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Building Permit #207 - 82 Main Street 9/13/2007
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION * y Permit N0: U Date Received 9SSACHU`'�� Date Issued: 9/_4407 IMPORTANT Applicant must complete all items on this page g3°z '' �x> who No r ism 0 will A Mill TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family `Addition "Two or more family �i ❑ Industrial ❑ Alteration No. of units: v Q Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other DESCRIPTION OF WORK TO BE PREFORMED: RRn AA Cr 4vt go 6i4/ Identification xwse T e or Print Clearly) OWNER: Name: 1 Phone;*; Address 1 ������Qu�� � '' S'm`���}� �. °,��k aru�; �✓�''k` e��� �r'�' � x�:���"' ��,�� a�„ � t kyr �,.. 3z� 0� yy ms i ARCHITECT/ENGINEER Sl441002aS( Phone: `7� �`��O ®q2 Address: - S 7 ��� � � Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.0gOF THE TOTALESTIMATED COST BASED $125. PER S ��.�. � ,� Total Project Cost: $ FEE: $ 6 No. a Check No.:— Receipt� a NOTE: Persons contra tin with un a ste d contractor0o not have access to the guarantyfund S�gnaure of Agenfflw - Signature oczntractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSSALL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS t . ra DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/signature & Date Driveway Permit Located at 384 Osgood Street ItI ZE11 !AAg Ternp Dtrnpen situ �res� e � tb � f :Located � YEa�t#1tr �iR E m Sg Pv r e a r r rad `G�IUI'll�l�`NTS k Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 section 21A—F and G min.sloo-sloo0 fine NOTES and DATA— (For department use �—' c / YN r i ❑ Notified for pickup - Date ................._................................_..............................................._...._.._....................__...__........................._.............................. .._.. Doc.Building Permit Revised 2007 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 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit - ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit r New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan t ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application I i i Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 I i Revised 2.2007 I 1 Location No. d r Date z4zo s °RTh TOWN OF NORTH ANDOVER 31 F •, 9 • i # Certificate of Occupancy $ D O s�CM�s<� Building/Frame Permit Fee $ Mr Foundation Permit Fee $ Other Permit Fee $ TOTAL Check #. 20518 Building Inspector OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '•`• ,,�;� CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: 2 ,c3 � NAME OF BUILDING: 92 NATURE OF PROJECT: IN 44CORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDINC2 CODE, I, �7��'�— (-• j-4"0X-)W- '4-1A REGISTRATION NO. f-/d BEING A REGISTERED PROFESSIONAL ENGINEERCHITEC EREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED TH TION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL STRUCTURAL 0 MECHANI AR h A c� FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) 01 m AKEFIELD, J� FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE SSA STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT IHA S LL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for confo ance to the design concept, shop drawings, samples and other submittals which are subm' ed by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. v/ PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO TFC SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUR J In f- /� G"�/1 c�.-( . 0CJLe&; S BE SU RIBED AND SWORN TO BE ORE ME THIS DAY OF SL�p i&2n,6&-7Zlf ADO " 111/J'! NOTARY PUBLIC MY COMMISSION EXP ;-7 BAR TARrP�ueuc�RBER MALTH OF MASSACHUSETTS m.Expires May 8,2009 E'�LRvY CONSER V ATIO APrKICATIOTv FOR:�1 FOR LGW-F.ISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 C.