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Building Permit #264 - 200 CHICKERING ROAD 1/22/2003 (3)
OWN OF NORTH ANDOVER-BUILDING DEPAR'T'MENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING for®fflCiai use oni BUILDING PERMIT NUMBER: DATE ISSUED: ..,� L -Q-3a), Z SIGNATURE: - 'Z L b 3 O B1lildin Commissioner/I or of Buildings Date (✓ 1.1 Property Address: F r� r.r 1.2J Assessors Map and Parcel Number: f r Z00 y.o ,¢ /o6 -� Map Number Parcel Numbs �s 1.3 Zoning Information: 1.4 Property Dimensions: v_ B 1. CqA'2-5s Nav f'Pj C- 27X, 9z-1 -ret 3Y6.2 7 Zoning District___ `_` 4 Proposed Use Lot Area Frontage 11 1.6•BUELDING SETBACKS(ft) m- Front Yard > Side Yard Rear Yard R red Provide R ed Provided Required Provided 9.83 2 � 1.7 Water Supply M.G.L.C.40.. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: N Public Private ❑ Zone Outside Flood Zone 'I*- ipal �r' Ou Site Disposal System ❑ `1 2.1 Owner Reeord EtZe rz e72 LLC 23/ !v'nz-' ,SE N.4V"AI W'. /'Z9 Olg�s o ame(Pri ) Address for Service: 1' - l0 6o rn Ignature v Telephone 2.2 Authoriz �40 ' c 0�6rt/ .E C3�¢p. ,6 e� �/ 'Cocp.W.." A,e. N e Print Address for Service: z S27- 9opo 0 Sign a Telephone Z M 3.1 Licensed Construction Supervisor Not Applicable ❑ 0 CS 07 8 s22 Address License Number 0 l l -S-LL AN o-i-.rof M Li sed Constru n sor: -.,. . A0-2 7-0'-/ Expiration Date 03-22 - 838i g r - Telephone r ,Registered ome Improv em t Contractor Not Applicable ❑ v Company Name Registration Number M. r Address r Expiration Date ' Z Signature Telephone 'Y, i t NA Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea........❑. No....-.0 SECTIOPT S P$OF1ESS# ri; i�1� G�NSR1C"�)1TAi 1ltV1CC) S 1P() $tJ�lal�tS AMIDUS 'xd? 5.1 Registered Architect: ' •��,RED Aq� r- 17 Name: LIS geST L �'T'�'LETh MA 414C�� $ No. 9085 Address BOSTON, O,y MASS. SignatureTelephone' Area of:Respons' •, Name: �- t '� ®N� NOTVVA ST.. 74JSMoyM hIFE 030 Registrati EHKHOU•- Address: 3 0 T UCTURA' rn o.38367 &3- 433-60631 /, ,Z65- Expiratiolf qF Si e Total G/STEQ • Not applicable 0 - —' Name: Registration:Nutitber. Address Signature Telephone Expiration Date Name Area of Responsibility'- Address esponsibility- Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date CM$4-ca ('pN�mJG;70�•► OtZPpfiARow. Not Applicable ❑ Company Name: EAe V . l`l4ya. Responsible In Charge of Construction New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) =❑> Addition ❑ _. `�r.�rte•-a._ ' Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description offProposed Work: �3 Okenot ;rVLi?d OF BUIt,GiiJG 2 JcGGul�JN� /'7Et:HAN�C.a(, pLVHg/N( FLEGT.e/LAL F,QE P,to7lsf r>o,c/, USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-I ❑ A-2 ❑ A-3 ❑ 1 ❑ N=4 ❑ A-5 ❑ 1 B ❑ B Business ❑ - k 2A ❑ C Educational ' ❑. - 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard •❑ *_ 3A ❑ IInstitutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ 3B p/ M Mercantile ' ` °' .0% 4 ❑ R residential` - ❑ R-I E -- R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑.--S-1 ❑ S-2 ❑ 5B ❑ U Utility 0 Specify: M Mixed Use W, Specify:, S-! S.� B,QSC.•sevr ��.% ; S Special Use ❑ Specify: COMPLETE THIS SECTION IF•EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels ,gip �e S,4.pZr�evT Floor Area per Floors 7-77-r -Sic Total Area s S JV Total Height(ft) 3+9g_170 i,NOMEER" Independent Structural Engineering Structural Peer Review Required Yes No ❑ SECTION 10a Owner Authorization- TO BE COMPLETED WHEN ' OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property Hereby autho _C& rCC4S n�✓Gz7o.., oe',01144 7701 to act on • y behalf,in lative tw work authorized by this buildin permit application Signature of Owner _ Date I, as Owner/Authorized Agent Hereby Tare that t. statements an information on the foregoing application are true and accurate,to the best of my knre(dtn ge and belief. derthe pains and pe ties of perjury � c.J Print Name i Signa - Date d ItemEstimated Cost(Dollars)to be b Completed t applicant P Y Pew PP� 1. Building i*w (a) Building Permit Fee 3,74s,Sic Multi lier 2 Electrical (b) Estimated Total Cost of �y Construction from(6) �3 7¢2 5vo 3 Plumbing Building Permit fee (a) x(b) 37420 4 Mechanical(HVAC) �- 5 Fire Protection 6 Total (1+2+3+4+5) �32��od Check Numbers u o�c ui f �i aid. Y.