggered Through Bolt Page 1 of 1 Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamIF1302 BC CALCO 9.2 Design Report-US 4 spans No cantilevers 10/12 slope Tuesday, October 24,2006 12:16 Build 141 File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: FB02 Address: 133 SUMMER ST. Specifier: City, State,Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: 8 07-10-00 A 20-07-00 MMIMM=5-04-00 04-04-00 B0,1-3/4" B1,3-1/2" B2,3-1/2" B3,3-1/2B4,1-3/4" LL 3155 lbs LL 29058 lbs LL 30542 lbs LL 239012UMB622 lbs DL 59 lbs DL 7571 lbs DL 8346 lbs DL 4746Ma560 lbs Total of Horizontal Design Spans=48-01-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 48-01-00 40 psf 10 psf 19-04-00 2 FROM B1-FB05 Conc. Pt. Left 07-10-00 07-10-00 14559 Ibs3798 lbs n/a 3 FROM B2-FBO5 Conc. Pt. Left 28-06-00 28-06-00 15253 Ibs4174 lbs n/a 4 FROM B3-FBO5 Conc. Pt. Right 04-04-00 04-04-00 12097 Ibs2371 lbs n/a 5 FROM B4-FBO5 Conc. Pt. Right 00-00-00 00-00-00 10496 lbs 1061 lbs n/a 6 B1 FROM FB01 Conc. Pt. Right 00-00-00 00-00-00 14896 Ibs2588 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 25049 ft-lbs 57.5% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -33295 ft-lbs 76.4% 100% 20 2-Right be verified by anyone who would rely on End Shear 3907 lbs 28.0% 100% 14 4- Right output as evidence of suitability for Cont. Shear 9207 lbs 65.9% 100% 20 2-Right particular application.Output here based Uplift 2881 lbs n/a 16 1 -Left on building code-accepted design Total Load Defl. U397(0.622") 60.4% 16 2 properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. U481 (0.513") 74.8% 16 2 products must be in accordance with Total Neg. Defl. -0.129" 25.8% 16 3 current Installation Guide and applicable Max Defl. 0.622" 62.2% 16 2 building codes.To obtain Installation Guide Span/Depth 17.6 n/a 2 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMERS,AJS-, Uplift of 2881 lbs found at span 1 -Left. ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTm,SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM Notes PLUSS,VERSA-RIMS, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND°",VERSA-STUDS are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(1")Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 9-1/4". Minimum bearing length for B2 is 9-7/8". Minimum bearing length for B3 is 7-1/4". Minimum bearing length for B4 is 8-1/8". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BOISE' Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamIF1302 BC CALCO 9.2 Design Report-US 4 spans No cantilevers 10/12 slope Tuesday, October 24,2006 12:16 Build 141 File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: F1302 Address: 133 SUMMER ST. Specifier: City, State, Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: Connection Diagram r►{b —d a c a minimum=2" c= 10" b minimum=2-1/2"d=24" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:1/2 in.Staggered Through Bolt BOISE- Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1FB04 BC CALC®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, October 24,2006 11:18 Build 141 File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: FB04 Address: 133 SUMMER ST. Specifier: City, State,Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: 21-07-00 ��18 B0,7-1/2" 61,7-1/2" B2,7-1/2" LL 4437 lbs LL 11195 lbs LL 3862 lbs DL 1217 lbs DL 3368 lbs DL 927 lbs Total Horizontal Product Length=39-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 39-10-00 40 psf 10 psf 11-06-00 Controls Summary Value %Allowable Duration Load Case Span Location DISCIOSure Pos. Moment 23629 ft-lbs 55.5% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -28641 ft-lbs 67.3% 100% 1 1 -Right be verified by anyone who would rely on End Shear 4688 lbs 29.7% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 6873 lbs 43.5% 100% 1 1 -Right particular application.Output here based Total Load Defl. U296(0.853") 81.1% 14 1 on building code-accepted design Live Load Defl. U360 . . % 14 1 properties and analysis methods. 