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Building Permit #310 - 1160 GREAT POND ROAD 10/23/2007
BUILDING PERMIT o�"°oT 6 TOWN OF NORTH ANDOVER c? a `° APPLICATION FOR PLAN EXAMINATION Permit NO: 31 0Date Received �9SSAToo CHUS��5 Date Issued: o 0 PORTANT:Applicant must complete all items on this page 7 C CAT]ON meq.. �lStbl�trl� eS `. MAP N PACEI. 3NING 1 �C ` 3- :�; TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg )!� Others: A% ❑ Demolition ❑ Other �v�YE )J"-rQOFtT vtwr w--L I �Set�C Well SY kfi X89 k YS^ .i3 P ohot ❑We#lstds lllathed ®strc, �,r¢ aterlS�wer ' y DESCRIPTION OF WORK TO BE PREFORMED: Z--�tc'2-1 ."3G�c�(3� �F ��v��,���c+r�k�, y�<..s�ci�cJu� G��►'Tai��+�+co ���r�«:� Identi cation Please Type or Print Clearly) bler V T OWNER: NamePhone:11 Address: 'ikc Q Gv-r -v °�7m ,�,� -k4""C--M F � IN I KA Name ' I ficin ' , Adress, " 1 k ; i '" � - o z auce �` Supervispr's Cans#ructiar y :,H©fie lmpr4vet ter t�IC , ARCHITECT/ENGINEER �v-L-A\'Te¢-pzo- `��,e., Phone: f01 � -` �'�P 'LLA Address:bf s lop& W '7ywa,j Inc , ®Z\`® 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: $ tC'G.°Z �f -� FEE: Check No.: �/- o 77 j� Receipt No.: — NOTE: Persons corotn,�uith unregistered contractors do not have a s to ie guara fund �J Signature of AgentJOwner Signa ureaf'c©rtracfioP � /}S o-fG /`dam 3ceeow-.' i sa — 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:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 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 ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments r - - Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit Located at 384 Osgood Street iFIRE.,pEPARTIVIENT DU:m' $51 located at '2 ��f J tf t y)H ar w e 5 ire© partmen>t innatureldate � q . 1COW Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date ................................................. ................................................ ................................................................................................................................................................................................................................................ ............................................................................. Doc.Building Permit Revised 2007 Location No. 3/d Date MORTh TOWN OF NORTH ANDOVER FO.?O•,t`•O ••,MO R O P Certificate of Occupancy $ 0 e12 io ° CHU t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ /03;?u2 . Check #f 0 7 -7? 207 -17 Building Inspector Location No. 3A) Date /f 2 s 6r NaRTN TOWN OF NORTH ANDOVER A 9 t t ^ ' Certificate of Occupancy $ s i E<� Building/Frame Permit Fee $ �CMUS Foundation Permit Fee $ (1//ther Permit 1Fee $ /f TOTAL CL2S"! 1� �l�t� — 10 dG Check # 2iiYuliiding Inspector CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER TEMPORARY PERMIT Building Permit Number 310(10/23/07 Date: _Aust.7. 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Science:Building-Education Building IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to Brooks School 1160 Osgood Street North Andover MA 01845 BuiM 9Inspector -tip.. CONSIGLI Est. 1905 Town of North Andover Office of Building Department 1600 Osgood Street Building 20 Suite 2-36 North Andover, Ma. 01845 Dear Gerry Brown, Consigli Construction is requesting a temporary certificate of occupancy for the Brooks School Science Building located at 1160 Great Pond Road,North Andover MA on Friday August 8, 2008. Final certificate of occupancy will be contingent on the following items to be completed: - Installation of final terrazzo stair treads at grand stairwell in atrium - Final sign-off by North Andover Fire Department - Final sign-off by North Andover Electrical Inspector - Final sign-off by North Andover Plumbing Inspector - Final sign-off by State of Massachusetts Elevator Inspector All the above items are to be completed within one week of temporary certificate of occupancy. Y, Richard Scopelliti Project Manager Consigli Construction Consigli Construction Co.,Inc. Construction Managers and General Contractors 72 Sumner Street,Milford,Massachusetts 01757 phone 508.473.2580 fax 508.473.3588 web www.consigli.com Milford,MA • Portland,ME i The Commonwealth of Massachusetts Department of Public Safety ©E���316+vEkk�i�rtF�Bcb��'b4�� ���f$-1618 Chapter 143,General Laws,as amended Llor 1160 Great Pond Road, North Andover MA Capacity: 9L'500 Pounds y= Speed: V?%15 Feet per minute State ID#: 210-P-187 F T #: 8033895 Issued on: 08/08/2008 � s= Expires: Apply for Re-inspectionhorYtas G.Gatzunis 60 days Prior to Expiration Date tom, JCi�mmissioner �\. IN CASE OF ACCIDENT�N.OTJFY�('61a7<)/727-3200 AT ONCE. AFTER 5:00 PM &WEEKEN�DS'CALL (508) 820-2121 REPORT UNSAFE CONDITIONS TO BUILDING MANAGER/OWNER 10 LA 2 Ujj` . 5�1:[GEDt�c - , .• Jennifer A. Hughes Conservation Administrator Town of North Andover 1600 Osgood Street I Bldg 201 Suite 2-36 North Andover,MA 01848 ph: 978-688-9530 fax: 978-688-9542 jhughes@tOwnofilorthandover.com pO oT:qti Brian Leathe ' �:•'� . .OCL Local Building Inspector S4CHU2Etth r ' 1600 Osgood Street North Andover,MA 01845 Phone 978-688-9545 I Town of North Andover Fax 978-688-9542 Building Department Office hours 8:30 am—10:00 am,1-2 pm Community Development Division Email Bleathe@townofnorthandover.com r � {3LTS2THp � ® K,t4C1] 16 ti 1 APPLICATION FOR CERTII+ICATE OF OCCUPANCY/INSPECTION �Ac• v n b �. BUILDING PERMIT # SSac w��k ADDRESS/LOCATION OF PROPERTY: Map MQ G Parcel o d a r Lot Number SUBDIVISION:--- - __—----------.._------ DATE .--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 REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: — ---____-- _____._--------_._--- Address: 0 ROUTING t/CONSERVATION /PLANNING I DPW-WATER METER ,,/SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST J DPW /� 601L SIGNATURE File:Application for OC form revised Jan 2007 -' „ '. ,. ` I/� ,�,i - j i, /// ' - �, G/j I �l,Y / � i � �� C40*V�14 1 V e,e, TRANSMITTAL TO: Town of North Andover DATE: August 4, 2008 Office of Building Department 400 Osgood Street JOB NO.: 06-4984 No. Andover, MA 01845 ATTENTION: RE: Brooks School Science Center WE ARE FORWARDING: ❑ UNDER SEPARATE COVER ❑ HEREWITH ❑ DRAWINGS ❑ SPECIFICATIONS ❑ SHOP DRAWINGS ❑ CATALOG DATA ❑ SAMPLES ❑ ADDENDUM(S) ❑ SUBMITTALS ® OTHER THE FOLLOWING: • Certificate of Engineering/Architecture (2 originals) REMARKS: Sincerely, RIST-FROST-SHUMWAY ENGINEERING, P.C. tmela J. Merri Administrative Assistant Rist-Frost-Shumway Engineering, P.C. • 71 Water Street • Laconia, NH 03246 • 603-524-4647 Of Na oTk 1 TOWN OF NORTH ANDOVER c b-'; �`,."° OFFICE OF p BUILDING DEPARTMENT 400 Osgood Street North Andover,Massachusetts 01845 CHU (978 D.Robert Nicetta, Telephone )688-95454 Building Commissioner Fax (978)688-9542 I CONTROL CONSTRUCTION- SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I, VruICZ. 