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HomeMy WebLinkAboutBuilding Permit # 6/9/2015 1 NORT)i tti 6 BUILDINGPERMIT ® te ,�o ;b TOWN OF NORTH ANDOVER ° APPLICATION FOR PLAN EXAMINATION ® ` Permit No#:qqo Date Received �SSgcHu5�� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION I0 014 CL .� 1 0 V Pr tt PROPERTY OWNER m � r r Ci 100 Year Structure yes MAP I b7 PARCEL: ZONING DISTRICT: Historic District yes n Machine Shop Village e Y es TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other �10`11 ,�, ! oxnr nd� rMudr u,�',�1�Pn��1��k�?1°7�6 ., uNC", 6�'�Y�I�In °�`�I� "°✓��N' I� DE CRIPTION OF W RK TO BE PERFORMED: Identification Pleas Type or Print Clearly OWNER: Name: &1.a r° l r Phone: 1ff ` -` Address: l Do Flaog rr') r/1)t/e v, e)a Contractor Name: Phone: ' 1 Email: Address: W Supervisor's Construction License: Exp. Date Horne Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PERS 00.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ I go, oo o FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaran fund ,rnpm, l7or / r'Tur7 , Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast ®r service drop requires approval of Electrical Inspector Yes N® DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G rnin.sloo-si000 fine NOTES and DATA— (For department us U Pl e LJ Notified for pickup Call Email Date Time Contact Name Doc.Building Pomit Revised 2014 ®RT y Town of It *17" nclover ® ~ T o LAKE � h vl+i' G4s�7y 5 cOCMICMe WICK ® RATE® Is BOARD OF HEALTH Food/Kitchen PErxMIT T LD Septic System THIS CERTIFIES THAT NVJPM�ew..... ,., „Q , ,,,,,,,,,,,,, ,, ,,, BUILDING INSPECTOR has permission to erect .......................... buildings on ... ..... .� la .6hA"i. "I........................... Foundation Rough to be occupied as .. . .41.E . ..... . . ... .. 6 .. . .6........... a ..... ..................... chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in 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 PERMITI IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO VBTRS Rough Service ................ ..OJ(t ........L....................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildin Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing r Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. Initial Construction Control Document H To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the YO' Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Advance Reprographics Date: 03/02/15 Property Address: 100 Flagship Drive,Andover,MA Project: Check(x) one or both as applicable: New construction X Existing Construction Project description:New exhaust and makeup air systems 1,Andrew W. Arsenault,MA Registration Number: 50816 Expiration date: 06/30/16, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review, for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Construction Control Document'. tiRtJ OF IEA Enter in the space to the right a"wet"or electronic signature and seal: ANDREWW ARSENAULT MECHANICAL NO50816 Phone number:207-337-2473 Email: awallc@maine.rr.