�Appendix J Applicant Name: Site Address: �j Z -70 ST i I own: Use Group: .Applicant Phone: Date of Application: .Applicant Signature: Compliance Path (check one): ❑ Prescriptive Package(Limited to 1- or 2-family wood frame building's heated with fossil fuels only Package(A through KK from Table J5.2.1 b): Heating Degree Days (HDD65)from Table J5.2.l a: (For items d. through i., fill in all values that apply from Table J5.2.I b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing .Area 1 .R--1_ sq.R g. Floor R-value R=__ c. Glazing % (100 x b_a) h. Basement wall R- d. Glazing U-value U_ i. Slab Perimeter R- e. Ceiling R-value R_ j. Heating AFUE Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) . Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone I3 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if appli ,, 9111,aScheck Software Attach Compliance Report and Inspection Checklist printouts ,, C, N ❑ Home Energy Rating System Evaluation °'e , Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) OFMASSV''' ElSystems Analysis OR ❑ Renewable Energy Sources Attach Nfass Resistered .'Lrchitect or Enzincer Analysis aLLTER.XkTIVE FOR ADDITIONS ONLY: a. Gross `•;,'alt -Ccil"c1g Asea sq,rt, b. Giazina Areal sq.ft. c. Glazing°'° (100x b_a) % ❑ .4.DDITION with Glazing % (c.) up to X10% may use 780 CMR Table JI.I.2.3.1 below: �TA�T TT.'�T I -value I YTTN MT m R 4,luec }enestrshnn r uGn-j Floor R 3°Z I Basement R-3 1 R-i3 IR-1Q 0g11 1 Slab Perimeter Rth �l,.zin;= :area nay b': ithCr F,�u�h R-ln I R-tQ.4 ft opening or unit dimensions. Based on NFRC iisting. .,�,aplies either to every unit,or to area-weir= R-30 c-ilin; in_ulazion nmay be zed in lace ofR-: _kited eyes [ e Lull units. P f 1�e insuistion achieves the ull not .clue CV-r Me entire cciiin a:ea :otnPr=sse' ��;��r�:a�.^'or�.valls, andch in Odin;any access openings.) ❑ -17-,_RGOINI" addition ,'greater than 401- alazin;--to-Hall and ceiling groSs are cn -- ion F-Drm" rom "°0JR C' -,Ppend,x �. C,fFlcial,s `:ignatisre: From:Sharon Greenwood At:North Star Insurance Agency FaxID:North Star Insurance To:Tim MacDonald Date:9/4/2007 12:29 PM Page:2 of 2 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID S DATE(MM/DD/YYYY) AMER-11 09/04/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE 'NAIC# INSURED INSURER A: Central Insurance Company 20230 American Concrete Cutting, Inc INSURER 6: Arbella Protection Insurance wsuRERc: p Tim McDonald AIG companies 87 New Salem Street INSURER D. Wakefield MA 01880 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY FAIL)CLAIMS, INSRDD' -- POLICYMM/DD/YEFFECTI OLICY'EXPIRATIO — –_-- — LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE( Y) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE :E 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLP7969826 07/21/07 07/21/08 P'RE MIse3(Ezoccurence) 300,000 CLAIMS MADE 1XI OCCUR MED EXP(Any one poison) $5,000 PERSONAL&ADV INJURY T1,000,000 GENERAL AGGREGATE :l;2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 'G 2,000,000 POLICY' }{ PRO C JECT LO AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B ANY AUTO 80369400001 12/20/06 12/20/07 (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $X SCHEDULED AUTOS (Per Person) X HIRED AUTOS BODILY INJURY ,( X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE f 5,000,000 A OCCUR ❑CLAIMS MADE CXS7971638 07/21/07 07/21/08 AGGREGATE $5,000,000 DEDUCTIBLE X RETENTION f O $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X TORY LIMITS ER C ANY PROPRIETOR/PARTNERJEXECUTIVE 7693995 07/21/07 07/21/08 El EACHACCIDENT T1,000,000 OFFICER/MEMBER EXCLUDED^ E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT T- 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Concrete Cutting CERTIFICATE HOLDER CANCELLATION P&HMAIN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN PH Main Street LLC NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 31 Hewitt Avenue IMPOSE NO OBLIGATION OR LIABILITY OF AIVY KIND UPON THE INSURER,ITS AGENTS OR North Andover MA 01845 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Bill Heal ACORD 25(2001/08) ©ACORD CORPORATION 1988 REScheck Software Version 4.0.1 Compliance Certificate Report Date: 09/06/07 Data filename:Untitied.rck Energy Code: Massachusetts Energy Code Location: North Andover,Massachusetts Construction Type: Multifamily Heating Type: tither(Non-Electric Resistance) Glazing Area Percentage: 22% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 82-88 North Main Street North Andover,MA Compliance: . t .7%Better