07" ( ) 999Installation of BOISE engineered wood Total Neg. Defl. -0.214" 42.9% 14 2 products must be in accordance with Max Defl. 0.853" 85.3% 14 1 current Installation Guide and applicable Span/Depth 21.2 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJST"', BO Post 7-1/2"x 7" 5654 lbs 0.1% 14.4% Steel ALLJOISTV,BC RIM BOARD-,BCI®, B1 Post 7-1/2"x 7" 14563 lbs 0.3% 37.0% Steel BOISE GLULAM-" SIMPLE FRAMING B2 Post 7-1/2"x 7" 4789 lbs 0.1% 12.2% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDTm,VERSA-STUDS are Cautions trademarks of Boise Wood Products, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. L.L.C. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram r►{ b d a C a minimum=2" c=7-7/8" b minimum=2-1/2"d=24" Member has no side loads. Connectors are:1/2 in.Staggered Through Bolt Page 1 of 1 BOISE' Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamIF1305 BC CALC®9.2 Design Report-US 4 spans No cantilevers 0/12 slope Tuesday, October 24,2006 13:02 Build 141 File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: FB05 Address: 133 SUMMER ST. Specifier: City, State,Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: iri ;::i:!:; MOEN= i 07-10-00 20-07-00 P15-04-00 0404-00 B0,7-1/2" B1,7-1/2" B2,7-1/2" 83,7-1/2-134,7-1/2" LL 3404 lbs LL 14559 lbs LL 15253 lbs LL 12097116x9749 lbs DL 47 lbs DL 3798 lbs DL 4174 lbs DL 2371 mix 1834 lbs Total Horizontal Product Length=48-01-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load.Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 48-01-00 40 psf 10 psf 19-04-00 2 B1 FROM FB06 Conc. Pt. Right 00-00-00 00-00-00 5987 Ibs1934 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 24885 ft-lbs 57.1% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -32393 ft-lbs 74.4% 100% 20 2-Right be verified by anyone who would rely on End Shear 4607 lbs 33.0% 100% 14 4-Right output as evidence of suitability for Cont. Shear 9015 lbs 64.6% 100% 18 2-Left particular application.Output here based Uplift 3189 lbs n/a 16 1 -Left on building code-accepted design P properties and analysis methods. Uplift 1156 lbs n/a 18 3-Right Installation of BOISE engineered wood Uplift 2289 lbs n/a 14 4-Right products must be in accordance with Total Load Defl. U401 (0.616") 59.8% 16 2 current Installation Guide and applicable Live Load Defl. U489(0.505") 73.6% 16 2 building codes.To obtain Installation Guide Total Neg. Defl. -0.127' 25.4% 16 3 or ask questions,please call Max Defl. 0.616" 61.6% 16 2 (800)232-0788 before installation. Span/Depth 17.6 n/a 2 BC CALC®,BC FRAMERS,AJS-, ALLJOISTS,BC RIM BOARD-,BCI®, %Allow %Allow BOISE GLULAM-,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, BO Post 7-1/2"x 5-1/4" 3451 lbs 0.1% 11.7% Steel VERSA-STRAND-,VERSA-STUD®are B1 Post 7-1/2"x 5-1/4" 18357 lbs 0.5% 62.2% Steel trademarks of Boise Wood Products, B2 Post 7-1/2"x 5-1/4" 19428 lbs 0.5% 65.8% Steel L.L.C. B3 Post 7-1/2"x 5-1/4" 14468 lbs 0.4% 49.0% Steel B4 Post 7-1/2"x 5-1/4" 11582 lbs 0.3% 39.2% Steel Cautions Uplift of 3189 lbs found at span 1 -Left. Uplift of 1156 lbs found at span 3-Right. Uplift of 2289 lbs found at span 4-Right. