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D Ir NORTH Date .12 -. . -"// . �. .''. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ' �- ( -71 This certifies that ... J) ....// ../ e- /'4 C)" ............ .................... has permission to perform ..... ..................... plumbing in the buildings of .. ................ at .... ez// le .............. North Andover, Mass. Fee. A Lic. No.. ........ ...... PLUMBING INSPECTOR Check # 5511 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or. Type) / ~~l ,Mass. Date 2PQ_ Permit # Building Locationy/~ Owner's Name &—o' I / /-i/ �l��G e (i Type of Occupancy l Installing New ❑ Renovation O Replacement l— / Plans Submitted: Yes ❑ gVPTTr`A SEWER# FIXTURES o' 13 D'X Q �� Ceck one: Certificate # 91/corporation C�?:'/ wC Business Telephone �l �� �j � c❑Partnershipj % S^s ❑ Firm/Co Name of Licensed Plumber _ �/� /j INSURANCECO ERAGE: I have a currebility insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes ������jjjjjj No ❑ If you have checked Yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ET/" Other type of indemnity q Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State PI ng Co a ter 142 of the General Laws. Title Sig lure of Licensed ber r City/Town Type of License: Master� Journeyman E]APPROVED(OFFICE USE ONLY) License Number �'Z /, N W Z O Y ZQ) Q > W cn Y J 2 Cn �' U a ~ W W L4 O N Q — N Qa = Cn H _ U Z _ Q !A O W Z Z — N % a N K U Z O Q N Q W ¢ I W F? N Y c7 ¢ d Q O (s+ W S ~~ W a N G i a J N o a 4 vs J= p a .j t� a a Y 3 1- O N N x S to F �= O O N Q Z Y Z d W O r s c7 a o J O '= a ►- J N O U. c7 W 3 o U m a C Q sus—BSMT, BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 67TH FLOOR 7TH FLOOR 8TH FLOOR o' 13 D'X Q �� Ceck one: Certificate # 91/corporation C�?:'/ wC Business Telephone �l �� �j � c❑Partnershipj % S^s ❑ Firm/Co Name of Licensed Plumber _ �/� /j INSURANCECO ERAGE: I have a currebility insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes ������jjjjjj No ❑ If you have checked Yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ET/" Other type of indemnity q Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State PI ng Co a ter 142 of the General Laws. Title Sig lure of Licensed ber r City/Town Type of License: Master� Journeyman E]APPROVED(OFFICE USE ONLY) License Number �'Z /, 101 IN X m 0 S m N M 0 0 a) m N N 2 N m 0 -1 0 z N m -ai m n o � 0 c' � v � z c� � o v 0 z r.. c M 0 0 a) m N N 2 N m 0 -1 0 z N IN t Location -- No. i Date yORTIy TOWN OF NORTH ANDOVER o r Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee Other Permit Fee TOTAL Check # e15 r 14474 Building Inspeci ar Ns� TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING. OTHER THAN A ONE OR TWO FAMILY DWELLING This Section for Official Use Onlyg-7,0,0,'���� BUILDING PERMIT NUMBER: DATE ISSUED: -ate —a(o 0 SIGNATURE: BuildinCommissi2� �r/�' �6 d I uddingS Date I& A M - WMIR W. 1. 1 Property Address: — 1.2 Assessors Map and Parcel Number. H iqA sr AZ d Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area (st) Frontage (R) 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard RegWred Provide Reqdred Provided Re red Provided 1.7 Water Supply M.G.L.C.40. § 54) 1.5. Flood Zone Information: 1.9 Sewerage Disposal System: Public 0 Private 0 zone Outside Flood Zone 0 Municipal On Site Disposal System 0 2.1 Owner of Record yffit plop m +i .Nae (Print) Address for Service: ,wignatureTelephone 7_ T AqT +jU� 2.2 Authorized Agent m -es Name Print Address for Service: Signatu Telephone 3.1 Licensed Construction Supervisor Not Applicable 0 ts - C. ,us 01/3-4/57 Address License Number Licensed nstrurtiorn�,'sor: Expiration Da S' re Telephone 3.gistered Home Improvement Contractor Not Applicable Company Narne., Registration Number Address ENpration Date Signature Telephone -0 M X 0 UT CA Q-) ) 0 0 0 M X z 0 z M go 0 M r. Z G) t✓0�.` ice/ �"✓M3L 13n�S�'.�2 'rF 1 Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the - issuance of the building permit. Signed affidavit Attached Yea ....... 11 No ....... ❑ SECTION 5 - iP)E�41Si©NAL 1ff)�SIGNxi1NSR[iCTittN]JtCS 1�fl Bi3i5 ANU>�"RUS Sll�+f✓"i TO 17 CON5TRUCTIAN Ct3�OLP «a€I� b X16 (C�1 T� N 1VJC T EA1 iF`35, 61 ENC`11rb Ela Sil'�C1 �s. rt3F 5.1 Registered Architect: Name: nn —7 cc2sS ST 1�5 v /j'I13 © l�6 Address Signature Telephone S,2 �egsbe�ed �roffessiena� � � � � sv ; ,, \\ �C,f Crhz j l`yy 'MLdn' o C- 6 • ;,U Area of Responsibility //9- i Name: Muf- % G nT'CLTt!J� RegistrathioNumber E3 Address: /ec 1coG Expiration Date 7)1 `1 4 Signature Total X15 9V� e c✓i�i f Not applicable ❑, Name: ' Registration Number. Address i Lzo L �v Expiration Date Signature Telephone Area of Responsibility Name iRtc c� �.-r► lA/l �� 73'�.. Registration Number Address // Expiration Date 1 }! t Signature n Telephone AreaofResponsibility Name Registration Number Expiration Date Address Signature Telephone n. Not Applicable ❑ ' Company Name: 1\C�1iDl�lL IJ'u1�LL(Y�' Wa/��C�n� _/-tyG Responsible in Charge of Construction i New Construction ❑ Existing Building 0 Repair(s) ❑ USE GROUP (Check, as applicable) Alterations(s) Addition L1 Accessory Bldg. ❑ Demolition 0 Other ❑ Specify A-2 A-5 Brief Description of Proposed Work: r52 - /tF IA IB /17 /6� e 7o- � (. ���6r.� ❑ Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,4 as Owner of the subject property I Hereby authorize - to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date USE GROUP (Check, as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A4 ❑ A-2 A-5 ❑ A-3 ❑ ❑ IA IB ❑ ❑ B Business ❑ 2A 2B 2C ❑ ❑ ❑ C Educational ❑ F Factory ❑ F -I ❑ F-2 ❑ - H High Hazard E 3A 3B ❑ ❑ IInstitutional ❑. 1-1 ❑ I-2 ❑ I-3 ❑ M Mercantile 0 4 ❑ R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 ❑ U Utility M Mixed Use S Special Use ❑ ❑ ❑ Specify Specify: Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE 3Existing Use Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,4 as Owner of the subject property I Hereby authorize - to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date I IIV17t-%, FT V I v77'17 v as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Print Name ReP,i����; QU, I �� .s .mac F 4� � o� Si of of Owner/Ageni Date J-1-301TI-1,10 0- ""Ok WE Z v. Item Estimated Cost (Dollars) to be �g t Completed by applicant permit 1. Building �So000 (a) Building Permit Fee, 0 0 Multiplier Electrical (b) Estimated Total Cost,of 6a 0 Construction from (6) .3 Plumbing00 Building Permit fee (a) x (b) 4 Mechanical (HVAC) -- 9)0, 10019. 