4-. %tknnHEREBY CERTIFY THAT TO THE BUILDING DING CONSTRUCTED A��9nkG rte!a n 5}oLnd ac �` � 414 A'rvlo%r,, MA of S-Y,S• �1c5 � � w DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: • N1�G ► cam( c -le 5 AUTHORIZED SIGNATURE: DATE: i REGISTRATION: NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FO "OF lygssgc O� BRUCE J. SHUMWA ;L- ��� M H AL Cn ontrol onstruction Form revised 11.15.2004 / KATHLEEN HILLER,Notary Public 90,�9F-/STMy ECn L �Q CommLesion ExP fires October 20,2" ONAL E BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 00R7M TOWN OF NORTH ANDOVER °f t'`•° '• '" OFFICE OF BUILDING DEPARTMENT 400 Osgood Street o,^j„,.. North Andover,Massachusetts Ol 845 �SswCHUs� D. Robert Nicetta, Telephone(978)688-95454 Building Conunissioner Fax (978)688-9542 CONTROL CONSTRUCTION - SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I, J. S hum W CL HEREBY CERTIFY THAT !an a �pn5 � TO The. Be St o f �^Y e_ P S ►' �-t THE BUILDING CONSTRUCTED AT� rpo cb A/PAM i}wleve r., MA o1 kY5 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND �APPLICABLE ,"FEDERAL REGULATIONS FOR THE FOLLOWING: AUTHORIZED SIGNATURE: DATE: rl.y1e), REGISTRATION: G 000 REGISTRATION: fl-> NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FO �H OF lygss9c BRUCE J. yGn SHUMWAY MECH C Control Const tion Fonn revised 11.15.2004 KATHLEEN HILLER,Notary r vuc Mr Commission Expires Ociober 20.2009 FSS/ONAL ENS' BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 NORTff TOWN OF NORTH ANDOVER OFFICE OF p BUILDING DEPARTMENT � a > 1600 Osgood Street Building 20 Suite 2-36 1SSACHUS�A North Andover,Massachusetts 01845 Telephone(978)688-9545 Gerald A.Brown Fax (978)688-9542 Inspector of Buildings AFFIDAVIT FOR FINAL COST OF CONSTRUCTION In accordance with the provisions o the Massachusetts State Building Code, Article 1, Section 110.4 and 114.2, the total estimated cost of the construction including all related construction costs* of the building located at WoO '(o°��•� � K� amounts to $ to Sg S t11 C A S A6 4-T" FC)if.. I, J u k nT U✓hI C B 9M4& So't!?2Cbeing the person referred to as the owner identified below, do solemnly swear that the statements made herein are strictly true and correct and made in good faith. *Related construction costs included all work done with or concurrently with the work contemplated by the Building Permit including demolition, plumbing, heating, electrical, air conditioning, painting, carpentry, landscaping, site improvement, etc. Furnishings and portable equipment are not part of the total construction costs. ignature of COMMONWEALTH OF MASSACHUSETTS s.s. Auj tv S 12-k _20 Oe Then personally appeared the able named To h n 7-1V Q Made an oath that the above statement is true. ; e 'or Z. No _ PM V Ceenm)jrj'an exPj're5i�/y 7, Zai/ OFFICIAL USE: Final Cost: Original Estimate cost of general work: Cost Difference: Additional Fee Required: TO AMEND FEE UNDER PERMIT NO.: Impec6orW services neparhnenc zoos FAfinalcogtaffidavdom Strict code enforcement makes the toHn safer Before buying,renting,leasing check zoning YILiNU LE SALUTAMU5 BROOKS SCHOOL NORTH ANDOVER MASSACHUSETTS 01845-1298 26 August 2008 Mr. Gerald Brown Town of North Andover- Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 Dear Gerry, As Consigh Construction has informed,this letter can serve as documentation that the Brooks School realizes that the emergency electrical shutoffs will only de-energize the circuits associated with the laboratory portion and not the classroom section in each of the relative science labs. We are posting such permanent nomenclature at each emergency shutoff as a reminder of that functionality. Thanks for all your cooperation in supporting the construction of this wonderful building. I will be in touch soon. Best Regards, Trovage Director of Facilities Management TOWN OF NORTH ANDOVER OFFICE OF BUILDING DEPARTMEM' t /100 Osgood Street North Andover, Massachusetls 0184.5 D.Robert Nicetta, Telephone(978)688-95454 BUilding Commissioner. Fax (978)688-95,12 CONTROL CONSTRUCTION - SECTION 116.0 M.S.B.C. CERTIFICATE OF LNG INEHU NG/ARCHITECT URE (- .5Tf2L)(-T\,)0-A L) BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I, T E R,R-Y-A....10-L)D E.RB-A-GK MEREBY CERTIFYTHAT To M6 ROIFOF AfV WwwLSUK,?A-,4 AJ-S ,AA)D SPEZir-TrA 7-rOAJS FZR TIVUILDING CONSTRUCTED AT j3j?WKS ,Sdj6M-,j H&O GMMJ-PO�)t) R?), NORT# AlQPOLIC-C I M A 418 -IS- DOES CONFORM IN ALL RESPECTS TO THE MASSACI-MSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGUL TIONS 1"ORTHE FOLLOWING: CfAf TERRY ASHTO LOUDER STRUCTURAL AIJITIOPUZED SIGNATURE: 2641 6 FSSt DA';fE: AUGUST --4 ,.- 2Q08 REGISTRA'f'ION: . .- REG, -#.2-.8-,6.41 NOTE: ENGINEER"WE,r STAMP" MUST BE AFFIXED TO 'rITIS FORM August 4 , 2008 Then personally appeared the above-named Terry A , loulerlacl and made oath that the above statement by him � is true Comm]Consuvellon Fo III)revised 11.1!1.2004 3 AV Befo NOtiry/ Pub lAc BOARD 01:APPEAUS 688-95,4 1 C,�()N. RVA HLAIA11688-95:10 NANNIM3 688-9515 My Commission expires : /�� Q `SPY 1P „cRrr, TOWN OF NORTH ANDOVER OFFTCE OF 7 - BUILDING DEPARTMENT k =' 400 Osgood Street « : North Andover, Nlassachu-setts 01845 D.Robert Nicetta, Telephone(978)688-95454 Building Commissioner Fax (978)688-95 62 CONTROL, CONSTRUCTION- SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE . BULDING INSPECTOR. TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 J.IEREBY CER'I'I.FY THAT 7H6-$d�;T OF //y �C'ti bh/4.e7X1G PI-44S ,QNn SPC-r-r'0= '4TTONS � THE43UILDING CONSTRUCTED AT- .-,T �7c-,q �,. , a(od .W,4:r--?Q/VD ,� Ijo KYVANVoV6K,1A4 p/gys' DOES CONFORM IN ALL .RESPECTS TO TI IE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: ,¢j?.JCHr-7WQv)lZ4L sVS7-EA .S AUTHORIZED SIGNATURE: -.._ .. . DATE: $-- � - _ ..... REGISTRATION: ..---.- NOTE: ENGINEER"WET STAMP”MUST BE AFFIXED TO 'THIS FORM �0D ARCH�TF A. o.5332 Control('onstniction Fm7r revised 1 1.1.3004 BOSTON. LADDIE LEAH WELD4+ Notary Public MA Commonwealth of Massachus0ts My Commission Expires Fq�TH OF 1A August 25,2011 130 ARD OFAPPTEALS688-9541 CONSERVA]1 )N 658-9530 I:rLAIJIf688-940 PL ANiv1NG68S.9535 pORTH TOWN OF NORTH ANDOVER OFFICE OF p BUILDING DEPARTMENT 400 Osgood Street North Andover,Massachusetts 01845 SACHU D. Robert Nicetta, Telephone(978)688-95454 Building Commissioner Fax (978)688-9542 CONTROL CONSTRUCTION- SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I, Bruce J. Shumway ,HEREBY CERTIFY THAT to the best of my knowledge, plans and specifications for THE BUILDING CONSTRUCTED AT Brooks School, 1160 Great Pond Road, North Andover, Massachusetts 01845 DOIN CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: Mechanical and Electrical Engineering Systems I AUTHORIZED SIGNATURE: DATE: 8/04/2008 REGISTRATION: Massachusetts Reg. #38620 OF Mgrs BRUCE J. qcy NOTE: ENGINEER"WET STAMP" MUST BE AFFIXED TO THIS F SHUMWAY M A ti Control Construction Form revised 11.15.2004 0 L�N KATHLEEN HILLER,!Votary Public *Commission Expires October 20,2008 BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 ortoof N� h Andover No. 3`Q North,; over, Mass., BOARD OF HEALTH Food/Kitchen PERMIT To B�u I L D Septic System /. BUILDING INSPECTOR THISCERTIFIES THAT.................................................................................................................... Foundation has permission to erect........................................ buildings ........................................... .................................... Rough oc Chimney 4- r _i;6 - Z . , to be occupied as..,�-Z. 7....... .. . ............ ........ xk Provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. &QUgh Fin I�9* ELECTRICAL INSPECTOR Rough Service .. ........ ..... ................................................... BUILDING INSPECTOR Ff GAS INSPECTOR P Rough Display in a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 310(10023/07) Date; Au ut 7, 2008 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Science Building— Education Buildine IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Brooks School 1160 Osgood Street North Andover MA 01845 Building Inspector P TONNIn of Andover No. 3`Q North .Andover, Mass., BOARD OF HEALTH Food/Kitchen PERMIT TO ' :B-IL UILD Septic System BUILDING INSPECTOR THISCERTIFIES THAT............ ................................................................................................................................... Foundation has permission to erect........................................ buildings ...... ............................................... .............. Rough .......... y to be occupied as..-.--Z. .... ..... .......... Chimne ............... ........ . _/"� 1�1_1` .......... - z - provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Qu F gh ' FinUl , ti ' /, ELECTRICAL INSPECTOR Rough ................................................... Service BUILDING INSPECTOR -Ji GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To Be Done FIRE DEPAR7, ��ENT Until Inspected and Approved by the Building Inspector. Burner A Street No. P SEE REVERSE SIDE Smoke Det. Page 1 of 1 Brown, Gerald From: Dan Arons [darons@architerra-inc.com] Sent: Tuesday, June 24, 2008 4:03 PM To: Brown, Gerald Cc: 'John Trovage' Subject: Brooks School New Science Building Dear Gerry, Thank you for returning my phone call regarding the rating of walls at the new science building at Brooks School. You have requested that we provide our code review relative to partition ratings in the corridors and between labs. These walls have no fire rating, per 780 CMR Section 1011.4, because the building has an automatic sprinkler system, as highlighted in the attached pdf.. The walls of the boiler room and stair enclosures are 1, hour rated and penetrations through those walls will be sealed accordingly. Should you need any further explanation of our code analysis, please don't hesitate to let me know. Best regards, Dan Arons AIA,LEED ARCHITERRA T 617.778.2470 C 617.851.6867 F 617.904.1770 W www.architerra-inc.com 1 6/24/2008 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS MEANS OF EGRESS width. Handrail projections are permitted in requirements of 780 CMR 1011.0 or 780 CMR accordance with 780 CMR 1022.2.1. 1012.0. 1011.2 Dead ends: exit access passageways and 1011.3.1 Capacity: The required capacity of a corridors in all stories which serve more than one corridor shall be determined by dividing the exit shall provide direct connection to such exits in occupant load that utilizes the corridor for exit opposite directions from any point in the passageway access by the number of exits to which the or corridor insofar as practicable. The length of a corridor connects,butnot less thanthe capacity of dead-end passageway or corridor shall not be more the exit element to which the corridor leads. than 20 feet(6096 mm). 1011.4 Enclosure: All corridors shall be fireresis- Exceptions: tance..iated in accordance with Table 1011.4 based 1. In occupancies in Use Group I-3 of Occupancy on the use group of the space and the total required Conditions Z III or IV(see 780 CMR 308.4),the capacity of all of the exits from the corridor. The dead end in a corridor,hallway or aisle shall not corridor walls shall comply with 780 CMR 711.0. exceed 50 feet(15240 mm). Exceptions: 2. In. occupancies in Use Group B where passageways are bounded by furniture,counters, 1. A fireresistance rating is not required for corridors in an occupancy in Use Group E where partitions or similar dividers not more than six each room that is occupied for instruction or feet(1829 mm)in height,the length of a dead-end assembly purposes has at least one-half of the passageway shall not be more than 50 feet(15240 required means of egress doors opening directly to mm)' the exterior of the building at ground level. 3. Passageways or corridors within spaces with . one mutts of egress. 2. A fireresistance rating is not required for 4. A dead-end passageway or corridor shall not corridors contained within a dwelling unit or a be linited in length where the length of the dead- guestroom in an occupancy in Use Group P. end passageway or corridor is less than 2.5 times Table 1011.4 the least width of the dead-end passageway or CORRIDOR FIRERESISTANCE RATING corridor. Required fireresistance rating 1011.2.1 Common path of travel: In Total required (hours) occupancies in Use Group B, the length of a capacity of all zUse Group contmon path of travel shall not exceed 75 feet exits from Without With sprinkler . (22860 mm). corridor sprinkler system 'Exceptions: system 1. The length of a common path of travel in an H-1,H-2,H-3 All 1 1 occupancy in Use Group B shall not be more H4 >30 1 1 than 100 feet(30480 mm),provided that the building is equipped throughout with an automatic sprinkler system installed in k1;Ra:; >10 accordance with 780 CMR 906.2.1. 1-2 All 1 ob 2. Where a tenant space in an occupancy in c Use Group B has an occupant load of not more I-3 All Not ermitted 0 than 30,the length of a common path of travel Note a.For a reduction in the fireresistance rating for shall not be more than 100 feet(30480 mm). occupancies in Use Group R, see 780 CMR 1011.4, Exception 2. 1011.3 Width: The minimum required width of Note b. For requirements for occupancies in Use passageways,aisle accessways,aisles and corridors Group I-2,see 780 CMR 409.3. shall be determined by the most restrictive of the Note c. For a reduction in the fireresistance rating for occupancies in Use Group I-3,see 780 CMR 410.7. following criteria: 1. 44 inches (1118 mm) where serving an Note d. buildings equipped throughout with an automatic sprinkler system in accordance with 780 CMR occupant load of greater than 50. 906.2.1 or 906.2.2. 2. 36 inches(914 mm)where serving an occupant load of 50 or less. 1011.4.1 Corridor walls as separation walls: 3. 96 inches(2438 mm)in an occupancy in Use Tenant and dwelling unit separation walls which Group I-2 used for the movement of bedsare also corridor walls shall comply with 780 4. 