{✓ ; 5} J� s'3a R"A",`� " at tviNl 6¢ 7 q.:>5 key td`E,4.si` :..t P �` - y.Smydy,,,�y +.y ! d;. s S'4 r a k p (ti',a at rst fi. � i'`ti; h�,.r"u r t ' 'i iYu�i �-4 n S �'. ` 't+`+' ; " :: >:1^i brtis V s4 ..-tn f>a 3t i, tlYfJhr �yk4 s.:3' VSr ly.>,'Sr'F''<.�'.e si's<,h rn'`Pz"� }fir,: �.4 d ai•tt✓. `, 1::.: i!i ilr .4AI\ j F}.y r f OM�i WE i NO.OF STORIES -3 SIZE t BASEMENT OR SLAB BA�Q.rJevT" ` SIZE OF FLOOR TIMBERSAIN1ST . 2ND 3RD ` SPAN V421 J DEMENSIONS OF SILLS NA ` 4 C DEMENSIONS OF POSTS N�'• DIMENSIONS OF,GIRDERS VA Z tES HEIGHT OF FOUNDATION' THICKNESS A06 VA Z E5 SIZE OF FOOTINGVQQ I ES X MATERIAL OF CBR,64NEY FI-IZ-5,6 IS BUILDING ON SOLID OR FILLED LAND i IS BUILDING CONNECTED TO NATURAL GAS LINE r NGs ,2v1cE T u � �_ Bi S". S it i O FORM U - LOT RELEASE FORM IJ o44+ro�tc.=N n��s bL oqn s-p Ltr,/8-fD'4,�y8 INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT Terra Properties LL'' PHONE 9715-6b7-b20u LOCATION: Assessor's Map Number 46 PARCEL 34.,35136,106 SUBDIVISION Kittredge Crossing Condominiums LOT (S)— STREET Chickering Road ST. NUMBER ZM— ************************************OFFICIAL USE ONLY*********************************** REC_QAIMENDATIOF TOWN AGENTS: CO SERVATION ADMINISTRA OR DATE APPROVED DATE REJECTED COMMENTS Foning Bard of Appeals DATE APPROVED /a— —gam DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED _ DATE REJECTED i COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS_ DRIVEWAY PERMIT Mt FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE* ATE Oy Revised 9197 jm The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone am a homeowner performing all work myself. F-1 I am a sole proprietor and have no one working in any capacity ® I am an employer providing workers'compensation for my employees working on this job. Company name: OP>ECE C [�ST�ZUL`Tl��L C�C77014 Address 1 C--nT2T10Z4qE DiZ VE City: Phone#: 603— SZ7-90�To Insurance Co. MCMI L Policy# 310 Z9001�"� Company name: Address City: Phone#: Insurance Co. Policy# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. i I do herby certify under th pains an penalties of perjury that the information provided above is true and correct. i. Signature rx ,Yo Date 10-3(-0'Z- Print name I OFAA, c XP Phone# 661-S 2-7-IFO?6 Official use only do not write in this area to be completed by city or town official' Building Dept ❑Check if immediate response is required Building Dept ❑ Licensing Board FI Selectman's Office Contact person: Phone#: Health Department O Other FORM WORKMAN'S COMPENSATION �'>1�.��1�,�..+��;.w1.Rl , ��+T:.t�.�xr `w�++ �,'��,r�-.� ro �.���r����,stSaid l'�u"��uk Irl u� �n yes.=:�...y��:.,.::,.,. .. e = � 4f r § _ ). n �k "fie DATE IMM/DD/YY A C�RDTM ik i 111 IFICw T OTFk LI ► I�.MTi Y I IS f� ► C � � t� ,� f � ' / {. ?:asr�uamm.� +»; ° � � r � rw :.� s"., watts.,, �. a tGk� 4.ti a 08/1302 ),.+ PRODUCER 603-643-4540 THIS CERTIFICATE IS ISSUED AS A MATTER OF..INFORMATION A..B. Gile, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HaBOX 66 COMPANIES AFFORDING COVERAGE Hanover NH 03755 COMPANY A MEMIC INDEMNITY COMPANY INSURED COMPANY Opechee Construction B 11 Corporate Drive COMPANY Belmont NH 03220 C COMPANY D EM NIMIM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MM/DDIYY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG S CLAIMS MADE F-1OCCUR PERSONAL&ADV INJURY 5 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE S FIRE DAMAGE(Any one fire) $ MED EXP(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY 8 SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S I GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: �' i EACH ACCIDENT S AGGREGATE S EXCESS LIABILITY EACH OCCURRENCE $ UN113RELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM S A WORKERS COMPENSATION AND 1810060597 8/14/02 8/14/03 X TNRYT L7 CE1, ' u EMPLOYERS'LIABILITY x In EL EACH ACCIDENT $ 500000 THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE EL DISEASE-POLICY LIMIT $ 500000 OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS PROJECT: KITTREDGE CROSSING, NO. ANDOVER, MA CERT . timf ny"a. � yrs a v, N.