00 5 Fire Protection - 4000,00 6 Total (1+2+3+4+5) 10001 Check Number 1-g 'g Im'' aw .2 NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS iST 2ND 3RD SPAN DEN11ENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION - THICKNESS SIZE OF FOOTING x MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE A r qp v v m m m m 0 m F d CO)CD C..� CD Ca Z co) CLO M. r CL = y Ci CD CD C CL C7 %ic ca CD CD O CCD �CD CD CZ CD y COC I F v -vCD z o CD G CD m �a3 h 0 C y p p Ot 2 dp m y H n KDCL n m Ci C2 m Z • CD�•p f/i � �S °:m c T ,.., sCL•+a 5 m D C m y O Vol) N O O m = > >� a n O OZ N• n W � C2 C ?y� :� CL ,,,� .•r 1G p CD m mUS IN C O midv CL CD :O o �d o d C• N ;bd C d H ,m Z T p �H H H Q :� a a Ap 03 CA CD ac n 0 COD o O to lb donst78 co,): .. ,...: r1 C2 W o o 1 w o cn `� w EL g, as w G oa � r. Z w on r oa x C 0 c b a• y O GL x x n 0 4 17 0 rN al- tf- O Ir L H 0 0 c FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all -necessary approval / permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT C eP PHONE q1_6, A- gV7Y ASSESSORS MAP NUMBER LOT NUMBER SUBDIVISION LOT NUMBER STREET I it g N S/ f>>LCI g I I STREET NUMBER I.......:..................■0 ■..............■■.............................■ OFFICIAL USE ONLY ............................................................................ RECOMMENDATIONS OF TOWN AGENTS COMMENTS PUBLIC WORKS - SEWER / WATER CONNECTIONS DRIVEWAY PERMIT 'k-PAIJAG (4644VO?_9 A'&043_(k &?V1k(_ EPARTMENT -v— - O !% t l Zj'71 t0 COMMENTS DATE APPROVED DATE REJECTED RECEIVED BY BUILDING INSPECTOR DATE DATE APPROVED CONSERVATION ADMINISTRATOR DATE REJECTED COMIAEN 'S DATE APPROVED TOWN PLANNER DATE REJECTED COMMENTS DATE APPROVED FOOD INSPECTOR - HEALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR - HEALTH DATE REJECTED COMMENTS PUBLIC WORKS - SEWER / WATER CONNECTIONS DRIVEWAY PERMIT 'k-PAIJAG (4644VO?_9 A'&043_(k &?V1k(_ EPARTMENT -v— - O !% t l Zj'71 t0 COMMENTS DATE APPROVED DATE REJECTED RECEIVED BY BUILDING INSPECTOR DATE PLUMBING DESIGN AFFIDAVIT (NORTH ANDOVER) To the Inspectional Services Commissioner: Re: (Address) C -PORT, One High Street, Second Floor (Ward) (Application No.) I certify that to the best of my knowledge, information and belief. (a) the Plumbing plans conform to the Massachusetts State Building Code, and Boston Zoning Code, and other applicable codes, laws and regulations; (b) the Plumbing plans conform with applicable fire codes and that if required, the installation of fire alarms, smoke detectors, etc. have been or will be provided and indicated on the plans and specifications in accordance with the Engineer's Name: Engineer's Registration Number: Company Name: Address: Date: Richard D. Kimball Co., Inc 200 Brickstone Square, Andover, MA 01810-1488 Then personally appeared the above-named n �C\ I (' and made oath that the above statement by him/her is true. Before me, Notary Public My Commission expires: 200J FIRE PROTECTION DESIGN (NORTH ANDOVER) To the Inspectional Services Commissioner: Re: (Address) C -PORT, One High Street, Second Floor (Ward) (Application No.) I certify that to the best of my knowledge, information and belief. (a) the Fire Protection plans conform to the Massachusetts State Building Code, and Boston Zoning Code, and other applicable codes, laws and regulations; (b) the Fire Protection plans conform with applicable fire codes and that if required, the installation of fire alarms, smoke detectors, etc. have been or will be provided and indicated on the plans and specifications in accordance with the code. 4 Engineer's Name: Engineer's Registration Number: Company Name: Richard D. Kimball Co., Inc Address: 200 Brickstone Square, Andover, MA 01810-1488 Date: I -I'vz> Then personally appeared the above-named CtV tS�\ _ �j4nd made oath that the above statement by him/her is true. Before me, o y Public My Commission expires: O 20 OJ_ ELECTRICAL DESIGN AFFIDAVIT (NORTH ANDOVER) To the Inspectional Services Commissioner: Re: (Address) C -PORT, One High Street, Second Floor (ward) (Application No.) I certify that to the best of my knowledge, information and belief. (a) the Electrical plans conform to the Massachusetts State Building Code, and Boston Zoning Code, and other applicable codes, laws and regulations; (b) the Electrical plans conform with applicable fire codes and that if required, the installation of fire alarms, smoke detectors, etc. have been or will be provided and indicated on the plans and specifications in accordance with the cod( Engineer's Name: Engineer's Registration Number: Company Name: Richard D. Kimball Co., Inc Address: 200 Brickstone Square, Andover, MA 01810-1488 Date: Iz�_ Then personally appeared the above-named ., L A and made oath that the above statements by him/her is true. Before me, Notary Public My Commission expires: HVAC DESIGN AFFIDAVIT (NORTH ANDOVER) To the Inspectional Services Commissioner: Re: (Address) C -PORT, One High Street, Second Floor (Ward) (Application No.) I certify that to the best of my knowledge, information and belief: (a) the HVAC plans conform to the Massachusetts State Building Code, and Boston Zoning Code, and other applicable codes, laws and regulations; (b) the HVAC plans conform with applicable fire codes and that if required, the installation of fire alarms, smoke detectors, etc. have been or will be provided and indicated on the plans and specifications in accordance with the code. len Engineer's Name: Engineer's Registration Number: Company Name: Address: Date: Richard D. Kimball Co., Inc 200 Brickstone Square, Andover, MA 01810-1488 t Z ti DD Then personally appeared the above-named^ �. ��, A, and made oath that the above statement by him/her is true. Before me, c - Notary Public My Commission expires: - �—� 200-) ARCHITECTURAL DESIGN AFFIDAVIT (NORTH ANDOVER) To the Inspectional Services Commissioner: Re: (Address) C -PORT, One High Street, Second Floor (Ward) (Application No.) I certify that to the best of my knowledge, information and belief: (a) the Architectural plans conform to the Massachusetts §tate Building Code, and other applicable codes and regulations. Architect's J. Lawrence Purcell AIA Name: Architect's Registration Number: of 300 Company Name: Burt Hill Kosar Rittleman Associates., Inc Address: 270 Congress St. Boston, Ma 02116 Date: i D� ''� OV Then personally appeared the above-named ,�'�d made oath that the above statement by him/her is true. Before me, FW_ Notary Public Lion mornveaith of Massachusetts My Commission Expires My Commi expir&64.2006 NE I Fire Protection Narrative C -Port One High St. North Andover, MA A. General: The existing building is fully sprinklered. The existing sprinkler system and alarm system on the 2nd floor will be modified to accommodate a new class 10,000 clean room. A preaction system will protect the clean room and the ceiling space above the clean room. B. Scope: 1. Sprinkler system — The existing wet system branches will be removed from the ceiling above the clean room. The existing sprinkler mains which feed the wet system and the fire hose cabinets will be cut back, rerouted around the clean room, and reconnected the existing system. A new 4" double interlocking, cross -zoned preaction system will protect the clean room and the ceiling space above the clean room. The system is designed to a density of .2/gpm sq. ft. over the area of the clean room. Hydraulic calculations have been provided. 