72 inches(1829 mm)in an occupancy in Use .CMR 1011.0 and the requirements of Table 602. Group E with more than 100 occupants. Exception: Tenant separation and dwelling 5. The width required for capacity as determined unit separation walls which are also corridor by 780 CMR 1009.0. walls shall not be required to have a fireresis- 6. At least 72 inches (1829 mm) for the main tance rating greater than that required by Table entrance/exit access in an occupancy in use group 1011 A where the building is equipped through- A-2 with an occupant load of 50 or more—also out with an automatic sprinkler system in see 780 CMR 1006.2:2.1. accordance with 780 CMR 906.2.1 or 906.2.2. Aisles and aisle accessways shall conform to the 9/9/05 (Effective 8/26/05) 780 CMR-Sixth Edition 179 4.. l� STRUUCCTURA ENGINEERS CONSULTING ENGINEERS D M BERG CONSULTANTS, P.C. PRINCIPALS 570 Hillside Avenue SERVING THE INDUSTRY SINCE 1963 Thomas G. Heger,PE,LEED AP Needham,MA Ali R.Borolerdi,PE 02494-1297 David M.Berg, PE p 781 444-5156 Peter M.Shedlock f 781 444-5157 Scott K.Webber www.dmberg.com ASSOCIATES William H. Barry,PE October 19, 2007 Hans H.Weiss,PE Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Attn: Building Inspector RE: BROOKS SCHOOL—NEW SCIENCE BUILDING NORTH ANDOVER, MASSACHUSETTS SUBJECT: INDEPENDENT STRUCTURAL ENGINEERING REVIEW To Whom It May Concern: We have completed an independent structural engineering review of the above-referenced project in accordance with Section 110.11 and Appendix I of the Massachusetts State Building Code, Sixth Edition. Purpose: The purpose of our review was to verify that the design of the primary structure is conceptually correct and that there are no major errors in the design. Criteria for Review: The scope of our review was not comprehensive. We examined only representative structural and foundation systems, members, details, and specifications. We performed the following tasks: 1. Reviewed the design loads for conformance with 780 CMR; 2. Reviewed other design criteria and design assumptions for conformance with 780 CMR and generally accepted engineering practice; 3. Reviewed the geotechnical and other engineering investigations that relate to the structural design to determine if the design incorporates the results and recommendations of the investigations; 4. Reviewed the organization of the structure for concept correctness; and 5. Made independent calculations for a representative fraction of systems, members, and details to review their adequacy. The number of representative systems, members, and details was sufficient to form a basis for our conclusions. Design •Analysis .Forensics •Construction Administration •Structural Tests and Inspections Peer Reviews •Feasibility Studies •Historical Preservation •Building Envelope .Specialty STRUCTURAL ENGINEERS DM BERG CONSULTANTS, P.C. SERVING THE INDUSTRY SINCE 1963 BROOKS SCHOOL—NEW SCIENCE BUILDING NORTH ANDOVER, MASSACHUSETTS INDEPENDENT STRUCTURAL ENGINEERING REVIEW October 19, 2007 Page 2 Documents Used in the Review: We based our review on the following documents: 1. Structural Drawings S0.00; S0.01; S1.01 through S1.05; S2.00 through S2.03; S3.00; S4.00; and S4.01 prepared by Souza True and Partners and dated July 20, 2007, issued as Construction Documents. 2. Architectural, Mechanical, Electrical, Plumbing and Fire Protection Drawings as provided by Architerra, Inc., dated July 20, 2007 and issued as Construction Documents. 3. Structural specifications for Brooks School—New Science Building "Report on Geotechnical Recommendations" prepared by Haley&Aldrich, dated April 27, 2007. Review Conclusions: Based on our review, the structural design shown on the drawings and specifications submitted for review is in conformance with the structural and foundation requirements of 780 CMR. If you have any questions or comments, please do not hesitate to contact our office. Sincerely, $A - a Fk DM BERG CONSULTANT P.C. St" e1, C ^A. IM..FL ` J `;I� STRUMRAL V c � j No.350�3 �y Ali R. Borojerdi, P.E. '�sc/0w� Vice President ARB/mnk p:\proj07\200-299\07229\clerical\07229iserlOOl.doc Design.Analysis .Forensics •Construction Administration •Structural Tests and Inspections Peer Reviews .Feasibility Studies•Historical Preservation •Building Envelope •Specialty µOR,q OFFICE OF BUILDING INSPECTOR R E C E `' •'� TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL OCT 17 2007 t=S4CM1l Consigli Construction CO. PROJECT NUMBER: PROJECTTITLE:.__ 6roaks School New Science Uildina PROJECT LOCATION: 1160 Great Pond Road , North Andover , MA 01845 NAME OF BUILDING: New Science Building NATURE OF PROJECT: 2-story , 30 ,000 square foot educational building conta,� i ni ne tPa Ching,1 ahoratoriP,s_. .,la,b -,tjppQrt,. � d � req and 5pmi nar facilities . IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Terry „A. L,g u d e r b a c.k . P . E . REGISTRATION NO. 28641 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: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL 0 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 materi TERRY 3. Be present at intervals appropriate to the stage of construction to become,generally famili RSHTON $ with6the progress and quality of the work and to determine, in general, if the work is being LOUDEttSkK performer)in a manner consistent with the construction documents. � STRUCTURAL � 28641 PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT W r��cA PROGRESS REPORT 4 TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPEC s LAG` UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC PA SUBS BED D WORN TO BEFORE ME THIS 15th DAY OF 0 c t . n' Y PI) [: UV P.rAA rrceinK1 /yam G� 20ssnc+ 0 af:goers, TOWN OF NORTH ANDOVER OFFICE OF BUILDING DEPARTMENT 1600 Osgood Street 4` 4 mVcwic �. Building 20 Suite 2-36 North Andover,Massachusetts 01.845 Gerald A.Brown Telephone(978)68; Fax (978)688=9542 Inspector of Buildings CONTROL CONSTRUCTION•-SECTION 116.0 M.S.B.C. CERTIFICATE OF ENgMEERINGIARf,"HITEcum BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I, Terry Louderback , Souza , True & Partners MEREBYCERTiFYTHAC" to the best of my knowledge , plans and specifications for THE BUILDING o _ R Road d^ 1 ^ to be North Andover , MA 01845 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDIN A, CODE AND APPLICABLE FEDERAL REGULATIONS Ott , TERRY ASHTON _ LOUDERDACK STRUCTURAL . 2641 � AUTHORIMD SIGNATURE: ONAI.��'� D TE: October 15 , 2007 REGISTRATION: Mass . Reg . N o . 28641 NOTE: ENGINEER"WET STAMP"'MUST RE AFFIXED TO THIS FORM f NORTITOWN OF NORTH ANDOVER •. OFFICE OF BUILDING DEPARTMENT tf ; r 1600 Osgood Street ^•...o.��c� Building 20 Suite 2-36 North Andover, Massachusetts 01845 Gerald A.Brown Telephone(978)68; Inspector of Buildings Fax (978)688-9542 CONTROL CONSTRUCTION—SECTION 116.0 M.S.B.C. CERTIFICATE OF ENgMEERRE ARCS UW BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 LTprry I oijdprback . Souz4 . Trnd Partner HEREBY CERTIFY THAT to the best of my knowledge and belietthe foundations for THEBUILDING CONSTRUCTED AT Brooks School at 1160 Great Pond Road North Andover , MA 01845 DOW CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS LRRY ASHTON tOUDERBACK STRUCTI RAL 286411 AUTHORIZED SIGNATURE: CORAL DATE: October 15 , 2007 REGISTRATION: Mass . Reg # 28641 NOTE:ENGINEER"WET STAMP"MUST BE AFFIXED TO THIS FORM &MC*ERRA October 10,2007 Gerald Brown Inspector of Buildings Town of North Andover 120 Main Street North Andover, MA 01845 Dear Mr. Brown, Thank you for taking the time today to discuss the permitting of the Brooks School, New Science Building. Per our conversation this afternoon,the School will provide an independent structural engineer's verification that "the design of the primary structure is conceptually correct and that there are no major errors in the design." in accordance with 780 CMR Section 110.11 paragraphs 1 and 2.This is required because the enclosed volume of the building exceeds 400,000 cubic feet. You will also be provided with a survey of the now-existing foundations and an affidavit from the structural Engineer of Record. I have informed the School that you will be issuing a permit for the building subject to this requirement and that they may proceed in the interim only at their own risk. Very truly yours, ARCHITERRA INC. Daniel M. M.Arons AIA,LEED Cc: John Trovage, Brooks School Terry Louderback, Souza,True and Partners Ellen Watts,Architerra Inc. Daniel Bernstein,Architerra Inc. ARCHITERRA INC. 68 Long Wharf Boston MA 02110 T 617.778.2470 F 617.904.1770 www.architerra-inc.com S Ria Ri ENaO�NE qS �1.t�� .,.1 OM BERG CONSULTANTS, P.C. SERVING TME INDUSTRY SINCE 3963 BROOKS SCHOOL—NEW SCIENCE BUILDING NORTH ANDOVER,MASSACHUSETTS INDEPENDENT STRUCTURAL ENGINEERING REVIEW October 19,2007 Page 2 Documents Used in the Review: We based our review on the following documents: 1. Structural Drawings 80.00;S0:01;S1.01 through 51.05; 52.00 through S2.03;S3.00;54.00;and 54.01 prepared by Souza True and Partners and dated July 20,2007, issued as Construction Documents. 