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Miscellaneous - 129 BERRY STREET 4/30/2018 (2)
`� C� `�� 1 /. 7r 3 % -J, Date..! ��..1�..... w NOft TM °f o? TOWN OF NORTH ANDOVER f � D • X PERMIT FOR GAS INSTALLATION .o✓^ qh �ISS ACHUSEI This certifies that . (ne !.u4r.,,S. . . . 1`.�. l. . . . . . . . . . . . . . . . . . . has permission for gas installation . . .1�G1' ...S. . .A; . . . . . . . . . . . . . in the buildings of . . . . . . . . . . . . . . at�. . . .f�- . . . l/�,/ ... . . ., North AndoverMM, Fee3 :Qom. . Lic. No.� � . . . . . . . ._: .�G"`� GAS INSPECTOR Check# NUA SSACHliSEM UNHDRX1 APPUCATON FOR PERNffr TO DO GAS FITTING,} (Type or print) Date NORTH ANDOVER,MASSACHUSETTS / � 951 - Building Locations �" Permit# Amount$ Owner's Name New Renovation Replacement ❑ Plans Submitted F1 x o cn H % z z o H 9 C ] H � wCn 0 f:r4 C� Cl P. > 0 SUB -BASEM ENT B ,ISEMENT 1ST. FLOOR 2ND . FLOOR 3RD . FLOOR . 4T II . FLOOR 5TH . FLOOR 6TH . FLOOR 7TH . FLOOR 2 8TH . FLOOR (Print type) r p �/ A/a�, Co� C . Certificate Installing Company trp. Address Go LIW 141 �� /�74 ����/ Partner.. 131.1siness Tr ephone w,47 Firm/Co.- Name irm/Co.Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes [_] No If you have checked ves, please indicate the type coverage by checking the appropriate.box. Liability insurance policyOther type of indemnity Bond 0 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner El Agent I hereby certify that all of the details and information I have Submitted(or entered)in ab e application are_true and accurate to the- best of m} knowledve and that all plumbing work and installation er.aa-ni 1 ls,6iiri(for this application will be in compliance with all pertinent provisions of C o _ aptcr 142 of the General Laws. By: Signature of Licensed Plumber Or Gas Fitter Title Plun r CityiTown 6� s Fitter License A umber [blaster .APPROVED(OFFICE USE ONLY) � Journeyman I The Commonwealth of Massachusetts f Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please PrintLegibly Name (Busines /Organization/Individual): �N ,c Address: lJ dk��A 7Aj�/ / (J� �� `r l •9 O�S� / City/State/Zip: � /"/, f 5� Phone#• z_ Are you a employer?Check the appropriate box: Type o roject(required): 1.❑ I a employer with 4. ❑ I am a general contractor and I 6. New construction ployees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. t 7• ❑ Remodeling 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.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ 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' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and 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: 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 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 inay be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 I do hereby certif nd jApzl.ys and penalties of perjury that the information pro vir d above is true and correct.'Si ature Date: _ 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),addresses)and phone numbers)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinnation 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 sur&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 pen-nit/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 pen-nits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or pen-nit 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. #617-727-4900 ext 406 or 1-877-NIASSAFE Fax#617-727--7749 Revised 5-26-05 www.mass.gov/dia COMWONWEA �`F� i It Ff[T$ETTS 1 y. I I IJwflJ ERS AND. GASFI°ITEIS LN i A� &,qjkf�TLUMBER . JEFFREY S GERVAIS 9 GOULDING DR AUBURN MA 01501-1822 �; aid 1 77�70� R 7 r 37 6 Date..�:����....... ,,ORTIy 3= TOWN OF NORTH ANDOVER ' PERMIT FOR GAS INSTALLATION ,SSACHUSE� This certifies that . . . . . . . . . . . . . . . . . . . . . . . . . . . has permission for gas installation . . .*.�. -. . . , .e !� .�. . . . . . in the buildings of . . .T.(..u. .! . . .(: r-.-:�. . . . . . . . . . . . . . . . . . . . . At t-. . . . . . . . . .. North Andover, Mass. Fee./PO Lic. No. ?.0 :. .'. . . . . . ._.�. . >T. . . . . . . /GASINSPECTOR Check# I / L ,-9595 Date....:.-2 0. ....................... TOWN OF NORTH ANDOVER PERMIT FOR WIRING SACHU t-�11 L L LLC certifiesthat ........... ..4......................................... ................................ has permission to perform ........../V.C-w....Hov!�'F=............................. ..... ......... ........... ......... wiring in the building of....l'9 ..(, ..57�1......................................... Noat.......1.......g........... . ........ ........................ O Andover,Mass. ea:;'" oic.No. o/kFee.�k..777777 ................. ..... ELECTRICAL INSPECTOR Check # Location No., �—���� Date 1111,f d �aRTM TOWN OF NORTH ANDOVER 0 Certificate of Occupancy $ CNUSEt� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ D a A./&-/ UNTOTAL $ Che,-k # 7 2 3S /uOing Inspector S � eT 4 np Y ��SSh[HUSE4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 681-2011 Date: November 18, 2010 THIS CERTIFIES THAT THE BUILDING LOCATED ON 129 Berry Street, North Andover, MA 01845 MAY BE OCCUPIED AS single-family residence IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust LLC Building Inspector Fee: 100.00 paid 5/7/2010 Receipt: 23126 &6_403mlift. NORTH a ONM Of. :, 4Andover No. 691 OTX _ o dover, Mass. T i L A ' COCMICMEWICK \SATED BOARD OF HEAL PERMIT T D =e5hc77, stem 01 THIS CERTIFIES THAT........ (C. - . fid' / ���. .�.��`D.. � �3� �v S�� r��R �T r has permission to erect.......... buildings on J91 .... Roug to be occupied ais............ .....�.r.• 41irn . ?.I�.�.�.I .........................oA imney provided that the person accepting this ermit Miaeve res ect -- ' rm to the terms of the a lication on file in P P P 9 PrY p 4� PP ;incl 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. PLUM G INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS ELECTRICAL 1NSPE6TQR UNLESS CONSTRUCTIO ARTS ilmaw..................... Service UILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina, No Lathing or Dry Wall To Be Done FIRE DEPARTMENT' Until Inspected and Approved by the Building Inspector. Burner r Street NO. �I- �'� , r SEE REVERSE SIDE Smake Det. f ponTif 1 - 71 �^ �� L ,SS^`mu APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION Building Permit# ��� 2 o iv ADDRESS/LOCATION OF PROPERTY : I'a Q trr S�- Map Parcel Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: FIVE(5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Peginit Issued tc: Address SIGNED ROUTING CONSERVATION PLANNING 11 !b ID ` DPW. WATER METER SEWERIWATER CONNECTION ® I I Mao�O NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL PF THE OCCUPANCY/INSPECTION REQUEST DPW Signature _ File: Application for OC form revised Jan 2007 Commonwealth of Massachusetts Official Use Only Permit No. Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMAfTION) Date: T- Ito — 2-c> ( V City or Town of: Alo r i h A ti- Flo v e r To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical wor described below. Location(Street&Number) 9i3e i' r Lot )A/) Owner or Tenant rr%J S (f c3 v CJ �` o f,-ire Telephone No. Owner's Address 5-/ fT1 -I- -7- Y 0! Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) j 7 g Purpose of Building n [�.� [ I tJ 1 Utility Authorization No. 0- F / /�?U Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service U(O Amps (2..t / 2-40Volts Overhead� Undgrd❑ No.of Meters Number of Feeders and Ampacity ff v Location and Nature of Proposed Electrical Work: N 2 w hgv s- 0 0 Com letion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- ❑ o.o mergency Lighting rnd. grnd. Batte Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection an Initiating Devices No.of Ranges No.of Air Cond. Total Tons No.of AlertingDevices No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances Kms, Security Systems: No.of Devices or E uivwl_iit d„ No.of Water KWNo.o No.o Data Wiring: Heaters Si ns Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: y No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE Lam' BOND ❑ OTHER ❑ (Specify:) <. to . 4, /J7 o ,— ;; !a J(Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: S - ) b Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify,under the pains and penalties of perjury,that the information on this application is true and complete FIRM NAME: Cs-- / Lf- f c- r t% L L- C-- LIC.NO.: 1 I(t!O,31 Licensee: (2 t, � t ( (ILm"" -Jr Signature LIC.NO.: (If applicable, ent r "exempt"in the license nu er li .) Bus.Tel.No.,SD 8 9W a E y Address: L En 0a(r Q r l/(rt f,.( /,Y, fI y��7 Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally -required by law. By my signature below,I hereby waive this requirement. I am the(check one)E] owner ❑ owner's agent. Owner/Agent Signature _ Telephone No. PERMIT FEE: $ ,S6y �� �_ � �� � �� ��-�.��t�-C� DMZ 1� �- �-=lD �-2i 1NFASSACHGSEUS LNUDRNtiI APFUCATON FOR PERNLIlT TO DO GAS Ff rHNG (Type or print) Date ` a- NORTH ANDOVER,MASSACHUSETTS �j Building Locations � �0`t( Permit# Amount$ (] Owner's Name New Renovation ❑ Replacement Plans Submitted [r sal x VO �h 0 z z F z O p rn (F ] W 0 v0� � 0 a > [�F zU4 27 14 a z O A F .moi CCpp4 >W+ 0 z O ,, pia O L*a A U U Y, A rWi p SUB -BASEM ENT q BASEMENT 1ST. FLOOR 2ND . FLOOR IF 3RD. FLOOR 4T II . FLOOR 5TH . FLOOR 6TH . FLOOR 7TH . FLOOR 8TH . FLOOR (Print or type) :r, Check one: Certificate Installing Company Name [1 Corp. Address l 73/❑ Partner.. Business Te ephone _ 77 7& Firm/Co. Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes 0 No If you have checked yes,please indicate the type coverage by checking the appropriate box. Liability insurance policy 0 Other type of indemnity Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the :glass. General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner El Agent I hereby certify that all of the details and information I have Submitted(or entered)in above application are true and accurate to the, best of nn knowledge and that all plumbing work and installation;perfornird under Permit Issued for this application will be in compliance with all pertinent provisions of the MZISSHchus St,to-Gas C de(ntd Chapter 142 of the General Laws. By: Sign, o Licensed Plumber Or Gas Fitter Title Plumber (14 S` CityiTown as Fittertc� e um er Master APPROVED(OFFICE USE ONLY) Journeyman I Swanson Structural, Inc. Paul W. Swanson,P.E. 116 Forest Street Franklin,MA 02038 508-520-1333 September 17,2010 Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover,MA 01845 Subject: Structural Affidavit for New Single Family Dwelling: Barlow Building,Lot l Berry Street,(At Ash Street)North Andover,MA (My job 3818) 10 6erri S Dear Mr.Brown, I was retained by Eric Sampson of Koopman Lumber in Whitinsville,MA to provide Structural Engineering services on the subject project. On Thursday,September 16, 2010,I visited the project for a visual inspection of the completed framing. The builder did a really god job! The conventional lumber and engineered wood products used on the project were installed according to the plans and specifications and in accordance with the structural requirements of the Massachusetts State Building Code,7h edition. If you have any questions,please feel free to contact me. Sincerely, i0 ��5� Sti^i.riS i' -F I ±; ST ;::CSiiRAl P 35334 Paul W. Swanson,P.E. Swanson Structural:,Inc. �ro� Copies to Eric Sampson 1 7 to TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS t 384 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 Bruce Thibodeau of�o oT Telephone(978) 685-0950 Director F� ` ' op Fax(978) 688-9573 SSACHUsf' November 16, 2010 Trust Construction Co. 51 Mount Joy Drive Tewksbury, MA 01876 RE: 129 Berry Street Dear Mr. Hingorani: Please be advised that all fees for the new sewer meter at 129 Berry Street have been paid in full, and consequently no final bill is due at this time for the closing. Sincerely, Karen Hanlon Water and Sewer Department rr i HORT„ TOWN OF NORTH ANDOVER 3? �4.r�• �'OOL PERMIT FOR PLUMBNVG �SSACMUS� ' n This certifies that .c. . 7 h �- .ti. .'. ! . . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . . . t . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . at. .1 . . . . . . .I. . . (i . . . . . . . . . . . North Andover, Mass. Fee. :! . Lic. No.. . . . . . . . . . . . . 1.,...: nom. . . . . . . . . . PLUMBING INSPECTOR Check # / t 86 r] MASSACHUSETTS ITA uOltM APPLICATION FOR PERMIT TO D O PLTJNIBIlNG (Type or print) NORTH ANDOVER,MASSACHUSETTS Date I( j 1 ee�y � Owners Name Permit# ' Building Location Amount ��� Type of Occupancy Replacement Plans Submitted Yes No ew Renovation i N � Re P PXTURFS UD r7+ ° WP{Pa H r Fcar4, ° 2 . a w a H E-. w ao f H 0 a A a0 H .Lo A >x a sr�-Bsv� •�rn�.,oai 4MFI.0m 5MFL M 6MKOM 7tHfM smtFt+oa� Check one: Certificate (Print or type) •/J a Corp. Installing Company Name C ��4 [:] Partner. Address El Firm/Co. Business Telephone Whe Name Of.Licensed Plumber: 6o�/ ate box: Insurance Coverage: Indicate the of insurance coverage by checking�appropn Bond Liability insurance policy Other type of indemnity Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one ofthe above three insurance Signature - �, Owner Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are.true and accurate to the best of my lmowledge and that all plumbing work and installations performed under Permit to e142 offorththe General Law lic ti Willbe m Laws- compliance with all pertinent provisions of the Massa By. p t By, r o r um er Type ofPlumbingLicense Title ElCity/Town MasterJourneyman APPROVED(OFFICE USE ONLY - The Co mnzonweizilth ofllfassachusetts Deportment.of•£ndusf7-W14ccidents Office of_tXVestigations ' 60.0 Wasiza • �. _ nbaton Street $oston, AL4 02.71-7 www_1nussgor1dhz Workers' Compensation Insurance Affidalit:]builders/Contractors/Electricians/Plumbers ren licant Tnforuzation ' Please Print Le-gibly Namo(Business/Organization/Individual): Address: City/State/Zip: Phone#: -Are,you an employer?Check the appropriate ppropriate bow: - L❑ I azo a employer with 4. ❑ I am a be�eral contractor and I a Type of project(required): employees(full and/or part-time).* have hired the snT3-contractors & ❑New construction 2•❑'I am a sole proprietor orpariner- Misted on them attached sheet 7• ❑Remodeling ship and have no employees These sub-coiairactors have working forme in any capacity. workers' comp,insurance, S' ❑Demolition [No workers'Comp, insurance 5. ❑ We are a corporation and its 9' ❑Bnxldmg addition 3.E1required.) Officers have exercised their 10.[]Electrical repairs or additions .1 am a homeowner doing all work right of exemption per MGL11.El Plumbing repairs or additions myself,[No workers'comp, c, 152,§_1(4),and we have no insurance required•] t employees. [No workers' 12 0 Roofrepairs GOmp.inc,., ,C�required-] 13,[]Other ae-�;r'`°pr;raRr-ffi--.5CIL.box,tu m•„E�o rill _" i e C.sece�+b!eww�ou^� �� , Flomeownerswhosubmifibis o s -wcrcas'com _;��poli-ay _.&_ 3fjldflVlt indicating they ZT.P dC Y•-=--....Yv._�,,,iGi.:a�.uS':s. e3 mg ail w.,;ii and then hire outside contractors 4rist su uit anew a:mdavit indicating such. +Contt�cbrs E�ai cbeC'6 bort=.st at�_hed sit additional sheet showing - the name'of the sub contractors and theirworkers'comp.policy information. -ram an employer that is providing workers'cornpensafian iaszrrance for m infgrmataon. y employees 13eloitr is the policy and job site. Insurance Company Name: Policy#or Self-ins.T-ic.M Expiration Date: Job Sits Address: City/state/Zip: Attach,a copy-of the workers'compensation policy declarata.an page(811-owing 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 pena1has of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil e of up to$250:00 a day against the violator. Be advised that a c penalties in the form of a STOP WORK ORDER and a zine Investigations of the DIA for insurance coverage verification oPY of this statement may be forwarded to the Office of I do hereby certify under the pains and peizndties of perjurer thrzr the informationrovided ab P ove is true and correct Siffiature• --- Date- • _ . Phone#: _- - Officiad use only. Do not write in this area, to be completed b�:crty or town official C437 or Town: P ermitll,icense# 1•.Ssii Authority(circle ones: I.Board of Health 2.Buildi g Department 3. CiWTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Persoxt: Phone'# Location.No. Date Of ,�pRTh TOWN OF NORTH ANDOVER ,ti 4150 � h � � ` Certificate of Occupancy $ /00 Building/Frame Permit Fee $ 16 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 23 f 1� 6 Xikkg Inspector TOWN OF NORTH ANDOVER G APPLICATION FOR PLAN EXAMINATION Permit NO: o Date Received Date Issued: h PORTANT:Applicant must complete all items on this page LOCATION PROPERTY OWNER 71�u •�... Print /} MAP NO: I, �� ►RCEL ZONING DISTRICT. Y Historic District ._ yes o / ��ii 'Q' Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Resid Non- Residential tNe;Buildin One family ion Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other �Sew Floodplain Wetlands 1Natershed'Distric# _ DESCRIPTION OF W RK TO BE PERFORMED: CwCwsiL�c,�;�n L e (4y) �° 2 Identification Please Type or Print Clearly) OWNER: Name: 1 cu<1+ u� Phone: C17� 3LtS(o Address: S 1 ("l� i -�oLDC. 1 e 1C �(X t_ CONTRACTOR Name. . .,•tfl L 'Phone: '.