2. Fire alarm system — All existing fire alarm audio/visual devices are to be replaced. New smoke detectors will be provided in the new tenant clean room and electric room, along with a manual pull station and audio/visual device dedicated to the Preaction system. An equal number of ionization and photoelectric smoke detectors shall be provided above and below the ceiling of the clean room. Detectors shall be spaced a maximum of 120 sq. ft. Devices shall be connected to existing circuits serving the floor. The Preaction system control panel shall be wired to the building fire alarm control panel. C. Codes: 1. Massachusetts State Building Code 6th Edition 2. NFPA 13 (Sprinkler Systems), 1996 edition 3. NFPA 318 (Standards for Clean Rooms) 4. NFPA 72, 1996 edition 5. American with Disabilities Act 6. Authority having jurisdiction- Town of North Andover D. Occupancy & Design Criteria: 1. Type of occupancy- Clean room (Extra Hazard) 2. Maximum spacing of sprinklers- 100 sq./ft. 3. Sprinkler Heads — Concealed type equal to Central Royal Flush Model A 4. Sprinkler Heads — Uprights equal to Central GB -QR 5. Smoke Detectors — Cross zoned, photoelectric and ionization smoke detection system in above and below clean room ceiling. 6. ADA Speaker/Strobe — Located in new tenant clean room and paths of egress. 7. Manual Pull Stations — Located in new tenant clean room. E. Feed & Control Valve Information 1. System: 2 nd Floor 2. Type: Wet system 3. Feeder Location: Existing service from 6" standpipe in the egress stairwell. 4. Control valve: Existing control valve assembly w/ 3" control valve. 5. Preaction System: A Double -Interlocking 4" Preaction Valve w/Cross Zone detection fed from existing wet sprinkler system serving the floor. F. Sequence of Operation 1. Sprinkler System: a) When a sprinkler head fuses & discharges water the flow switch at the floor control valve station is actuated and sends an alarm signal to the FRCP. 2. Preaction system: a) Any drop in the system air pressure below 15psi shall: 1. Activation of flashing red lamp on control panel identified as '` LOW AIR PRESSURE" 2. Activation of continuous ringing bell in the control panel which can be silenced b) The activation of a detector in the preaction zone shall: 1. Activation of flashing red lamp on control panel identified as " DETECTION ACTIVATED" 2. Activation of flashing red lamp on control panel identified as " SYSTEM IN ALARM" 3. Activation of continuous audible signal in the control panel which can be silenced 4. Activation of alarm bells which can be silenced 5. Activation of relay with single contacts indicating a general alarm 6. Activation of relay with single contacts indicating a zone alarm c) The actuation of a detector and a drop in the system air pressure shall: 1. Activation of flashing red lamp on control panel identified as " DETECTION ACTIVATED" 2. Activation of flashing red lamp on control panel identified as " LOW AIR PRESSURE" 3. Activation of flashing red lamp on control panel identified as SYSTEM IN ALARM" 4. Activation of continuous audible signal in the control panel which can be silenced 5. Activation of alarm bells which can be silence 6. Activation of Release Control Panel solenoid valve. A red light on the control panel and identified "SOLENOID OPERATED" lights up Activation of flashing red lamp on control panel identified as "SYSTEM PRESSURIZED" Activation of relay with single contacts indicating a general alarm Activation of relay with single contacts indicating a zone alarm Activation of relay with single contacts indicating a water flow 3. Fire Alarm System: a) The fire alarm command center receives a signal from any automatic or manual alarm device on the designated floor and sends an alarm signal to the Fire Department via the building system notification device. G. Testing Criteria 1. Sprinkler System a) Notify AHJ and owner's representative of time & date of test b) Test piping for two hours at working pressure per NFPA 13, Section 8-2.2.1 *, Exception No. 4. c) Test all water flow detecting devices per NFPA 13. d) Submit material and test certificate to AHJ and owner's representative, architect & engineer. 2. Fire Alarm System a) The test shall be conducted by the building fire alarm maintenance contractor b) Each and every device shall be functionally tested c) Upon function of each device, the corresponding programmed event sequences shall be verified. Subsequent events shall include occupant notification and system annunciation. d) Proper visual notification shall be verified e) Audible sound pressure levels shall be measured and recorded f) A complete report demonstrating the activation and subsequent acknowledgement of each activation shall be generated g) An annual test and inspection contract will be in evidence at the time of final testing. The final system acceptance test shall be conducted by the holder of the test contract, and witnessed by the local authority having jurisdiction — Town of North Andover. HYDRAULIC CALCULAT IONS C 0 V E R S H E E T Cport Cleanroom Above Ceiling Calc. cport-up.job W A T E R S U P P L Y STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 110 RESIDUAL FLOW (gpm) 1635 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 8 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 3000 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 1038.67 gpm AT A PRESSURE OF 101.20 psi AT THE BASE OF THE RISER (REF. PT. 5) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 101 CAST IRON CEMENT LINED (150) 002 SCHEDULE 10 001 SCHEDULE 40 Cport Cleanroom Above Ceiling Calc. cport-up.job PAGE 1 --------------------------------------------------------------------------------------------- SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE --------------------------------------------------------------------------------------------- WITH ZERO PRESSURE REMAINING THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 801 5.60 16.00 29.91 28.53 802 5.60 16.00 28.75 26.35 803 5.60 16.00 30.29 29.26 804 5.60 16.00 28.86 26.55 805 5.60 16.00 27.45 24.02 806 5.60 16.00 27.23 23.65 807 5.60 16.00 27.84 24.71 808 5.60 16.00 26.50 22.40 809 5.60 16.00 25.37 20.52 810 5.60 16.00 24.36 18.92 811 5.60 16.00 25.70 21.06 812 5.60 16.00 24.46 19.07 813 5.60 16.00 23.63 17.80 814 5.60 16.00 22.68 16.39 815 5.60 16.00 23.94 18.27 816 5.60 16.00 22.76 16.52 817 5.60 16.00 22.10 15.57 818 5.60 16.00 21.19 14.32 819 5.60 16.00 22.38 15.97 820 5.60 16.00 21.27 14.42 821 5.60 16.00 20.82 13.82 822 5.60 16.00 19.95 12.70 823 5.60 16.00 21.08 14.17 824 5.60 16.00 20.01 12.77 825 5.60 16.00 19.78 12.47 826 5.60 16.00 18.94 11.44 827 5.60 16.00 20.01 12.77 828 5.60 16.00 18.99 11.49 829 5.60 16.00 18.94 11.44 830 5.60 16.00 18.13 10.48 831 5.60 16.00 19.16 11.70 832 5.60 16.00 18.17 10.52 833 5.60 16.00 18.31 10.69 834 5.60 16.00 17.52 9.79 835 5.60 16.00 18.52 10.93 Cport Cleanroom Above Ceiling Calc. cport-up.job THE SPRINKLER SYSTEM FLOW IS 1089.90 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.210 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE PAGE 2 --------------------------------------------------------------------------------------------- 836 5.60 16.00 17.56 9.83 837 5.60 16.00 17.87 10.18 838 5.60 16.00 17.10 9.32 839 5.60 16.00 18.08 10.42 840 5.60 16.00 17.15 9.38 841 5.60 16.00 17.61 9.88 842 5.60 16.00 16.86 9.07 843 5.60 16.00 17.84 10.15 844 5.60 16.00 16.94 9.14 845 5.60 16.00 17.51 9.77 846 5.60 16.00 16.78 8.98 847 5.60 16.00 17.68 9.97 848 5.60 16.00 16.88 9.08 849 5.60 16.00 17.53 9.80 850 5.60 16.00 16.81 9.01 851 5.60 16.00 17.80 10.10 852 5.60 16.00 16.91 9.12 THE SPRINKLER SYSTEM FLOW IS 1089.90 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.210 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 110.00 psi AT 1635.00 gpm TOTAL SYSTEM FLOW 1339.90 gpm AVAILABLE PRESSURE 119.58 psi AT 1339.90 gpm OPERATING PRESSURE 119.58 psi AT 1339.90 gpm PRESSURE REMAINING 0.00 psi a Cport Cleanroom Above Ceiling Calc. cport-up.job PAGE 3 --------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------- HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 801 5.60 16.00 28.46 25.83 802 5.60 16.00 27.34 23.84 803 5.60 16.00 28.83 26.50 804 5.60 16.00 27.45 24.03 805 5.60 16.00 26.09 21.70 806 5.60 16.00 25.89 21.37 807 5.60 16.00 26.47 22.34 808 5.60 16.00 25.19 20.24 809 5.60 16.00 24.09 18.51 810 5.60 16.00 23.13 17.06 811 5.60 16.00 24.42 19.02 812 5.60 16.00 23.24 17.22 813 5.60 16.00 22.43 16.05 814 5.60 16.00 21.53 14.79 815 5.60 16.00 22.75 16.50 816 5.60 16.00 21.64 14.93 817 5.60 16.00 20.99 14.05 818 5.60 16.00 20.14 12.94 819 5.60 16.00 21.29 14.45 820 5.60 16.00 20.24 13.06 821 5.60 16.00 19.81 12.51 822 5.60 16.00 19.00 11.51 823 5.60 16.00 20.09 12.87 824 5.60 16.00 19.08 11.61 825 5.60 16.00 18.86 11.34 826 5.60 16.00 18.07 10.42 827 5.60 16.00 19.12 11.65 828 5.60 16.00 18.14 10.50 829 5.60 16.00 18.11 10.46 830 5.60 16.00 17.35 9.59 831 5.60 16.00 18.35 10.73 832 5.60 16.00 17.40 9.65 833 5.60 16.00 17.55 9.82 834 5.60 16.00 16.79 8.99 835 5.60 16.00 17.76 10.05 r Cport Cleanroom Above Ceiling Calc. cport-up.job THE SPRINKLER SYSTEM FLOW IS 1038.67 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE PAGE 4 --------------------------------------------------------------------------------------------- 836 5.60 16.00 16.83 9.03 837 5.60 16.00 17.13 9.36 838 5.60 16.00 16.38 8.56 839 5.60 16.00 17.33 9.58 840 5.60 16.00 16.42 8.60 841 5.60 16.00 16.86 9.06 842 5.60 16.00 16.13 8.29 843 5.60 16.00 17.06 9.28 844 5.60 16.00 16.17 8.34 845 5.60 16.00 16.71 8.91 846 5.60 16.00 16.00 8.16 847 5.60 16.00 16.86 9.06 848 5.60 16.00 16.06 8.23 849 5.60 16.00 16.68 8.87 850 5.60 16.00 15.98 8.14 851 5.60 16.00 16.92 9.12 852 5.60 16.00 16.05 8.22 THE SPRINKLER SYSTEM FLOW IS 1038.67 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 110.00 psi AT 1635.00 gpm TOTAL SYSTEM FLOW 1288.67 gpm AVAILABLE PRESSURE 120.07 psi AT 1288.67 gpm OPERATING PRESSURE 109.86 psi AT 1288.67 gpm PRESSURE REMAINING 10.20 psi Cport Cleanroom Above Ceiling Calc. cport-up.job PAGE 5 --------------------------------------------------------------------------------------------- FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 --------------------------------------------------------------------------------------------- Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) --------------------------------------------------------------------------------------------- 1 2 1038.67 85.00 2222 44.52 100 101 9.970 0.005 0.000 109.86 109.25 0.61 2 3 1038.67 99.00 2222 37.10 100 101 7.980 0.014 0.000 109.25 107.35 1.90 3 4 1038.67 60.00 2222 22.26 100 101 5.890 0.061 0.000 107.35 102.31 5.04 4 5 1038.67 18.00 0 0.00 100 101 5.890 0.061 0.000 102.31 101.20 1.10 5 6 1038.67 16.00 0 0.00 100 101 5.890 0.061 6.933 101.20 93.29 0.98 6 7 1038.67 3.00 523 39.69 120 2 5.295 0.073 0.000 93.29 90.15 3.14 7 8 1038.67 60.00 2222 35.92 120 2 4.260 0.212 -6.933 90.15 76.65 20.43 8 9 1038.67 16.00 526 40.66 120 2 4.260 0.212 5.200 76.65 59.44 12.01 9 10 1038.67 30.00 223 39.08 120 2 4.260 0.212 0.000 59.44 44.80 14.64 10 601 1038.67 21.00 2223 48.06 120 2 4.260 0.212 1.733 44.80 28.43 14.64 601 602 926.57 5.00 3 21.12 120 2 4.260 0.172 0.000 28.43 23.97 4.46 602 603 822.94 5.00 3 21.12 120 2 4.260 0.138 0.000 23.97 20.42 3.56 603 604 728.05 4.00 3 21.12 120 2 4.260 0.110 0.000 20.42 17.72 2.70 604 605 639.69 5.00 3 21.12 120 2 4.260 0.086 0.000 17.72 15.53 2.19 605 606 557.03 5.00 3 21.12 120 2 4.260 0.067 0.000 15.53 13.84 1.69 606 607 479.06 5.00 3 21.12 120 2 4.260 0.051 0.000 13.84 12.55 1.29 607 608 404.86 5.00 3 21.12 120 2 4.260 0.037 0.000 12.55 11.59 0.97 608 609 333.66 5.00 3 21.12 120 2 4.260 0.026 0.000 11.59 10.87 0.71 609 610 264.74 5.00 3 21.12 120 2 4.260 0.017 0.000 10.87 10.37 0.50 610 611 197.47 5.00 3 21.12 120 2 4.260 0.010 0.000 10.37 10.04 0.33 611 612 131.26 5.00 3 21.12 120 2 4.260 0.005 0.000 10.04 9.87 0.17 612 613 65.62 4.00 3 21.12 120 2 4.260 0.001 0.000 9.87 9.83 0.04 601 701 55.81 5.00 3 5.30 120 1 1.380 0.228 0.000 28.43 26.08 2.35 701 801 28.46 1.00 0 0.00 120 1 1.049 0.250 0.000 26.08 25.83 0.25 701 802 27.34 8.00 2 1.70 120 1 1.049 0.232 0.000 26.08 23.84 2.24 601 702 56.28 2.00 3 5.30 120 1 1.380 0.232 0.000 28.43 26.76 1.67 702 803 28.83 1.00 0 0.00 120 1 1.049 