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 B Gosselin From: Andrew Arsenault <awallc@maine.rr.com> Sent: Tuesday, May 26, 2015 12:37 PM To: 'Dave Magnuson'; B Gosselin Cc: Doug Waitt Subject: RE:Advance Reproduction Attachments: 2015-03-02 Initial CCD Adv Repro.pdf, 2015-03-02 Adv Repro 14152 Mech Stamped.pdf Bob -Attached please find the stamped drawings and the Initial Construction Control Document. Dave will need to do a site inspection before we can issue the Final Construction Control Document. Andy Andrew W. Arsenault,P.E., LEED AP AWA LLC For Design Day Mechanicals, Inc. 81 Pointed Fir Blvd Wells, ME 04090 207-337-2473 awallc y, .maine.rr.com From: Dave Magnuson [ma iIto:Dave @dmdrafting.com] Sent:Tuesday, May 26,2015 11:27 AM To:'B Gosselin' Cc:'Andy Arsenault' Subject: RE: Advance Reproduction Perfect,thanks Bob. Andy and I we discussing it, and he was pretty sure the "initial construction control document" was what you needed too. I've CC'ed him on this email Dave Magnuson DM Drafting& Design, LLC Email: Dave@DMdrafting.com Phone: (603)463-1086 From: B Gosselin [mailto:BGosselin(d)correcttemp.com] Sent: Tuesday, May 26, 2015 11:01 AM To: Dave Maguson Subject: Advance Reproduction Hi Dave, The inspector called for an Initial construction control document, a final affidavit and stamped drawings. You can just email and if he requires a wet stamp i will let you know. Thanks Bob Gosselin i Sent from my Galaxy S,killl 2 Initial Construction Control Document gll�ll (This Document is for Structural Design and Construction Review.) I it r d Submitted by a Registered Design Professional v�iu for work per the 8t"edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Advanced Reproductions North Andover MAU Roof Load Review Date: May 26,2015 Project Address: 100 Flagship Drive-North Andover,MA DEI Proj.No.: D3222.1 Project: Check(x)one or both as applicable: ❑New Construction ® Existing Construction Project Description: Installation of two MAU units per DEI structural sketches SK-1 through SK-5 dated 3/23/15 I, Jonathan M. Lon cg Kamp, P.E., of Daigle Engineers, Inc. MA Registration Number: 35867 Expiration Date: June 30, 2016, am a registered design professional, and I have prepared or directly supervised the preparation of the structural de- sign plans,computations and specifications concerning: ❑ Architectural ® Structural ❑ Mechanical ❑ Fire Protection ❑ Electrical ❑ Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engi- neering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary pro- fessional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as deemed necessary based upon the complexity of the work. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to formulate our professional opinion if the work is being performed in a manner con- sistent with the intent of the construction documents,industry standards, and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent com- ments, in a form acceptable to the building official. Upon completion of our construction review services, I shall submit to the building official a`Final Construction Control Document'. DEI shall be relieved of all construction verification responsibility if the final construction contr ment can not be provided. tA OF�141ss Enter in the space to the right a"wet"or pz� JONATHAl,1 electronic signature and seal: U ON A STRUCTURAL in No.35867 X15 T>~������4 Phone Number: 1-978-682-1748 ext. 117 Email: jlongchamp daigleengineers.com ss� F,T 11 U Building Official Use Only Building Official Name: Permit No.: Date: B Gosselin From: Jon Longchamp <jlongchamp@daigleengineers.com> Sent: Tuesday, May 26, 2015 10:01 AM To: B Gosselin Cc: Benjamin Bolger Subject: FW:Advance Reproductions MUA 1&2 Attachments: D3222.1-ICCD-052615.pdf Bob Attached is our initial construction Control document. Please let us know when you are ready for us to view the completed structural work. We will just handle this additional work on an hourly basis. Very Truly, Daigle Engineers, Inc. Jon Longchamp Jonathan M. Longchamp, PE, SECB Principal/President Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978-682-1748 (ext. 117) 603-489-9116 (cell) 978-682-6421 fax http://www.daigleengineers.com This electronic document contains information from Daigle Engineers Inc. (DEI)which may be confidential,privileged or otherwise protected from disclosure under applicable law.If you have received this transmission in error,please notify DEI via return email and delete the original message and any attachments immediately without distributing this information to any other party. Electronic drawing files are intended'for information"purposes only.DEI assumes no liability for their accuracy,nor any responsibility for their alteration or transfer.Electronic drawing files shall in no way be used in lieu of stamped and signed structural drawings From: Jon Longchamp Sent: Monday, March 23, 2015 2:10 PM To: 'B Gosselin' Cc: Benjamin Bolger Subject: RE: Advance Reproductions MUA 1&2 Bob Attached are the stamped sketches for construction. Please let us know if there are any questions or you need additional assistance. Very Truly, i A B C 0 00 ` I 30 �..... EXISTING BUILDING COL. (TYP.) MAU 02- MAU-I I 3 nLj im 20 I SK-2 ^` ` S Ej_ _ o nn C 5 hi C EXISTING ROOF TOP EQU PMENT REVIEWED// INSTALLED B OTHERS. EXISTING BUILDING (TYP.) CALLED NORTH 10 KAY ALAN APPROX. SCALE. 1/32-= V-0- PROJECT: MAU ROOF LOAD REVIEW FOR: 5TAMP: DRAWN BY: DATE: tA of lvt�ss�^ BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER �� JONATHAN y DESIGNED BY: REVISION DATE I: 100 FLAG5HIP DRIVE-NORTH ANDOVER, MAS f• BKB/JML LONGCHAhAP CHECKED BY: REVISION DATE 2: 5TRUCTURAL y No.3`,1887 JML Daigle Engineers, Inc. DEI JOB NO.: SKETCH NO.: lowr * I East River Place ° /s TE ���` D3222 Methuen, MAO 1844-3818 SSJ MAL E� 5K- I CLIENT NO.: 978 682 1748 SKETCH SEQUENCE: www.claicjlcencjincer5.com 978 G82 G42 I (fax) 5 NATURE I OF 5 ©oe zo i a V ALIGN LONG SIDE OF CURB DIRECTLY OVER JOIST GIRDERS ON GRID LINE "B". EXIST. 2G" DEEP OPEN WEB STEEL JOISTS @ 5'-0" O.C. — (TYP.) I PROPOSED 'MAU-P RTU. MAX. O ERATING WT. (INCLUDES CURB AND ACCESSORIES) 40 H552%2x2%Zx3/6'TIGHT TO SHALL NOT EXCEED 2,400 Ib5 . UNDERSIDE OF DECK. LOCATE 5K-4 UNDER UNIT CURB. MT.) EQUAL HSS2,/12x2/'2x3/6' (12" LONG) FOR ADDED CURB --- -- -� L3x3x3/6"TIGHT TO UNDERSIDE SUPPORT (ON TOP OF JOIST GIRDER). OF DECK, LOCATE UNDER UNIT CENTER OVER JOIST GIRDER t TACK WELD IN I CURB. PLACE, 3 r— --a 41 I � � SEXIST. ROOF ' HSS 2%2x2%2" TO BEAR ON TOP OF EXIST. 1 I K-4 J015T (TYP.) JOIST GIRDER(TYP. -TACK WELD IN i ,' PLACE). - t--- EX ST. HSS 6x6 BL G. COL. L__ _ __ J EQUAL _4 REMOVE EXISTING RTU AS SHOWN ON ROOF DECK PEN RATION, MECHANICAL PLANS. COORDINATE WITH MECH. DWG's. EXIST. WALLS EXIST. 28" DEEP JOIST GIRDER BELOW -JOIST STIFFENER. SEE DETAIL' *p�RTIAL ROOFFRAMING PLAN MAU-1 INSTALLATION)AROX.SCALE: 1/4"= 1'-0" PROJECT MAU ROOF LOAD REVIEW FOR: STAMP: DRAWN BY: DATE: LA OF t,14,s BKB 3/23/15 BY:ADVANCED REPRODUCTIONS N. ANDOVER �oz�,LJONALTHAD! 