� Zc" <33 Address: Supervisor's Construe#ion License; :.Cs -1 3 - Exp.. Date: 1< Home.amprovernent License.. 1=xp. Date: ARCHITECT/ENGINEER Phone: Address: " , Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 30-%So b FEE: Check No.: �&&P Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to thf,guaranty.fund Signature of Agent/Owner Signature of contractor ��`�V Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic'tank,etc. Permanent Dumpster on Site 4 I 4 THE FOLLOWING SECTIONS FOR OFFICE USE ONLY j INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS r CONSERVATION Reviewed on 0 Si natur - COMMENTS i HEALTH �� Reviewed on Signature COMMENTS - i Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comment ( p0� Water & Sewer Connection/signature& at Driveway Permit e-Wa, o DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp-Durn r on site _yes4 ,// a pelf,ly'o� no Located-at'124 Main Stree#. { Fire Department signature/date 1/�_Aj1_,,, 7y?o �„�,_� y- Z y COMMENTS ell 2 l;-Y, S ee re Res; e� �o�I P � f ' CERTIFIED PLOT PLAN ! NO OTHER USE INTENDED BOUNDARY LINES AND EASEMENTS SHOWN BERRY STREET ,b ARE BASED ON THE APPROVED, RECORDED "' ' DEFINITIVE PLANS FOR THIS SUBDIVISION, 5 %�5g°41 ,58 vv , I� THE FOUNDATION AS SHOWN DOES NOT 46,59 j VIOLATE ANY ZONING REQUIREMENTS A\g �I, 11 REGARDING STRUCTURE TO PROPERTY LINE \ � OFFSETS, THIS PLAN IS NOT TO BE USED TO ERECT FENCES, OTHER ANCILLARY STRUCTURES, $ �� i OR FOR LANDSCAPING LIMITS, THIS CERTIFICATION IS NON-TRANSFERRABLE, AND IS FURTHER �8' / oo /I d & MADE WITH THE PROVISION THAT THE / INFORMATION SHOWN HAS BEEN ACCURATELY FURNISHED BY THE OWNER J N TO THIS FIRM, / x Z x \ J PATRICK C. GARNER, PLS F X I i I N 'FOUNDATION I I i l / LOT I NA GO AC. 0'0- i LOT 1N—A 106D-75 OWNER/APPLICANTi t ONE HUNDRED FOURTEEN �� .�•,F❑ U N D A T 111N _ A S — B U 1 E T TRU51 MOUNT JOY 1 TWEKS 29 � ERRY STREET � " MA U1876 � �-- �R• .H ANDOVER, MASS, E PATRICK, PROJECT NO: NA-10 SCALE 10=40' a oA„r�._, DRAWN BY: 9661 PCG DATE;5/27/10 s CHECKED BY: SC SHT1 1 I s�o u ; f�AL LPR'D v,r aFP 1 I ASSESS. MAP & LOT#: 106D-75 Ng6°57'33' W 4s.s9, I ' OWNER/APPLICANT, ONE HUNDRED FOURTEEN TRUST TWEKSBURY1 MOUNT ,MAD01 6 P,� ��� DRIVE 27' 36' - 2.5— 22° 18' 60 - / 20 A0,x ADS: K BVw N ro LOT IN — A o00-p: Q � ml N �0 1 . 900 AC. m 82,814.2 0 S.F. DI 30' REAR SETBK CERTIFIED PLOT PLAN P A N D NO OTHER USE INTENDED tH (�f P „�•�•. 230.43 U S78°27'04" BOUNDARY LINES E EASEMENTS ' PATRICK, SHOWN ARE BASED ON THE AP- C. PROVED,RECORDED DEFINfi 1VE PLANS FOR THIS SUBDIVISION.THE No 32661 Z4 s PROPOSED HOUSE AS SHOWN DOES 9 r= n LOT 1 NOT VIOLATE ANY ZONING REQUIRE- MENTS REGARDING STRUCTURE TO SFS 0STEQti y� . PROPERTY LINE OFFSETS. BERRY STREET Nfi1 LAlj� ACTUAL FOUNDATION MAY VARY IN �ar�a NORTH A N D O V E R DIMENSIONS,BUT I$NOT TO EXCEED THE FOOTPRINT HOWN HEREON , MASS, THIS PLAN IS NOT TO BE USED TO ERECT FENCES,STRUCTURES,ORFORL ANCILLARY PROJECT NO: NAND 07 SCALE: 1'=40' LIMITS. THIS CERTIFICATION IS NOW DRAWN BY: PCG DATE12/10/10 TRANSFERRABLE,&IS FURTHER MADE a MATIONS PROVISION B THE CHECKED BY, SC SHTI 1 RATELY FURNISHED BY THE OWNER TO THIS FIRM. REVISION: 2/22/10 OF, 1 4/2G/N6 Nashoba Analytical, LLC Tel:978-486-3316 Fax:978-486-3319 LabNumber. 113495 29 Kine Street,Littleton MA 01460 Website:http:'i%N-%v«'.KashobaAnalytical.com Use this number with all correspondence Client: Northeast Water Wells ReportDate: 5/6/2010 50 River Street Jaffrey, NH 03452 Certificate of Analysis Lot 1 Bent'St, North Andover MA Parameter Method Result MCL MRL Date of Analysis Analyst -Well Sampled:4/29/2010 11:00:00 AM by Client Total Coliform Bacteria,/100ML MF-SM9222B 0 0/Absent 0 4/29/2010 1:30:00 PM M-MA1118 Arsenic,Total,MG/L SM 3113B # 0.014 0.01 0.002 5/1/2010 M-MA1118 Calcium,MG/L EPA 200.7 37.3 Not Spec 1 5/1/2010 M-MA1118 Copper,MG/L EPA 200.7 ND 1.3 0.01 5/1/2010 M-MA1118 Iron,MG/L EPA 200.7 0.22 0.3 0.01 5/1/2010 M-MA1118 Lead,MG/L SM 31138 ND 0.015 0.002 4/30/2010 M-MA1118 Magnesium,MG/L EPA 200.7 2.2 Not Spec 1 5/1/2010 M-MA1118 Manganese,MG/L EPA 200.7 0.02 0.05 0.005 5/1/2010 M-MA1118 Potassium,MG/L EPA 200.7 ND Not Spec 1 5/1/2010 M-MA1118 Sodium,MG/L EPA 200.7 4.4 See Note 1 5/1/2010 M-MA1118 Alkalinity,MG/L SM 2320B 72 Not Spec 1 4/30/2010 M-MA1118 Ammonia,MG/L SM 4500-NH3-D ND Not Spec 0.1 4/30/2010 M-MA1118 Chloride,MG/L EPA 300.0 14.2 250 1 4/29/2010 M-MA1118 Chlorine,Free Residual,MG/L SM 4500-CL-G ND Not Spec 0.02 4/29/2010 M-MA1118 Color Apparent,CU SM 2120B 5 15 1 4/29/2010 M-MA1118 Conductivity,UMHOS/CM SM 25108 285 Not Spec 1 4/29/2010 M-MA1118 Fluoride,MG/L EPA 300.0 ND 4 0.1 4/29/2010 M-MA1118 Hardness,Total,MG/L SM 23408 102 Not Spec 2 5/1/2010 M-MA1118 Nitrate as N,MG/L EPA 300.0 ND 10 0.05 4/29/2010 M-MA1118 Nitrite as N,MG/L EPA 300.0 ND 1 0.01 4/29/2010 M-MA1118 Odor,TON SM 2150B 1 3 0 4/29/2010 PN pH,PH AT 25C SM 4500-H-B 8.1 6.5-8.5 4/29/2010 M-MA1118 Sediment,pos/neg --- - NEG -- NEG 4/29/2010 PN Sulfate,MG/L. EPA 300.0 20 250 1 4/29/2010 M-MA1118 Total Dissolved Solids,MG/L SM 2540C 134 500 1 5/4/2010 M-MA1118 Turbidity,NTU EPA 180.1 2.6 Not Spec 0.1 4/29/2010 M-MA1118 MCL=Maximum Contaminant Level(EPA Limit),MRL=Minimum Reporting Level Sodium Guidelines-Mass 20,EPA 250, #=Result Exceeds Limit or Guideline ND=None Detected(<MRL), .'=Background Bacteria Noted Massachusetts Certified David L.Knowlton Laboratory#MA1118 Laboratory Director Page 1 of 1 BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:13 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project : 100208—TRUST LOT1 BERRYSTNANDOVER.FBD Mark# : CB1 -Over Bedroom/upper hall Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 3.5",425 psi 3.5",625 psi 3.5",425 psi 12'6" 11'0" LOADS Project Design Loads:Floor.,Live=20 psf, Dead=10 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 30 20 100% 0 0.0.. 23'6" 26'0"s.c.-Attic 26'SC Uniform(plf) 9 0 0 0 23'6" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R'n 2092 5854 1815 Min R'n 535 2039 308 DL R'n 679 2039 548 Min Brg(in.) 1.50 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 425 625 425 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2646 1 11'9" 21 6318 100% 0.42 M(ft-lbs) 6820 1 12'6" 21 12992 100% 0.52 LtRn(lbs) 2092 0 0'0" 22 5206 0.40 See Note#4 RtRn(lbs) 1815 0 23'6" 23 5206 0.35 See Note#4 IntRn(lbs) 5854 0 12'6" 21 7656 0.76 See Note#4 LLDefl(in.) 0.21 1 6'3" 22 0.42 U701 TLDefl(in.) 0.30 1 6'3" 22 0.62 U507 USE: GPLAM 2.0E 1.75x 9.50" 2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @16" o.c. 3.Allowable negative moment is calculated based on bottom edge laterally supported @16"o.c. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Rn from 'Supports'section above. 5.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o1c(one row 2" from top,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Analysis valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP,change to expanded printout. ofPAUL FEB 1 7 Q M. WEHNER O STRUCTURAL 3 '9 No. 39953 O DIST r BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:13 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam®Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100208_TRUST_LOTIBERRYSTNANDOVER.FBD Mark# : SRI -Over Vaulted FR Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Slope : 0/12 3.5",750 psi 3.5",750 psi 24'0" LOADS Project Design Loads:Roof:Live=50 psf, Dead=17 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 67 50 115% 0 0101, 24'0" 22'0"s.c.-Roof w/cig attached Uniform(plf) 23 0 0 0 24'0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 9116 9116 Min R'n 2516 2516 DL R'n 2516 2516 Min Brg(in.) 3.47 3.47 [Based on bearing stress below] Brg Str(psi) _ 750 750 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 7494 1 23' 10" 31 18257 115% 0.41 M(ft-lbs) 54694 1 12'0" 31 85608' 115% 0.64 LtRn(lbs) 9116 0 0101, 31 9188 0.99 See Note#3 RtRn(lbs) 9116 0 24'0" 31 9188 0.99 See Note#3 LLDefl(in.) 0.57 1 12'0" 31 0.80 L/504 TLDefI(in.) 0.79 1 12'0" 31 1.20 U365 USE: GPLAM 2.0E 1.75x23.88" 2 Plies (Grade, Depth Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported orted @ 16" O.C. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 6.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2" from top,one row at mid-depth,one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 9.Analysis valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP,change to expanded printout. OFPAM MAS`9 FEB1 Qin M. WEHMNER 4 Ci '0 STRUCTURAL q 9N0. 399530 Q 9� IST n BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:13 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project : 100208_TRUST_LOT1 BERRYSTNANDOVER.FBD Mark# : C132 -Over Bedroom4 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 3.5",425 psi 3.5",625 psi 11'0" LOADS Project Design Loads:Floor:Live=20 psf, Dead=10 psf,Roof. Live=50 psf, Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 30 20 100% 0 0101, 11'0" 13'0"s.c.-Attic 13'SC 2 Span Carried(pso 65 50 115% 0 0.0.. 1110.1 26'0"s.c.-Roof 26'SC Uniform(plf) 11 0 0 0 11'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 5067 5067 Min R'n 1492 1492 DL R'n 1492 1492 Min Brg(in.) 3.41 2.32 [Based on bearing stress below] Brg Str(psi) 425 625 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 4021 1 1-2" 31 9080 115% 0.44 M(ft-lbs) 13934 1 5'6" 31 22599 115% 0.62 LtRn(lbs) 5067 0 0.01. 31 5206 0.97 See Note#3 RtRn(lbs) 5067 0 11'0" 31 7656 0.66 See Note#3 LLDefl(in.) 0.25 1 5'6" 31 0.37 L/536 TLDefl(in.) 0.35 1 5'6" 31 0.55 L/378 USE: GPLAM 2.0E 1.75x11.88" 2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @16" O.C. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o%(one row 2" from top,one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 9.Analysis valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP,change to expanded printout. 2��tH 0F MAs�c O PAUL FSB 7 M. WEFMdER STRUCTURAL A '9 M0. 39953 Q Q STE At BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:13 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100208 TRUST LOT1 BERRYSTNANDOVER.FBD Mark#: 2FB1 -Over eating/FR Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 5.5",625 psi 3.5",625 psi I LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf,-Roof-Live=50 psf,Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 100 0 100% 0 0101, 13'0" 2nd wall 2 Uniform(plf) 20 14 100% 0 0'0" 13'0" Attic spacing 3 Trapezoidal(plf) 845 0 650 0 115% 0 0.0.. IT 0" hip roof 4 Uniform(plf) 100 0 100% 0 0101. 13'0" Gable wall 5 Concentrated(lbs) 9116 6600 100% 0 2'0" LtRn SRI Uniform(plf) 15 0 0 0 13-0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 10781 4133 Min R'n 4411 2247 DL R'n 4411 2247 Min Brg(in.) 4.93 1.89 [Based on bearing stress below] Brg Str(psi) 625 625 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 9678 1 0'3" 21 10640 100% 0.91 M(ft-lbs) 19334 1 2'0" 21 34954 100% 0.55 LtRn(lbs) 10781 0 0101, 61 12031 0.90 See Note#3 RtRn(ibs) 4133 0 13'0" 61 7656 0.54 See Note#3 LLDefl(in.) 0.16 .1 6'6" 61 0.43 U960 TLDefl(in.) 0.30 1 6'6" 61 0.65 0512 USE: GPLAM 2.0E 1.75x16.00" 2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2" from top, one row at mid-depth, one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide, 8.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 9.Analysis valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their �F respective owners. ALAN Mqs 11.For explanation of GROUP,change to expanded printout. �q PAUL c FEB j M. WENNER , 10STRUCTURAL 9No. 39953Q R 9�F ISTE 0 BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:22 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam®Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project : 100208 TRUST LOTIBERRYSTNANDOVER.FBD Mark# : WH1 -Over FR window Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL= L/360 TL= L/240 Psi 3.5", 625 psi LOADS Project Design Loads:Floor.'Live=40 psf, Dead=10 psf,Roof.,Live=50 psf,Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Umform(psf) 50 40 100% 0 0101. 6'6" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 100 0 100% 0 0'0" 6'6" 2nd wall 2 Uniform(plf) 100 0 100% 0 0101, 6'6" Gable wall 3 Concentrated(lbs) 9116 6600 100% 0 .3'.3" RtRn SR1 4 Uniform(plf) 130 100 115% 0 0.0.. 6'6" gable rake Uniform(plf) 11 0 0 0 6-6" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 5559 5559 Min R'n 2085 2085 DL R'n 2085 2085 Min Brg(in.) 2.54 2.54 (Based on bearing stress below] Brg Str(psi) 625 625 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5209 1 0'2" 21 7896 100% 0.66 M(ft-lbs) 16440 1 3'3" 21 19902 100% 0.83 LtRn(lbs) 5559 0 0101, 21 7656 0.73 See Note#3 RtRn(lbs) 5559 0 6-6" 21 7656 0.73 See Note#3 LLDefI(in.) 0.10 1 3'3" 21 0.22 L/784 TLDefl(in.) 0.15 1 3'3" 21 0.32 U518 USE: GPLAM 2.0E 1.75x11.88"2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max Rn from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o%(one row 2" from top,one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Analysis valid for dry-use only(less than 16%moisture content). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.For explanation of GROUP,change to expanded printout. tH OF M,q S� FEB 1 Q�� weP AUL c 'STRUCTURAL A 9No. 399530 Q fSTE S ON n �_, I BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:13 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100208_TRUST_LOT1 BERRYSTNANDOVER.FBD Mark#: WH2 -Over slider below Kitchen Usage : Beam (Floor) Spacing (in.) : 0.0 Max Deft : LL= L/360 TL= L/240 psi 3.5", 625 psi LOADS Project Design Loads:Floor Live=40 psf, Dead=10 psf,•Roof:Live=50 psf, Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 50 40 100% 0 0101, 6'6" 14'0"s.c.-1st floor +Wall(plf) 100 0 0 0101, 6'6" 1st floor 2 Span Carried(psf) 50 40 100% 0 0.0.. 6-6" 14'0"s.c.-2nd floor +Wall(plf) 100 0 0 0.0.. 6'6" 2nd floor 3 Span Carried(psf) 30 20 100% 0 0.0..'_ 6-6" 14'0"s.c.-Attic 4 Span Carried(psf) 65 50 115% 0 0101, 6'6" 26'0"s.c.-Roof Uniform(plf) 9 0 0 0 6'6" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 5286 5286 Min R'n 1996 1996 DL R'n 1996 1996 Min Brg(in.) 2.42 2.42 [Based on bearing stress below) Brg Str(psi) 625 625 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3761 1 0-2" 61 7266 115% 0.52 M(ft-lbs) 8590 1 3'Y 61 15014 115% 0.57 LtRn(lbs) 5286 0 0101, 61 7656 0.69 See Note#3 RtRn(lbs) 5286 0 6'6" 61 7656 0.69 See Note#3 LLDefl(in.) 0.10 1 3'3" 61 0.22 U781 TLDefl(in.) 0.16 1 3'3" 61 0.32 U486 USE. GPLAM 2.0E 1.75x 9.50" 2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o/c(one row 2" from top,one row 2"from bottom). 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 9.Analysis valid for dry-use only(less than 16%moisture content). (11 OF to, 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. PAl1L 11.For explanation of GROUP,change to expanded printout. F�B 1 M, WPAUL ER C 18STRUCTURIAL L3 No. 39953 *09 9�GlST �i4��'v� S! G� BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:28 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project: 100208_TRUST_LOT1 BERRYSTNANDOVER.FBD Mark#: GDH Usage : Beam (Floor) Spacing (in.) : 8.0 Max Defl : LL= L/360 TL= L/240 psi psi 3.5", 625 psi LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf,-Roof.-Live=50 psf,Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start@End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0.0.. 19'0" 8"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 100 0 100% 0 0101, 19'0" Wall 2 Uniform(plf) 100 0 100% 0 0'0" 19'0" Gable 3 Uniform(plf) 65 50 115% 0 0.0.. 1910.. Rake 4 Concentrated(lbs) 5559 3474 100% 0 6'3" WH1 Rn 5 Concentrated(lbs) 5559 3474 100% 0 12-9" WH1 Rn Uniform(plf) 11 0 0 0 19'0" Self Weight "Dimensions measured from left end when span#is 0 otherwise,from left end of the specified span SUPPORTS(lbs) 1 2 3 Max R'n 2179 12338 2179 Min R'n 864 6222 864 DL R'n 1187 6222 1187 Min Brg(in.) 1.50 4.70 1.50 [Based on bearing stress below] Brg Str(psi) 625 750 625 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5830 2 0'3" 21 7896 100% 0.74 M(ft-lbs) 12148 2 0101, 21 19546 100% 0.62 LtRn(lbs) 2179 0 0101, 22 7656 0.28 See Note#4 RtRn(lbs) 2179 0 19'0" 23 7656 0.28 See Note#4 IntRn(lbs) 12338 0 9-6" 21 14438 0.85 See Note#4 LLDefl(in.) 0.09 2 4'9" 23 0.32 U1332 TLDefI(in.) 0.14 2 4'9" 23 0.47 U798 USE: GPLAM 2.0E 1.75x11.88"2 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from 'Supports'section above. 5.