0.256 0.000 26.76 26.50 0.26 702 804 27.45 10.00 2 1.70 120 1 1.049 0.233 0.000 26.76 24.03 2.73 602 703 51.97 5.00 3 5.30 120 1 1.380 0.200 0.000 23.97 21.91 2.06 703 805 26.09 1.00 0 0.00 120 1 1.049 0.212 0.000 21.91 21.70 0.21 703 806 25.89 8.00 2 2.20 120 1 1.380 0.055 0.000 21.91 21.37 0.54 602 704 51.66 2.00 3 5.30 120 1 1.380 0.198 0.000 23.97 22.55 1.42 704 807 26.47 1.00 0 0.00 120 1 1.049 0.218 0.000 22.55 22.34 0.22 704 808 25.19 10.00 2 1.70 120 1 1.049 0.199 0.000 22.55 20.24 2.32 603 705 47.23 5.00 3 5.30 120 1 1.380 0.168 0.000 20.42 18.69 1.73 705 809 24.09 1.00 0 0.00 120 1 1.049 0.183 0.000 18.69 18.51 0.18 705 810 23.13 8.00 2 1.70 120 1 1.049 0.170 0.000 18.69 17.06 1.63 603 706 47.66 2.00 3 5.30 120 1 1.380 0.171 0.000 20.42 19.21 1.21 706 811 24.42 1.00 0 0.00 120 1 1.049 0.188 0.000 19.21 19.02 0.19 706 812 23.24 10.00 2 1.70 120 1 1.049 0.171 0.000 19.21 17.22 1.99 604 707 43.97 5.00 3 5.30 120 1 1.380 0.147 0.000 17.72 16.21 1.51 Cport Cleanroom Above Ceiling Calc. cport-up.job PAGE 6 --------------------------------------------------------------------------------------------- FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 --------------------------------------------------------------------------------------------- Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) --------------------------------------------------------------------------------------------- 707 813 22.43 1.00 0 0.00 120 1 1.049 0.161 0.000 16.21 16.05 0.16 707 814 21.53 8.00 2 1.70 120 1 1.049 0.149 0.000 16.21 14.79 1.42 604 708 44.39 2.00 3 5.30 120 1 1.380 0.149 0.000 17.72 16.67 1.05 708 815 22.75 1.00 0 0.00 120 1 1.049 0.165 0.000 16.67 16.50 0.16 708 816 21.64 10.00 2 1.70 120 1 1.049 0.150 0.000 16.67 14.93 1.74 605 709 41.13 5.00 3 5.30 120 1 1.380 0.130 0.000 15.53 14.19 1.34 709 817 20.99 1.00 0 0.00 120 1 1.049 0.142 0.000 14.19 14.05 0.14 709 818 20.14 8.00 2 1.70 120 1 1.049 0.132 0.000 14.19 12.94 1.26 605 710 41.53 2.00 3 5.30 120 1 1.380 0.132 0.000 15.53 14.60 0.93 710 819 21.29 1.00 0 0.00 120 1 1.049 0.146 0.000 14.60 14.45 0.15 710 820 20.24 10.00 2 1.70 120 1 1.049 0.133 0.000 14.60 13.06 1.54 606 711 38.81 5.00 3 5.30 120 1 1.380 0.117 0.000 13.84 12.64 1.20 711 821 19.81 1.00 0 0.00 120 1 1.049 0.128 0.000 12.64 12.51 0.13 711 822 19.00 8.00 2 1.70 120 1 1.049 0.118 0.000 12.64 11.51 1.13 606 712 39.17 2.00 3 5.30 120 1 1.380 0.119 0.000 13.84 13.00 0.84 712 823 20.09 1.00 0 0.00 120 1 1.049 0.131 0.000 13.00 12.87 0.13 712 824 19.08 10.00 2 1.70 120 1 1.049 0.119 0.000 13.00 11.61 1.39 607 713 36.93 5.00 3 5.30 120 1 1.380 0.106 0.000 12.55 11.46 1.10 713 825 18.86 1.00 0 0.00 120 1 1.049 0.116 0.000 11.46 11.34 0.12 713 826 18.07 8.00 2 1.70 120 1 1.049 0.108 0.000 11.46 10.42 1.04 607 714 37.26 2.00 3 5.30 120 1 1.380 0.108 0.000 12.55 11.77 0.78 714 827 19.12 1.00 0 0.00 120 1 1.049 0.119 0.000 11.77 11.65 0.12 714 828 18.14 10.00 2 1.70 120 1 1.049 0.108 0.000 11.77 10.50 1.27 608 715 35.46 5.00 3 5.30 120 1 1.380 0.099 0.000 11.59 10.57 1.02 715 829 18.11 1.00 0 0.00 120 1 1.049 0.108 0.000 10.57 10.46 0.11 715 830 17.35 8.00 2 1.70 120 1 1.049 0.100 0.000 10.57 9.59 0.98 608 716 35.74 2.00 3 5.30 120 1 1.380 0.100 0.000 11.59 10.84 0.74 716 831 18.35 1.00 0 0.00 120 1 1.049 0.111 0.000 10.84 10.73 0.11 716 832 17.40 10.00 2 1.70 120 1 1.049 0.100 0.000 10.84 9.65 1.19 609 717 34.33 5.00 3 5.30 120 1 1.380 0.093 0.000 10.87 9.92 0.96 717 833 17.55 1.00 0 0.00 120 1 1.049 0.102 0.000 9.92 9.82 0.10 717 834 16.79 8.00 2 1.70 120 1 1.049 0.094 0.000 9.92 8.99 0.93 609 718 34.58 2.00 3 5.30 120 1 1.380 0.094 0.000 10.87 10.16 0.72 718 835 17.76 1.00 0 0.00 120 1 1.049 0.104 0.000 10.16 10.05 0.10 718 836 16.83 10.00 2 1.70 120 1 1.049 0.094 0.000 10.16 9.03 1.13 610 719 33.52 5.00 3 5.30 120 1 1.380 0.089 0.000 10.37 9.45 0.91 719 837 17.13 1.00 0 0.00 120 1 1.049 0.097 0.000 9.45 9.36 0.10 719 838 16.38 8.00 2 1.70 120 1 1.049 0.090 0.000 9.45 8.56 0.89 610 720 33.75 2.00 3 5.30 120 1 1.380 0.090 0.000 10.37 9.68 0.69 720 839 17.33 1.00 0 0.00 120 1 1.049 0.100 0.000 9.68 9.58 0.10 720 840 16.42 10.00 2 1.70 120 1 1.049 0.090 0.000 9.68 8.60 1.08 611 721 32.98 5.00 3 5.30 120 1 1.380 0.086 0.000 10.04 9.16 .0.89 Cport Cleanroom Above Ceiling Calc. cport-up.job PAGE 7 --------------------------------------------------------------------------------------------- FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 --------------------------------------------------------------------------------------------- Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) --------------------------------------------------------------------------------------------- 721 841 16.86 1.00 0.00 120 1 1.049 0.095 0.000 9.16 9.06 0.09 721 842 16.13 8.00 2 1.70 120 1 1.049 0.087 0.000 9.16 8.29 0.86 611 722 33.23 2.00 3 5.30 120 1 1.380 0.087 0.000 10.04 9.38 0.67 722 843 17.06 1.00 0 0.00 120 1 1.049 0.097 0.000 9.38 9.28 0.10 722 844 16.17 10.00 2 1.70 120 1 1.049 0.088 0.000 9.38 8.34 1.04 612 723 32.71 5.00 3 5.30 120 1 1.380 0.085 0.000 9.87 9.00 0.87 723 845 16.71 1.00 0 0.00 120 1 1.049 0.093 0.000 9.00 8.91 0.09 723 846 16.00 8.00 2 1.70 120 1 1.049 0.086 0.000 9.00 8.16 0.84 612 724 32.92 2.00 3 5.30 120 1 1.380 0.086 0.000 9.87 9.24 0.63 724 847 16.86 2.00 3 5.30 120 1 1.380 0.025 0.000 9.24 9.06 0.18 724 848 16.06 10.00 2 1.70 120 1 1.04.9 0.086 0.000 9.24 8.23 1.02 613 725 32.65 5.00 3 5.30 120 1 1.380 0.085 0.000 9.83 8.96 0.87 725 849 16.68 1.00 0 0.00 120 1 1.049 0.093 0.000 8.96 8.87 0.09 725 850 15.98 8.00 2 1.70 120 1 1.049 0.086 0.000 8.96 8.14 0.83 613 726 32.97 2.00 3 5.30 120 1 1.380 0.086 0.000 9.83 9.22 0.62 726 851 16.92 1.00 0 0.00 120 1 1.049 0.095 0.000 9.22 9.12 0.10 726 852 16.05 10.00 2 1.70 120 1 1.049 0.086 0.000 9.22 8.22 1.00 A MAX. VELOCITY OF 23.37 ft./sec. OCCURS BETWEEN REF. PT. 10 AND 601 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. The Commonwealth of Massachusem Department of Industrial Acc dents Otllce 911nYeSVff2LJvns 600 Washington S/reet Boston, Mass. 03111 Workers' Compensation Insurance Affidavit 1:: wor:c myse!t. f I a scie prooicor and have no one workinz in an,i cooacir/ I a -m an employer providing worxe.s' comceasation for my emolove_s worxiniz on this job. 24M NOR -1=16M 1n GInaoT % rv� D Juye -s. /" /R ®I cv 3 d I ---a Sole prCCRe:Cr, at!ne.^_1 cone:=or, or homeowner (circle one, and have hire^. the CO[1C: iC:Ors iLie^. btiOW wC0 [l Ve the "bilowin- wor'.<ea' ccmce^sat:en pelices: nhnn� d- in��rr-i ..... s.