— w ;25 „3' s. ate,"T:I aB IFICA>E HOLDER GEN,CELT(0 ��M �t' �w� TERRA PROPERTIES, LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE h EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL P.O. BOX 3039 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ANDOVER, MA 01810 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORI PAESENTATIV ��.. NORM ;�,��OR„Dy��,..siva+ew.r++srWv y+ COPY October 30, 2002 Mr. Tom Daigneault Opechee Construction Corporation 11 Corporate Drive Belmont, NH 03220 RE: STRUCTURAL PEER REVIEW FOUNDATION REVIEW - BUILDINGS A 1B' ` , `C' AND `D' KITTREDGE CROSSING �- (� pd'i i✓� o u T�lie ROUTE 125 - NORTH ANDOVER, MA (DEI Project No. D0738 -Billing Group 001) Dear Tom: Our firm was retained by Opechee Construction Corporation to conduct an independent struc- tural engineer review on the cast-in-place concrete foundation design for Buildings `A', `B', `C' and `D'in the above referenced project. Thobjective of this review The being to determine if the structural plans and specifications for the foundations on the above referenced project are in compliance with Structural Code requirements, following the guidelines established in " Section 110.11 and Appendix I " of the Massachusetts State Building Code, 780 CMR, Sixth Edition. This objective is limited in that it is to be only to the extent necessary to render an opinion regarding the stability and integrity of the primary foundation systems of the buildings. At no time shall it be construed that our office (Daigle Engi- neers, Inc.), the Structural Engineer Project Peer Reviewer, through this peer review, is supplant- ing, or joining with, the S.E.R. (structural engineer of record) in his or her professional responsi- bility for the design of the foundation systems for Buildings `A', B', `C' and `D' at the above refer- enced project. For our review, your firm provided us with the following structural drawings (bearing the wet seal and signature of the Structural Engineer of Record): Buildings `A' & `B': drawings No. S1-AB through S7-AB; Building `C': drawings No. SI-C through SS-C; Building D': drawings No. SI- D through S10-D. These referenced drawings, as prepared by JSN Associates, Inc., of Ports- mouth, NH, had the date 05/07/02 in the title block and the hand written date of 10/29/02 on the P.E. seal (wet seal) and were. The Structural Engineer of Record (SER), Hossein Salehkhou, P.E., signed and vet sealed these documents. As stipulated in "Appendix I" of 780 CMR, our office performed the following tasks: Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978 682 1748 978 682 6421 fax www.daiglepe.com DEI♦10r0/02♦3:25 PM♦ ♦D0738BGOO1L103002.doc#Page I oC2 ' Page 2 of 2 October 30, 2002 Structural Peer Review Mr. Tom Daigneault I. Checked to assure that the design loads are in conformance with the requirements of the Massachusetts State Building Code, 780 CMR- Sixth Edition. 2. Checked that the design criteria and assumptions conform to 780 CMR, and are in general compliance with accepted engineering practice. 3. Checked that the organization of the structure is conceptually correct and that the load paths are adequate to deliver forces from the building frame to the foundations and into the supporting subgrade. 4. Performed independent calculations for a representative fraction of the foundation Sys- tems, components and details, adequate to form a basis for our conclusions. During the course of our review of the foundation design, we exchanged correspondence with, and conferred directly by phone with Hossein Salehkhou, P.E., the SER, to request clarifications and to discuss issues of concern. All such issues of concern on the foundation design have been re- solved to our satisfaction. It is our professional opinion that the design loads and design assumptions used for the design of the building foundations on this project conform to the requirements of the Massachusetts State Building Code, 780 CMR, and are in accordance with accepted engineering practice. We further state that there are no unresolved disputes between the structural engineer of record (Hossein Salehkhou, P.E.) and the independent structural reviewing engineer (Daigle Engineers, Inc) related to the building foundation design on the above referenced project. We trust that this will satisfy the needs of your office. Please call if you have any questions or concerns. i Very