9cyN DesiGNED BKB/JML RE�SIQNDATE 100 FLAGSHIP DRIVE-NORTH ANDOVER, MA o LONGCHAMp CHECKED BY: REVISION DATE 2: v STRUCTURAL u JML No.35867 Daigle Engineers, Inc. 9 �QG ¢�O w4 DEI JOB NO.: SKETCH NO.: all R. ft I East River Place ISTD ` D3222 ~ Methuen, MA 0 1844-3818 SS! NAL ��� 5K-2 CLIENT NO.: 978 G82 174,5 SKETCH SEQUENCE: www.daigleengineer5.00M 978 G82 G42 I (fax) 5 NATURE 2 OF 5 ©oa 20 11 T EXIST. 20 DEEP OPEN WEB ALIGN LONG SIDE OF CURB DIRECTLY STEEL JOISTS @ 5-0" O.C. OVER JOIST GIRDERS ON GRID LINE"C". (TYP,) PROPOSED 'MAU-2' RTU. MAX. OPERATING WT. (INCLUDES CURB AND ACCESSORIES) SHALL NOT EXCEED 2,400 I1?5 . 40 f'ISS2/2x2%2X3/G"TIGHT TO UNDERSIDE OF DECK, LOCATE SK-4 UNDER UNIT CURB. (TYP.) ����� EQUAL HSS2'12X2 2X316" (12" LONG) FOR ADDED CURB SUPPORT (ON TOP OF JOIST GIRDER). L3x3x3/6"TIGHT TO UNDERSIDE CENTER OVER JOIST GIRDER�TACK WELD IN OF DECK. LOCATE UNDER UNIT URB. (TYP.) PLACE. ' 2 41 5K-4 HSS 2%2x2/2"TO BEAR ON TOP OF EXIST. JOIST GIRDER(TYP. -TACK WELD IN EXIST. HSS 6x6 BLDG. COL. PLACE). EQU �f. EXIST. ROOF DRAIN (BELOW MAU-2 EXIST. ROOF FANS) TO REMAIN. EXIST. WALLS JOIST (TYP.) EXIST. 28" DEEP JOIST GIRDER BELOW - JOIST STIFFENER. SEE DETAIL"41/5K-4" 30 PARTIAL P?�F FRAMING PLAN (MAU-2 INSTALLATION) APPRox.SCAL1'0" PROJECT: MAU ROOF LOAD REVIEW FOR: STAMP: _ DRAWN BY: DATE: 1 P�-jA 6FtgySsgn BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER 3 DESIGNED BY: REVISION DATE I: 02 JONATHAN ! BKB/JML 100 FLAG5HIP DRIVE-NORTH ANDOVER, MA LONGCHAMP STRUCTURAL y CHECKED BY: REVISION DATE 2: No.35867 JML Daigle Engineers, Inc. 9 �� P°,4 DEI JOB NO.: SKETCH NO.: + I East River Place o /STS. �a Methuen, MAO 1844-3818 Sgt NAL E��x D3222 5K-3 CLIENT NO.: 978 G62 1748 r( r SKETCH SEQUENCE: www.claicjlecncjincer5.COM 978 G82 G42 I (fax) 5 NATURE 3 OF 5 ©on zo i; PROPOSED RTU NOT SHOWN JOIST JOIST EXTEND CLIP L JOIST TyP• T,P I" MIN. BEYOND CENTERLINE OF JOIST HSS x2%2 I '0/ HSS 2/12x2/12 VERIFY w/ 01 L3x3"TIGHT TO UNDERSIDE CURB OF METAL DECK (TYP.) Y4' THICK CLIP SEAT EXIST. 2G"JOIST AS REQ'D (Tl'P.) I" MAX. (TOE OF JOIST (TYN SEE DETAIL"4 1" FOR REQ'D TO BACK OF CLIP Q JOIST STIFFENERS. L SEE DETAIL"4 1" FOR REQ'D JOIST STIFFENERS. 40 TYPICAL P ��GLE FRAME SECTIONAPPROX.SCAL3/4"= RTU CURB AND ANGLE DBL. IY2x IY2x3/6" JOIST STIFFENERS FRAME SUPPORT POINT (ONE EA. SIDE OF JOIST). PROVIDEYB' RTU CURB SUPPORT POINT GAP BETWEEN END OF STIFFENER (CENTER ON JOIST GIRDER) JOIST CHORD (TYP. @ TOP. t BOT.) I/a EXIST. JOIST GIRDER EXIST. JOIST I/8 DO NOT GOUGE, NICK, OR DAMAGE JOIST DURING WELDING OF STIFFENER ANGLES. i TYP. JOIST STIFFENER DETAIL 4 I APPROX.SCALE: 3/4" =1'-0" PROJECT: MAU ROOF LOAD REVIEW POR: 5TAMP: DRAWN BY: DATE: H OF t�SSS BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER sem' JONATHAN q� DESIGNEDBY: REVISION DATE I: �p M, � BKB/JML 100 FLAGSHIP DRIVE-NORTH ANDOVER, MA "ELONGCHAA4P CHECKED BY: REVISION DATE 2: Q STRUCTURAL Na.35867 JML Daigle Engineers, Inc. . M • I East River Place Pp °G/STgP°\�w� DEI JOB NO.: SKETC NO.: Methuen, MA O 1844-3818 SSS NAL��G CLIENT NO.: 5K-4 .: 978 682 1748 SKETCH SEQUENCE: ©o�20 1 awWw.daigleengineer5.com 978 G82 G42 I (fax) S NATURE 4 OF 5 GENERAL NOTES 1 . STRUCTURAL STEEL: A) ALL STRUCTURAL STEEL ROLLED SHAPES, PLATES, BARS, AND "HSS" HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO THE FOLLOWING: ASTM A500 - GRADE B (Fy = 4G k5I): SQUARE RECTANGULAR "HSS" ASTM A3G (Fy = 3G k5I): ALL OTHER