^r-' nhnrjr Facture :o secure cavcr:g: ss rcqutrea unucr Sccnon 35A of .NIGi_ I5= cnn iead to the imoostnon of crtmtnal peaatae of a line up to 51_a?0.00 inaicir aoe vcar:' imor.:onmv-r as wca u civii -_cnauc: in the furor of s STOP WORK 0 PLO ER and a rine of 5100.00 a day against me- I under_uad :bat a caoy of :%:s st_-cm ent maw zc for- 7rcc-* :o inc C(Gc: of Invcsug3duns of rhe D[A ror cover3g,: • enficanon. :'a rere_yndrr:he?ai.as and ai:ia of ?rriury that the in;ormulian?rovrdt: s0ove is ;rle and carne _:z .an_ Z., alLc:a: sic snty do no. -..r:tc :n :t:rs :rcu :a be cornpwcu by c:ry .)r :own oMcui c:ry or :own: permtv!ircn:c _ c^cu :f irnmv_iatc rc:aunsc :s rcauar cant.:: per -on: ptsanc :. :,c-.— :.n7 ?..k. r Sut]diag Depar-mca( :Licensing 3o2ra C.�,cicc:mca's Ofticc —Health Dc:)ar:mcat ^Other l Town of North Andover Building Department 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 9 DEBRIS DISPOSAL FORM µORT} O �t4to i6 ti 'p [KK,y WK• 4�A4Tan IPp`yli5� In accordance with the provisions of MGL c 40 s 54, and a condition of Building permit# the debris resulting from the work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL cl 1, sl 50a. /The debris will be disposed of in /at: Facility location ig ture of Applicant Date NOTE: A demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. m January 16, 2001 YAIJE Mr. James Maguire Facilities Manager C -Port / Motorola, Corporation 2 High Street, 1st Floor North Andover, MA 01845 Dear Jim, After review of all bid package drawings for the additions/alterations to Building No. 11, first floor, including the two additional electrical plans (E4 and E5) received on Friday January 12, 2001 Yale Properties has `approved' these construction documents (noted below) for Application for Permitting by The Town of North Andover. Approved construction documents as s follows — A201 SECOND FLOOR PLAN — CONSTRUCTION OF NEW CLEAN ROOM A202 THIRD FLOOR PLAN — CONSTRUCTION OF BOILER FLUE A301 SECOND FLOOR — REFLECTED CEILING PLAN A302 SECOND FLOOR — REFLECTED PLENUM PLAN A501 SECOND FLOOR — CLEAN ROOM ELEVATIONS & WALL SECTIONS A601 SECOND FLOOR — CLEAN ROOM ELEVATIONS P-1 SECOND FLOOR — PLUMBING BASE PLAN FP -1 SECOND FLOOR — FIRE PROTECTION & LEGEND BASE PLAN H-1 - HVAC LEGEND H-2 SECOND FLOOR — DEMOLITION PLAN H-3 SECOND FLOOR — NEW WORK PLAN H-4 ROOF & THIRD FLOOR PLAN H-5 -SCHEDULES H-6 SECOND FLOOR PLAN - CONTROLS SHEET #1 H-7 SECOND FLOOR PLAN - CONTROLS / DIAGRAMS SHEET #2 H -g - DETAILS SHEET #1 H-9 - DETAILS SHEET #2 E-1 - ELECTRICAL LEGEND & SCHEDULES E-2 SECOND FLOOR PLAN - ELECTRICAL LIGHTING & DEMOLITION E-3 SECOND FLOOR PLAN - ELECTRICAL POWER PLAN E-4 SECOND FLOOR PLAN — ELECT. POWER RISER DIAGRAM & SCHED. E-5 SECOND FLOOR PLAN - ELECTRICAL POWER ROUTING PLAN * Please note that in the event any additional engineering documents are required during the construction process, submittals must be presented to the Landlord prior to any approved alterations/changes of the base project. * Please note also that this letter of approval is contingent upon recent correspondence between Yale Properties (Landlord) and C -Port / Motorola Corporation (Tenant) in agreeing to the terms indicated on Page No. -2 of this Approval Letter. One High Street, North Andover, Massachusetts 01845 Tel.: (978) 682-8708 Fax: (978) 682-8713 C -PORT / MOTOROLA CORPORATION — MODIFICATIONS & ALTERATIONS TO BUILDING NO. 11 1/16/01 The following issues addressed in recent correspondence between Yale Properties and C -Port / Motorola Corporation are resolved by means of the following conditions — Compressor — Based upon our understanding that access to this unit for repairs/preventive maintenance will be limited and access granted only by the Landlord or Security, we will allow the existing location to remain — Building No. 11 Boiler Room. Reverse Osmosis System — Belongs to Schneider Electric. Provisions are currently being made with this Tenant to dispose of this system in order to allow better access around the new AHU-1 / H-3. Proposed 3'-0" Corridor Rear of New Clean Room — Approved as noted. Chiller Vibration Isolators — (H-8 Air Cooled Chiller Piping Detail) Landlord is requesting further detail from Tenant Engineer indicating methods of construction and materials used prior to tie-in of the chiller to the roof. New gas Meter — It is out understanding that the new HVAC System will require gas. Pick-up of any existing `common' house gas line for the sole use by one tenant shall be metered in order to establish direct billing to the Tenant by the Utility Company. Existing PVC for Power Routing — This Approval Letter from the Landlord is an acknowledgement of all work proposed as outlined in the construction bid documents and not authorization to draw existing power from the Switchgear Room using existing pvc conduit. Authorization for this work has to be approved by The Town Wiring Inspector. New Chiller — Upon completion of installation, Landlord reserves the right to request an enclosure be installed around entire unit if deemed necessary for aesthetic reasons. Future 30 -Ton Chiller — Landlord reserves the right to approve/disapprove any future modifications to the existing chiller and piping or an added chiller/piping. Limit of Work Area — It is understood by both parties that the original `work area' shown on the West Side of Building No.I 1 was intended as an alternate location for AH -1. . Whereas this unit will be erected in the Boiler Room of Building No. 11, no work shall be performed in this area. New Louvers — With regard to any modifications/alterations to the fagade of the project, it is the responsibility of the Tenant (prior to any build -out) to submit sample materials to Landlord for approval. New louvers required for additional HVAC shall be submitted to Landlord prior to installation. Chilled Water Piping — All piping supplies/returns shall be piped directly below the chiller and through the underside of the roof in order to eliminate any exposed piping. Sincerel David G. Cohan Property Manager North Andover Mills cc: Karl Pearson, C -Port / Motorola Corporation Jim Ward, Republic Building Contractors Jim Lesko, Yale Properties USA, Inc. File I# �_ �- ��• .`.lftpe�iL�t�S73.4�Efl(!Y-;{��t�'�%�S BOARD ai auiLOiN � BION License:CONSTRU . CT{6FiiiS4i =iiUlnT: s045467- Birthdate: 03108./196>4 Expires. Q31081200 Tr. no: - 8194, Restricted T9,:, bo .F : JAMES H BURNS 23 $PDbLE HILL RD z . i BOXFORD.. MA 41921 " '• Mir inistratar N2 4633 0 Date./.-. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ............ has permission to perform . ./).. .. '••••••••••••••• plumbing in the buildings of ...