truly, I DAIGLE ENGINEERS INC Donald L. Peach, M.S., P.E. (ext. 119) Senior Structural Engineer dpeach(adaiglepexom DLP/dlp © " t DEI + 10/30/02 • 3:25 PNl • • D0738BGOOIL103002.doc • Page 2 of 2 1 - FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT Terra P.ropegties, LLi' PHONE 978-6ts7--bWu LOCATION: Assessor's Map Number 46 PARCEL 34:.35,,36,106 SUBDIVISION Kittredge Crossing Condominiums LOT(S) STREET. . Chickering Road ST. NUMBER -ZOO_ 1*06) � USE ONLY*********************************** s REC ENDATI OF TOWN AGENTS: CO SERVATION ADMINISTRA OR DATE APPROVED DATE REJECTED COMMENTS 9,G fiUtg/ - Zoning B and of Appeals DATE APPROVED /o- DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY,PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE_ Revised 9197 jm OFFICE OF BUILDING. INSPECTOR pprtrH ' o ,..o„hyo ;? 0� WN OF NORTH ANDOVER TO . : CONSTRUCTION CONTROL ' �1SSACNU'+gt - PROJECT NUMBER: v PROJECT TITLE: /1/T7-2L1�GE C;2�SS/NG PROJECT LOCATION: 2O0 0116KE'-1,06 96 , 1,-)oe& 41vboy ,P /Yl NAME OF BUILDING: RLDG � NATURE OF PROJECT: MULTI- FAQL6r IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, VOefAcl-1 REGISTRATION NO. 4IoIFS 5 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL ffSTRUCTURAIL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. . AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED.USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals. which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING I UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TOT �'\���� SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCU N l ti No. 9085 ST SIGNA SUBSCRIBED AND SWORM TO BEFORE ME THIS DAY OF a001,SS� NOTARY PU IC MY COMMISSION EXPIRES Cs� tea' �xa®(6 pORTp OFFICE OF BUILDING INSPECTOR Of, 0 i? " . TOWN OF NORTH ANDOVER F A CONSTRUCTION CONTROL y9SSACHUSEt PROJECT NUMBER: PROJECT TITLE: K�1TP- C,E �nSS�t�i PROJECT LOCATION:_ ,200 Q--H%CKE�iy-_-sG 'READ NAME OF BUILDING: 76 2 NATURE OF PROJECT: MV4,7"/ `<1M14r HOW YN4- IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, sRk-x--tAKKov, REGISTRATION NO. 383 6- BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other er submittals, which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK; I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCU ANCY. . SIGN SUBSCRIBED AND SW RM TO BEFORE ME THIS (o A�k DAY OF -e c_em -er 20f�Q_ 00, NOTARY PUP9C MY COMMISSION EXPIRES 'M o.rc,' as) 1006 Ate. D - a ' November 11, 2002 Mr. Tom Daigneault Opechee Construction Corporation 11 Corporate Drive Belmont, NH 03220 RE: STRUCTURAL PEER REVIEW STRUCTURAL DESIGN REVIEW - BUILDINGS `A', `B', `C' and `D' KITTREDGE CROSSING ROUTE 125 - NORTH ANDOVER, MA (DEI Project No. D0738-Billing Group 001) Dear Tom: Our firm was retained by Opechee Construction Corporation to conduct,an independent struc- tural engineer review on the structural steel floor framing and prefabricated timber roof truss de- sign for Buildings `A', B', `C'and `D'in the above referenced project. The objective of this review being to determine if the structural plans and specifications for the building superstructure in these four referenced buildings in the above referenced project are in compliance with Structural Code requirements, following the guidelines established in " Section 110.11 and Appendix I " of the Massachusetts State Building Code, 780 CMR, Sixth Edition. This objective is limited in that it is to be only y to the extent necessary to render an opinion regarding the stability and integrity of the primary foundation systems of the buildings. At no time shall it be construed that our office (Daigle Engineers, Inc.), the Structural Engineer Project Peer Re- viewer, through this peer review, is supplanting, or joining with, the S.E.R. (structural engineer of record) in his or her professional responsibility for the design of the foundation systems for Build- ings `A', B', `C'and `D'at the above referenced project. For our review, your firm provided us with the following structural drawings (bearing the wet seal and signature of the Structural Engineer of Record): Buildings `A' & `B': drawings No. S1-AB through S7-AB; Building `C': drawings No. S1-C through S8-C; Building `D': drawings No. S1- D through S10-D. These referenced drawings, as prepared by JSN Associates, Inc., of Ports- mouth, NH, had the date 05/07/02 in the title block and the hand written date of 10/29/02 on the P.E. seal (wet seal) and were. The Structural Engineer of Record (SER), Hossein Salehkhou, P.E., wet sealed and signed these documents. Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978 682 1748 978 682 6421 fax www.daiglepe.com DEI♦11/11/02♦4:33 PM♦ ♦D0738B0001LI 11102.doc♦Page 1 of 2 Page 2 of 2 November 11, 2002 p Aft Structural Peer Review Mr. Tom Daigneault As stipulated in "Appendix I" of 780 CMR, our office performed the following tasks: 1. Checked to assure that the design loads are in conformance with the requirements of the Massachusetts State Building Code, 780 CMR- Sixth Edition. 2. Checked that the design criteria and assumptions conform to 780 CMR, and are in general compliance with accepted engineering practice. 3. Checked that the organization of the building structures is conceptually correct and that the load paths are adequate to deliver forces from the building frame to the foun- dations and into the supporting subgrade. 4. Performed independent calculations for a representative fraction of the foundation sys- tems, components and details, adequate to form a basis for our conclusions. During the course of our review of the foundation design, we exchanged correspondence with, and conferred directly by phone with Hossein Salehkhou, P.E., the SER, to request clarifications and to discuss issues of concern. All such issues of concern on the foundation design have been re- solved to our satisfaction. It is our professional opinion that the design loads and design assumptions used for the design of the building superstructures in the four referenced buildings in this project conform to the re- quirements of the Massachusetts State Building Code, 780 CMR, and are in accordance with ac- cepted engineering practice. We further state that there are no unresolved disputes between the structural engineer of record (Hossein Salehkhou, P.E.) and the independent structural reviewing engineer (Daigle Engineers, Inc) related to the building foundation design on the above referenced project. We trust that this will satisfy the needs of your office. Please call if you have any questions or concerns. Very truly, DAIGLE ENGINEERS INC t 1 Donald L. Peach, M.S., P.E. (ext. 119) Senior Structural Engineer dpeach(40aiglepe.com DLP/dlp DEI♦ 11/11/02 4:33 PM♦ ♦D0738BGOOILI I I 102.doc Page 2 of 2 A Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1 ,REO AfjCy�l Data filename: A:\\OP,CHEE-bldg23.rck TITLE:Kittredge Crossing 85 S. �J CITY. Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE:Multifamily HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:01/07/03 DATE OF PLANS: 5/28/02 PROJECT INFORMS TION: Building 2&3 North Andover,MA COMPANY INFORMATION: OPECHEE Construction Corporation I I Corporate Drive Belmont,NH 03220 603.527.9090 NOTES: Based on: Therma-Tru Classic Draft Sidelite w/Half Doorlite Paradigm Windows�ow E Andersen Patio Door COMPLIANCE:Passes Maximum UA=2254 Your Home UA=2174 3.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 9445 30.0 0.0 331 Wall 1: Steel Frame,16"o.c. 7738 15.0 0.0 519 Window 1: Wood Fr#me:Double Pane with Low-E 2436 0.330 804 Door 1: Solid 540 0.260 140 -Basement Wali 1: Solid-Concrete or Masonry 3028 0:0 10.8 163 Wall height: 9.5' Depth below grade:8.5' Insulation depth: 9.5' Floor 1: Slab-On-Grade:Unheated 319 10.8 217 Insulation depth:4.0' Furnace 1:Forced Hoyt Air, 78 AFUE 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 Massachusetts Energy Code requirements in REScheckVersion 3.5 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Checklist. The heating load for his building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/besigner Date I I i I REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Yersion 3.5 Release 1 DATE:01/07/03 TITLE: Kittredge Crossing Bldg. Dept. Use 1 Ceilings: [ ) I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Gr�de Walls: [ ] I 1. Wall 1: Steel Frame, 16"o.c.,R-15.0 cavity insulation Comments: Basement Walls: [ ] I 1. BaseTent.Wall 1:Solid Concrete or Masonry, 9.5'ht/8.5'bg/9.5'insul, R-10.8 continuous insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Pages Frame Type Thermal Break? [ ]Yes[ )No Comments: I Doors: [ ] I 1. Door l: Solid,U-factor:0.260 Commepts: Floors: [ ) I 1. Floor 1. Slab-On-Grade.Unheated,4.0 insulation depth,R-10.8 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,pe rtrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling city and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rand,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The fighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials identification: [ ] I Materialsd equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U factors must be clearly marked on the building plans or specifications. Duct lusulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastiff and fibrous backing tape installed according to the manufacturer's installation instruction. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each dwelling unit(non-dwelling areas must have one thermostat for I each system or-zone). A manual or automatic means to partially restrict or shut off the heating and/or coping input to each room shall be provided. Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Heating an�-Cooling Equipment Sizing: [ ] I Rated outpt capacity of the heating/cooling system is not greater than 125%of the design load as I specified i Sections 780CMR 1310 and AA Circulating Hot Water Systems: L ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating-nd Cooling Piping I nsulatioa: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. 4 ' Table 1. Minimum Insulation Hot Water or Circulating Thickness.fPipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insula ion Thickness for UVAC Pipe Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD kBuilding Department Use Only) at least seventy five(75)percent of the minimum lot area reqs►fired forzoning shall be contiguous land other than land located within a line identified as wetland reso(,rce areas in accordance with the Wetlands Protection Act, ,Massachusetts General taws, Chapter 131Section 40 and the Town of North Andover Wetland Protection Bylaw, Chapter 178 of the Code of Nor, Andover. The proposed structure must be constructed on said designated contiguous land area."A wi Jver is granted from this section so much as the addition of the 5,000 SF t of the Trustees of Reservations's land area.to the main portion of the lot constitutes anew lot, or that the project would be required I o meet these requirements. 2. A waiver from the dimensional requirements of S� :.tion 7.3 Yards (Setbacks) is granted for all zoning districts listed. This waiver is granted to construct thy; buildings as indicated on the site plan. See the specific listing in Table 2 below. 3. Awaiver from the dimensional requirements of Sectic n 7.4 Building Heights is granted for all zoning districts listed.This waiver is granted to construct a three sto I,y building with a basement and a sloped roof as indicated on the Architectural Drawings. See the specific: listing in Table 2 below. 4. A waiver from the dimensional requirements of Sect i:m 7.5 'Lot Coverage is granted for the zoning districts listed. This waiver is granted to construct the bui slings as indicated on the site plan. See the specific listing in Table 2 below. 5. A waiver from the dimensional requirem..ents of Sect ion 7.6 Floor area Ratio (FAR) is granted for the zoning districts listed. This waiver is granted to constrL-:t the buildings as indicated on the site plan. See the specific listing in Table 2 below. 6. A waiver from the dimensional requirements of Seci can 7.7 Dwelling Unit Density is granted for all zoning districts listed. This waiver is granted to construct th buildings as indicated on the site plan. See the specific listing in Table 2 below. 