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12"o%(one row 2"from top,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Analysis valid for dry-use only(less than 16%moisture content). A(A OF of qS, 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. ? p PAUL 11.For explanation of GROUP,change to expanded printout. FEe jf M. WEWER STRUCTURAL L3 No. 39953 y n BLUELINX CORPORATION Dan LaBastie 17 Feb 2010 3:34 pm 4300 Wildwood Parkway , Atlanta, GA. 30339-8401 (770)953-7000 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version: 10.1 Build: 10.1.0.18 Project : 100208—TRUST_LOT1 BERRYSTNANDOVER.FBD Mark# : 1 FB1 -Over Garage Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 psi L3.5", 750 psi i 24-0- LOADS Project Design Loads:Floor. Live=40 psf, Dead=10 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 50 40 100% 0 010.1 24'0" 22'0"s.c.-1st floor Uniform(plf) 26 0 0 0 24'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified an. SUPPORTS(lbs) 1 2 Max R'n 6907 6907 Min R'n 1627 1627 DL R'n 1627 1627 Min Brg(in.) 1.75 1.75 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5960 1 22'4" 21 17955 100% 0.33 M(ft-lbs) 41442 1 12-0" 21 65493 100% 0.63 LtRn(lbs) 6907 0 0101, 21 13781 0.50 See Note#3 RtRn(lbs) 6907 0 24'0" 21 13781 0.50 See Note#3 LLDefl(in.) 0.68 1 12-0" 21 0.80 L/422 TLDefl(in.) 0.89 1 12'0" 21 1.20 L/323 USE., GPLAM 2.0E 1.75x18.00"3 Plies (Grade, Depth, Plies selected by user) GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @16" o.c. 3. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'section above. 4.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified(by others). 5. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). Specified attachment is from each side. 7.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 8.Analysis valid for dry-use only(less than 16%moisture content). 9. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.For explanation of GROUP,change to expanded printout. OF Q PAUL FEB �, 0 R � A 9No. 399530 R 9p� IST \��,,�• fQ� Town of North Andover Town Clerk Time Sump .-f, ZONING BOARD OF"PEALS Z- i D Albert P.Manzi 111,Esq. Chairman 0. Ellen P.McInh7re., [iee-Chairman 0* NORTH Richard'i.Bvers,Esq. Clerk �KD , josepli D.LaGrasse 0 2001 SEP 19 F 10 David R.Webster 0- Associate Members 41 Thomas D.Ippolito 49 Richard A Vaillancourt MA Daniel S. Braese,Esq. CHU FINDINGS AND DECISION Bk 10978 Ps310 "*-33-515 & = 28a RE: Application of One Hundred Fourteen Trus1t1-23-2007 08 for Comprehensive Permit DATE: September 11, 2007 PROCEDURAL HISTORY 1. On or about February 9,2005, One Hundred Fourteen Trust, 51 Mount Joy Drive, Tewksbury, MA 01876 (hereinafter, the Applicant), applied for a comprehensive permit from the Zoning Board of Appeals (Board), pursuant to G.L. c. 40B, to construct an affordable housing project at property located off Turnpike Street in North Andover( the Application). The Applicant proposed to construct for sale" ninety-five(95) condominium dwelling units, consisting of two structures to be called "Merrimac Condominiums" (the"Development"). As proposed, the Development would be located on a site with approximately 14.77+/- acres of land being Map 106D, Lots 63, 75, 74, and 44 (hereinafter, the Subject Property). Portions of the Subject Property are located in the B4, R2 and VR zoning districts, as set forth in the North Andover Zoning By-Law. As noted and conditioned herein, the Subject Property is proposed to be re-divided into 4 parcels, a.)Parcel A a/k/a Lot 4N-A consisting of 10.8 acres of land with frontage on Turnpike Street a/k/a Route 114; b.)parcel B a/k/a Lot IN-A consisting of 1.9 acres of land with frontage on Berry Street; c.)Parcel C a/k/a Lot 2N-A consisting of 1.0 acres of land with frontage on Berry Street; and d.)Parcel D a/k/a Lot 3N-A consisting of 1.0 acres of land with frontage on Berry Street 2. A duly advertised public hearing was opened on March 8, 2005, and continued to the following dates: March 8,2005 April 4,2005 June 7,2005 March 2,2006 April 25, 2006 June 8,2006 This is to that twenty(20)days ATTEST, June 28,2066 A True Co have elapsed from date of decision,filed py August 10,2006 without filing of an appeal. September 28, 2006 oateOJC4�- November 2,2006 Joyce A.Bradshaw Towi!:Clerk December 19, 2006 Town Clerk January 23,2007 March 13,2007 1600 Os000ci Street,Building 20-Suite 2-36.Nortli Andover, Ma.ssanhnots 554 Phone-978-688-9541 Fax-978-688-9542 Web-wit-",-.toxxqioliiortliiiidover.coin k I March 29,2007 April 10,2007 May 3,2007 May 9,2007 June 12,2007 June 28,2007 3. The public hearing was terminated on June 28, 2007. The Board discussed the decision and the requested waivers during the meetings of August 30, September 6, and September 11, 2007. 4. During the public hearing the Applicant reduced the number of dwelling units to 52 dwelling units. Three of the proposed units will be single family homes with frontage on Berry Street. The remaining 49 units are located on the 10.8 acre Parcel A with frontage on Turnpike Street in townhouse buildings proposed as a condominium. 5. The documents and exhibits listed in Exhibit B were received during the public hearing. FINDINGS 6. The Applicant submitted the following information pursuant to 760 CMR 31.01: a) it is or will become a "limited dividend corporation" as that term is used in G.L. c. 40B, s. 21 and 760 CMR 31.01 (1); b) evidence of a subsidy as indicated by the project eligibility/site approval letter of MassHousing dated January 31, 2005 pursuant to its Housing Starts Program and New England Fund Programs. C) the Applicant alleges "control of the site" as that term is used in 760 CMR 31.01, by virtue of the deed dated November 3, 1994, and recorded at the Essex County Registry of Deeds at Book 4158, Page 216. 7. The Town of North Andover, according to the DHCD, has not achieved the statutory minimum set forth in G.L. c. 40B, s. 20 and or 760 CMR 31.04 in that affordable housing does not constitute more than 10%percent of the total number of dwelling units nor is 1.5%of the Town's land area in affordable housing. The Town has a plan for production of affordable units certified by DHCD. 8. The Board retained the following consultants to assist in the review of the application: Civil Engineers: Vanasse, Hangen Brustlin, Inc., Watertown, MA Civil Engineers: Hancock Associates, Marlboro, MA Traffic Engineers: Judith Nitsch Engineering, Inc., Boston, MA Special Legal Counsel: Mark Bobrowski, Concord, MA Pro Forma: MHJ Associates, Brookline, MA 9. The proposed development was reviewed by the following municipal officers or departments: C*VA1 Board of Health Planning Department Building Commissioner Conservation Commission Fire Department Police Department Department of Public Works Town Manager Board of Selectmen Housing Partnership Committee 10. If developed in accordance with the conditions set forth herein, the proposed Development will be consistent with local needs. DECISION Pursuant to G.L. c. 40B, the Zoning Board of Appeals of North Andover, after public hearing and findings of fact, hereby grants a comprehensive permit to the Applicant for the construction on the Subject Property of fifty-two (52)homeownership dwelling units, consisting of three(3) single family homes and forty-nine (49) condominium units, with associated infrastructure and improvements, subject to the following conditions. The term "Applicant" as set forth herein shall mean the Applicant, its heirs, successors, transferees, and assigns. The term "Board" as set forth herein shall mean the Zoning Board of Appeals. Unless otherwise indicated herein, the Board may designate an agent or agents to review and approve matters set forth herein. Conditions 1. The Development shall be constructed in substantial conformance with the plans of record set forth below. Any change shall be governed by the provisions of 760 CMR 31.03. Prepared by Sheet Title Date Patrick C.Garner, R.P.L.S.#32661, 1 of 7 Multi-Family Units, 3/22/07 Patrick C.Garner,Company, Inc., 109 49—Chap.40B Residences, Whitney Street,Northborough,Mass. North Andover, Mass Patrick C.Garner, R.P.L.S.#32661, 2 of 7 Building Layout Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, 3/26/07 North Andover, Mass. 4/6/07 Patrick C.Garner, R.P.L.S.#-32661, 3 of 7 Building Layout Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, North Andover, Mass. Patrick C. Garner, R.P.L.S. #32661, 4 of 7 Drainage&Util. Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, North Andover, Mass. Patrick C.Garner, R.P.L.S.#32661, 5 of 7 Drainage& Util. Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, 4/6/07 North Andover, Mass. 2005-003-Page 3 Patrick C.Garner, R.P.L.S.#32661, 6 of 7 Landscaping Plan 3/22/07 Patrick C.Garner,Company, Inc. 49—Chap.40B Residences, 4/6/07 North Andover, Mass. Patrick C.Garner,R.P.L.S.#32661, 7 of 7 Landscaping Plan 3/22/07 Patrick C. Garner,Company, Inc. 49—Chap.40B Residences, North Andover, Mass. Patrick C.Garner, R.P.L.S.#32661, 1 of 1 Proposed ANR Plan, May 30,2006 Patrick C.Garner,Company, Inc. Lots 1N-A thru 4N-A, Aug 9,2006 North Andover, Mass. 3/26/07 David M.Crawley, Registered A1.01 The Merrimac Condominiums, January 15,2007 Architect#1082, David M. Rte 114 St., 1/23/07 Crawley Assoc., Inc., South North Andover Office 25 Sandwich St., Floor Plans Typical Units Plymouth, MA 02360,North Office,39 Adams St.,Acton, MA 01720 David M.Crawley, Registered A2.01 The Merrimac Condominiums, January 15,2007 Architect#1082 Rte 114 St., 1/23/07 North Andover Floor Plans Typical Units David M. Crawley, Registered A3.01 The Merrimac Condominiums, January 15,2007 Architect 41082 Rte 114 St., 1/23/07 North Andover Fiveplex Plan& Elevations David M. Crawley, Registered Typical Building Cross Section January 15,2007 Architect#1082 2. The Development shall be limited to fifty-two dwelling units on four separate parcels. On Parcel A, the Applicant shall locate not more than forty-nine attached condominium dwelling units, each unit shall contain no more than 3 bedrooms each. On Parcels B, C and D each, the Applicant shall locate not more than one single family home containing not more than 4 bedrooms per home. 3. Twenty five percent (25%) of the dwelling units, which, as proposed, is thirteen(13) of the dwelling units(the "Affordable Units"), shall be reserved in perpetuity for sale to households earning no more than eighty percent(80%)of the median household income for the Lawrence PMSA, or applicable PMSA in the event of a change. All of the Affordable Units shall be located on Parcel A; none of the Affordable Units shall be located on Parcel B, C or D. The price for such Affordable Units shall be set at a price affordable to households earning seventy percent(70%) of the median household income in the Lawrence PMSA, adjusted for household size, with a five percent(5%) down payment used to calculate such price. If the Development is funded by the New England Fund of the Federal Home Loan Bank of Boston, pricing shall be in accordance with the "Guidelines for Housing Programs in which Funding is Provided through a Nongovernmental Entity," as published by the DHCD. 4. To the extent permitted by law,preference for the sale of seventy percent(70%)of the Affordable Units in the initial round of sales shall be given to persons or families who are first- time buyers and who are either(a)persons who have made their primary residence in North Andover; and(b) employees of the Town of North Andover. The local preference shall be implemented by a Lottery Agent approved by the Board. Prior to conducting the Lottery, the Lottery agent shall submit a final Lottery plan to the Board, or its agent for its approval. All costs associated with the Lottery shall be exclusively borne by the Applicant. 5. Prior to the issuance of any building permit for any unit located within Parcel A, the Applicant shall prepare the final draft of a Regulatory Agreement and a Deed Rider and submit same to the Board for approval with a recommendation as to form by the Board's legal counsel and for execution by and with the Board of Appeals on behalf of the Town, such determination and execution shall be completed and communicated to the Applicant in writing, specifying any objections, within sixty-five (65) days of the Applicant's submission of its proposed documents. The form of Deed Rider to be used is the so-called Universal Deed Rider, which Deed Rider has been approved by Fannie Mae and is designed to preserve the Chapter 40B Affordability Requirement in the instance of a foreclosure by a lender. Such document(s) shall contain at a minimum, the following terms: (a) The Affordable Units shall be reserved for sale in perpetuity to households earning not more than eighty percent (80%) of the median household income for the Lawrence PMSA. The price for such Affordable Unit shall be set at a price affordable to households earning seventy percent(70%) of the median household income in the Lawrence PMSA, adjusted for household size, with a five percent(5%) down payment used to calculate such price (b) The right of first refusal to purchase an Affordable Unit on resale shall be granted to the Board, or its designee. (c) The actual Affordable Units shall be identified in the Regulatory Agreement. (d) The Affordable Units shall be owner-occupied only;provided, however, that the Board may authorize the temporary rental of such unit at a price affordable to a household earning not more than 80%of area median household income where the owner demonstrates that there is a bona fide reason for same, such as military duty, or the like. (e) The Affordable Units shall remain affordable in perpetuity. Prior to the issuance of a building permit for any of the three market rate, single-family houses to be located within Parcels B, C and D, the Applicant shall submit a proper plan conforming with the Planning Board's Subdivision Rules and Regulations governing ANR endorsement under G.L. c. 41, s. 81P in order to create Parcels A, B, C and D. The Board shall complete such review and endorsement within forty five(45) days of the submission of said plan. The Applicant shall then promptly record said plan with the Registry of Deeds and provide the Board with proof of recording prior to the issuance of any building permits for Parcels B, C or D. 6. Prior to the issuance of any certificate of occupancy,the Applicant shall enter into a Monitoring Agreement, approved by the Board after a recommendation as to form by the Board's legal counsel. The Board of Appeals shall notify the Building Commissioner, in 2005-003-Page 5 writing, of such approval and provide to him or her copy of the Agreement. Such Agreement shall be consistent with the terms of this Decision and shall contain the following terms: a. The Monitoring Agent shall be an entity acceptable to MassHousing and the Board. b. All costs associated with monitoring shall be borne by the Applicant, and, after the first round of sales, by the sellers of the Affordable Units c. All financial information submitted by the Applicant to the Monitoring Agent for the required cost certification after the first round of sales shall be provided by certified mail to the Board at the same time. d. The final cost certification by the Monitor shall be conducted not more than ninety (90) days after conveyance of the final dwelling unit in the first round of sales. 7. The Affordable Units shall not be segregated from the market rate units. The Affordable Units shall not be substantially different in exterior appearance from the standard market rate units. The market rate, single-family units to be located within Parcels B, C and D are excluded for purposes of this provision. 8. During construction, the Applicant shall conform with all local, state and federal laws regarding noise, vibration, dust and blocking of Town roads. The Applicant shall at all times use all reasonable means to minimize inconvenience to residents in the general area. Exterior construction shall not commence on any day before 7:00 a.m. and shall not continue beyond 6:00 p.m; provided, however, that exterior construction shall not commence on Saturday before 9:00 a.m. There shall be no exterior construction on any Sunday or state or federal legal holiday. Hours of operation shall be enforced by the North Andover Police Department. 9. Prior to the issuance of a building permit for any dwelling unit to be located within Parcel A, the Applicant shall submit the following final plans for approval by the Board. The Board may distribute such plan(s) to its consultants and/or Town boards and officials for a written recommendation or report. a. Lighting plan; b. Landscaping, fencing, and planting plan; c. Grading plan; d. Erosion control plan; e. Architectural plan, including all principal and accessory structures; f. Utilities plan including water, hydrants, gas, electric, cable, and telephone; g. Signage plan, including signs during the marketing phase; h. Stormwater management plan; i. Open space and recreation plan; j. Snow storage and refuse disposal plan; k. Cutting plan, showing the limits of clearing; 1. Fire sprinkler plan; m. Construction management plan. The Board shall make such determination and communicate same to the Applicant in writing, g specifying any objections, within seventy five (75) days of the Applicant's submission of its proposed materials. 