- 1'.' !`. � . ................... . at ... /.../-/.i. 5. j .... 5-1 .............. ('�. , North Andover, Mass. Fee. � ��. " . Lic. No.. ........ . ?!?-...... . PELUMBING INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) N64� A"&er Mass. Date jL% ZZ- 2000 Permit # - ,� Building Location -- -- \J Type of Occupancy: New ❑ Renovation ❑' Replacement ❑ Plans Submitted: Yes L] No i_,.,I FIXTURES fnl i W Y iN J 00 z.icn iJ �I J N Lll N N � LuuiLu 'w SUB-BSMT. BASEMENT :1 ST FLOOR' - 2NDFLOOR 3RD FLOOR z >'' fn Z W W CC Z _ ! N d 0- m Z ,..1 t Q N u j_ r cnlY I�a Z l Qia Q;� x W 0 a J Z! a cc �J LL _j � I LL Cr Z O OiNi?!LL ? Iw�i-10 L) =I _alrtia cr a o ra-; u co o j i i I 4YH FLOOR` !.. I STH FLOOR I LP - I I - — - 6TH FLOOR - _i 7TH FLOOR _ I_ -- -. 8TH FLOOR --L-- ^� t Check one: Certificate Installing Company Name r 3G_x Corporation_Z -- _._. _. ❑ Partnershi Address i� i�11ur _5�,----�`------- ---- - -- — P------ - _ Dc,v-,yess ❑Firm /Co. Business Telephone Name of Licensed Plumbe D �1C�►�1v_�_✓�. INSURANCE COVERAGE I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142 Yes p< No ❑ It you ha checked yes, please indicate the type of coverage by checking the approapriate box A liability insurance policy C3-,. Other type of indemnity 0 Bond ❑ OWNER;S INSURANCE WAWER: lam aware that the licensee`does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check One: a Signature of Owner or'Owner Agent - ------ --- Owner ❑ Agent ❑ . I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installation performed undre the permit issued for this application will be in compliar:-e with ali pertinent provisions of the Massachusetts State Plumbing Code and Cha 142 of the General Laws.._ Signa of Licensed Plumber Type of License: Master'23'C Journeyman J License Number -1 April 23, 2001 RDK RICHARD D. KIMBALL COMPANY, INC. c0 N S U L T I N G E N G I N E E R S HVAC ♦ Plumbing ♦ Electrical ♦ Telecommunications ♦ Fire Protection ♦ Life Safety ♦ Energy Conservation frsez at ee rwtcy a� �r2�tr2eeziruy �xceCeer�ce Mr. Jim Diozzi DIVISION OF COMMUNITY DEVELOPMENT Town of North Andover 27 Charles Street North Andover, MA RE: C -Port Corporation North Andover Job #: 20265.00 Dear Mr. Jim: The following is a response to your request to confirm the sizing of the boiler combustion / ventilation openings on the C -Port project. The response is as follows: Mass Code / BOCA 93 Massachusetts Code 780 CMR 6th Edition references BOCA 93. Chapter 10 (attached — from BOCA 93) requires two openings, one high (ventilation) .and one low (combustion), be provided. Each opening must be sized to meet or exceed the unobstructed opening requirements of 1 square inch per 4,000 BTUH of the boiler capacity. Required Openings Free Area 1,122,000 BTUH input boiler capacity = 280.5 sq. inches required per opening 4,000 BTUH / sq. inch Designed Openings Free Area 36"x 12" = 432 -sq. inches per opening Our design exceeds the requirement by 54%. I AE IA) Z--. IIG DEPT 200 Brickstone Square, Andover, Massachusetts 01810-1488 (978) 475-0298 fax (978) 475-5768 e-mail Info@RDKimball.com txVIr. Jim Diozzi Page 2 April 23, 2001 Please don't hesitate to call if you should need any further assistance. Very truly yours, RICHARD D. KIMBALL COWANY, INC. Kris Scarborough `/ Mechanical Engineer KS/jll L:Vobs\20265.00\letter\0423-0I Diozzi.doc Attachment: Concerns List Cc: L. Purcell (BHKR) 04/24/2001 11:12 FAX 617 423 4333 BURT HILL 2 002 ARC.MTECT'S AFFIDAVIT T o the inspectional Services Authority of worth Andover, Massachusetts: I certify that I, or my representative, have observed the work and site associated with the following project: C -PORT Corporation / f' North Andover Mills —, Building #11 One High Street North Andover, MA. 01845 during the weeks of March 8, 2001 through April 18, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell, AIA , Architect S ignature Burt Hill Kosar Rittelmann Assoc. 270 Congress Street Boston, MA 02210 D to 04/24/2001 11:12 FAX 617 423 4333 BURT HILL Burt Hill Kosar Rittelmann Associates Architecture Engineering Interior Design Landscape Master Planning Research 270 Congress Street Boston, MA 02210 617.423.4252 FAX 617.423.4333 Fax from: Todd M. Thomas 9001 April 24, 2001 To: Film: Fax Number. Building Department / Town of North Andover, MA 978-688-9542 Inspectional Services Jim Ward Republic Building Cont actors 978-750-8893 Subject/Project Number. 2083800 C -PORI' Corporation Cleanroom Building 911 - North Andover Mills One High Street North Andover,lVlA Transmission information: Number of Pages (including this one): 2 Fax Operator. trnt It you do not receive all pages, call the Operator. Comments: To the Building Inspector, North Andover, MA: Please find following the weekly Architect's Affidavits for the above referenced job. If there are any questions or problems, please call me at 617-423-4252. Respectfully, Todd M. Thomas, AIA Associate Nbos_filelprojectslprojectsVOGO 20838Vaxesmweekl3 affadv cover tax.doc Page 1 of 1 _ - � � 6�, _� -C------�-1 5 _, r RDK RICHARD D. KIMBALL COMPANY, INC. c0 N S U L T I N G E N G I N E E R S HVAC ♦ Plumbing ♦ Electrical ♦ Telecommunications ♦ Fire Protection ♦ Life Safety ♦ Energy Conservation 6uez a eeKtuzc� ui� Eaqu erzeezc tu, �xceP�ecue April 20, 2001 Mr. Jim Diozzi DIVISION OF COMMUNITY DEVELOPMENT Town of North Andover 27 Charles Street North Andover, MA RE: Cport Corporation North Andover Job #:'20265.00 Dear Mr. Jim: The following is a response to your request to confirm the sizing of the boiler combustion / ventilation openings on the CPort project. The response is as follows: Mass Code / BOCA 93 Massachusetts Code 780 CMR 6`I' Edition references BOCA 93. Chapter 10 (attached — from BOCA 93) requires two openings, one high (ventilation) and one low (combustion), be provided. Each opening must be sized to meet or exceed the unobstructed opening requirements of 1 square inch per 4,000 BTUH of the boiler capacity. Required Ogenins Free Area 1,122,000 BTUH input boiler capacity = 280.5 sq. inches required per opening 4,000 BTUH / sq. inch Designed Openings Free Area 36"x 12" =432 sq.,inches per opening 200 Brickstone Square, Andover, Massachusetts 01810-1488 (978) 475-0298 fax (978) 475-5768 e-mail Info@RDKimball.com Mr. Jim Diozzi DIVISION OF COMMUNITY DEVELOPMENT Town of North Andover Page 2 April 20, 2001 Our design exceeds the requirement by 54%. Please don't hesitate to call if you should need any further assistance. Very truly yours, Mechanical Engineer KS/jll L:Vobs\20265.00\letter\O 1 -09-01 