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Column at Bearing B4 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(0360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 BOISE- Triple 1-314" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1305 BC CALCO 9.2 Design Report-US 4 spans No cantilevers 0/12 slope Tuesday, October 24,2006 13:02 Build 141 File Name: 133 summer,andover.BCC Job Name: RESIDENCE Description: FB05 Address: 133 SUMMER ST. Specifier: City, State,Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: Connection Diagram �{ b d a c •1 • a minimum=2" c= 10" b minimum=2-1/2"d=24" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:1/2 in.Staggered Through Bolt BOISE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1306 BC CALC®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, October 24,2006 13:00 Build 141 File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: FB06 Address: 133 SUMMER ST. Specifier: City, State,Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1040 Misc: SIM 15-05-00 24-00-00 B0,7-1/2" B1,7-1/2" B2,7-112" LL 1745 lbs LL 5987 lbs LL 2517 lbs DL 344 lbs DL 1934 lbs DL 778 lbs Total Horizontal Product Length=39-05-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Sart End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 39-05-00 40 psf 10 psf 06-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15292 ft-lbs 47.9% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -16743 ft-lbs 52.5% 100% 1 1 -Right be verified by anyone who would rely on End Shear -2782 lbs 23.5% 100% 16 2-Right output as evidence of suitability for Cont. Shear 4022 lbs 34.0% 100% 1 2-Left particular application.Output here based on building code-accepted design Uplift 335 lbs n/a 16 1 -Left properties and analysis methods. Total Load Defl. U311 (0.905") 77.2% 16 2 Installation of BOISE engineered wood Live Load Defl. U397(0.708") 90.7% 16 2 products must be in accordance with Total Neg. Defl. -0.181" 36.2% 16 1 current Installation Guide and applicable Max Defl. 0.905" 90.5% 16 2 building codes.To obtain Installation Guide Span/Depth 23.7 n/0- 2 or ask lease call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTm, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD- BCI®, BO Post 7-1/2"x 5-1/4" 2089 lbs 0.1% 7.1% Steel BOISE GLULAMTm SIMPLE FRAMING B1 Post 7-1/2"x 5-1/4" 7921 lbs 0.2% 26.8% Steel SYSTEM®,VERSA-LAM ®,VERSA-RIM B2 Post 7-1/2"x 5-1/4" 3295 lbs 0.1% 11.2% Steel PLUS®,VERSA-RIM®, VERSA-STRAND ,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 335 lbs found at span 1 -Left. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b d a cc a minimum=2" c=7-7/8" b minimum=2-1/2"d=24" Member has Bno side loads. Page or re:112 in.Staggered Through Bolt BOISE- Single 11-718" BCIS 400-1.9 DF Joist1J01 BC CALC®9.2 Design Report-US 1 span I No cantilevers 0/12 slope Tuesday, October 24,2006 12:32 Build 141 24" OCS Repetitive Glued&nailed construction File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description:J01 Address: 133 SUMMER ST. Specifier: City, State, Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1336 Misc: 15-04-00 B0,2-1/2" B1,2-1/2" LL 613 lbs LL 613 lbs DL 230 lbs DL 230 lbs Total Horizontal Product Length=15-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area Left 00-00-00 15-04-00 40 psf 15 psf 24" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3120 ft-lbs 98.1% 100% 1 1 -internal Completeness and accuracy of input must End Reaction 820 lbs 86.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U413 (0.437") 58.1% 1 1 output as evidence of suitability for Live Load Defl. U568(0.318") 84.5% 1 1 particular application.Output here based Max Defl. 0.437" 43.