Than Code(UA) Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic): 2772 30.0 0.0 94 Wall 1:Wood Frame, 16"o.c.: 832 13.0 0.0 53 Window 1:Vinyl Frame:Double Pane with Low-E: 180 0.390 70 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been desi to meet the Massachusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory require is li ted in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been d rmin using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool t b ' i hall be no greater than 125%of the design load as ecified in(Sections 780CMR 1310 and J4.4. Name-Title Si tur Date W cn a O 0 O O� OFMPS�P Page 1 of 1 ft The Commonwealth of Massachusetts Department of Industrial Accidents �Ut 1 Office of Investigations �` 1iu ;` 600 Washington Street Boston, MA 02111 www.mass.gov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): f y yne g� V Address:g7 K:4,CV—) S 6 k_m St t City/State/Zip:� � , 01$'O Phone #: -2'3-1 ZLt5-- (,§00 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with j© 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors ,�-,,��-- 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7. Ly'Kemodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.E] Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks boz#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors 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: C-0 . Policy#or Self-ins. Lic.#: ^G7 2!29 5 Expiration Date: Job Site Address: j��\I`? S City/State/Zip: O Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a 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 DIA for insurance coverage verification. I do hereby certif under the painjan penal o pe 'ury that the information provide abov is true and correct. Signature: Date: 7 Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or.more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should, be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-7274900 ext 406 or 1-877-MASSAFE'� Fax #617-727-7749 Revised 5-26-05 www.mass.gov/dia F. ao l •- - `#�>F= �# 'c` �tg - �' i. _ g �ilB' I� `i$'� �tl. � � ga �i 4:4 Lai -:>' e'. _;e',rl,�. -.a a.' t: \t �Ws f s•' e.s o-'� : c a �.E.� •_• -: :e i .cute: s eT F't :< 'a d' _ .,2,c:.a�:: c'.' 3. '� i .a l,,-�: x .E�.i.:'v :n''v 'R "'.r �.i k:- •:. ,...a :1-;!� to F�'..1" 1 .'I w J 3; \ '.� wf' �' 4! � _� r ;i 't �.i / •2 ,�;' it- • • to• • OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '•0 CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: 2--,56 � NAME OF BUILDING: Z "1 A+'/� S�• NATURE OF PROJECT: IN AQCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDINC2 CODE, I, fy nonJ1A REGISTRATION NO. 8-96' BEING A REGISTERED PROFESSIONAL ENGINEE RCHITEC EREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED TH TION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: I, ENTIRE PROJECT 0 ARCHITECTURAL trSTRUCTURAL 0 MECHANI AR h A Q twu �N FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) 0 a 01 m "' AKEFIELD, FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH MPSSP COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE SSA STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for confogmance to the design concept, shop drawings, samples and other submittals which are subm' ad by the contractor in accordance with the requirements of the construction documents. / 2. Review and approval of the quality control procedures for all code-required controlled materials. ✓ 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the worts is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO T ' SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR )CCU ry m e -1-W.Pe uGi1 SUB RIBED AND SWORN TO BE ORE ME THIS DAY OF SG Saga een-w l F- :M: RA ELLEN BARBER OTARY PUBLIC MY COMMISSION EXPNOTnRrPueuc MLTH OF MASSACHUSETTS m.Expires May 8,2009 e • �;3?TAS W3JA AWAAEI , ETTMUH' T.,O.m m3ICA C •� r REScheck Software Version 4.0.1 Compliance Certificate Report Date: 09/06/07 Data filename: Untitled.rck Energy Code: Massachusetts Energy Code Location: North Andover,Massachusetts Construction Type: Multifamily Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 22% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 