10. The Applicant shall design such final plans with the following specifications: a. The Applicant shall conform with all pertinent requirements of the Americans with Disabilities Act and Massachusetts Architectural Access Board, if applicable. b. Except as waived, all signage, including signs to promote sales, shall comply with the Zoning By-law and shall be maintained in a sightly condition by the Unit Owners Association in conformance therewith. c. The adjacent Hagerty Property shall be screened to minimize light intrusion from vehicles on the Subject Property. d. A brick wall, eight(8) feet in height, shall be erected along the Route 114 frontage where the front yard setback has been waived to promote safety and protect from vehicle noise. e. The final design roadway shall comply, except as waived, with the standards of the Planning Board's Subdivision Rules and Regulations. f. An acceptable fence shall be installed between the Subject Property and 1980 Turnpike Street. 11. The Applicant has proposed, and the Board hereby requires, that the following aspects of the Development on Parcel A shall be and shall remain forever private, and that the Town of North Andover shall not have, now or ever, any legal responsibility for operation, maintenance, repair or replacement of same: All roadways and parking areas Storm water management facilities, including detention basins Snow plowing 2005-003-Page 7 Landscaping Trash removal Street lighting Building repair and maintenance Water and sewer services beyond the individual meter pits 12. The roadway within the Development shall not be dedicated to or accepted by the Town Meeting. 13. The Applicant shall be responsible for the installation, operation, and maintenance of all aspects of the common or private facilities on Parcel A set forth above until the final dwelling unit is conveyed. Thereafter, such facilities shall be conveyed to a Unit Owners Association and such operation and maintenance shall be the responsibility of said Association. Prior to the turnover of responsibility to the Association, the Applicant shall provide written evidence to the Board that a reserve of two months has been established to fund maintenance and operation. In the event that a management company is engaged, the Applicant or the Unit Owners Association shall provide the Board with a copy of the contract. 14. Prior to the issuance of any certificate of occupancy on Parcel A, the Applicant shall establish a Unit Owners Association for all units located within Parcel A. The units located within Parcels B, C and D shall not be included within said association. Membership in said Unit Owners Association shall be required by a deed restriction prepared by the Applicant and approved as to form by the Board's legal counsel prior to execution thereof. The Board's legal counsel shall approve r v e such document as to form after determining that the document is consistent with this decision, such determination shall be made and communicated to the Applicant in writing, specifying any inconsistencies,within thirty (30) days of the Applicant's submission of its proposed documents. Such Unit Owners Association shall maintain the facilities set forth above in Condition 11. The Board of Appeals shall notify the Building Commissioner, in writing, of such approval and provide a copy of the approved documents. 15. The Applicant's registered professional engineer shall prepare guidelines for the operation and maintenance of the stormwater management system on Parcel A subject to the approval of the Board of Appeals or its agent, which may be the Conservation Commission. Such guidelines shall be incorporated by reference in the organizational documents of the Unit Owners Association. In the event a management company is engaged, the guidelines shall be incorporated by reference in the management contract. 16. In the event that the Applicant, its successors, or agent fails to maintain the on-site wastewater disposal system on Parcel A in accordance with applicable guidelines for operation and maintenance the Town may conduct such emergency maintenance Y or repairs, g Yand the Applicant shall permit entry onto Parcel A to implement the measures set forth in such guidelines. In the event the Town conducts such maintenance or repairs, the Applicant shall promptly reimburse the Town for all reasonable expenses associated therewith; if the Applicant fails to so reimburse the Town, the Town may place a lien on the Development or any unit therein to secure such payment, excluding Parcels B, C and D. R� 17. All invoices generated by the Board's peer reviewers during the application stage shall be paid within thirty days of the filing of this decision with the Town Clerk, whether this decision is appealed or not. No post-permit reviews of documents or plans shall be conducted until such invoices have been paid in full. No building permit or certificate of occupancy shall be issued until such invoices have been paid in full; unless agreed to by and between the Applicant and the Board. 18. The Applicant shall promptly pay the reasonable fee of the consulting engineer and the Board's legal counsel for review of the plans or documents described herein or for inspections during the construction phase. The results of any inspections shall be provided to the Board in written format. The Board may require the establishment of an escrow account to assure such payment, with an initial deposit of$10,000.00, subject to replenishment. 19. A preconstruction conference with town departments shall be held prior to the commencement of construction: a. At such conference, the Board, Building Commissioner, and other town officials shall review the proposed construction schedule. For the purposes of this decisioti, "commencement of construction" shall occur when the clearing and grubbing(removal of stumps and topsoil) has been initiated. The contractor shall request such conference at least one week prior or to P commencing construction by contacting the Board in writing. b. At the conference, a schedule of inspections shall be agreed upon by the Applicant, the Board, and other municipal officials or boards. 20. The Board and/or its agents may enter onto and view and inspect the Property during regular business hours, without notice, to ensure compliance with the terms of this Decision, subject to applicable safety requirements. 21. The Conservation Commission's Order of Conditions pursuant to 310 CMR 10.00, or any order of the Department of Environmental Protection(DEP), either if applicable, regarding this property, shall be made a part of this comprehensive permit. If there is any inconsistency between the plan of record for this permit and the plans as may be approved by the Conservation Commission or the DEP, the Applicant shall submit an amended plan to the Zoning Board of Appeals and to the Conservation Commission and to DEP (if applicable) for approval in order that all approvals are consistent with one another. Such submittal shall be made by certified mail or in hand at a regular meeting. Said amended plan submitted to the Board shall be accompanied by a letter setting forth any and all changes from the submitted plan of record and shall include revised drainage calculations, if applicable. 22. No certificate of occupancy for any building or phase shall be issued until the infrastructure or common facilities or common improvements specified in this decision and set forth on the plans of record are constructed and installed so as to adequately serve said building or phase, or adequate security has been provided, reasonably acceptable to the Board, to ensure the completion of such improvements. The choice of performance guarantee shall be governed by the provisions of G.L. c. 41, s. 8 1 U (excluding the statutory covenant which shall not apply in this matter) and shall be approved as to form by the Board's legal counsel. The Board shall notify the Building Commissioner, in writing, of such completion or performance guarantee. 2005-003-Page 9 (VA 23. Performance bonds shall be required and shall be released by the Board in accordance with the Subdivision Rules and Regulations of the Planning Board as determined by the Board. 24. In determining the amount of the bond or surety, the Board shall be guided by the following formula in setting the sum of the security: a. the Board's estimate of the cost to complete the work;plus b. a ten percent margin of error; plus c. an appropriate rate of inflation over a five year period. 25. All performance bonds shall contain the following provision: If the Principal shall fully and satisfactorily observe and perform in accordance with the qualifications and time schedule set forth herein specified all the covenants, agreements, terms and provisions set forth in the following: a. The plan of record; b. This Decision attached hereto as an exhibit with all attachments thereto; then this obligation shall be void; otherwise, it shall remain in full force and effect and the aforesaid sum shall be paid to the Town of North Andover as liquidated damages. 26. The Applicant shall provide an "as-built"plan to the Board and Building Department prior to the issuance of the final certificate of occupancy in the Development in accordance with applicable regulations, which shall be approved by the Board or its agent. The Applicant shall provide a separate as-built plan depicting the water mains and services to the Department of Public Works demonstrating compliance with the Department's rules and regulations and installation specifications. 27. The construction site shall be secured in a manner approved by the Building Department so as to prevent injury or property damage to the residents of the Town. [28. Reserved] 29. The following conditions were recommended by the Board's consulting traffic engineers, JNEI, Inc., and shall be required: * Install a Stop sign and paint a Stop line on the site driveway; * Install overhead lighting at the site driveway and Route 114; * Clear vegetation at the site driveway intersection with Route 114 to improve visibility; * Install intersection warning signs along Route 114 in advance of the site driveway; * Paint appropriate pavement markings on-site and at the internal intersections to identify circulation patterns 30. The following conditions were recommended by the Board's consulting civil engineers, Hancock Associates, and shall be required: * The Final Design Plans and supporting computations for all drainage system underground infiltration chambers shall demonstrate a two-foot separation to estimated seasonal high groundwater. Sufficient soil testing performed by a Massachusetts Certified Soil Evaluator shall be included. * The Final Design Plans shall eliminate driveway conflicts exist between units F3 and H 1 and provide ample turning radius for cars in the area of units C2 and D4. * Final Design Plans shall depict all proposed decks, rails and stairs at the front, rear and sides of all units. * The Board finds the submission is not fully comply with the requirements of 760 CMR 31.02. The Applicant has requested the Board act based on the reduced project "concept"plans. The Board's Peer Review Civil Engineer did not fully determine if the design is a sound design conforming to standard engineering practices within the Public Hearing Process. Therefore, Final Plans shall be accompanied by a full stormwater management calculations prepared by a Massachusetts Registered Professional Engineer. The calculations shall presented summaries for flows to individual discharge points demonstrating post-development rates do not increases for the 2, 10 and 100 year 24-hour events toward the isolated wetlands and the rear main wetlands as distinct discharge points or present sufficient evidence that groundwater is more significant to sustaining both wetland systems than surface water given the subsurface soil conditions and relative elevations of the two resource areas. * The Applicant has accepted the risk uncovering technical issue that require modification to the project layout and being subject to review by the Board under substantial change provisions of 760 CMR 31.03,possibly necessitating reopening of the public hearing. The Board reserves its rights under 760 CMR 31.03 in review of the Final Plans. * The Final Plans and supporting calculation shall include provisions for providing additional pre-treatment prior to the infiltration areas. The stormwater management systems shall fully comply with DEP Stormwater Management Policy. * The ZBA's engineer shall approve the maintenance schedule for the storm water system. Documents governing maintenance shall contain a permanent guarantee by the owners, which shall provide for mandatory assessments for any necessary maintenance expenses. * The Applicant shall obtain a National Pollution Discharge Elimination System (NPDES) Permit from the United States Environmental Protection Agency (EPA). * Final grading of the site shall not direct additional runoff onto the property of others. This project shall not increase the rate of runoff, not cause flood or storm damage to abutters or the property of others. It shall be incumbent upon the applicant to assure 2005-003-Page 1 I compliance with this condition. The project applicant/owner shall be solely liable for any damage to other properties as a result of this construction. * The location of all utilities, including but not limited to underground electric, telephone, and cable, shall be shown on the Final Site Plans. All transformers and other electric and telecommunication system components shall be included on the Final Site Plans. * A State Highway Access Permit shall be obtained from MassHighway prior to any work or excavation within Route 114. * A STOP sign and STOP line shall be installed at the site driveway to Route 114, along with proper illumination. * Vegetation along the northern side of Route 114 shall be cleared and maintained in order to improve sight lines. The sight lines shall be of sufficient distance to meet the customary engineering standards for this location, conforming to AASHTO and MHD standards. * Any signs or landscaping adjacent to the site driveway intersection with Route 114 or within the Project shall be designed and maintained so as not to restrict lines of sight to or from the site roadway. * Garages shall be used for parking of vehicles and shall not be converted to living space. This prohibition shall clearly appear in all Condominium Documents and individual deeds. Draft copies of these documents shall be forwarded to the Board prior to Building permit for review by the Board's Counsel. * If the completed work differs from that on the original plans and/or conditions listed in this Comprehensive Permit, a report must be submitted to the Board thirty (30) days prior to application for the Final Occupancy Permit specifying how the work differs, at which time the applicant shall first request a modification to the Comprehensive Permit. Upon review by the Board, the applicant my request in writing the Final Occupancy Permit. * Not more than thirty days prior to need for the Final Occupancy permit, the applicant shall submit with their request for a Certificate of Compliance, an affidavit prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the requirements of this Comprehensive Permit and Final Plans, based upon an on-site inspection and the referenced site plan. An as-built drawing,prepared by a Professional Land Surveyor or Professional Engineer, registered in the Commonwealth of Massachusetts, and depicting the final and actual condition of all areas shall accompany such request. 31. The landscaping shown on Parcel A in the final approved plan shall be maintained in perpetuity by the Unit Owners Association. Any dead vegetation shall be removed immediately and replaced in accordance with the specifications on said plan during the life of project by Unit Owners Association. "l 32. Blasting, if any, shall be performed in accordance with regulations of the Commonwealth of Massachusetts, 527 CMR. 13.00, and in accordance with any existing written regulations for blasting of the Fire Department. 33. All of the dwellings on Parcel A shall have fire sprinklers in accordance with the State Building Code as determined by the Board. 34. Parking shall be allowed on Parcel A on one side only of all internal site roadways. The Applicant shall prepare a revised site plan showing not less than 14 parking spaces for visitors. The parking condition shall be placed in the organizational documents of the Unit Owners Association. The Applicant shall submit a signage plan for the Board's approval to ensure compliance with this condition. This condition shall be enforced by the Police Department. 