2. Architectural,Mechanical, Electrical,Plumbing and Fire Protection Drawings as provided by Architerra, Inc., dated July 20, 2007 and issued as Construction Documents. 3. Structural specifications for Brooks School—New Science Building"Report on Geotechnical Recommendations"prepared by Haley&Aldrich,dated April 27,2007. Review Conclusions: Based on our review,the structural design shown on the drawings and specifications submitted for review is in conformance with the structural and foundation requirements of 780 CMR. If you have any questions or comments,please do not hesitate to contact our office. Sincerely, -184Fe DM BERG CONSULTANT P.C. AUR. cy� ORAL b Na 860&1 i R. Borojerdi,P.E. Vice President ARB/mnk p:\proj071200-2991072291clericall07229iser1001.doc Design.Analysis•Forensics•Construction Administration•Structural Tests and inspections Veer Reviews.Feasibility Studies•Historical Preservation•Building Envelope•Specialty CONSULTING ENGINEERS D M BERG CON 5 U LTANTS, P.C. PRINCIPALS 570 Hillside Avenue a6RVINO TN[INDYDTRY SINGE 1962 Thomas G.Heger,PE,LEED AP Needhom,MA Ali R.Boroierdi,PE 02494-1297 David M.Berg,PE p 781 444-5156 Peter M.Shedlock f 781 444-5157 Scott K.Webber www.dmberg.com ASSOCIATES William H.Barry,PE October 19,2007 Hans H.Weiss,PE Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Attn: Building Inspector RE: BROOKS SCHOOL—NEW SCIENCE BUILDING NORTH ANDOVER,MASSACHUSETTS SUBJECT: INDEPENDENT STRUCTURAL ENGINEERING REVIEW To Whom It May Concern: We have completed an independent structural engineering review of the above-referenced project in accordance with Section 110.11 and Appendix I of the Massachusetts State Building Code, Sixth Edition. Purpose: The purpose of our review was to verify that the design of the primary structure is conceptually correct and that there are no major errors in the design. Criteria for Review: The scope of our review was not comprehensive. We examined only representative structural and foundation systems, members,details,and specifications. We performed the following tasks: 1. Reviewed the design loads for conformance with 780 CMR; 2. Reviewed other design criteria and design assumptions for conformance with 780 CMR and generally accepted engineering practice; 3. Reviewed the geotechnical and other engineering investigations that relate to the structural design to determine if the design incorporates the results and recommendations of the investigations; 4. Reviewed the organization of the structure for concept correctness;and 5. Made independent calculations for a representative fraction of systems, members,and details to review their adequacy. The number of representative systems, members,and details was sufficient to form a basis for our conclusions. Design•Analysis•forensics•Construction Administration•Structural Tests and Inspections Peer Reviews•Feasibility Studies•Historical Preservation•Building Envelope•Specialty lie �oanmzaoziur� �„G��i. , BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR I jNumber;;CS 081756 Birthdate:"`01/08/.1976 ! ' Expires:,.,01/08/2008 Tr.no: 14971 fRestrictetl. 00 G STEPHEN MIERS 450 TILDEN RD SCITUATE. MA 02066`--�"" Commissioner 00 35,000 cf enclosed space i (MGL C.112 S.60L) 1A-Masonry only 1 G-1&2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. t i DIG SAFE CALL CENTER: (888)344-7233 -Sumner sneer \lllford, I A 0157' r.apA.4,.3_i8lf. f.500 1733588 4 44 middle Street Y rdnt.d AIf 04101 .-✓O d.`�' ,a Y t.2077.-773.3000.3000 f.207."773.2800 t..,Sf. i�fis Change Request To: John Trovage Number: 17-014 Brooks School Date: 9/28/07 1160 Great Pond Road Job: 647 Brooks School-Science Bldg Directors of Facilities Phone: North Andover, MA 01845 Ph: (978)725-6280 Fax: (978) 725-6295 Description: Phase 2-Contract Reason: Proposal Request Initiated by: Trovage, John (Brooks School) Source: RFP We are pleased to offer the following specifications and pricing to make the following changes: The Phase 2 Contract Amount for the Building and Landscaping Scope of work. Qualifications: 1) Does not include roof adjustment to go from Berridge to Atas. 2) Includes credit of$43,500 for VE#2-2M Glass at Windows 3) Includes eliminating the Green House Structure only. ,aH® Till 4) Does not include eliminating the`gwnd foundations associated with it, interior MEP's and misc metal L, 5) Includes a$25,000 VE Goal of the lighting package Description Labor Material Equipment Subcontract Other Price Phase 2 Bid(Cost of Work) $8,500,622.00 $8,500,622.00 Structural Steel&Glu-Lam Timber(Cost of $898,175.00 $898,175.00 Work) General Conditions, Bonds, Insurance, $1,263,032.00 $1,263,032.00 Permits Fee $378,096.00 $378,096.00 Value Engineering(Per Attached Summary) $-784,049.00 $-784,049.00 Subtotal: $10,255,876.00 $0.00 Total: $10,255,876.00 Page 1 of 2 I 72 Juinner Strcer :Nfilfird,i41A 0175' r508.4732581 (.508.4-3.3588 84\Lddlc Strut Portland,ME' 04101 C]1�`�:j.(� i.��i �r r.20 , 1.30()Q f.207.7-13,2800 Change Request To: John Trovage Number: 17-014 Brooks School Date: 9/28/07 1160 Great Pond Road Job: 647 Brooks School- Science Bldg Directors of Facilities Phone: North Andover, MA 01845 Ph: (978) 725-6280 Fax: (978) 725-6295 r- SCHEDULE IMPACT r% We have proceeded with this change to achieve schedule. I" As directed,we will not proceed with this change until formal direction from OWNER is received. ARCHITECT CONTRACTOR OWNER (Signature) (Signature) (Signature) BY By BY Date Date Date Page 2 of 2 \ The Commonwealth of Massachusetts Department of Fire Services Office of the State Fire marshal P.0.Box 1025 Stite Roadd,Stow,MA 0I775 PERMIT Date: � North Andover 'ermitNo (City of Town) (If Applicable) Dig Safi-- In afeIn accordance with the provisions of M_G.L.j Li$_chapter 1 0 as provided in section S 7 CMR 34 Start Date �f- -This Permit is granted to: Full name of person,Firm or Corporation Permission to locate dumpster for construction/renovation/demolition of building. Comments dumps.ter must be . 25 ' from structure if unable to lace with required Restrictions:clearance dumpster must :be covered with plywood or tarp end of work -day v n-J (Give location by street and no.,or describe in such manner as to provicd adequate identification of location) Fee Paid 50.00 p, F e Chief This Permit will expire./1—9 r Q 0 (S ignature of offica ,rant i Er Tit(e INSURER'S AFFIDAVIT AS TO WORKER'S COMPENSATION INSURANCE z, 100 Front St , Worcester, MA 01608 Group !ns—*jTU- (NAME, TITLE AND ADDRESS) authorized representative of Acadia Insurance Co (INSURANCE COMPANY) do hereby affirm that effective 12/30/2006 (DATE) O nc is insured by said Insurance Company with Policy Number WPA0205801-1 () for WORKER'S COMPENSATION in accordance with Massachusetts General Laws Chapter 152, and Subsection 7.05A of the Standard Specifications for Highways and Bridges of the Massachusetts. Highway Department Any discrepancies between the Massachusetts General Laws, Chapter 152 and Subsection 7.05A of the Standard Specifications for Highways, Bridges of the Massachusetts Highway. Department shall be resolved in favor of M.G.L.A. c 152 . (SIGNED) e , Subscribed and Sworn to before me this „al.?