82-88 North Main Street North Andov , Ceiling 1:Cathedral Ceiling(no attic): 2772 30.0 0.0 94 Wall 1:Wood Frame, 16"o.c.: 832 13.0 0.0 53 Window 1:Vinyl Frame:Double Pane with Low-E: 180 0.390 70 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been des i to meet the Massachusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory require is li ted in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been=usingle Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool than 125%of the design load as ecified in Sections 780CMR 1310 and J4.4. Name-Title Si r tur Date U O o 8 LO. O A OFMP`'�'P Page 1 of 1 ENIERGY CONSER v ATION.,kPF'LICATION FOR.'vi FOR LOW-F:ISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMS Appendix J Applicant Name: � - AM` he Site Address: Z - 1"1p4_l Sr l i own: Use Group: .Applicant Phone: Date of Application: Applicant Signature: Compliance Path (check one): ❑ Prescriptive Package (Limited to 1- or 2-family wood frame buildings heated with fossil Package(A through KK from Table J5.2.1 b): fuels only) Heating Degree Days (HDD65)�from Table J5.2.1 a: (For items d. through i., fill in all values that apply from Table J5.2.1 b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area 1 s ft: �=---- q g. Floor R-value R- c. Glazing % (100 x b_a) % -- -- h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R_ e. Ceiling R-value R_ ----- j. Heating AFUE Component Performance: "Manual Trade-Off'(Limited to wood or metal framed buildings only) ' CIimate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone I3 El Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applii'a 9 ZScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation °' x_, e B 9 Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR Of{NASSP- y ❑ Renewable Energy Sources Attach Mass Registered Architect or Encineer Analysis ALLTEKNATWE FOR ADDITIONS ONLY: a. Gross ;Walt �Ceili.ng,-;reg sq.ft. b. Glazing1 Area sq.ft. c. Glazing ?/ (l00 x b_a) % ❑ .ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1?.3.1 below: MAtI�ti' t it-value 'v11?viMi1V( R-Values F enestration2 Ceilin_-3 fall ' Floor I Basement N%a11 I Slab perimeter De th R-3^ R-i3 R-19 R-1(1 Gla::ing Area ma, be either Rouch Opening or unit dimensions. R-10. ft Based on NFRC Iisting. .4pplies either to every unit,or to area-weighted F,-30 cciIing insulation nmy be used in place ofR 7 if the insulation achieves the 1ulllR,'Llue over (i. .-not compresse 4-ver e::terior walls, and including am, the entire ceiiin a:ea accese cperings.j ❑ "SL'' ROt��I" addition !'greater than ti0 io Malin;-to-wall and ceiling groes arcs 4 c ^ T � ., b b ) 'ch �n.,ume, 1 u�u.,aIIQ 710 n corm rom ,�0 C�tR.. PF P_nclsx B. OfFicial's Name: — Ofric:400 i-nature: f , BOISE" Double 1-3/4" x 7-1/4" VERSA-LAM@ 2:0'31°00 SP Roof Beam1RBO1 BC CALC®9.5 Design Report-US 2 spans No cantilevers 0/12 slope Friday,August 24, 2007 12:42 Build 91 File Name: 88 Main N Andover.BCC Job Name: Description: RB01 Address: . Specifier: City, State,Zip: Boston, MA Designer: RA Smith Customer: Company: Code reports: ESR-1040 Misc: ,�o 12 I 1 rr rr �. � r` � ♦ vM .► i o yr it � � • +. � ♦ � rr � W � re r � �. YI s' yv � r 12-00-00 j 03-10-00 B0,3-1/2" B1,3-1/2" B2,3-1/2" DL 488 lbs DL 1243 lbs DL 0 lbs SL 910 lbs SL 2305 lbs SL 351 lbs Total Horizontal Product Length=15-10-00 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(psf) Left 00-00-00 15-10-00 15 30 06-01-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3166 ft-lbs 32.9% 115% 193 1 -Internal be verified by anyone who would rely on Neg. Moment -3831 ft-lbs 39.8% 115% 3 1 -Right output as evidence of suitability for End Shear 1146 lbs 20.7% 115% 193 1 -Left particular application.Output here based Cont. Shear 1768 lbs 31.9% 115% 3 1 -Right on building code-accepted design Uplift 844 lbs nJa 193 2-Right properties and analysis methods. Total Load Defl. U476 0.297" 37.8% 193 1 g Installation of BOISE engineered wood ( ) products must be in accordance with Live Load Defl. U726(0.194") 49.6% 193 1 current Installation Guide and applicable Total Neg. Defl. -0.023" 3.0% 193 2 building codes.To obtain Installation Guide Max Defl. 0.297" 29.7% 193 1 