STRUCTURAL STEEL SHAPES B) ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS, C) ALL WELDED CONNECTIONS SHALL BE MADE USING E70XX ELECTRODES. WELDING SHALL COMPLY WITH A.I.S.C. AND A.W.S. SPECIFICATIONS AND SHALL BE PERFORMED BY A.W.S. CERTIFIED WELDERS. WELD SIZES NOT INDICATED ON THE DRAWINGS SHALL BE MINIMUM WELD SIZES, AS REQUIRED BYTHE A.I.S.C., BASED ON THE THICKNESS Of THE THICKER MEMBER IN THE CONNECTION. D) THE GENERAL CONTRACTOR AND HIS SUBCONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER Of RECORD (S.E.R.) OF ANY AND ALL DEVIATIONS PRIORTO FABRICATION/ERECTION. E) ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A RUST-INHIBITIVE PRIMER. TOUCH-UP ALL SCRATCHES, WELD BURNS, AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED. 2. MISCELLANEOUS: A) THE GENERAL CONTRACTOR SHALL VERIFY ALL DETAILS AND DIMENSIONS WELL IN ADVANCE OF THE WORK TO PREVENT DELAYS IF ADJUSTMENTS HAVE TO BE MADE AND TO AFFORD AMPLE TIME TO ADJUST LAYOUT IF SO WARRANTED, NOTIFY ENGINEER OF ANY DISCREPANCIES. B) ALL WORK SHALL COMPLY WITH THE 2009113C * 8TH EDITION MASSACHUSETTS BUILDING CODE. C) CONTRACTOR/SUBCONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE FOR FULL COMPLIANCE WITH ALL FEDERAL OSHA SAFETY REGULATIONS AND REQUIREMENTS RELATED TO THE PROJECT. D) THE EXISTING CONDITIONS SHOWN HAVE BEEN BASED ON VISUAL OBSERVATIONS ONLY, AND IS NOT A RESULT OF AN IN-DEPTH INVESTIGATION INTO THE STRUCTURE ITSELF. IT IS THE CONTRACTORS RESPONSIBILITYTO CONDUCT IN-DEPTH INVESTIGATIONS AND/OR TESTING WHEN UNKNOWN CONDITIONS ARISE. ALL DIMENSIONS RELATED TO THE EXISTING CONSTRUCTION ARE APPROXIMATE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE FABRICATION, AND THAT ALL DETAILS ARE COMPATIBLE WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH, OR CONDITIONS THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS, BEFORE PROCEEDING WITH ANY WORK. E) THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS, OFFSETS, SPACINGS, ETC. FOR ANY STRUCTURAL FRAMING MEMBERS, FOUNDATION WALLS, ETC. PROJECT: MAU ROOF LOAD REVIEW FOR: STAMP: DRAWN BY: DATE: �P N of;r,1,�ss�^ BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER ��' JONATHAN r DE51GNED BY: REVISION DATE 1: M. G BKB/JML 100 PLAG5hIP DRIVE-NORTH ANDOVER, MA LON CHAMP U STRUCTURAL ti CHECKED BY: REVISION DATE 2: Na.35867 JML . Daigle Engineers, Inc. . I East River Place sp /5T' 4°\ " DEI J013D3222 Methuen, MA O 1844-3818 SKETCH NO.: SSr NAL EN�� CLIENT NO.: 5K-5 978 G82 1748 SKETCH SEQUENCE: www.dalglcenglncer5.com 978 G82 G42 I (fax) s NATURE 5 OP 5 ©on 20 1. 05/29/2015 14 :44 FAX 978 885 1771 ADVANCE REPRODUCTIONS 002/002 Affidavit Advance Reproductions Corp. Make Up Air Roof Top Installation ` state as follow: I_ I am the owner of the property/building located at 100 Flagship Drive, North Andover MA 2. 1 atm the president of Advance Reproductions Corp, residing at 100 Flagship Drive, North Andover MA, 3. 1 give permission to Correct Temp Inc,, 268 Hampstead Stret?t, MethUen MA to install necessary make up air rooftop units and ductwork for Advance Reproductions Corp. located at 100 f=lagship Drive, North Andover MA. Property Owne /Pre nt ate 100 f=lagship Drive North Andover, MA 01.84`5 Notary Public T MAY 2 9 ZU15 Ns-<rWy ibli Tinted Name Date MAY 2 9 Z915 _......_ Z Miry Ptak is Signature Date ,�s� Crimmission expires on A`i day of 20 '" n,0 L'� ,r`'