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-1/2"x 1-1/2" 843 lbs n/a n/a Unspecified ( ask questions,please call B1 Wall/Plate 2-1/2"x 1-1/2" 843 lbs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJS-, ALLJOIST®,BC RIM BOARD- BCI®, Notes BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets User specified(U480) Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND-,VERSA-STUD®are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 Reisw Single 11-718" BCI® 90-2.0 DF Joist1J02 BC CALC®9.2 Design Report-US 1 span I No cantilevers 0/12 slope Tuesday, October 24,2006 12:42 Build 141 16"OCS Repetitive Glued&nailed construction File Name: 133 summer, andover.BCC Job Name: RESIDENCE Description: J02 Address: 133 SUMMER ST. Specifier: City, State, Zip:ANDOVER, MA 01833 Designer: MARTIN M. HALLERAN, PE Customer: PATRICIA VALLEY Company: Code reports: ESR-1336 Misc: 24-00-00 B0,2-1/2" B1,2-1/2" LL 640 lbs LL 640 lbs DL 240 lbs DL 240 lbs Total Hodiontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 24-00-00 40 psf 15 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5162 ft-lbs 54.0% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 865 lbs 60.7% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U362(0.788") 66.4% 1 1 output as evidence of suitability for Live Load Defl. U497(0.573") 96.6% 1 1 particular application.Output here based Max Defl. 0.788" 78.8% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 24.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 880 lbs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 880 lbs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOIST®,BC RIM BOARD- BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE SIMPLE FRAMING 9 SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND-,VERSA-STUDS are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 " Square Fy=46 Structural Allowable Concentric Loads in Kips ERW Nominal Size 5 x 5 412 x 412 Wall Thickness 1/2 3/8 5/16 1/4 3/16 1/8 1/2 3/8 5/16 1/4 3/16 1/8 Weight Per Foot 28.43 22.37 19.08 15.62 11.97 1 8.16 25.03 19.82 16.96 13.91 10.70 7.31 Design Wall Thickness 0.465 0.3491 0.291 1 0.233 1 0.174 1 0.116* 0.465 0.349 0.291 0.233 0.174 0.116 Fy=46ksl 0 217 171 145 119 91 59 192 151 129 106 81 55 2 210 165 141 115 88 58 185 146 125 102 78 53 3 206 162 138 113 86 57 180 142 122 100 76 52 4 201 158 135 110 84 56 175 138 118 97 74 51 5 195 154 131 108 82 55 169 134 115 94 72 49 6 189 149 127 104 80 54 163 129 111 91 70 48 7 183 144 123 101 77 53 156 124 107 88 46 8 176 139 119 98 75 51 148 119 102 84 65 44 9 168 134 114 94 72 49 140 113 97 80 62 42 10 161 128 109 90 69 47 132 107 92 76 59 40 11 152 121 104 86 66 45 123 100 87 72 55 38 12 144 115 99 82 63 43 114 93 81 67 52 36 13 135 108 93 77 60 41 104 86 75 62 33 14 125 101 87 72 56 39 94 78 68 57 44 31 15 115 93 81 67 52 36 83 70 62 52 40 28 16 105 86 75 62 49 34 73 62 55 47 36 26 W 17 94 77 68 57 44 31 65 55 49 41 32 23 18 84 69 61 51 40 28 58 49 43 37 29 20 Y 19 75 62 55 46 36 25 52 44 39 33 26 18 r 20 68 56 49 42 33 23 47 40 35 30 23 16 21 61 51 45 38 30 21 42 36 32 27 21 15 22 56 46 41 34 27 19 39 33 29 25 19 14 23 51 42 37 31 25 17 35 30 27 23 18 12 w 24 47 39 34 29 23 16 32 28 24 21 16 11 25 43 36 32 27 21 15 30 25 22 19 15 11 26 40 33 29 25 19 14 28 23 21 18 14 10 27 37 31 27 23 18 13 = 22 19 16 13 9 28 35 29 25 21 17 12 = 18 15 12 8 29 32 27 23 20 16 11 = = 11 8 30 30 25 22 18 15 10 = _ 31 23 20 17 14 10 32 - = 16 13 9 33 = = 8 34 - 35 36 37 38 39 40 PROPERTIES Area,In' 7.88 6.18 5.26 4.30 3.28 2.23 6.95 5.48 4.68 3.84 2.93 2.00 I,In.' 26.0 21.7 19.0 16.0 12.6 8.80 18.0 15.3 13.5 11.4 9.02 6.35 r,In. 1.82 1.87 1.90 1.93 1.96 1.99 1.61 1.67 1.70 1.73 1.75 1.78 B,Bending Factor 0.758 0.712 0.692 0.672 0.651 0.634 0.869 0.806 0.780 0.758 0.731 0.709 a+101 3.88 3.24 2.84 2.39 1.88 1 1.31 2.69 2.28 2.02 1.70 1.35 0.948 *Slender element section.Width-Thickness and Depth-Thickness ratio exceeds AISC"Specification'Section B5.1 limiting value of 253/ Vvy- Note:Double Horizontal Line indicates k f/rlimit of 200. 10