or ask questions,please call Span/Depth 19.5 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, %Allow %Allow ALLJOISTO,BC RIM BOARDTm,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM- SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 1398 lbs 15.7% 15.2% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 3-112"x 3-1/2" 3548 lbs 39.9% 38.6% Spruce-Pine-Fir PLUS@,VERSA-RIM®, B2 Post 3-1/2"x 3-1/2" 351 lbs 4.0% 3.8% Spruce-Pine-Fir VERSA-STRAND®,WoodVERSProductsTUDO, e p trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 844 lbs found at span 2-Right. j 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. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow RICHARD surcharge load. ARSOL0=lllr + sTRUCI71 % i% Notes I'tOaim Design meets Code minimum(U180)Total load deflection criteria. Design meets User specified(0360)Live load deflection criteria. fu Design meets arbitrary 1" Maximum load deflection criteria.' 9 rY( ) i Member Slope=0, consider drainage. Page 1 of 2 it BO�$I►E" Single 1-112" x 3-112" VERSA-LAM® 1.7 2400 DF Roof Beam1RB02 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday,August 24, 2007 12:44 Build 91 File Name: 88 Main N Andover.BCC Job Name: Description: RB02 Address: Specifier: City, State, Zip: Boston, MA Designer: RA Smith Customer: Company: Code reports: ESR-1040 Misc: �o 12 1 � r. ♦ ♦ � � � r. 'L � W � � s it r +r yr w rr +Y • - yr i i � r r � � � w � v 03-11-00 B0,3-1/2" B1,3-1/2" DL 189 lbs DL 189 lbs SL 372 lbs SL 372 lbs Total Horizontal Product Length=03-11-00 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(psf) Left 00-00-00 03-11-00 15 30 06-04-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 428 ft-lbs 53.0% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 394 lbs 34.3% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U410(0.101") 43.9% 3 1 particular application.Output here based Live Load Defl. 0618(0.067") 58.2% 3 1 on building code-accepted design Max Defl. 0.101" 10.1% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim. L x Value Support Member Material or ask questions,please call BO Post 3-1/2"x 1-1/2" 561 lbs 14.7% 14.2% Spruce-Pine-Fir (888)234-0056 before installation. B1 Post 3-1/2"x 1-1/2" 561 lbs 14.7% 14.2% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTm, ALLJOIST®,BC RIM BOARDTm,BCI®, Cautions BOISE GLULAM rm SIMPLE FRAMING Column at BearingBO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSVERA-RI LAAII�,VERSA-RIM Yz 9 Y. Y P PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are For roof members with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise Wood Products, will not occur. L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets User specified(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0,consider drainage. L�`;ak. RICHARD ARL0 SMITH STRUCmAk Z3 No. 3't8?.4 At Page 1 of 1 J Be sm Double 1-314" x 7-114" VERSA-LAM® 1.7 2650 SP Floor Beam1F1301 BC CALC®9.5 Design Report-US 3 spans No cantilevers 0/12 slope Friday,August 24,2007 12:41 Build 91 File Name: 88 Main N Andover.BCC Job Name: Description: FB01 Address: Specifier: City, State, Zip: Boston, MA Designer: RA Smith Customer: Company: Code reports: ESR-1040 Misc: 06-07-00 003-06-00 08-08-00 B0,3-1/2" B1,3-1/2" B2,3-1/2- 83,3-1/2' LL 184 lbs LL 399 lbs LL 535 lbs LL 224 lbs DL 99 lbs DL 0 lbs DL 1624 lbs DL 147 lbs SL 33 lbs SL 2621 lbs SL 86 lbs Total Horizontal Product Length=18-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133° 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-09-00 30 10 02-00-00 2 Conc. Pt. (lbs) Right 07-10-00 07-10-00 1243 2305 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1097 ft-lbs 13.3% 115% 13 3-Internal be verified by anyone who would rely on Neg. Moment -2421 ft-lbs 29.4% 115% 19 2-Right output as evidence of suitability for End Shear -379 lbs 6.8% 115% 13 3-Right particular application.Output here based Cont. Shear 3787 lbs 68.3% 115% 19 3-Left on building code-accepted design Uplift 583 lbs n/a 19 1 -Right properties and analysis methods. otal Load Defl. U1349 0.075" 17.8% 13 3 g Installation s BOISE engineered wood T ( ) products must be in accordance with Live Load Defl. U2015(0.05") 