35. All of the Affordable Units shall have the same package of garage, appliances, fittings, and fixtures as the base package for the market rate units. 36. The Applicant shall provide for the irrigation of the Development's landscaping and lawns. 37. The Town of North Andover and its agents are hereby authorized to enter upon the Subject Property for the purpose of maintaining and repairing the water supply system and sewer system after the connection of the systems to the public domain. 38. The Board of Appeals hereby waives no fees associated with the Development. 39. Prior to issuance of each certificate of occupancy c p y foramarket rate dwelling unit, the Applicant shall provide the sum of five thousand dollars ($5,000.00)to the Town, pursuant to G.L. c. 44, s. 53A, or G.L. c. 40, s. 5B, or other acceptable financing mechanism, for the purpose of affordable housing or other valid public purpose. The total amount of such payments shall not exceed one hundred ninety five thousand ($195,000.00) dollars. The Applicant shall not appeal this condition pp to the HousingAppeals Committee. pp 40. The Applicant has requested, and the Board has granted, the waivers from local rules set forth in Exhibit A attached hereto. In the event the Applicant or the Board's consulting engineer determines, in the final design of the Project, that additional waivers, not shown on the plans are required, the Applicant shall be required to obtain such additional waivers after written request to the Board. The Board may grant such additional waivers in accordance with applicable rules and regulations. 2005-003-Page 13 • w TI HID SEP 19 P►-1 10 INCI Cc i RECORD OF VOTE Upon a motion by Richard M. Vaillancourt, and seconded by Thomas D. Ippolito, the Zoning Board of Appeals voted 4-1, with the Chairman voting in opposition,to grant a comprehensive permit subject to the above-stated terms during the September 11, 2007 meeting: Albert P. Manzi III Esq., Chairman a rman Ellen P. McIntyre Vice Chairman Joseph D. LaGrasse Member (� Thomas D. Ippolito Associate Member Richard M. VaillancourtAssociate Memb Filed with the Town Clerk on y� .> t /9 � , 2007. 2005-003 -Page 14 MERRIMAC CONDOMINIUMS EXHIBIT A Final Waivers Granted by the ZBA from the North Andover B -Laws and Rules and Re ulations Section .` Criterion ----,---- - — --- ._ —.. 2^�! C._ 1 J____.. .— Requirement equested Waiver&ZBA Vote: - EM=Ellen P.McIntyre i JL=Joseph D..LaGrasse -- - +• - AM =Albert P.Manzi III TI=Thomas D. Ippolito , 6.3 - --- RV=Richard M. Vaillancourt own of North y-law contains 2'5-'- no-disturb zone Applicant requests waivers from the 25'and 50' no-disturb/no-build zones as set forth i Andover Wetland nd 50' no build zone from Protection By-taw ordering Vegetative Wetland line.zone, L&TI&erein and as indicat ed one Site PIaDnErlfYrecord. �End Regulationsp - henleral Pools �50-foot No-Disturbance Zone —�,gpplicant requests a waiver to build units, retaining walls,roads and storm water i im• —— i I - anagement devices in this zone as shown on the Site Plan of record. _,�— �EM&JL&TI&RV=GRANT; AM=DENY _ I3-I :Ephemeral Pools (75-foot No-Build Zone pplicant requests a waiver to build units and associated items in this zone as shown on he Site Plan of record. — -. M&JL&TI&RV=GRANT; AM=DENY _ 'i _ 3.2 ilsolatcd Vegetated ?5-foot No-Disturbance Zone �ecommended pplicant requests a waiver from this requirement. Final plans to show replication as etland "IVW„ ( ) !Compensation of 2:1 is required by North Andover Conservation Commission _ —.--_-.--, Section 6.1)._- M_&JL&TI&RV_GRANT;AM=DENY '3.7 'fsolatexi Vegetated 50-foot No-Build Zone --- - — Applicant requests a waiver from this requirement. Final plans to show replication as Wetland("IV W") Compensation of 2:1 is required :recommended by the North Andover Conservation Commission -------. Section 6.1). _ - — IEM_&JL&TI&RV=GRANT;AM=DENY �•4 Permit Applications 5-foot No-Disturbance Buffer _r .. o - i pApplicant requests a waiver for houses 1N-A,2N-A and 3N-A' a/k/a Parcels B,C& D on ne �Oerry St.to build houses,appurtenances and a sanitary sewer through a portion of the�25-disturb zone,as well as a waiver to build all units,and associated items on Lot 4N-A hs shown on the Site Plan of record. ----__. _..__-_-_—' _ _ �EM&JL&TI&RV=GRANT; AM_ DENY 3.4 iVegetated Wetland S0-foot No-Build Zone Applicant requests a waiver for houses 1N-A,2N-A and � 3N-A a/k/a Parcels B,C:& D on. Altera[ion Perry St.to build houses,appurtenances and a sanitary sewer through a portion ot'the SU'I i o-build zone,as well as a waiver to build all units,and associated items on Lot 4N-A as I i 'shown on the Site Plan of record. � M&JL&TI&RV=GRANT:AM=DENY _ i A-Tvu, t'i)py Exhibit A Waiver-2005-003-Page 1 Town Cler! s . w � _Sectio n ; Criterion Re uirement- - - - - -- - -- ---- fReauested Waiver& ZBA Vote: Vegetated Wetland Alteration of Wetlands underWPA pplicant requests a waiver from this requirement. Final plans to show replication as j ;Alteration Viand Bylaw ISW combined not to ecommended by the North Andover Conservation Commission. , 'exceed 500_0 SF may be granted. M&1L&TI&RV=GRANT;AM=DENY Storm water i ---- - - ommission has more restrictive requests a waiver that applicant be held to the standards defined in WPA. j Management and Flood';requirements than state. �Ttrol M&JL&TI&RV=GRANT; AM=DENY i orth Andover _._-.._ __--- nin�Bylaw: _ -I 12y B4 Buildings and Uses inti family structures are not pplicant requests a waiver to allow multifamily units as shown on the Site Plan of istrict Permitted Table 1. ermitted in B4 Zone Summary of use cord. e Mations M&JL&IT&RV=GRANT;AM=DENY i .123.7 ;Signs eal Estate Sign not to exceed 24" pplicant requests a waiver to allow a 2'x4' - -- - 6„ permanent sign bearing the name of the evelopment at the entrance,as well as a 4'x8'marketing sign until all units are sold. -- - } - - - -— TI&RV=GRANT• EM&AM=DENY j —. i •- : haled Development iPhased develo went bylaw. P Y Applicant requests a waiver from all phasing requirements. Maximum lots developed per year EM&JL&TI&RV=GRANT;AM=DENY � I - FLL '/-of total of 56)=11 Zquirements mensional - I--- - able 2 -- - -- - able of Dimensional i ,one-l64Requirements _.. - 7•3 ;Yards(setbacks) Front setback of 1 UO' on Rte 114 ` pplicant requests a waiver to 12'. — - _.. - --- - - - L&TI&RV=GRANT;EM&AM=DENY 8.4? Screenin r - - - - - ; - AM -- -- -- I� 6 and egttires a strip of 6' wide with Applicant requests a waiver to allow wooded area between units and property line to be ;Landscaping trees and shrubs and a fence of at Lftnatur;residential district al per NHESP request that no disturbance occur in this area. 'Requirements abutting ;feast 6'high. TI&RV -GRANT;EM&AM=DENY i ; 1 -- (llagerty on West). Exhibit A Waiver-20054)03-Page 2 I ectionL _ Criterion _ i Requirement a nested Waiver&LBA Vote: r ubdivision Rules ander— — - --- � egulations 2.2 Limit the number of — - ---- imit one dwelling on any lot Applicant requests permission for building 49 dwellings on 10.8 acre-lot idwellit1s — M&JL&TI&RV=GRANT; AM=DENY 8.I iStreet standards for Min.Centerline Radius-225' requests a waiver to 170'as shown on Site Ptan of record. _ unor street ' L&TI&RV=GRANT• E.M&AM=DENY -in Street standards for Mi - __- n.turnaround pave dia.100' pplicant requests_a waiver--- --to 66'as shown on Site Plan of record. _ minor street ! --- . _&TI&RV=GRANT;EM&AM=DENY Exhibit A Waiver-2005-W3-Page 3 ' e Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date Pre-Meeting 1 Thomas R.Gleason,Executive Letter notifying site approval,with requirements and 1-31-05 i 1. Director, Municipality issues about the proposed 40B MassHousing, To 3-8-05 One Hundred Fourteen Trust, Affordable Housing Proposal—Merrimac Town Clerk 2. 51 Mount Joy Drive, Condominiums, 1)List of Documents,2)BOA 2-9-05 Tewksbury,MA Application[Comprehensive Permit],3)Project Eligibility,4)Site Control,5)Tabular Data,6)Plans, Miscellaneous 3. Susan Sawyer,Public Health Memorandum responding to ZBA 2-10-05 memo 2-11-05 i Director,North Andover requesting Board,'Department concerns&attached Board of Health dunr ster regulations 4. North Andover Zoning Board Legal notice[Parcel 63= 10.03 ac.,95 units] Town Clerk of Appeals(NA ZBA) _ 2-11-05 5. Atty.Thomas J.Urbelis,Town Letter responding to ZBA 2-10-05 request 2-15-05 Counsel 6. Chief William V.Dolan,NA Letter and e-mail response to ZBA 2-10-05 request 3-1-05 Fire Depart ent 7. Mark Rees,Town Manager, Memorandum responding for Board of Selectmen to 3-1-05 NA ZBA 2-10-05 8. One Hundred Fourteen Trust Update March 2,2005 Affordable Housing Proposal 1) ! 3-2-05 Waivers revised,2)Permits on hand,3)Curriculum Vitae 9, Dermot J.Kelly Associates, Traffic Impact&Access Study 3-2-05 Inc. 280 Main Street North Reading,MA 10. Alison McKay,NA Memorandum response to ZBA 2-10-05 3-3-05 Conservation Administrator Jack Sullivan,Director of Memorandum to ZBA 2-10-05 3-3-04 En ineerin ,NA DPW 12. Lincoln Daley,NA Town E-mail response to ZBA 2-10-05 34-05 Planner To 44-05 Lt.John Carney,NA Police Memorandum response to ZBA 2-10-05 3-16-05 13. Dept. 14. Nathalie.Wiles,89 Windsor Letter to Neighbors and Abutters,3-14-05, 1)North Rec'd Lane Andover clipping of 34-05,2)Letter excerpt,3)40 3-28-05 signatures 15. One Hundred Fourteen Trust Update April 4,2005 Affordable Housing Proposal 1) 3-30-05 Response to comments,2)Waivers updated 3) Site plans updated To 6-7-05 Ellen P.McIntyre,Chair, Letter to Heidi Griffin,Director,NA Community 4-13-05 16. North Andover Zoning Board Development re: 10.03 acres vs. 14.77 acres. of Appeals 17. Atty. Donald F.Borenstein, Letter to Sarah Hall,MassHousing re: Entirety of 4-13-05 Law Office of Mark B. applicant's property, 14.77 acres,will be included within Johnson, 12 Chestnut St., the proposed project. Andover,MA 18. Nathalie Wiles,89 Windsor Further 17 signatures for 3-14-05 petition 4-29-05 Lane ry _ 19. i NA Conservation Commission Order of Conditions for Map 106D,Parcel 63 — 5-3-05r ATTEST: �o A True Copy '"- Exhibit B—Documents-2005-003-Page 1 Town Clerk 011 co Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 20. One Hundred Fourteen Trust A. Revised application,Special Permit form pages 2&3 5-5-05 adding parcels 44,74,&75,and changing acreage from 10.03 to 14.77 acres. B. Plan of Land,Lots IN,2N,3N,and 4N Berry Street j and Route 114,North Andover,Mass.Plan Date 8123-96, Planning Board Approval under Subdivision Control, meeting held on 1-'19/99,NERD Plan#13394 dated February 2, 1999. C. Assessor's map 106D dated 6-5-01,with added 3 parcels indicated. 21. Atty.Donald F. Borenstein Cover letter for the MassfIousing model Regulatory 5-6-05 Agreement,Deed Rider,and Monitoring Services Agreement 22. North Andover Zoning Board Amended legal notice adding 3 Berry Street parcels. Town Clerk of Appeals Now 40B is Map 106.1),Parcels 63.,44,74,& 75= 5-13-05 14.77 ac. for 95 units 23. William M. Hickey,328 1.New information on the 40B development on Rt. 114 6-2-05 Campbell Road 2.Latest Petition from 40B Builder Raises More Troubling Questions pp 1-5,5-27-05. 3. E-mail Atty. I Borenstein&plan,revised boundaries 4-6-05. 4. Letter to Sarah Hall,MassHousing re Town response 9-10-04. 5 MassHousing Application letter &information 6-29- 04.6.Housing Starts Project Eligibility Application.7. Resume,Tab J[of application package].8-15.8 sheets of ^._ black&white site pictures. 24. One Hundred Fourteen Trust An Update June 7,2005 booklet. A.The Merrimac 6-2-05 Condominiums Sheet 1 of 2 5-27-05.B.The Merrimac Condominiums Parking Sheet 1 of 1 5-27-05.C.Site Lighting Plan.SL-I 5-27-05.D.Berry Street Proposed Improvements Sheet 1 of 1 5-27-05.E.Dermot J.Kelly Associates,Inc. Traffic Impact&Access Stud 5-31-05. 25. One Hundred Fourteen Trust A.The Merrimac Condominiums Sheet 1 of 2 rev.6-6- Recd. 05.B.The Merrimac Condominiums Parking Sheet 1 of 6-7-05 1,rev.6-6-05.C.Site Lighting Plan SL-1,rev.6-6-05. D.Berry Street Proposed Improvements Sheet I of 1, rev.6-6-05 26. One Hundred Fourteen Trust Typical Section—Building A,3 pages. [Full elevation, Recd. Garage elevation,Floorplan]no date 6-7-05 27. One Hundred Fourteen Trust Typical Section—Building B,2 pages.[Garage Recd. elevation,Floorplan] 6-7-05 28. David M.Crawley Associates Mass State Building Code Analysis Rec'd. Inc.,North Office,4 School 6-7-05 St.,Acton,MA To 3-2-06 Stephan Hauville,Unit I & Letter requesting perimeter fence between 1980 6-7-05 29. ! Tom Diorio,Unit 3, 1980 Turnpike Street and 40Bro ert . P P Y Turnpike Street 30. Susan Dennett,NA Housing e-mail Minutes of Housing Partnership meeting re: 6-8-05 Partnership Committee Merrimac Condominiums,3-9-05 31. George Koehler,NA Housing e-mail Additional comments on Merrimac 6-8-05 Partnership Committee Condominiums,4-22-05 Exhibit B -Documents-2005-003 -Page 2 Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 32. j One Hundred Fourteen Trust An update July 12,2005 booklet. 1)Letter responding to Recd 7-6-05 I June 7,2005 questions, 2)Tabular Data 3 Amended Order of Conditions, 51132005,3)undated e-mail to Heidi Griffin,Jacki Byerley from Chief Dolan re: the proposed building on Rte 114,4)David M.Crawley Assoc. Inc.Architects-The Merrimac Condominiums 7/6/05,Building A Floor Plans A1.00,A1.01,Elevations A2.01,A3.01,Building Section A4.01,Building B Floor Plan A5.00,Floor Plans A5.01,Elevations A6.01, Bu Iding A7.01,6)DJK Curbcut Permit Plan,04105/05. 33. Patrick C.Garner,Patrick C. A)The Merrimac Condominiums,Route 114,North Recd 7-6-05 Garner,Company,Inc., 109 1 Andover,Mass.5!27.05, 6/6,/05, 7/1/05,sheet I of 2,B) Whitney Street,Northborough, ' The Merrimac Condominiums Parking,North Side of Mass. 01532&Kanayo Lala, Route 114,North Andover,Massachusetts May 27, Professional Engineer,Four 2005,6/6/05,7/01/05 sheet I of I West Road,West Actor,MA 01720 34. . Patrick C.Garner,Patrick C. ' C)Berry Street Proposed Improvements Sheet 1 of 1 Recd 7-6-05 _ ! Garner,Company,Inc., May 27,2005,revisions JuIX 1,2005. 35. Patrick C.Garner,Patrick C. D)The Merrimac Condominiums Site-Lighting,North Rec'd 7-6-05 Garner,Company,Inc.,& Side of Route 114,03/08/05,E)The Merrimac Kanayo Lala,Professional ! Condominiums Site-Lighting,North Side of Route 114 Engineer cL Beny Street,07/05/05 36. David M.Crawley Associates The Merrimac Condominiums,Rte 114&Berry St, Rec'd 7-6-05 Inc. North Andover,MA,Floor Plans,7/05/05,sheets S-A.1, S-B.1,S-AB I 37. MINCO Corporation,231 A Fiscal Impact Study prepared for One Hundred 7-5-05 Sutton Street,North Andover, Fourteen Trust,27 p.&Addendum I-Profit Analysis I MA Provided by Client&Addendum II-Scenario 2: Number of Students at Breakeven 38, Timothy B.McIntosh,P. E., Review of Merrimac Condominiums application 7-11-05 Vanasse Hangen Bntstlin,Inc., 101 Walnut Street, Watertown,MA 39. P.L.Hingorani,Trustee,One Letter requesting working session with a Subcommittee 7-12-05 Hundred Fourteen Trust of the board. 40. One Hundred Fourteen Trust A.Offer Alternates to North Andover ZBA,B.Alternate 8-25-05 1 The Merrimac Condominiums Parking,May 27,2005, 6/06/05,7/01/05,Alt. 8/22-05,&C.Alternate 2 The Merrimac Condominiums Parking,May 27,2005, 6/06/05,7/01/05,Alt. 8/22-05 41. NA ZBA Memo to Peter Hingorani on first response to the 8-22- 9-8-05 05 drawings 42. One Hundred Fourteen Trust e-mail describing alternatives 1 through 5,with 3 PDF 1-23-06 attachments: Alternate#3-Patrick C.Gamer,Patrick C. Garner,Company,Inc.,64- Chap.40B Residences, North Andover,Mass.Jan. 12,2006,Alternate#4-[96] Proposed Multi-Family Units,Jan. 07,2006, Alternative,#5- 112 Multifamily Units,Jan. 10,2006, and 1 CAD 43. Patrick C.Garner,Patrick C. I Single&Multi-Family Units,56 -Chap.408 Rec Garner,Company,Inc., 109 I Residences North Andover,Mass.,(0 Patrick C.Garner 2-23-06 I Whitney Street,Northborough, 1 2005,Feb. 20,2006,Feb. 22,2006. i ( Mass.01532 j Exhibit B-Documents-2005-003 -Page 3 'o Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 44• NA ZBA Legal notice hearing continues 3-2-06&56 units down Town Clerk from 95 1 2-24-06 145. Lt.Andrew Melnikas. NA FD e-mail: Plan needs more detail, i.e. Hydrants& 2-28-06 s rinklers 46. j Lt. Andrew Melnikas,NA FD e-mail 3-1-08 meeting result: residential sprinklers& 3-1-06 _ hydrants every 500',FD can accept 18' roadway i 47 Alison McKay,NA Memo re: 56 Single& Multi-family concerns about 3-1-06 Conservation Administrator bridge,building setbacks from wetlands,trail,& proceed ARAD 48. j North Andover Housing Criteria for Measuring the.Appropriateness of Chapter 3-2-06 Partnership Committee 40B Projects,61/04 49. One Hundred Fourteen Trust Letter and charts re: Replace the two,5 story buildings 3-2-06 (with parking under) ...with 56 3-bedroom,single& _ multi&remove IN,2N,and 3N from theapplication... 