� day of at ` t Public —_ My Commission expires ` L- LAURIE A. PENNIMAN W z Notary Public i Commonwealth of Massachusetts My Commission Expires Oct 1.2010 p°RTk TOWN OF NORTH ANDOVER OFFICE OF 9 BUILDING DEPARTMENT «1 400 Osgood Street North Andover,Massachusetts 01845 SsACHUSE< D.Robert Nicetta, Telephone(978)688-95454 Building Commissioner Fax (978)688-9542 CONTROL CONSTRUCTION—SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I. Christopher M. Shumway, P.E., Rist-Frost-Shumway Engineering -IJEREBY CERTIFY THAT to be THE BUILDING CONSTRUCTED AT Brooks school at 1160 Great Pond Road, North Andover, Massachusetts 01845 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: Mechanical; Fire Protection; Electrical; and Civil/Sitework. AUTHORIZED SIGNATURE: IAI DATE: b REGISTRATION: Massachusetts Professional Engineer License: 41165 NOTE:ENGINEER"WET ST E AFFIXED TO THIS FORM OF Mass off. 9°ti CHRISTOPHER M. N a SHUMWAy Control ComtrwtionForm revised 11.15.2004 cV MECHANICAL cnf No.41165 O ST�G/ .� ER �, Fps/GNAL ENG\ BOARD OF APPEALS 688-9541 CONSERVA - 530 HEALTH 688-9540 PLANNING 688-9535 September 27, 2007 RFS 06-4984 IH OFlygss9cti CHRISTOPHER M. G Building Inspector MECHANICAL C SHUMWAY MECHANICAL �, Town of North Andover NO.41165 ELECTRICAL 400 Osgood StreetSTEP�O PLUMBING North Andover, MA 01845 NAL ENG\ FIRE PROTECTION Re: Brooks School New Science Building TELECOMMUNICATIONS Sprinkler System Hydraulic Calculations STRUCTURAL CIVIL To Whom It May Concern: C 0 M M I S S 10 N I N G This is to inform the Town that a water flow test will be performed and hydraulic calculations will be prepared by the fire protection contractor working on the project. The contractor will submit shop drawings and hydraulic calculations to the Town of North Andover for approval prior to beginning fire protection system work. Sincerely, RIST-FROST-SHUMWAY ENGINEERING, P.C. i Christopher M. Shumway, P.E. Principal LEED®Accredited Professional CMS:pjm 4984.2007-09-27.NAndover.ans.doc Rist-Frost-Shumway Engineering,P.C. 71 Water Street Laconia,NH 03246 P:603.524.4647 F:603.528.7653 www.rfsengineering.com cf NO orh 1ti TOWN OF NORTH ANDOVER : .�' o OFFICE OF o - '' p BUILDING DEPARTMENT > 1600 Osgood Street Building 20 Suite 2-36 1gs"` SEZ North Andover, Massachusetts 01845 Gerald A.Brown Telephone(978)6& Inspector of Buildings Fax (978)688-9542 CONTROL CONSTRUCTION- SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I, OA.12�4 A- WA11-5 of AAAA t T61,4A 1 NC,HEREBY CERTIFY THAT -rC>-0e 'QST OF I-Ay kw)VlJLC0&E I QL,4.U3 14,,)17 SAEu1GrCs�i�c�1001 ^THE BUILDIN ,.CNSTRUCTED AT AT 1160 6pEAT PdJD i¢oi4D TV 1W NOXT-4 *WN 12.,rtA *1895 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: AUTHORIZED SIGNATURE: 6(z'(� iLR_� GfJ¢ DATE: 2 512ao� Aqjr �,NEA. REGISTRATION: MjKx5 • M(s • AD 1533'2- � oN N eosr MA oy��gtTy OF MPSSPG�J NOTE: ENGINEER"WET STAMP"MUST BE AFFIXED TO THIS FORM COM check Software Version 3.4.2 Lighting Application Worksheet Massachusetts Commercial Code Report Date: Data filename: I:\USERS\ENGR\4984\ELEC\Ltg\BROOKS.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 School/University 28590 1.5 42885 Total Allowed Watts= 42885 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. School/University(28590 sq.ft.) Linear Fluorescent 21:WW3:PENDANT WALLWASH/46"T5 54W/Electronic 2 1 112 112 Linear Fluorescent 20:WW2:PENDANT WALLWASH/46"T5 54W/Electronic 1 2 56 112 Linear Fluorescent 19:W2:2'WALL VANITY/22"T5 14W/Electronic 1 1 15 15 Linear Fluorescent 18:W1:4'WALLWASHER/46"T5 28W/Electronic 1 56 29 1624 Linear Fluorescent 17:UC4:UNDERCABINET/46"T5 28W/Electronic 1 2 29 58 HID 1:T8:TRACK HEAD(39WCMH)/Other/Electronic 1 3 45 135 Compact Fluorescent 8:T6:TRACK HEAD(TCP LAMP)/Other/Electronic 1 3 18 54 Compact Fluorescent 7:T4:TRACK HEAD(LED)/Other/Electronic 1 6 35 210 Compact Fluorescent 6:T2:TRACK HEAD(TCP LAMP)/Other/Electronic 1 5 18 90 Compact Fluorescent 5:ST1:STEP LIGHT(LED)/Other/Electronic 1 12 5 60 Linear Fluorescent 16:S1:WALL VALANCE/46"T5 28W/Electronic 2 6 58 348 Linear Fluorescent 15: RP:RECESSED PERIMETER/46"T5 28W/Electronic 2 8 58 464 Compact Fluorescent 4: P2:16"PENDANT DIMMABLE/Triple 4-pin 42W/ 4 47 200 9400 Electronic Linear Fluorescent 14:P1:4'RECESSED SLOTLIGHT/46"T5 54W/Electronic 1 49 56 2744 Linear Fluorescent 13:N4:2.5"RECESSED(LED)/Other/Electronic 1 11 1 11 Linear Fluorescent 12:N2:3'WALL INDIRECT(F39T5HO)/Other/Electronic 1 5 40 200 Linear Fluorescent 11:N1:8'WALL INDIRECT/46"T5 54W/Electronic 2 5 112 560 Linear Fluorescent 10:M1:4'WALL DISPLAY/46"T5 28W/Electronic 1 38 29 1102 Compact Fluorescent 3:L1:COVE ACCENT(LED)/Other/Hybrid 1 6 9 54 Linear Fluorescent 9:H12: 12'PENDANT INDIRECT(91-MPS)/46"T5 28W/ 8 2 261 522 Electronic Linear Fluorescent 8:H8:8'PENDANT INDIRECT/46"T5 28W/Electronic 6 79 174 13746 Linear Fluorescent 7:G2:4'GREENHOUSE/48"T8 32W(Super T8)/Electronic 2 3 66 198 Linear Fluorescent 6:F3:3'STRIP(F21 T5)/Other/Electronic 2 10 44 440 Linear Fluorescent 5:F2:4'ADJUSTABLE STAGGER/46"T5 28W/Electronic 2 4 58 232 Linear Fluorescent 4:F1:2'ADJUSTABLE STAGGER/22"T5 14W/Electronic 2 2 30 60 Compact Fluorescent 2:E:ELEVATOR PIT/Triple 4-pin 26W/Electronic 1 1 28 28 Compact Fluorescent 1:D2:6"RECESSED DN/Triple 4-pin 32W/Electronic 1 18 34 612 Linear Fluorescent 3:C3:8'PENDANT/48"T8 32W(Super T8)/Electronic 4 1 132 132 Linear Fluorescent 2:C2:WALL STRIP/46"T5 28W/Electronic 2 2 58 116 Linear Fluorescent 1:Cl:PENDANT STRIP/46"T5 28W/Electronic 2 30 58 1740 Total Actual Watts= 35179 Page 3 of 4 COMcheck Software Version 3.4.2 Lighting Compliance Certificate Massachusetts Commercial Code Report Date: 09/27/07 Data filename: I:\USERS\ENGR\4984\ELEC\Ltg\BROOKS.cck Section 1: Project Information Project Title: BROOKS SCHOOL NEW SCIENCE BUILDING Construction Site: Owner/Agent: Designer/Contractor: BROOKS SCHOOL GARRETT HARRINGTON NO.ANDOVER,MA 01845 RFS ENGINEERING,P.C. 71 WATER ST. LACONIA,NH 03246 1-603-524-4647 1-603-528-7653 Section 2: General Information Building Use Description by: Project Type: New Construction Building Tvae Floor Area School/University 28590 Section 3: Requirements Checklist Interior Lighting: 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 42885 35179 YES Exterior Lighting: 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: I] 3. Master switch at entry to hotel/motel guest room. 4. Minimum of one manual control for each space with no task activity(i.e.storage).Multiple manual controls,occupancy sensor, automatic timer,or dimmer in other spaces. Exceptions: Lighting for emergency or exit egress or intended for continuous operation. 5. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 46. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Luminaires with three lamp ballasts(or electronic high-frequency single-lamp ballasts). Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Page 1 of 4 Door 3:Glass,Tinted,SHGC 0.50 21 — — 0.600 0.603 Orientation:UNSPECIFIED ORIENTATION Floor 1:Slab-On-Grade:Unheated,Depth 4 ft. 565 — 12.0 — — Roof 1:Multiple Roofs 14000 — — 0.025 0.060 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Air Leakage,Component Certification,and Vapor Retarder Requirements: F-I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. F1 3. Component R-values&U-factors labeled as certified. F-i 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 5. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. F41 A. U/a HS 10 67 6:04 f — .r J C. �A.ff Z-P/0 7 Name-Title ISignature Date Project Notes: Envelope includes mechanical penthouse Brooks School New Science Building Page 2 of 2 COMcheck Software Version 3.4.2 Envelope Compliance Certificate Massachusetts Commercial Code Report Date:09/27/07 Data filename: I:\USERS\ENGR\4984\HVAC\49M Brooks.cck Section 1: Project Information Project Title: Brooks School New Science Building Construction Site: Owner/Agent: Designer/Contractor: Brooks School Brooks School Kevin Hogaboom No.Andover,Ma,MA 01845 North Andover,MA Rist-Frost-Shumway 71 Water Street Laconia,NH 03246 603-5244647 Khogaboom@rfsengineedng.com Section 2: General Information Building Location(for weather data): North Andover,Massachusetts Climate Zone: 13a Heating Degree Days(base 65 degrees F): 6641 Cooling Degree Days(base 65 degrees F): 678 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 29% Building TM Floor Area School/University 28590 Section*3: Requirements Checklist EnvelopePASSES. Design Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Orientation:-NORTH North Wall:Structural Steel w/Brick Facade,HC 1.0 5675 — — 0.070 0.091 Window 1:Metal Frame with Thermal Break:Double Pane with 1520 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 4:Solid 42 — — 0.600 0.143 Orientation:EAST East Wall:Structural Steel w/Brick Facade,HC 1.0 3268 — — 0.070 0.091 Window 2:Metal Frame with Thermal Break:Double Pane with 1340 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 1:Glass,Tinted,SHGC 0.50 42 — — 0.600 0.603 Orientation:SOUTH South Wall:Structural Steel w/Brick Facade,HC 1.0 6046 — — 0.070 0.091 Window 3:Metal Frame with Thermal Break:Double Pane with 1658 — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 2:Solid 21 — — 0.600 0.143 Orientation:WEST West Wall:Structural Steel w/Brick Facade,HC 1.0 2502 — — 0.070 0.091 Window 4:Metal Frame with Thermal Break:Double Pane with 480 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Brooks School New Science Building Page 1 of 2 Door 1 Glass,Tinted,SHGC 0.50 21 — — 0.600 0.603 Orientation:UNSPECIFIED ORIENTATION Floor 1:Slab-On-Grade:Unheated,Depth 4 ft. 565 — 12.0 -- — Roof 1:Multiple Roofs 14000 — --- 0.025 0.060 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Air Leakage, Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. F1 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. r-1 5. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. //''// 51 J eta ffS P/.*/1 LrOa WLR 4 2of 0 7 Name-Title ;kala Zn�, Signature Date Project Notes: Envelope includes mechanical penthouse Brooks School New Science Building Page 2 of 2 COMcheck Software Version 3.4.2 Envelope Compliance Certificate Massachusetts Commercial Code Report Date:09/27/07 Data filename:1:\USERS\ENGR\4984\HVAC14984 Brooks.cck Section 1: Project Information Project Title: Brooks School New Science Building Construction Site: Owner/Agent: Designer/Contractor: Brooks School Brooks School Kevin Hogaboom No.Andover,Me,MA 01845 North Andover,MA Rist-Frost-Shumway 71 Water Street Laconia,NH 03246 603-524.4647 Khogaboom@rfsengineering.com Section 2: General Information Building Location(for weather data): North Andover,Massachusetts Climate Zone: 134 Heating Degree Days(base 65 degrees F): 5641 Cooling Degree Days(base 65 degrees F): 678 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 29% Building Type e Floor Area School/University 28590 Section 3: Requirements Checklist EnvelopePASSES: Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Orientation:NORTH North Wall`:Structural Steel w/Brick Facade,HC 1.0 5675 — -- 0.070 0.091 Window 1:Metal Frame with Thermal Break:Double Pane with 1520 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 -Door 4:Solid 42 — — 0.600 0.143 Orientation:EAST East Wall:Structural Steel w/Brick Facade,HC 1.0 3268 — — 0.070 0.091 Window 2:Metal Frame with Thermal Break:Double Pane with -1340 --- 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 1:Glass,Tinted,SHGC 0.50 42 -- — 0.600 0.603 Orientation:SOUTH South Wall:Structural Steel w/Brick Facade,HC 1.0 6046 — — 0.070 0.091 Window 3:Metal Frame with Thermal Break:Double Pane with 1658 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 2:Solid 21 — -- 0.600 0.143 Orientation:WEST West Wall:Structural Steel w/Brick Facade,HC 1.0 2502 — 0.070 0.091 Window 4:Metal Frame with Thermal Break:Double Pane with 480 -- — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Brooks School New Science Building Page 1 of 2 Door 3:Glass,Tinted,SHGC 0.50 21 — — 0.600 0.603 Orientation:UNSPECIFIED ORIENTATION Floor 1:Slab-On-Grade:Unheated,Depth 4 ft. 565 — 12.0 -- — Roof 1:Multiple Roofs 14000 -- — 0.025 ' 0.060 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Air Leakage,Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Lj 5. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. V(ep A Ida tt _igd_.ncr,oc � _�Gt�✓ C_ aw�e- 'qL2tl 0 7 Name-Title ' Signature Date Il��fe�lG Znc . Project Notes: Envelope includes mechanical penthouse Brooks School New Science Building Page 2 of 2 COMcheck Software Version 3.4.2 Envelope Compliance Certificate Massachusetts Commercial Code Report Date:09/27/07 Data filename: I:\USERS\ENGR\4984\HVAC\4984 Brooks.cck Section 1: Project Information Project Title: Brooks School New Science Building Construction Site: Owner/Agent: Designer/Contractor: Brooks School Brooks School Kevin Hogaboom No.Andover,Me,MA 01845 North Andover,MA Rist-Frost-Shumway 71 Water Street Laconia,NH 03246 603-524-4647 • Khogaboom@rfsengineedng.com. Section 2: General Information Building Location(for weather data): North Andover,Massachusetts Climate Zone: 13a Heating Degree Days(base 65 degrees F): 5641 Cooling Degree Days(base 65 degrees F): 678 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 29% Building Tvpe Floor Area School/University 28590 Section 3: Requirements Checklist EnvelopePASSES: Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Orientation:NORTH North Wall:Structural Steel w/Brick Facade,HC 1.0 5675 — — 0.070 0.091 Window 1:Metal Frame with Thermal Break:Double Pane with 1520 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 4:Solid 42 — 0.600 0.143 Orientation:EAST East Wall:Structural Steel w/Brick Facade,HC 1.0 3268 — — 0.070 0.091 Window 2:Metal Frame with Thermal Break:Double Pane with 1340 — — 0.270 0.603 Low-E,Reflective,SHGC.0.31 Door 1:Glass,Tinted,SHGC 0.50 42 — — 0.600 0.603 Orientation:SOUTH South Wall:Structural Steel w/Brick Facade,HC 1.0 6046 — — 0.070 0.091 Window 3:Metal Frame with Thermal Break:Double Pane with 1658 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Door 