17.9% 13 3 current Installation Guide and applicable Total Neg. Defl. -0.016" 3.2% 13 2 building codes.To obtain Installation Guide Max Defl. 0.075" 7.5% 13 3 or ask questions,please call Span/Depth 14.0 n/a 0 3 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, %Allow %Allow ALLJOIST®,BC RIM BOARDTm,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 316 lbs 3.6% 3.4% Spruce-Rine-Fir SYSTEMS,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 3-1/2" 399 lbs 4.5% 4.3% Spruce-Pine-Fir PLUS®,VERSA-RIMS, B2 Post 3-1/2"x 3-1/2" 4780 lbs 53.8/0 52.0/o Spruce-Pine-Fir VERSA-STRAND,VERSA-STUDS are "� ° ° trademarks of Boise Wood Products, B3 Post 3-1/2"x 3-1/2" 457 lbs 5.1% 5.0% Spruce-Pine-Fir L.L.C. Cautions Uplift of 583 lbs found at span 1 -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. Notes Design meets Code minimum(1-/240)Total load deflection criteria. Design meets Code minimum (0360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. e RICHARD ARIiiOLD 3TRUCTUIIM No. 3t8?A I AL Page 1 of 2 Double 1-3/4" x 7-1/4" VERSA-LAM® 1.7 2660 SP Roof Beam1RB03 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday,August 24, 2007 12:46 Build 91 File Name: 88 Main N Andover.BCC Job Name: Description: RB03 Address: Specifier: City, State,Zip: Boston, MA Designer: RA Smith Customer: Company: Code reports: ESR-1040 Misc: �o 12 08-07-00 B0,3-1/2" B1,3-1/2" DL 471 lbs DL 471 lbs SL 880 lbs SL 880 lbs Total Horizontal Product Length=08-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 11511/6 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-07-00 15 30 06-10-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2596 ft-lbs 31.5% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 1068 lbs 19.3% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U597(0.163") 30.1% 3 1 particular application.Output here based Live Load Defl. 0916(0.106") 39.3% 3 1 on building code-accepted design Max Defl. 0.163" 16.3% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 13.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1350 lbs 15.2% 14.7% Spruce-Pine-Fir (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 1350 lbs 15.2% 14.7% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJS-, ALUOIST®,BC RIM BOARD"",BCIS, Cautions BOISE GLULAM- SIMPLE FRAMING Column at BearingBO analyzed for bearing only, column analysis has not been performed. SYSTEMS,VERSA-LAMS,VERSA-RIM PLUSS,VERSA-RIMS, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDS,VERSA-STUDS are For roof members with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise Wood Products, will not occur. L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/1 80)Total load deflection criteria. Design meets User specified(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0,consider drainage. Of t�cH�aa No. MW A Page 1 of 2 NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: A/4 S is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. Aiso, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: -Dc) wl,0jTbV-z—, S, tib" (Location of Facility) ig ature of Permit Applicant Fire Department Sign off: Dumpster Permit Date ! ;�lfll' Ci'C%i?blit'✓itlh?[Zf�i- G���G-��?`:uf.LCfc,CGFEF�G BOARD OF BUILDING RE GULATSOSvS a License: CONSTRUCTION SUPERVISOR Number: CS 072068 Birthdate: 1.1/05/1961 Expires: 11105/2007 Tr.no: 26797 Restricted: 00- MICHAEL CARPINELLA 26 BROOKBRIDGE RD STONEHAM, MA 02180 Commissioner American Concrete Cutting, Inc. 87 New Salem St Wakefield, MA 01880 Tel (781)2451997 PH Main St, LLC 31 Hewitt Ave Andover, MA 01845 DATE OF SERVICE 7/9/2007 LOCATION 82-88 Main St WORK ORDER P.O.NO. Total Built per Architect and Engineer Plans 170,000.00 Frame to Finish TOTAL AMOUNT DUE: $170,000.00 Town of North Andover Office of the Zoning Board of Appeals �: •':' '�''°°� Community Development and Services Division ; 27 Charles Street North Andover,Massachusetts 01845 D. Robert Nicetta Telephone(978)688-9541 Building Commissioner Fax(978)688-9542 This is to cerUfy that twenty(20)days have elapsed from date of dedslon,filed without filing of Date �an a ale d0.4 Joyce A.Bradshaw Any appeal shall be filed Notice of Decision Town Clerk `' within(20)days after