4-25-06 Comm. of Mass. Superior Summons:Keeper of Records all documents re: 3-6-06 50. Court,Civil Action No. Variance dated 4-11-01 _ ESCV2002-01931 51, Patrick C.Garner,Patrick C. Single& Multi-Family Units 56—Chap.40B Residences 3-14-06 _ Garner,Company,Inc. North Andover,Mass. ,Mar. 14,2006,Sheet 1 of 1 52. One Hundred Fourteen Trust e-mail Excel worksheets: 1)Build cost$per SF- Inner 3-29-06 &End units,3/24/2006;2)Discounted Cash Flow Analysis 3-19-06;4)Proforma 3-23-06;5)ZBA$Per _ SF Builders Cost 3/192006 53. One Hundred Fourteen Trust An Update April 25,2006 Affordable Housing Proposal: Rec'd 4-18- 1)Kathleen M.Burns,MassHousing letter April 12, 06 2006 PE-267 Project Eligibility(Site Approval),2) Architecturals[5 drawings dated 3/3/06,3/17/06&n.d.], 3)Dermot J.Kelly Associates,Inc.April 14,2006 response to VHB July 11,2005 report[13 pages],4) Proforma 3-23-06[l 1 pages]5)Waivers 6)Patrick C. i Garner Co.,Inc.-Single&Multi-Family Units,56— Chap.40B Residences North Andover,Mass.,Mar. 14, 2006,May 4,2006,May 30,2006,sheets 1-4,7)Patrick C.Garner Co.,Inc. -Plan for ANRAD Lots 1-N thru 4- N,3-8-06,rev.,4-18-06,5-8-06,5-10-06 sheet 1 of 1,8) DJK Route 114 Curbcut Permit Plan#457,3/15/06,sheet I of 1. 54. North Andover Housing Criteria for Measuring the Appropriateness of Chapter Rec'd Partnership Committee 40B Projects,6/1/04 4-25-06 Exhibit B -Documents-2005-003 -Page 4 -e 4 Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date To 628-06 1 One Hundred Fourteen Trust An Update June 8,2006 Affordable Housing Proposal: Rec'd 55. 1)Patrick C.Garner Co.,Inc.-Single& Multi-Family 5-30-06 Units,56 -Chap. 40B Residences North Andover, I Mass.,Mar. 14,2006,May 4,2006,May 30,2006, sheets 1-4&Proposed ANR Plan, Lots IN-A thru 3N-A, May 30,2006 2)Patrick C.Garner Co.,Inc. -Plan for ANRAD Lots 1-N thru 4-N,3-8-06,rev.,4-18-06,5-8- 06,5-10-06 sheet I of l;3)David M.Crawley Assoc. Inc.Architects,Floor Plans Typical Units 5/26/06, A1.01,A2.01,Front Elevations,4/25/06 A3.01, Elevations 5/26/06,A4.01;4)NA Conservation Commission,Order of Resource Area Delineation, 5/25106; 5)Waiver s[requested];6)Proforma 5-22-06& I 6)Kanayo Lala 2I-May-06 Preliminary Bid based on Plans dated 5/11106 7); 7 DJK letter requesting q Ung I MassHighway application on cur bcut 5-22-06,8)UJK ' Route 114 Curbcut Permit Plan#457,3/15/06,sheet 1 of To 8-10-06 One Hundred Fourteen Trust An Update - pate June 8,2006,duplicate of above Recd 7-5-06 56. 57. Ellen P.McIntyre,Chair, Request Town BoardsiDepartments response to Update 7-6-06 ^� NAZBA June 8,2006 58. Susan Sawyer,NA Health Response to Update 6-8-06 pamphlet;on sewer=no 7-10-06 Administrator Health jurisdiction 59. William V.Dolan,Chief,NA Response to Update 6-8-06;density of the structures;all 7-10-06 FD units should be s rinkled;some must be 60. Patricia A. Leavenworth,P.E., Letter to Dermot 1.Kelly re: Merrimac Condominium 5-30-06 District Highway Director, curbcut onto State route 125,Turnpike Street _ MassHi hwa 61. George F. Koehler,Chair, Letter to Peter(Pribhu)L.Hingoran rrequesting 6-9-06 North Andover Housing inclusion of play areas for children of 3 BR Partnershi Committee development. 62. Curt Bellavance,Director, Memo to Board of Selectmen re:site located on 7-21-06 _ Communit Development Tum ike Street 63. Alison McKay,NA Merrimack Condominiums-Berry StreeVTurnpike 8-3-06 Conservation Commission Street,Applicant-One Hundred Fourteen Trust,Notes for Scott Masse Review-NACC Chair 64. Douglas C.Prentiss,P.E., JNEI Project 6139,Traffic Peer Review,Merrimac 8-4-06 P.T.O.E.,Judith Nitsch Condominiums 40B,Turnpike Street(Route 114)[1 ] Engineering,Inc., 186 Lincoln _ Street,Suite 22,Boston,MA 65. Patrick C.Gamer,Patrick C. Hydrological Study Proposed Multi-Family Units,Route 7 27-06 Garner,Company,Inc. 114,North Andover,July 27,2006[4 pages]&26 Au ust, 1998 132 a es+ 133,.134 1,received 8-8-06 66. Patrick C.Garner,Patrick C. Cover letter to Joseph D.Peznola,PE re:Hydrology, 7-2-8--06 Garner,Company,Inc. Merrimac Condominiums received 8-8-06 67. Patrick C.Garner,Patrick C. 1 Patrick C.Garner Co., Inc.-Single&Multi-Family Rec'd 8-8-06 I Gamer,Company,Inc. Units,56-Chap.40B Residences,North Andover, Mass.,July 27,2006,sheets 1,2,3,4 of 8;Pre-&Post- Watersheds,Sheet 5 of 8,Utility&Drainage Sheet, i sheets 6,7,8 of 8 168. 1 Lincoln Daley,NA Town I Planning Board preliminary review Merrimac Recd. PlannerI Condominium 40B project[3 pages] ; 8-9-06 _ I Exhibit B-Documents-2005-003-Page 5 -e Merrimac Condominiums Exhibit B f Item No. Document From Contents/Notes Item Date 69• Dermot).Kelly Associates, August 10,2006 Response to Traffic Peer Review 8-10-06 Inc. I Memorandum, 11 pages,&Appendices: 1)Nitsch Traffic Peer Review 84-06,7 pages,2)Accident Data and Accident Rate Calculations,3)Background trip generation,4)Level of Service Analysis,&5)The March 16,2006 North Andover Fire Department comment memorandum and the July 10,2006 North _ Andover Fire Department comment letter. 'To 9-28-06 NA Board of Selectmen Merrimac Condominium Comprehensive Permit 8-14-06 70. [comments]recommending Board not waive regulatory boards and commissions right to review... 71. Joseph D. Peznola,P.E., Engineering Peer Review,The Merrimac Condominiums 8-28-06 Hancock Associates,28 Lord Road,Suite 280,Marlboro, MA 72. Lt.John Camey,NA PD Police review: 2 concerns,street lighting& 18' wide 9-11-06 roadways vs.guest parking. 73. Eugene P. Willis,P.E., Merrimac Condominiums 40B ...traffic review;concurs 9-20-06 Director of Engineering,NA with Nitsch Engineering report August 4,2006, DPW specifically,the LOS analysis 74. Dermot J.Kelly Associates, DJK&Proponent's answer to JNEI Traffic Peer Review 9-21-06 Inc. 75, Patrick C.Garner Company, Hancock Engineering Peer Review[response] 9-21-06 Inc. 76. One Hundred Fourteen Trust "An Update[to]September 28,2006" j 1)Patrick Gamer response to Con Com&Planning 8-14-06 Board. 2)Patrick Garner response to Hancock 9-22-06 Engineering Hydrology Comments 3)One Hundred Fourteen Trust Tabular Data[2 pages]4)Patrick C. 9-22-06 Gamer Co.,Inc.—Single&Multi-Family Units,56— i Chap.40B Residences,North Andover Mass. Jul� Y 27, 2006,Sept 20,2006,Sept 22,2006,sheets 1,2,3,4 of 8; Pre-&Post-Watersheds,Sheet 5 of 8,Utility& Drainage Sheet,sheets 6,7,8 of 8, 77. Douglas C.Prentiss,P.E., JNEI Project 6139,Traffic Peer Review,Merrimac 9-27-06 Judith Nitsch Engineering, Condominiums[2rd] Inc. 78. Joseph D.Peznola,P.E., Engineering Peer Review,Second Review,The 9-28-06 Hancock Associates Merrimac Condominiums To 11-2-06 Joseph D. Peznola,P.E., Engineering Peer Review Third Review,The Merrimac 10-26-06 79. Hancock Associates Condominiums i Exhibit B -Documents-2005-003 -Page 6 I Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date 80. i One Hundred Fourteen Trust An Update November 2,2006: 1) Faxed response of NA Rec'd —� Public Schools,location of bus shelter 10/24/06;2) 10-27-06 Response to Joseph Peznola peer review 9-26-06;3) j David C.Crawley,Typical Building Cross Section,Floor j Plans A1.01 &A2.01,Front Elevations A3.01, Elevations A4.01,4-21-06 4)Waivers, 5)Proforma 10- 23-06 56 Unit Merrimac Condominium,No.Andover, MA;6)Kanayo Lala 10/25/2006 Preliminary Bid based on Plans dated 10/20/06 7);Dermot J.Kelly cover letter &Appendix A. DJK better to MassHighway 5-22-06,B. MassHighway to DJK 5-30-06&C.fire emergency vehicle graphics SU-30 accessing units 5,7,&55, 10,,24/06,[3 sheets] 7 8)Patrick C.Garner Co.,Inc.— Single&Multi-Family Units,56—Chap.40B Residences,North Andover,Mass.,July 27,2006,Sept 20 2006 Sept 22,2006,Oct 17,2006,sheets 1,2,3,4 of 8;Pre-&Post-Watersheds Sheet 5 of 8,Utility& Draina a Sheet,sheets 6,7,8 of 8. 81. Michael H. Jacobs,Michael 1)Merrimac Condominiums Financial Analysis,North 10-27-06 Jacobs MHJ Associates,41 Andover Zoning Board of Appeals,4 pages,2)Base Pro Coolidge Street,Brookline, I Forma 13 pages],3)Adjusted Pro Forma[2 pages] MA 82. Douglas C.Prentiss,P.E., Traffic Peer Review[update] 11-1-06 Judith Nitsch Engineering, Inc. To 12-19-06 One Hundred Fourteen Trust Letter to Michael Jacobs re:Draft Pro Forma eliminating 11-9-06 83. 7 townhouse units&adding three single-family houses on Berry Street[on N1,N2,&N3MI06.DP44 [ ,74 &75 84. One Hundred Fourteen Trust Proforma 49+3 122, 1/13/06 85. Ellen P.McIntyre,Chair,NA :Memo inviting Conservation Commission t11-15-06 ZBA 86. Patrick C.Gamer Company, Village Concept,Version 2B&Version 2C12-15-06 Inc. Multi-Family Units,56—Chap.40B Reside i Andover,Mass.,July 27,2006,Sept 20,202006,Oct 17,2006, 12/07/06, 12/11/06, 12/12/14/06 87. ; Atty. Donald F. Borenstein Letter requesting 12-19-06 be continued to 1 Town Clerk Johnson&Borenstein, 12 12-26-06 Chestnut Street,Andover,MA Exhibit B—Documents-2005-003 -Page 7 'e Merrimac Condominiums Exhibit B Item No. Document From Con /�i tent s L otes Item Date To 1-23-07 One Hundred Fourteen Trust An update January 23,2007[52 units;49 3] 1)David 1-16-07 R8. ( M. I Crawley,Registered Architect i;1082- Typical Front Elevation Five Unit Complex J145,5 Unit Complex JI- J5,first floor plan,Typical unit AA,BB first&second floor plans,Typical unit CC,DD first&second floor plans,Typical Double Unit EE first,second,third floor i plans,Typical Building Cross Section,[6 p.],January 15,2007 2)Houses on Berry Street,Integrity Design, 498 Great Road,Acton,MA Owner;Builder Trust Development,Plan 2 Federal,[8 pages]Grafton,MA November 2,2006 C 2006 3)Proforma,4)Waivers,5) j Plans,6)De mott J. Kelly-Letter 1-12-07 to D. Prentiss,7)DJK-Route 114 Curbeut Permit Plan 01/10/07&Patrick C. Garner-Multi-Family Units 49- Chap.40B Units 1/05/07, 1/09/07 1-3 sheets,Patrick C. Gamer-Landscape Plans,49-Chap.40B Units, 1-2 sheets,n.d. 89. NA ZBA NA ZBA&Conservation Commission meeting notice Town Clerk 1-18-07 To 3-13-07 Patrick C.Garner,Patrick C. Hydrological Study,Proposed Multi-Family Units, 2-23-07 90• j Garner,Company,Inc. Route 114,North Andover,r 1 p.],88 pages,July 27, 2006,R 2/23/07 91. One Hundred Fourteen Trust An Update March 13,2007 10 1)Proforma 04-Mar-07, Recd 2)David C.Crawley,8-1/2x11 of below,3)DJK Route 3-13-07 114 Curbcut Permit Plan 3-4-07&4)Patrick C.Garner- Multi-family units 49 40B Units 2-23-07 sheets 1-7, Watershed Areas 2-23-07sheet 1,5)David M.Crawley- Floor Plans 1-23-07 A1.01 &A2.01 &Fiveplex Plan& Elevations,A3.01,6)Patrick C. Garner-Proposed ANR Plan Lots 1 N-A thru 4N-A,May 30,2006,rev.Aug-9, 2006 sheet I. To 3-29-07 Susan Sawyer,NA Public Response to 3-13-07 One Hundred Fourteen Trust"An 3-14-07 92. Health Director Update"show on site dum sters if private trash disposal. 93. One Hundred Fourteen Trust e-mail&attached - 3 22 Proforma&3-23-07 letter to M. 3-23-07 Jacobs 94. Timothy J.Willett&Eugene Response to 3-13-07 One Hundred Fourteen Trust 3-26-07 Willis,NA DPW update, To 4-10-07 One Hundred Fourteen Trust An Update April 10,2007,Affordable Housing 3-27-07 95• Proposal: 1)Proforma,2)Kanayu Lala-Engineering Estimate,3)Zoning Chart,Zoning District(134 for lot #N4)4)Proposal Meets the Following Criteria of the Zoning Bylaw[3 pages],5)Waivers,Permits and 1 Exemptions to Town of No.Andover By-Laws and Rules and Regulations,7 pages,6)Patrick C.Garner- i Typical Roadway Section 10-16-06,7)Patrick C.Garner -Watershed Areas 3-22-07,Sheet 1,-Patrick C.Garner -Multi-family units 49 3-22-07,Sheets 1-7,Patrick C. Garner-Proposed ANR Plan,May 30,2006,Aug 9, 2007,3/26/07 Sheet 1 96. i Patrick C. Gamer,Patrick C. Patrick C.Gamer&Kanayo C. Lala,R.P. E.,No.33710- 3-26-07 Garner,Company,Inc. & C-Hydrological Study,July 27,2006,rev 2/23/07, Kanavo C. Lala,R.P. E.,No. 3/26/07,[cover, 11 pages] 128 pages. 33710-C Exhibit B-Documents-2005-003 -Page 8 Merrimac Condominiums Exhibit B Item No. Document From Contents/Notes Item Date One EHundred Fourteen Trust e-mail& PDP of M. Jacobs e-mail arl correspondence re: 3-:8-07 _ fiscal analysis of Be Street houses 98. Doffi uglas C. Prentiss,P.E., Nitsch Project [3d traffic peer review,2 pages] 3 29 U7 Judith Nitsch Engineering,Inc 97. 99. One Hundred Fourteen"Trust e-mail Berry Street information& PDF of attachments 3-29-07 _ numbered 8,9,4,1,7,5,6&2 elevations&floorplans] _ 100. Michael H. Jacobs,Michael e-mail&PDF of Merrimac Condominiums Update to 4-2-07 _ Jacobs MID Associates Financial Analysis April 2,2007[10 pages] 101 Joseph D. Peznola,P.E., Hancock Associates Engineering Peer Review,Fourth 4-2-07 Hancock Associates I review[18 pages) 102. One hundred Fourteen Crust Composite Updates April 10,2007[documents from 2-9- Recd 4-3-07 j 05 application to"An Update 4-10-07' in 3-1i2"binder] 103. Patrick C.Garner,Patrick C. — e-mailed 4-5-07 letter to J.Peznola,Hancock re: 4-5-07 Garner,Company,Inc. I Wetland Waiver Narrative&44-07 letter to NA ZBA Narrative for Wetlands By-law Waiver Issues, Merrimack Condominiums,5 a es. To 5-3-07 Atty. Donald F. Borenstein Letter dated 4-5-07 requesting that the public hearing be 4-5-07 104. ---.._ i closed. 105. j Joseph D.Peznola,P.E., Summary of Outstanding Issues[9 issues,3 pages] 4-10-07 Hancock Associates 106. One Hundred Fourteen Trust Town Comments and Consultant Reviews April 10,2007 4-10-07 compilation booklet 107. One Hundred Fourteen Trust NHESP file 07-21329(Natural Heritage&Endangered :4-:26-07 7-07 Species Program)plan booklet 108. William V. Dolan,Chief,NA e-mail—OK with last revision I FD 109. Alison McKay,NA Memorandum[Response to April 17,2007]agreeing 4-26-07 _ Conservation Administrator with the Hancock 4-2-07&4-10-07 To 5-9-07 One Hundred Fourteen Trust 1)Multi-family units,49—Chap.40B Residences,North ' Rec'd 5-4-07 110. Andover,Mass.sheet I of 7;3-22-07,2)Building Layout Plan,49—Chap.40B Residences,North Andover,Mass,sheet 2 of 7,4-6-07;3)Building Layout Plan,49—Chap.40B Residences,North Andover,Mass. sheet 3 of 7,3-22-07;4)Drainage& Util. Plan,49— Chap.40B Residences,North Andover,Mass. sheet 4 of 7 3-22-07. 5 Drainage> ) mage&Util.Plan,49—Chap. 40B Residences North Andover Mass.,sheet 5 of 7,4-6-07; 6)Landscaping Plan,49—Chap.40B Residences,North Andover,Mass.,sheet 6 of 7,4-6-07;7)Landscaping Plan,49—Chap.40B Residences,North Andover,Mass., sheet 7 of 7,3-22-07; 8)Proposed ANR Plan,Lots IN-A thru 4N-A,North Andover,Mass.,sheet 1 of 1,3-26- 07&CD of the 8 plans. To 6-12-07 1 Lt.John Came NA PD Y. Memorandum responding to 4-6-07 site plans,concerned 5-11-07 111. that l car garage for 3 bedrooms causes stackedark" p mg or on-street parking.police recommend against on-street parking. To 6-28-07 Under Advisement Exhibit B—Documents-2005-003 -Page 9 V ` - Bk 10978 Ps 336 X33.516 i 11-23-2007 & 08 : 28u i EXHIBIT C 2007 N0V f L} pi i C� TOWN OF NORTH ANDOVER ZONING BOARD OF APPEALS INSUBSTANTIAL MODIFICATION OF FINDING AND DECISION (760 CMR 31.03(3ATTEST: �� A True Copy IV- O 5c�,4ar f.,r Applicant: One Hundred Fourteen Trust TOH°n Clerk Project: Merrimac Condominiums Property: Turnpike Street cosi ferry Street Map 106D, Lots 44, 639 74 & 75 Original Decision: Comprehensive Permit Finding And Decision dated 9/11/07, filed with the Town Clerk on 9/19/07 Date: November f y , 2007 At a public hearing held on November. 20 ZoningBoard of Appeals -�� -- 07, the North Andover als "Bo " pp ("Board")) made a finding that t � Notification of Project g he Applicant's Change J dated October tober 12, 2007, and filed with the B and theBoard Town Clerk on October 12, 2007, constituted an insubstantial change and voted to modify its Original Decision as follows: 1• Replace Proposed ANR Plan with Final ANR Plan - The Original Decision's "Plans of Record", listed at Condition No. 1 at pages 3 and 4 of the Original Decision, are amended to eliminate the eighth listed plan sheet entitled "Proposed ANR Plan, Lots 1 N-A thru 4N-A, North Andover, Mass." with revisions through 3/26/07, and to replace said plan with the . Applicant's Final ANR Plan, entitled "Approval Not Required Plan, Lots 1N-A thru 4N-A, North Andover, Mass.", with revisions through Oct. 11, 2007 ("Final ANR Plan"). The Final ANR Plan was submitted as Exhibit D to the Applicant's Notification of Project Change dated October 12, 2007, and shall now be » a art of the "Plans Plans of Record of the Decision, as amended. 