7: The following list of waivers as described above are a '.anted from Table 2,Sumtt^iaty of Dimensional Requirements, as referenced throughout the By-Law: Tat, e 2 changes are listed below for all zoning districts. TABLE 2: The following waivers are required as listed in this, table: a. Change height to 55' from 35' in the R-4, R•,:i, B-1 Zone b. Change front and rear setback to 10'from Y R-4, R-5, B-1 Zone C. Change side setback from 15' in R-4 Zone, ;?5' in R-5 Zone and 20' in B-1 Zone to 9.83' in these three zones. d. Delete FAR requirement in B-1 Zone. Rage -18- i e. Delete lot coverage requirement in R-5 and 3-1 Zone f. Permit density of 19.90 units/acre in R-4, R , and Q-1 Zone for Density Max/Acre line. g. Delete note 2 requirement for an additional ' 5' buffer zone adjacent to a residential district as this note may apply to I his project. h. Delete the note 6 requirement for townhous; dimensions as this note may apply to this project. i. Delete the note 7 requirement for additional -equirements for apartments and townhouses as this note may apply to this pr eject. j. Delete the note 12 requirement for multi-fam ily structures and site plan review requirements as this note may apply to this ,roject. Section 8 Supplementary Regulations 1. A walver from Section 8.1.2 listing of Uses and /linin ium Spaces Required for Off-Street Parking. site plan. Change Minimum Spaces 'S ranted to allow for the parking ratios indreat.d on the p 9 p This waiver r, P g T g Required from 2 spaces per unit to 1.6 spaces per unit.This onciudes all associated accessory uses such as the complex office and common spaces. 2. A waiver from Section 8.1.7 is granted which reads:/ parking space shall mean an area of notless than 9'xi8; accessible over an unobstrucfed driveway not i:ass than,25'wide.A waiver from this section is granted to allow for driveways of 24'.wide adjacent to pei king spaces and 20' wide where driveway is used for two way access between parking areas in which n,: parking space is directly accessed from the 20' wide driveway. 3. A waiver from Sections 8.1.8 Is granted which ready For multifamily dwellings the front yard shall not be used for parking for accessory uses.A waiver from tl-is sectiortin its entirety is gra�ted in as much j as this section could be construed to prohibit parking as inr.icated on the site plan. 4. A waiver from Sections 8.1.9 is required which read. In all residential districts the front yard shall not be used for parking for accessory uses.A waiver from ti-is section in its entirety Is granted in as much as this section could be construed to prohibit parking as in+.icated on the site plan. 5. A waiver from Section 8.3 Site Plan Review in its en lirety is granted in as much as this project is regulated by the requirements under a Comprehensive Pe!-mit (Chapter 408) and is exempt from such review. Page -19- OFFICE OF BUILDING INSPECTOR l^ TOWN Y OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER:------------------ ------------------------------ PROJECT TITLE:________{Ci -ved �_— QSd i g PROJECT LOCATION: cJL;X _ ! NAME OF BUILDING:-----3-JI," -< l I,�t c�--- --------- ------------°0 ----- cvr�I Sr r[ NATURE OF PROJECT:____— u� IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Nossx-j►__*s _REGISTRATION N0. 383 6_A BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: j�A09: s HOSSEIN to SALEHKH:OU STRUCTURAL ENTIRE PROJECT ® ARCHITECTURAL STRUCTURAL ® MECHANICA No.38367 0 _ NAL FIRE PROTECTION ® ELECTRICAL ° OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY.. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE"WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to.become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC UPANCY. URE SUBSCRIBED AND SWORM TO BEFORE ME THIS ' DAY OF _ o�us 20®2 I NOTARY P LIC MY COMMISSION EXPIRES Mord\ 18 U06 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having Jurisdiction have been obtained. This does not relieve .the applicant and/or landowner from,compiiance with any applicable.or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT__ Terre Rroperties, L1 PHONE 97t±j7-b20U LOCATION: Assessor's Map Number 46 PARCEL _34,35,36,106 SUBDIVISION Kittredge Crossing Condominiums LOT(S) STREET Chickering RoadZ, ST. NUMBER k ***ti`********f**"*""`**,►** *****"OFFICIAL USE ONLY************ REC9J4MqN1DATI29 OF TOWN AGENTS: CO SERVATION ADMINISTRA OR DATE APPROVED DATE REJECTED COMMENTS / �► G�%� ' honingB and of Appeals DATE APPROVED DATE REJECTED COMMENTS i I FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS VPUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVE W . ,PERMIT ✓FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE J A 1v 1 7 2003 BUILDING DEPT.