the Year 2004 FrI C date of filing of this notice in the office of the Town Clerk. Pro at: 82-88 Main Street NAME: Pacific Main fealty Trust,Albert P.: HEARING(S): June 8&September 2 LOF r*I). Manzi,III,Trustee,P.O.Box 486,North 2004 Q Andover ADDRESS: 82-88 Main Street PETITION: 2004-014 North Andover,MA 01845TYPING DATE: September 24,2004 t a M . The North Andover Board of Appeals held a public hearing at its regular meeting in the Senior Center, c4 120R Main Street,North Andover,MA on Tuesday, September 21,2004 at 7:30 PM upon the application of Pacific Main Realty Trust,Albert P.Manzi,III,Trustee,P.O.Box 486,North Andover for premises at: 8248 Main Street,North Andover requesting dimensional Variance from Section 7,Paragraphs 7.2 for Street Frontage,7.3 for relief of front and side setbacks,and Section 8.1 for relief from the required number of and 8.1.7 for size of o Parking spaces, Paragraph Parking spaces and width of driveways in order to construct two(2)additional apartment units;and for a Special Permit from Section 9 and Paragraph 9.2 in order to extend pre-existing,non-conforming lot and structure by two(2)additional apartment units. Said premises affected is property with frontage on the North side of Main Street within the GB zoning district The le notice was published in the Eagle Tnbune on "`"t P g1 May 24&31,2004. The following members were present: John M Pallone,Ellen P.McIntyre,Joseph D.LaGrasse,and Richard J.Byers. The following non-voting members were present: Thomas D.Ippolito,Richard M Vaillancourt,and David R Webster. Upon a motion by Joseph D.LaGrasse and 2°d by John M Pallone,the Board voted to GRANT a Variance from Section 8.1,Paragraph 8.1.2 for relief of four(4)parking spaces from the required 16 off-street parking spaces;and GRANT a Special Permit from Section 9,Paragraph 9.2 in order to extend a pre- existing,non-conforming structure on a non-conforming lot by two(2)additional apartment units per Variance Plan,82-88 Main Street,North Andover,MA Assessors Map 29,Parcel 25,prepared for Pacific Realty Trust,Date:May 18,2004,Rev.July 1,2004 by James E.Franklin,P.L.S.#37045,New England Engineering Services,60 Beechwood Drive,North Andover,MA. The above Variance Plan carries the following note:"Snow shall be removed from site when quantity becomes larger than capacity of Snow Storage Area". Also,per Elevations sheet A2.1&Proposed Third Floor Plan A1.3 Pacific Main Reaft$ Trust,82,84,86,88 Main St.,North Andover,MA date:05-13-04 by Gregory P. Smith,Registered x= Architect 48688,GSD Associates, 148 Main St.Bldg.A,North Andover,MA 01845. - Voting in favor: John M.Pallone,Ellen P.McIntyre,Joseph D.LaGrasse,and Richard J.Byers. ATTEST: Pagel of t •`" A True Copy N U � � � � � � nClerk OCT 2 7 2004 BOARD OrBoard of Appeals 978.688-9541 Building 978-688-9545 Conservation 978-688-95:10 Health 978-688-9540 Planning 978-688-9535 APPEALS Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division t 27 Charles Street Mo'b'roo s North Andover,Massachusetts 01845 'as�c►an� D. Robert Nicetta Telephone(978)688-9541 Fax(978)688-9542 Building Commissioner The Board finds that the applicant does not need dimensional relief from 7.2 and 7.3 because the footprint of the existing building will not change. The Board finds that the revised July 1,2004 parking plan showing 9'x18' spaces,and 25'access width satisfies 8.1.7. The.Board finds that the I 1 off-street parking spaces will satisfy the requirements of 8.1.2 because the office tenants and the residential tenants of 82-88 Main Street need parking spaces at different times of the day. Therefore,the Board finds that the applicant has satisfied the provisions of Section 10,paragraph 10.4 of the Zoning Bylaw and that the granting of this Variance will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw,and satisfied the.provisions of Section 9,Paragraph 9.2 of the Zoning Bylaw that such change, extension,or alteration shall not be substantially more detrimental than the existing structure to the neighborhood Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2) year period from the date on which the Special Permit was granted unless substantial use or construction has commethced,it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, v Ellen P.McIntyre, air Decision2004-014. 