2• Wcorporate Conservation Coni►mission Plan into Decision - The Original Decision's "Plans of Record". listed at Condition No. 1 at pages 3 and 4 of the Original Decision, are amended to include the Applicant's plan entitled, "Proposed Houses & Assoc. Utilities, Lots 1N-A Thru 3N-A, North Andover. Mass." consisting of 2 sheets, with revisions through October 2, 2007 ("Berry Street Conservation Commission Plan"). The Berry Street Conservation Commission Plan was submitted as Exhibit E to the Applicant's Notification of Project Change dated October 12, 2007, and shall now be a part of the "Plans of Record" of the Decision, as amended, and control as to work on Lots 1 N-A, 2N-A, 3N-A and along Berry Street. The vote of the Board was as follows: Affirmative- 57 Negative- Q G C tl RECEIPT Printed:11-23-2007 ® 8:29:01 Essex North Registry Robert F. Kelley - - Register _ Trans#: 157751 O,)er:KEVINA Book: 10978 Pane: 310 Inst#: 33515 Ctl#: 2 Rec:11-23-2007 ® 8:28:53a --- - DOC DESCRIPTION TRANS AMT --------- - DECISION Surcharge CPA $20.00 20.00 50.00 recording fee 50.00 5.00 Tc GH FEE 5.00 Total fees: - 75_00 Book: 10978 Page: 336 Inst#: 33516 Ctl#: 3 Fec:11-23-2007 ® 8:28:53a DOC DESCRIPTION TRANS AMT --- ----------- --------- MODIFICATION Surcharge CPA $20.00 20.00 50.00 recording fee 50.00 5.00 TECH FEE 5.00 Total fees: 75.00 *** Total charges: 150.00 _._-._ CHECK PM 105 150.00 Neal Mitchell Associates 1041 Sutton Street, Northbridge, MA 01534 Tel: 508-234-8646 Fax: 508-234-8759 e-mail: nmitchell2@aol.com February 22,2010 Mr. Gerald Brown Inspector of Buildings North Andover Building Department 1600 Osgood Street North Andover,MA 01845 RE: Unit#4 —Barlow Building Dear Mr. Brown: I have analyzed this residential structure for wind loading resistance using the Formula Method that is specified in the Massachusetts State Building Code 780 CMR—Seventh Edition. The calculations for this study are attached for your review, along with a drawing of the first floor that illustrates the 4 foot wide panel widths that were used for analysis(5602.10.1). Analysis of this Unit required two sections (Front-Back) 60 foot length of the Unit, while the narrow dimensions 22 feet and 36 feet required theeuse of four sections for investigation. These investigation strips are labeled A through G on the drawing. The attached spreadsheet illustrates that this basic structure meets the requirements of 780 CMR in terms of shear resistance for Braced Panels that are used to resist wind loading. Although the Code only requires consideration of bracing every 35 feet I have added an extra section (E) for consideration. The Code assumes that diaphragm action of the joists and deck are sufficient to transmit the lateral loads to the exterior bracing walls but I believe that it is prudent to properly"X" brace the bearing walls that are in the green rectangle and that I have identified with thick purple lines. The use of simple metal strapping attached as on each side as an"X"on these walls, coupled with gypsum drywall on both faces will provide the necessary rigidity. The panel widths that were included for consideration as bracing walls utilize Method 3 (Wood Panel Structural Panel Sheathing) for the four outside walls (A, B, C, D). The base requirement for these panels to be considered as bracing panels is that they have a length of 48", but because of the Code permits length reductions based on wall height and window opening percentage with Method 3, this dimension has been reduced to 27" (5602.10.3). The two building interior sections (F, G) utilize Gypsum panels (Method 5),which requires that these interior panels have a minimum width of 96" (5802.10.4). Please note that I have doubled the length of the chimney when computing the Braced Wall Panel length. This increase in length reflects the increased rigidity of the masonry when compared to the more flexible woof framed braced wall. In fact the chimney, acting as a true shear shear wall, probably provides sufficient lateral stability for the entire wall. Using Table 5602.10.1 this structure can be considered as Design Case 2 which required the sum of the braced walls to be 16% of the overall wall length for exterior panels, and the sum of the braced walls to be 25% for the interior wall sections. The spread sheet illustrates that all of the sections met this criteria because the percentage of bracing on each rectangular strip exceeded the Code minimum requirements. 1 The Porch (if covered) requires special consideration. If a roof is added to the back Porch, the requirement will be for the use of a continuous LVL on the front and sides, and steel connector plates(2 x 10 x 1/8" bent plates) between each side of the porch posts and the bottom of the exterior LVLs. This design provides the proper portal frame strength for this porch. The easiest construction solution that can be used for the Garage would be the use of a continuous LVL that spans over both Garage doors and extends to the outside wall. The use of steel tube columns in a portal frame design permits the use of very slender decorative face panels for the garage. The attached detail is required to provide proper rigidity to the lower level of the building that has these garage doors. Please call me if you have any questions about this analysis. Sincerely. j�t OF NEAL 8. WTG`tFLL JR. '^ A - . No ..tzz OF �` �\. .... Neal B. Mitchell, Jr. P.E. N AL 1 MA#18222 N zz FS.� NAL �!llilliliill\`\� 2 Shear Wall Review Formula Method From Massachusetts State Building Code 780 CMR - Seventh Edition Neal Mitchell Associates Structural Engineers 1041 Sutton Street Northbridge, MA 01534 Tel S08-234-8646 EXPOSURE DESIGNATION WIND �k <; PERPENDICULAR`: TORIDGEyi f w.. A B G---ONE-STORY ORTOPSTORY OF TNOSTORY 1: Exposure A. Large city centers With at (TABLES 5611.r(9Aj OR 5611.7(10A)( least 50%of the buildings having a height in MIN.SOLID WALL LENGTH<A+B+C excess of 70 feet (21 336mm). Use of this FIRST STORY OF TWO-STORY ,TABLES 66/1J(9A;OR 51ir17(70A)i exposure category shall be limited to those W MIN.SOLID WALL LENGTH<D a E areas for which terrain representative of Exposure A prevails in the upwind direction for a distance of at least 0.5 mile(0.8 km)or ten times the height of the building or other structure, whichever is greater. Possible -- ONE-STORY OR TOP STORY OF channeling effects or increased velocity TWO-STORY I TABL=_s 5511,7198)OR 6011,7(108)) pressures due to the building or structure being MIN.SOLID WALL LENGTH<A+B+C located in the wake of adjacent buildings shall B'.; FIRST STORY OFTWO-STORY be taken into account. (TABLES 6611:7(98)OR 6611.7(108)1 MIN.SOLID WALL LENGTH<D+E a F A j 2. Exposure B. Urban and suburban areas, E; wooded areas,or other terrain with numerous i,-' closely spaced obstructions having the size of PPAARALLEL o, single-family dwellings or larger. Exposure 13 TO RID( shall be assumed unless the site meets the - - definition of another type exposure. NOTE;EACH WALL SEGMENT(A,B,C,D AND F) MUST MEET THE MINIMUM SOLID WALL SEGMENT LENGTH 3. Exposure C. IN ORDER TO BE APPLICABLE TO THE 14INIMUM SOLID p Open terrain with scattered. WALL LENGTH EQUATIONS ABOVE. Obstructions,including surface undulations.or other irregularities, having heights generally SHEAR WALL PANEL DESIGNATIONS less than 30 feet(9144 mm) extending more than 1,500 feet(457 m)from the building site in any quadrant.This exposure shall also apply 780 CMR TABLE 5611.7.4 to anybuilding located within Exposure$type WIND VELOCITY PRESSURE FOR terrain where the building is directly adjacent DETERMINATION OF MINIMUM SOLID to open areas of Exposure C type terrain in any WIND VELOCITY PRESSURE WALL LENGTH' (psi) quadrant for a,distance of more than 600 feet s SPEED Ex osure" (183 m). This category includes flat open (- h)" B C D country,grasslands and shorelines in hurricane 85 14 19 23 prone regions. 90 16 21 25 100 19 26 31 4. Exposure D. Flat, unobstructed areas 110 23 32 31 exposed to wind flowing over open water 120 27 38 44 (excluding shorelines in hurricane prone 130 32 44 52 regions) for a distance of at least one mile 140 37 51 60 (1.61 km).Shore-lines in Exposure D include 150 43 59 1 69' inland waterways,the Great Lakes and coastal For SI: 1 psf=0.0479 kN/m2; I mph= 1.6093 km/hr areas of California, Oregon,Washington and a. Table values are based on ASCE 7-98 Figure 6-4 Alaska. This exposure shall apply only to using a mean roof height of 35 ft(10.7 m). those buildings and other structures exposed to b.Exposure Categories shall be determined in the wind coming from over the water. accordance with 780 CMR 5301.2.1.4. Exposure D extends inland from the shore-line c. Design is required in accordance with ACI 318 and a distance of 1,500 feet(457 m) or ten times approved manufacturer guidelines. d. Interpolation is permitted between wind speeds. the height of the building or structure, whichever is greater. WIND PRESSURE 5602.10 Wall Bracing. 5602.10.1 Braced wall lines. Braced wall lines shall consist of braced wall panel construction methods in accordance with 780 CMR 5602.10.3. The amount and location of bracing shall be in accordance with 780 CMR Table 5602.10.1. Braced wall panels shall begin no more than 12.5 feet (3810 mm) from each end of a braced wall line. Braced wall panels that are counted as part of a braced wall line shall be in line, except that offsets out-of-plane of up to four feet (1219 mm) shall be permitted provided that the total out-to-out offset dimension in any braced wall line is not more than eight feet(2438 mm). A designed collector shall be provided if the bracing begins more than 12 feet (3658 mm) from each end of a braced wall line. 5602.10.1.1 Interior Braced Walls-Spacing. Spacing of braced wall lines shall not exceed 35 feet(10,668 mm)on center in both the longitudinal and transverse directions in each story. Exception: Spacing of braced wall lines not exceeding 50 feet shall be permitted where: 1. The wall bracing provided equals or exceeds the amount of bracing required by 780 CMR Table 5602.10.1 multiplied by a factor equal to the braced wall line spacing divided by 35 feet, and 2. The length-to-width ratio for the floor/wall diaphragm does not exceed 3:1. 5602.10.3 Braced Wall Panel Construction Methods.The construction of braced wall panels shall be in accordance with one of the following methods: 1 Nominal one-inch-by-four-inch (25.4 mm by 102 mm)continuous Diagonal Braces let in to the top and bottom plates and the intervening studs or approved metal strap devices installed in accordance with the manufacturer's specifications.The let-in bracing shall be placed at an angle not more than 60 degrees(1.06 rad)or less than 45 degrees(0.79 rad)from the horizontal. 2 Wood boards of 5/8"inch(15.9 mm) net minimum thickness applied diagonally on studs spaced a maximum of 24 inches(610mm). Diagonal boards shall be attached to studs in accordance with 780 CMR Table 5602.3(1). (Fastener Schedule) 3 Wood Structural Panel Sheathing with a thickness not less than 5/16 inch (7.9 mm)for 16-inch (406 mm) stud spacing and not less than 3/8 inch (9.5 mm)for 24-inch (610 mm)stud spacing. Wood structural panels shall be installed in accordance with 780 CMR Table 5602.3(3). (Stud Spacing) 4 1/2 (12.7 mm)or 25/32-inch (19.8 mm)thick Structural Fiberboard sheathing applied vertically or horizontally on studs spaced a maximum of 16 inches(406 mm)on center. Structural fiberboard sheathing shall be installed in accordance with 780 CMR Table 5602.3(1). (Fastener Schedule) 5 Gypsum board with minimuml/2-inch(12.7 mm)thickness placed on studs spaced a maximum of 24 inches(610 mm)on center and fastened at seven inches(178 mm)on center with the size nails specified in 780 CMR Table 5602.3(1)for sheathing and 780 CMR Table 5702.5 for gypsum board. (Fastener Schedule) 6 Particleboard wall sheathing panels installed in accordance with 780 CMR Table 5602.3(4) (Stud Spacing) 7 Portland cement plaster on studs spaced a maximum of 16 inches(406 mm)on center and installed in accordance with 789 CMR 5703.6(Requirements for Exterior Plaster) 8 Hardboard panel siding when installed in accordance with 780 Table 5703.4. (Fastener Schedule) Exception: Alternate braced wall panels constructed in accordance with 780 CMR Table 5602.10.6 shall be permitted to replace any of the above methods of braced wall panels. 780 CMR TABLE 5602.10.1 WALL BRACING DESIGN CASE BASIC WIND SPEED CONDITION TYPE OF BRACE e n AMOUNT OF BRACING Located at each end and at least every 25 One story Top of two or Methods 1,2,3,4,5,6,7 or 8 feet on center but not less than 16%of three story braced wall line for Methods 2 through 8. Located at each end and at least every 25 First story of two story feet on center but not less than 16%of Second story of three story Methods 1,2,3,4,5,6,7 or 8 braced wall line for Method 3 and 25%of braced wall line for Methods 2,4,5,6,7 100 mph and less or 8. Minimum 48-inch-wide panels located at First story of three story Methods 2,3,4,5,6,7 or 8 each end and at least every 25 feet on center but not less than 25%of braced wall line for Method 3 and 35%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 One story Top of two or Methods 1,2,3,4,5,6,7 or 8 feet on center but not less than 16%of three story braced wall line for Method 3 and 25%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 Less than 110 mph First story of two story Methods 2,3,4,5,6,7 or 8 feet on center but not less than 30%of Second story of three story braced wall line for Method 3 and 45%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 feet on center but not less than 45%of First story of three story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 60%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and at least every 25 One story Top of two or Methods 2,3,4,5,6,7 or 8 feet on center but not less than 20%of three story braced wall line for Method 3 and 30%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and not more than 25 First story of two story feet on center but not less than 45%of Less than 1 10 mph Second story of three story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 60%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and not more than 25 feet on center but not less than 60%of First story of three story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 85%of braced wall line for Method 2,4,5,6,7 or 8. Located at each end and at least every 25 One story Top of two story Methods 2,3,4,5,6,7 or 8 feet on center but not less than 25%of/o 1 0 braced wall line for Method 3 and 40 of braced wall line for Methods 2,4,5,6,7 or 8. Less than 110 mph Located at each end and not more than 25 1 1 feet on center but not less than 55%of First story of two story Methods 2,3,4,5,6,7 or 8 braced wall line for Method 3 and 75%of braced wall line for Methods 2,4,5,6,7 or 8. Located at each end and not more than 25 Cripple walls Method 3 feet on center but not less than 75%of 12 braced wall line. a.Foundation cripple wall panels shall be braced in accordance with 780 CMR 5602.10.2. b.Methods of bracing shall be as described in 780 CMR 5602.10.3. The alternate braced wall panels described in 780 CMR 5602.10.6 shall also be permitted. c.When the dead load of the roof/ceiling exceeds 15psf,the bracing amounts shall be increased in accordance with 780 CMR 5301.2.2.4. Bracing required for a site's wind speed shall not be adjusted. MINIMUM LENGTHS OF PANELS 5602.10.4 Length of Braced Panels. For 780 CMR 5602.10.3 Methods 2., 3., 4., 6., 7. and 8., each braced wall panel shall be at least 48 inches (1219 mm) in length, covering a minimum of three stud spaces where studs are spaced 16 inches (406 mm) on center and covering a minimum of two stud spaces where studs are spaced 24 inches (610 mm) on center. For 780 CMR 5602.10.3 Method 5(Gypsum Panels). each braced wall panel shall be at least 96 inches (2438 mm) in length where applied to one face of a braced wall panel and at least 48 inches (1219 mm)where applied to both faces. Exceptions: 1 Lengths of braced wall panels for continuous wood structural panel sheathing shall be in accordance with 780 CMR 5602.10.5. 2 Lengths of alternate braced wall panels shall be in accordance with 780 CMR 5602.10.6. 5602.10.5 Continuous Stuctural Panel Sheathing. When continuous wood structural panel sheathing is provided in accordance with 780 CMR 5602.10.3 Method 3. on all sheathable areas of all exterior walls, and interior braced wall lines, where required, including areas above and below openings, braced wall panel lengths shall be in accordance with 780 CMR Table 5602.10.5. (Below) Wood structural panel sheathing shall be installed at corners in accordance with 780 CMR Figure 5602.10.5. The bracing amounts in 780 CMR Table 5602.10.1 for 780 CMR 5602.10.3 Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85% of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67%of the wall height. Multiply by(0.9)When the opening does not exceed 85% of the Wall Height Multiply by (0.8)When the opening does not exceed 67% of the Wall Height 5602.10.6 Alternate Braced Wall Panels. Alternate braced wall lines constructed in accordance with one of the following provisions shall be permitted to replace each four feet (1219 mm) of braced wall panel as required by 780 CMR 5602.10.4: 1. In one-story buildings, each panel shall have a length of not less than two feet, eight inches (813 mm) and a height of not more than ten feet (3048 mm). Each panel shall be sheathed on one face with d-inch minimum- thickness (9.5 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with 780 CMR Table 5602.3(1) and blocked at all wood structural panel sheathing edges. Two anchor bolts installed in accordance with 780 CMR Figure 5403.1(1) shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie-down device fastened to the foundation,capable of providing an uplift capacity of at least 1,800 pounds(816.5 kg). 