2:Solid 21 — — 0.600 0.143 Orientation:WEST West Wall:Structural Steel w/Brick Facade,HC 1.0 2502 — — 0.070 0.091 Window 4:Metal Frame with Thermal Break:Double Pane with 480 — — 0.270 0.603 Low-E,Reflective,SHGC 0.31 Brooks School New Science Building Page 1 of 2 Massachusetts Commercial Code requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Notes: LIGHTING DOES NOT INCLUDE EXTERIOR BUILDING MOUNTED FIXTURES"SL1","Y2",AND"Y3" LED FIXTURES ARE ESTIMATED LOADS AS THE ACTUAL IS PER FOOT Page 2 of 4 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 42885 Total Actual Watts= 35179 Project Compliance= 7706 ••- Page 4 of 4 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL �ss�cws PROJECT NUMBER: PROJECT TITLE: Brooks School New Science Building PROJECT LOCATION: 1150 Great Pond Road, North Andover, MA 01645 NAME OF BUILDING: New Science Building NATURE OF PROJECT: Two-story, 30,000 sq.ft. educational building containing teaching laboratories, lab support, lab prep, and seminar facilities IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, Christopher M. Shumway, P.E. REGISTRATION NO. 41155 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: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL M FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) Civil/sitework 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 1 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 BUILDIN( 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 b the contractor in accordance with the requirements of the construction Y a 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 � SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OFZ=�L-&�,) 1'6-,Pwo 7 NATA Y P1 IRI If: My tftARA11A1QQ1nA1 cYDio=e KATHLEEN HILLER,Notary Pudic My Commission Expires Oclaber 20,2W9 "°"'" OFFICE OF BUILDING INSPECTOR DF 4 TOWN OF NORTH ANDOVER . � CONSTRUCTION CONTROL ss4c"U`+d . PROJECT NUMBER: PROJECT TITLE:_ PROJECT LOCATION: 1160 SAT &OD )ATN AA)1JbJW- MA 60q.5- NAME 0kSNAME OF BUILDING: NFw_ SClewcc_ Wt LIDiN6 NATURE OF PROJECT:_Z"ST N 30006 $Q�AQ �� �IX.r�I.11o,J+4�- %1L� (-C;Wa1"1! 1LDM .!J6 i�d Sit , _ ���'�.�I.�#. �?1�.°'d.,�� Pte'° � 2 .' .._.. e►%Nq� r-A c,i L.v n c1 IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, AAt+hA)L. REGISTRATION NO. 53�L HA 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: , ENTIRE PROJECT ❑ ARCHITECTURAL til 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 1 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 BUILDIN( 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. �,REDkq fmcnK. ��t4 A PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMITY, A PROGRESS REPORT , TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INS P oT R40. 502 3 o r N. ti UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE MA SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. 9TH OF M. URE SUBS,9RIBED ANDS ORN TO B F ME THIS 25 DAY OF to- 0m •. C LADDIE-LEAH WELD Notary Public TA12Y R't1R1 IC ruv rn�eruuccinr� G�roioce Commonwealth of Massachusetts J My Commission Expires August 25. 2C1 I OFFICE OF BUILDING:INSPECTOR TOWN OF NOR.'T`F#ANDOVER CONSTRI=ON CONTROL I I PROJECT NUMS' PROJECTTrrLE: Brooks School New Science Building FItQJECTLOCATION' . 16..0 .Great Pond Rd . , North Andover , MA 01845 NAME OF 8UIL3)lNQ.. N e w S c i e n c e B u i l d i,n g NATUP.E.OF,PRO.3ECT: 2-story-, 30 , 000 square foot educational building containing teac ung . a Oratories'; a . support, 115 prep and seminar f. acilities . IN ACCORDANCE WITH ARTICLE 116 OFTHE MASAHUS8M STATE S1MCODE,Louderback , . EGISTRATION N4. • . BEING A:RECISTERED:PRC9FESSiONAAL ENGINEERIAkGHETECH. EREBY CERTIFY Tf1A'T tfAVE PREPAREa OR DIIREGTLY SUPERVISEQ TFIE,PREPAiTIf�I+f OF ALL DESIGNPLANS, COMP.tJi'ATiQIVSAND SPECiF.CATIOIVS GONGERNING; ENTIRE P.RC}JECT :Q ARCHITECTURAL STRUCTURAL D MECHANICAL FIRE`PROTECTiON G ELECTRICAL ;E1 OTHER{SPECIFY). FOR THE'ABOVE;NAMED PROJECT AND THAT,TO THE BEST C. MY KNOWLEGE,SUCH.PLANS- COM PUTATIONS.ANID SPECIFICi4TIO1�1S N1 gT THE APPI�IC- -.. Pf2G�viSi.ON 0i#.. M�iSSACS USETT5 SATE BIJILD7NS C'PE,ALL ACCEPTABLE ENGINlEERINC.;PRATICElk AND APPLICABLE LAWS AND OR[3iNANCES i=OR THE PRO 0 ED USE AND:OCCUPANCY. I FURTHER-CERTIFY THAT I.SMALL PERFORM THE NECESSARY PROFESSIONAL_:SER'UICES,4NQ B EPRESE1�i7 4N TfiE GONSTFtl1CT1QN SITE ON A R'-Q".- LAI�AND PER10.01C BASi5 T4 IJETERMiIVE THAT T HE WORK M PROCEEEt)INI:G iN ACCORDANCEWITH THE COCUMENTS;AFPROVElJFOR THE BUILam ABf2Ml i AND SHALL BE'RESPONS`'OLE F:OR:THE FOL:LCW. ING,AS SI�ECIF EDJN_SECTIQN 116 0 1. Review,for°conforM4.nceto;thedesi0n-concept.,shop::clr�wir�gs,sampless-and other-submittals: which e.submitted ythe.ow t etariri accordance°withthe`requlrerri�nts.ofthe,coinstruction documents. i 2. Re�.iew and approval of the.qual y cantml procedures,for oil come-required cor trolled mate>ials: 3. 8e present at.intet els apprapdate to the stage{of construction to become,.generaily familiar '"i TEARY With6tlre. . ress and ualit of the°work and.•to diltermin6 I(I- rterat ASHTON Pro9. .. . ._ .. Y. a ifi the work is bei . .. ..... . ....... . perfo[T17 d'1i1.:8'iT18(if18rCDil$I58rit:iNilICtI1Q°COrT5tltICfIUR.tlQCUft1ST31S. tOUDERBAi K p e r l O d 1 C a 1 1 �/ STRUCTURAL PURSUAtVT T 7 SEMION 118 2.21. I SHALL SLiBMIT A PROGRESS REPORT 211"1 TOGETk1f=R WITH PERTINENT COMMENTS TO-THENQ iTH:ANDn ER.BUILpIN I SPOWL EC UPON COMPLETIO'NOF THE V1lORK t:SHALL.SUBMITA FINAL REPORT AST.. SATtSFA TORY COMPLETION:i0.ND REANNES5 QF THE P.RO,IEGT FOR OC sub IB ' e - J• AV _ Wt?RNTO:BEFO.REMI=THIS 26th S DAY QF �0 �.•••' ISN. Y 4: '�Ft9y rriZA- OT Y -:i: I +u v rniurr�iriccrn �Yoinccz a, , Z/27/09 I ,rw i r E NaRTk TOWN OF NORTH ANDOVER OFFICE OF ° . s BUILDING DEPARTMENT f ► » # 1600 Osgood Street �t�^°+wn° *l,�•(g Building 20 Suite 2 J6 1s$�cHuSe North Andover,Massachusetts 01845 Gerald A Brown Telephone(978)68; Inspector of Buildings Fax (978)688.9542 CONTROL CONSTRUCTION—SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERINGIARCHMCTURE (S t r u c t u r a 1 ) BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 LTerry Louderback ,Souza , True & Partners --WREBY CERTIFY THAT to the best of my knowledge , plans and specifications for THEBUILDINGICONSTRUCTEDAT Brooks School at 1160 Great Pond Road to be North Andover , MA 01845 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BL TILDIN CODE AND APPLICABLE FEDERAL GULAT S FOR THE FOLLOWING: 1�W w TERRY � ASHTON l OUDER9A--K STRUCTURAL. 2ii641 AUTHORIZED SIGNATURE: krxAz u DATE: September 26 ,2007 REGISTRATION: Mass . Reg . N o . 28641 NOTE: ENGINEER`'WET STAMP"MUST BE AFFEKED TO THIS FORM NORTfj Town of 0 No. 3`Q o over, Mass.,- 0 COCHICHEWICK yet 7� ORATE p'Pat"s� S ` BOARD OF HEALTH Food/Kitchen PERMIT T Septic System BUILDING INSPECTOR THIS CERTIFIES THAT . .s.....S� .................. .... .... Foundation has permission to erect......................................... buildings on ....4�6°..<��� Rough t0 be occupied as. Sdv.'�... �/QOo.FjF: '...... .C,G <..�!41.�i . . .............,�� r: ...�4•u1' Chimney thprovided that the person acct tin this permit shall in eve respect conform to the terms of application on file in Final is 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 N STARTS Rough Service LDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.