125P15. Page 2 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 dover p°RT" Town of Noah Ano� nin eats Office of the Zo k s p velo rriT Oi M%%�i�c�`Division , o Community De p Raymond Santilli, 400� e � ' 4� �"s�4T4o �1 Vl0 '- SACHU Interim Community North Andover is Development Director TOWN OF Telephone(978)688-9541 NORTH p p p r t,t.:� Fax(978)688-9542 August 18,2005 Albert P. Manzi,Jr.,Trustee Pacific Main Realty Trust P.O.Box 486 North Andover,Massachusetts 01845 RE: Pacific Main Realty Trust For premises at: 82-88 Main Street, North Andover,Massachusetts 01845 Regarding your request for a six(6)month extension of your Variance: Please be advised that the Zoning Board of Appeals approved a six(6)month extension relative to the premises affected at 82-88 Main Street,North Andover,Massachusetts. The Zoning Board of Appeals voted to extend for a period of six-months the Variances granted by decision 2004- 014 on September 21,2004 to and including March 22,2006 during the regular August 9,2005 meeting upon a motion by Richard J.Byers and 2°d by Thomas D.Ippolito. Mass.Gen.L.,ch.40A, §10 allows the Variance permit granting authority to"extend the time for exercise of such rights for a period not to exceed six months". Voting in favor: Ellen P.McIntyre,Joseph D.LaGrasse,Richard J.Byers,David W.Webster,and Thomas D.Ippolito. 41en P.McIntyre, air ~� Zoning Board of Appeals cc: Town Clerk Domenic J. Scalise,Esq. ZBA file 2004-014. M29P25. Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688'9535 ar-..•aom gym: Tony To: 1-781-245-2887 Page 2 of 2 On: 7:26:28 AM, Tuesday, September A .Fresco Inc, PluuW*W* Hea ft* F1re Sprin1ders P.O.NJ:% 18t5 Wakfield, MA 01880 Master Pltmibing Lict 9978 8prinlder Gonkrat kor 322 September 11. 2007 Jzrr�,•l�ror�n Building Inspectim N(vth Andovix, MA RE: 8288 Main St.NLxth AndowT, \1A. Mr. Broxmi, AS raque5led l have rtin=ie)AW the sprinkler drawings of the abcwc project and have found them to be in c(nnphance With'N',F P•A. 13 and 1Flitys. State building Cali. We will install the above wster n in mnpliance with all of the a1mve cocks, If you haye any question and would like to contact rnc.mv phone number is 7131444-2012. Tha '')u r � :1ti�hctisty I'n:sc;u NORTIy Town of No. a Z C� LAK over, Mass., COCMICMEWICK 1. %S RA T E Di U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System , `� � BUILDING INSPECTOR THIS CERTIFIES THAT........ .............. .................. ................................................................................................................. Foundation has permission to erect........................................ buildings ons....c�....................y..�....... .. ............... Rough to be occupied as................� . ... !> ?.. f<.. d=J `'� ..... .7` Chimney provided that the person accepting thi.s permd s all in every react conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO STARTS Rough ...... Service BUILDING INSPECTOR Final, Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the"Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. BUILDING PERMIT N°K I N °��t�.EC l6�tiO TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION b T nO 4 Permit NO: 120 Date Received �SSACHU`��� Date Issued: ls -7 IMPORTANT: Applicant must complete all items on this page MIN rN W, Ifin wo I 55 I TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ,`AdditionTwo or more family . ❑ Industrial ❑ Alteration No. of units: a Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other NPH-C, N-C �`�s „'^ y . .ts. DESCRIPTION OF WORK TO BE PREFORMED: Identification se T e or Print Clearly) OWNER: Name: Phone,-2F5 - 1 Address: as ) 9 2 Win�' 4�4.u' f�y v3 - � 'wnp•�i� 'U'�,K� ..P...�»R 0 S a ,'1 w&4'r MW WIM ARCHITECT/ENGINEER � 7� L � ��0(2SL Phone: Oq Address: S 7" Reg. No. y FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 F THE TOTAL ESTIMATED COST BASED"$125- PEERAS .,,,!, Total Project Cost: $ v - FEE: $ 6 - Check No.: Receipt NOTE: Persons contractin with un a ste d contractors-do not have access to the guaranty fund