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with 780 CMR 5602.10.6 Item 1, except that the wood structural panel sheathing shall be provided on both faces, sheathing edge nailing spacing shall not exceed four inches on center, at least three anchor bolts shall be placed at '/s points, and tie- down device uplift capacity shall not be less than 3,000 pounds(1360.8 kg). 780 CMR TABLE 5602.10.5 LENGTH REQUHMEM ENTS FOR BRACED WALL PANELS INA CONTINUOUSLY SHEATHED WALL--" MINIMUM LENGTH OF BRACED WALL PANEL MAXIMUM OPENING HEIGHT NEXT TO THE inches BRACED WALL PANEL 8-foot wall 9-Coot wall 10-foot wall (%of wall height) 48 54 60 100% 32 36 40 85% 24 27 30 1 65% For SI: 1 inch=25.4 min, 1 foot=305 nun, 1 pound per square foot=0.0479kN/Mz. a. Linear interpolation shall be permitted. b.Full-height sheathed wall segments to either side of garage openings that support light frame roofs only,with roof covering dead loads of 3 psf or less shall be permitted to have a 4:1 aspect ratio. 720" W-10" 4'-10" 9'-0" 4'-10" 10'-6" W 14'-8" g'_6" 4'-6" 4'-4" Q Q O Q 120" 4'WDE F—/W (2) X n' � z•x •P" 65" © o r x n•W.AaDw 24'-4 3/4 0)2'X n' 10'-9 1/2" — 12' 11 3/4" 6'-$ 108" - Lime of n'erg wa EATING AREA AUNDRY - ---- ------------------------------------------------------- --- -, b 108„ 4 96" KITCHEN o 264.. FM HIP Ft OF 9 FAMILY ROOM I I x 10'Mom JO16T6 tw,O.C.I I A 4 mtY VAUL.TM eoumG m of _ T� of WALL 2'X 4'POET 21 rl �1'x W HEACM ____ ________ ___ __ -_ Y x.10'CEILING J016T6 {'O' yam._ _____ NEARNa I Y x tO'RAM"16'O.C. I ----- p�{p/Mp(g4CL 3'$" - _, 4 8'-I 3/4' ROOF PITCH tan V Q 2'x a"FLOOR J016T6 16'o 156" 96" ----------------------- ---------------------------- s Lime OF n'CEILING - ING ROOM 9; !:132" IY1NG ROOM 4 312" 24'-13/4" x FOYER iii --- ---- � 4 54" 188" 78" 3/4" 4 Q A A A Q 61 11 12'-0" 6'-0" 3'-b" y3'-bu 3'-6" 5I$" 24'-0" 12111 11'-0rr 12'-&" 24'-0" 361-0" sT UNIT #4 �- A*.eDeaa.&, A44 Neal Mitchell Associates = Braced Panel s .1 MASS BUILDING CODE Structural Engineers 1041 Sutton Street Northbridge,MA 01534 S H EARWALL STUDY TEL: 508-234.8646 Neal Mitchell Associates Structural Engineers BRACED WALL LINE CALCULATIONS [5602.10] Project Location = North Andover Date= 2/14/1610 Contractor's Name= Unit#4- Barlow Building Exposure= = -B Design Wind Speed= 100 mph Wall Material From [5602.10.3] Design Pressure= 19 psf Bracing Method = 3 ft in Wall Ht 9 0 108 in Side A= 60 ft Wall "A"Area = 77,760 in2 Side B= 60 ft Wall "B"Area = 77,760 in2 Side C= 22 ft Wall "C"Area = 28,512 in2 Side D 26 ft Wall "D"Area = 33,696 in2 217,728 in2 Total Height Width Area Number of Window in in in2 Windows Area Window Sizes 60 36 2160 11 23,760 in2 84 72 6048 3 18,144 in2 0 in2 0 0:in2 Average= 72 in 41,904 in2 %Window Area 19 % %Wall Area = 81 % Window Ht To Wall Ht- 67 % From [5602.10.1] From [5802.10.4] Design Case = 2 Minimum Panel Size= 48 in-Typical Wall Minimum Panel Size= 96 in -Gypsum Wall From [5602.10.1] Min Bracing Length Side A= 115 in .......... ........_..........._.._ Min Wall Percentage= 16 % Min Bracing Length Side B= 115 in (16%, 20%, 25%, 35%,45%, 55%, 60%, 75%) Min Bracing Length Side C= 42 in Min Bracing Length Side D= 50 in Check Shear Resisting Walls For Bracing Walls Provided w ' Neal Mitchell Associates Structural Engineers FOR PANELS CONTINUOUSLY SHEATHED Maximum From (5602.10.51 Opening Panel Length Requirements 100% 54 in 108 in 85% 36 in 92 in 65% 27 in 70 in Selected Minimum Bracing Wall Section= 27 in . ............ . Minimum Length Reduction(Method 3)= 38in Shear Resisting Walls - Length Of Qualifying Wall Segments(in) (NOTE: NEGLECT ANY WALL SIZES BELOW MINIMUM) Exterior Exterior Exterior Exterior Interior Interior Interior Line A B C D E F G 120 54 96 312 0 156 108 108 188 96 132 65,, 78 30 inches 293 350 192 312 0 156 240 Min Required 115. 115 42 50 115 50 50 Ok Ok Ok Ok NO Ok Ok Length of Panel Line (in) 720 720 264 312 720 312 312 Percentage of Bracing 41% 49% 73% 1001 0°! 50% 77% Percentage Required 16% 16% 16% 16% 25% 25% 25% Check of[5602.10.1] If The Spacing Between Shear Walls Exceeds 35 Feet,An Exact Analysis Is Required TYPICAL CORNER DETAILS CO"NUOUS 06 OVERLAP OSS OR PLYWOOD. SHEATHING AT CORNERS OUTSME CORNER OVERLAP HEATKIN 1I NAILS a 12-O.C.O ALL FRAMED MEMBERS NOT A PANEL I=DGa ITIELD1 d NAIL frC, N ALL PANEL E C 4' y x INSIDE CORNERA.,. . ON ALL -L n i r a 16d MIL A7 24"0,0, ad MAILS ig 1r 0,0,ON, L FRAM-0 MEMBERS NOT A, PAXEL EDGES(FIELD) Neal Mitchell Associates Engineers 1041 Sutton Street Northbridge, MA 01534 Tel: 508-234-8646 h „C?TE Wood Connections Are 1-3/8":TrussLoi Screws Columns Are,.31/2 x 6 7/8 Anthony Power" Columns, , Y Beams Are (2) 1 .75 x 11 .875 LVL,",, A . Al Connector Plates Are 10 Gauge - Excepts 1/4 Thick 17 x 6 x 3/8 "L" Base Connector a r _ / " _ as ........_... ,;.: �. 611 �. 6 7/8" 3 1/2" PIF 2` -` „ - --- 1/4" Bent Cap Plate With (+ or -) 2" co Height Adjustment _ 17x6x1/4" Bent L Plate Witl 9x67/8x9" N Bent U Plate 9 - 3 3/8 TrussLc - Screws IF 40 M 3" � –—Fou dation Anc iors 4" *1715 COLUMN ANCHORS 'he Commonwealth of Massachusetts Department o0ndustridAccidents office of Invadgations 600 Waskington Street .Boston,IIIA 02111 www.mass.gov/dia W6&orr'.Compensation Insurance Affidavit: Bnilders/Contractors/Eleetrie ans/Pinmbers Applicant Information Please Print Lee& Name(BusineselOrganizatiodiadividuai)• V ��c -Address: . P o City/Stateaip' Sv���, G� e� (>'1(�_ Phone.#: Are you an employer?Chedkk the appropt'lat�e,b,�x• Type of i ject(requlred7 ' r• 4. 1.=7 l am a general oontractor and I 1.�I am a employer with�,•_„_ ' 6. Q Now construction employees(full and/or part-time)." have hired the sub-contractors 2.❑ I am a We proprietor or partner- listed on the'attached shoot 7. El Remodeling ship and have no employees These sd+-cor�ractors have g. ❑Demolition woflcing far me in my capacity. taployees and have workers' •9. C]Building.addition �• [No workers'comp,insurance co insurance•t 10.Q Electrical repairs or additions 5. [] We are a corporation and its zequire&].• officers have exercised their - 3.❑ I am a homeowner doing all work 11,❑'I'lambing repairs or additions mystrl£[No workers camp. right of exemption per MGL =12.0 Roof repairs insurance required..]t c.152,§1(4), and we have no 13❑Other etiiployew.[No workers' porap.insurance regiured.] 'Any applicant that chedks box#1 nag also fill out the section below showing their workers'cirnpmsatiaa policy infortaation. t Hasneownen who subntit this affidavit indicating they are doing all work aid then hire outside cptttractora trust subnit it new affidavit indicating such. $contractors that check this box must attached an&MtiwW sbeet showing the namm e of the sub-connuu and state whether or not those entities have enploym. g the sub-conu=tofs.have etytoyeea,they must provide llteir worteera'comp:poNoy number. [ant-an-employer"is providing workers'compensation insurance for my employees. Below is the policy and job site Informadan. nn + Instaanet:Company Name: !l SS oc;ett� EmnI�S Orr -- } Policy#or Self-ins.Lic.c,• U C C S U U-7:23101 a 005 Expiration Date: ��y�i fi Job Site Address Lot '3n/= B r� � city/State/ZipUcr+� An��vr.��/01�tHr Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). f Failuieto secure coverage as required under Section 25A-of MGL c.-152 can lead to.the imposition of crimind penalties of a fine up to$1,500.60 and/or one-year imprisomnent,as wen as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against tht;violator..Be advised that a copy of this statement may be forwarded-to the Office of !:Ons' f the b f inm+ranre a vcrification c e p penalties of perjury that the information provided above is true and correcttff tff one# 5U �a 93 use o Y o not•write in this area,to be comp ed by ZVor town off lekL City or Town:' Pertmitll,icense# Issnint Authorlty(circle one): Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person. Phone#: REScheck Software Version 4.3.0 Compliance Certificate Energy Code: 2006 IECC Location: Grafton,Massachusetts Construction Type: Single Family Conditioned Floor Area: 2410 112 Glazing Area Percentage: 9% Heating Degree Days: 6698 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Lot 1 Berry St North Andover,MA Compliance: Maximum UA:360 Your UA:338 .......... ........ ... ... y..... Floor 1st:All-Wood Joist/Truss:Over Unconditioned Space 1291 30.0 0.0 43 Wall I st fir 2x6:Wood Frame,16"o.c. 1590 19.0 0.0 82 Window 1st flr DH:Vinyl Frame:Double Pane with Low-E 72 0.310 22 SHGC:0.42 Window 1st flr Case/Awn:Vinyl Frame:Double Pane with Low-E 56 0.290 16 SHGC:0.37 Door Slider:Glass 40 0.310 12 SHGC:0.57 Door Metal:Solid 18 0.160 3 Door Fiberglass:Solid 20 0.150 3 Door Sidefites:Glass 19 0.330 6 SHGC:0.19 Wall 2nd flr:Wood Frame, 16"o.c. 1394 19.0 0.0 78 Window 2nd fir DH:Vinyl Frame:Double Pane with Low-E 93 0.290 27 SHGC:0.42 Ceiling 1st-Family Rm:Cathedral Ceiling(no attic) 315 30.0 0.0 11 Ceiling:Flat Ceiling or Scissor Truss 1152 38.0 0.0 35 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 designed to meet the 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date:02/10/10 Data filename:C:\Users\Barlow Building\Desktop\Barlow Building\Trust Construction\North Andover\Berry St\Lot 1\Untitled.rcWage 1 of 3 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1st-Family Rm:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1st flr 2x6:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2nd flr:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1st flr DH:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 1st flr Case/Awn:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2nd flr DH:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door Slider:Glass,U-factor:0.310 Comments: ❑ Door Metal:Solid,U-factor:0.160 Comments: ❑ Door Fiberglass:Solid,U-factor:0.150 Comments: ❑ Door Sidelites:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1 st:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Project Title: Report date: 02/10/10 Data filename:C:\Users\Barlow Building\Desktop\Barlow Building\Trust Construction\North Andover\Berry St\Lot 1\Undtled.rcwage 2 of 3 Sunrooms: O Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: L1 Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: ri Mate a1s Identification and Installation: Ll Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. F-1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Li Ducts in unconditioned spaces or outside the building are insulated to at least R-8. F-1 Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. O Building framing cavities are not used as supply ducts. Ll Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. O Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Ll Thermostats exist 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 is provided. Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. n Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Certificate: n A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 02/10/10 Data filename:C:\Users\Barlow Building\Desktop\Barlow Building\Trust Construction\North Andover\Berry St\Lot 1\Untitled.rck Page 3 of 3 - UUUNAN INSURANCE PAGE 01 CERTIFICATE OF LIABILITY INSURANCE DATL(MM,DD/YYYY) [2,01 UCER Coonan Insurance A en THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION g cy, Tnc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Main Street: HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ford, MA 01540 ALTt!R THE COW-RAGE AFFORDED BY YHE POLICIES BELOW. D ____.__.__._.__.. INSURERS AFFORDING COVERAGE. . ...._.----•� MAIC# K, Iac, fN9URENn IaSSEX INSBox 12 INSUREr e: Assoc1.iated Ex,Zoye�s_Tns. Couth Grafton, MA 01560 INSUREF_c� - __-- INSUREF:D - COVERAGES INSURFF E: THE POLICIES OF INSURANCE I ISTF_D BELOW HAVE BEEN 155UED TO THE INSURED NAMI_D ABOVE FOR THE POLICY PERIOD MAY PREQUIREMENT, TERM OFA CONDITION OF ANY CONTRACT OR 0TH !ND( ERT _ INDICATED. AI T ER D.NO N HE INSURANCE DOCUMENT WITH TWITI•gT/1 _AFFORDED BY r RESP NDINH HE POLICIES DESCRIBEb HEREIN!S St1B IECT TO ALL TI�iE�EE2MIS�EXCILSUSICERTIFICATE NSiFANDCONDITIONS EF®OR POLICIES,AGGREGATE LIMITS SHOWN MAY RAVE 13EEN R® IN AUCED BY PAID CLAIMS. pp _.. .. .--- POLICY NUMBER POLICY ....'G71VE PdUCY— GENERAL LIABILITY LIMITS X COMMERCIAL GENE- 7 RAI. 2CK7277 BACHOCCURRENCE S_.1,000,000 11/:I/09 10 bA GE TO RENTED -- CU11M,S MADE �OCCUR 1/3/ PRF,��•�.(1�Qc.GI¢ep.CB)_.., -' — MED EXI+(nnyone porcon) S 10'.0-00— PERS— L& 0,.000PERSAL&N7V INJLIRY 9 1_,000,000 GFMLAGGREGATELIMIT APPUESPER GENERAI.AGGREGATE__ $ 2,000,000 POLICY P O PRODUCTS. LOC __ COMP/OPAGO `1 1,000,000 AUTOMOBILE LIA19 UTY ANYAUTO CeOMBIINEDSINGLELIMIT •$ ALL OWNCDAUTOS _) SCHEDULEDAUTOS BODILY INJURY - HIREDAUTO$ (Per ptxavn) $ _ NON•OWNED AUTOS BODILY INJURY (PM-1ccMent) S PROPERTY DNM GARAGE LIABILITY ) — ANYAUTO AUTO ONLY.EAACCfDF,NT $ OTHER THAN ,�_ ACC .i _ EXCESS,uMnRELLA L(AHILITY AUTO ONLY: AGG OCCUR CLAIMS MADE EACI•I0CC.URREN02 S AGGREGATE _ $ DEDUCTIBLEv— RETENTI S » WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WC STATU• pTFI• H ANYPROPRYIN IGTOR/PARTNER/EXEC�I7IVF, WCC5007237012009 �L - •..__F __ Or•FICERMEMBEREXCLUDEDT 6/10/09 6/10/1.0 E.L.tKI AcoDENr S . (Mandoory In NH) 100 000_ PE.L.nEa describeunder qIO DISEASE-EA EMPLOYE $ 100,000 E�IALPRO SIONSbdow _ OTHER F.L.DISEASE-POLICY LIMIT 5 500,000 ESCRIPTION OF OPEIiA1tONS/LOCATIONS/VEHICLES/EXQUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS !ERTIFICATE HOLDER CANCEI.,LATION SHOULD ANYOFTNEABOVE DESCRIBED POLICIES BECANCELLEDBSFORE THEEXPIRA71ON DATE TH1REOF,THE ISSUING 114SURER WILL ENDEAVOR TO MAIL DAYS WRLTTEN 12 0 of North Ando-en NOTICE T O THE Ct1988-2009 ATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 7 20 Main Street IMPOSE NO O OR LIABILITY OF ANY KIND UPON THE INSURER,ITs AQENTS OR North Andover, MA 0184,5 S. Fax; 508-899-021,1, REP��NT PRTM CORD 25(2009/01) (9ACORD CORPORATION. All rights reserved, The ACORD name and logo Aro registered marks of ACORD :tilassachusctts- Department of PuhGc Silct% a Board of Bttildin�g Regulatiolls and Standards Construction Supervisor License License: CS 59359 Restricted to: 00 TIMOTHY M BARLOW PO BOX 12 S GRAFTON, MA 01560 c-- J'�` Expiration: 1/24/2012 ( onnuissinni r Tr#: 16494 I li ;:rx:..a, ✓�ze '�aaunto�tzcuP,aCl�o����oticacfudef� Board of Building Regulations and Standards Construction Supervisor License License: CS 59359 Expiration: 1/24/2010 Tr# 15553 Restriction: 00 TIMOTHY M BARLOW PO BOX 12 S GRAFTON,MA 01560 Commissioner I I " I I \ Bo �*5ff#?f _ � HOME IMPROVEMENT CONTRACTOR - _— Registration: 143758 �. Expiration: 7/29/2010 Tr# Type: DBA 0 BARLOW BUILDING TIM BARLOW 13 DEPOT ST S. GRAFTON,MA 01560 " Adminisirator I I Bk 11044 P!�32 "1373 01-25-200-8 DoE 01 =03;, COVER SHEET THIS IS THE FIRST PAGE OF THIS DOCUMENT DO NOT REMOVE �. � �-YEA t GRANTOR GRANTEE L -A N� ADDRESS OF PROPS TY CITY/TOWN TYPE OF DOCUMENT MLC ASSIGNMENT TYPE DEED 6D MORTGAGE NOTICE TYPE DISCHARGE SUBORDINATION AFFIDAVIT CERT TYPE DEC OF HOMESTEAD UCC TYPE - DEC OF TRUST OTHER 4 r.,r � . DES40RIBE Essex North Registry of Deeds Robert F. Kelley, Register 354 Merrimack St. Suite 304 Lawrence, MA 01843 (978) 683-2745 www.1awrencedeeds.com / fl xAORTH Town of : Andover O No. 6 9?/ _ dower, Mass. 740—P COCMICMEWICK AD'QATE D `r BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT....... BUILDING INSPECTOR //........... �/• .��.� .... i Foundation has permission to erect........................................ buildings .... on ./40... . od%r ... .................................. Rough . ........ .. . to be occupied as ,A jo .....,S. / . Chimney . ............................................................... . tal�11Feve ryrespect co rmto the terms of the application on file in.. FinalProvided that the person accepting this perm 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 CONSTRUC HOARTS Rough ............... ...... ......... .... .. .. �..................... Service UILDING INSPECTOR Final Occupancy-Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. Burner FIRE DEPARTMENT Street No. FIESEE REVERSE SIDE Smoke Det. I Dimension Number of Stories: 2 Total square feet of floor area, based on Exterior dimensions. 2� Total land area, sq. ft.: Q ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANOER ZONE LITERATURE: Yes No j MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use F— ell "a v,j �2i'AMP lettf PSK I I ❑ Notified for pickup - Date Doc:.Building Permit Revised 2008 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 New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Buildinb Permit Revised 2008