Ward. doc Attachment: Concems List Cc: L. Purcell (BHKR) Z-3: (D 0. ,-4 0 N 03/20/2001 16:53 FAX 617 423 4333 BURT HILL Burt Hill Kosar Rittelmann Associates Architecture Engineering Interior Design Landscape Master Planning Research 270 Congress Street Boston, MA 02210 617.423.4252 FAX 617.423.4333 Fax from: Todd M. Thomas 0 001 March 20, 2001 To: Firm: Fax Number: Building Department / Town of North Andover, MA 978-688-9542 Inspectional Services Jim Ward Republic Building Contractors 978-750-8893 Subject/Project Number: 2083800 C -PORT. Corporation Cleanroom Building #11 - North Andover Mills / / V One High Street North Andover, MA Transmission Information: Number of Pages (including this one): 2 Fax Operator: tent ifyou do not receive att pages, call the Operator. Comments: To the Building Inspector, North Andover, MA: Please find following the weekly Architect's Affidavits for the above referenced job. If there are any questions or problems, please call me at 617-423-4252. Respectfully, Todd M. Thomas, AIA Associate I~boa_fitetprojectsiprojects12000\20838Vaxeshveek7 affadv cover fax. doc Page 1 of 1 03/20/2001 16:54 FAX 617 423 4333 BURT HILL IM005 ARCHITECT'S AFFIDAVIT To the Inspectional Services Authority of North Andover, Massachusetts: I certify that I, or my representative, have observed the work and site associated with the following project: C -PORT Corporation North Andover Mills — Building #11 One High Street North Andover, MA. 01845 during the week of February 15, 2001 through February 21, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell, AIA Architect Burt Hill Kosar RitteImann Assoc. 270 Congress Street Boston, MA 02210 3/120/0 D to 03/20/2001 16:54 FAX 617 423 4333 BURT HILL 9 004 ARCHITECT'S AFFIDAVIT To the Inspectional Services Authority of North Andover, Massachusetts: I certify that I, or my representative, have observed the work and site associated with the following project: C -PORT Corporation North Andover Mills — Building # 11 One High Street North Andover, MA. 01845 during the week of February 22, 2001 through February 28, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell, AIA Architect Burt Hill Kosar Rittelmann Assoc. 270 Congress Street Boston, MA 02210 S' nature D to 03/20/2001 16:54 FAX 617 423 4333 BURT HILL fj003 ARCHITECT'S AFFIDAVIT To the Inspectional Services Authority of North Andover, Massachusetts: I certify that 1, or my representative, have observed the work and site associated with the following project: C -PORT Corporation North Andover Mills — Building #11 One High Street North Andover, MA. 01845 during the week of March 1, 2001 through March 7, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell, AIA ._ Architect �,amrP Burt Hill Kosar R.ittelmann Assoc. 270 Congress Street Boston, MA 02210 ate 03/20/2001 16:54 FAX 617 423 4333 BURT HILL 11002 ARCHITECT'S AFFIDAVIT To the Inspectional Services Authority of North Andover, Massachusetts: I certify that I, or my representative, have observed the work and site associated with the following project: C -PORT Corporation North Andover Mills — Building #11 One High Street North Andover, MA. 01845 during the week of March 8, 2001 through March 14, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell, AIA Architect Burt Hill Kosar Rittelmann Assoc. 270 Congress Street Boston, MA 02210 �-_ —9 1-� S gnature 02/20/2001 11:52 FAX 617 423 4333 Burt Hill Kosar Rittelmann Associates Architecture Engineering Interior Design Landscape Master Planning Research 270 Congress Street Boston, MA 02210 617.423.4252 FAX 617.423.4333 BURT HILL Fax from: Todd M. Thomas Q001 February 20, 2001 To: Firm: Fax Number: Building Department / Town of North Andover, MA 978-688-9542 Inspectional Services Jim Ward Republic Building Contractors 978-750-8893 SubjectlProject Number: 2083800 C -PORT Corporation Cleanroom Building #11 North Andover Mills 'One..fhgh Street t North Andover, MA Transmission Information: Number of Pages (including this one): 2 Fax Operator. tmt If you do not receive all pages, call the Operator. Comments: To the Building Inspector, North Andover, MA: Please find following the weekly Architect's Affidavit for the above referenced job. If there are any questions or problems, please call me at 617-423-4252. Respectfully, Todd M. Thomas, AIA Associate f:1projects12000X208381faxeslweek3 affadv cover fax.doc Page 1 of 1 02/20/2001 11:52 FAX 617 423 4333 BURT HILL 1002 ARCHITECT'S AFFIDAVIT To the Inspectional Services Authority of North Andover, Massachusetts: I certify that I, or my representative, have observed the work and site associated with the following project: C -PORT Corporation North Andover Mills — Building #11 One High Street North Andover, MA. 01845 during the week of February 8, 2001 through February 14, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell, AIA Architect Burt Hill Kosar Rittelmann Assoc 270 Congress Street Boston, MA 02210 Kignature Z- Zo L Date 02/06/2001 17:10 FAX 617 423 4333 BURT HILL Burt Hill Kosar Rittelmann Associates Architecture Engineering Interior Design Landscape Master Planning Research 270 Congress Street Boston, MA 02210 617.423.4252 FAX 617.423.4333 Fax from: Todd M. Thomas Q001 February 6, 2001 To: Firm: Fax Number: Building Department / Town of North Andover, MA 978-688-9542 Inspectional Services Jim Ward Republic Building Contractors 978-750-8893 Subject/Project Number: 2083800 rC=PORT_Corporation:Cleanroom-!j Building #°11=North Andover Mills L00- HigliStreet- North Andover, MA Transmission Information: Number of Pages {including this one}: 2 Fax Operator: tint If you do not receive all pages, call the Operator Comments: To the Building Inspector, North Andover, MA: Please find following the weekly Architect's Affidavit for the above referenced job. If there are any questions or problems, please call me at 617-423-4252. Respectfully, Todd M. Thomas, AIA Associate Y.1projects120001208381faxeslweekl affadv cover fax.doc Page 1 of 1 02/06/2001 17:10 FAX 617 423 4333 BURT HILL Q002 A ARCHITECT'S AFFIDAVIT To the Inspectional Services Authority of North Andover, Massachusetts: I certify that I, or my representative, have observed the work and site associated with the following project: C -PORT Corporation North Andover Mills — Building 411 One High Street North Andover, MA. 01845 during the week of January 28, 2001 through February 3, 2001, and that to the best of my knowledge, information and belief, the work performed and completed to this point is in conformance with the permit and plans approved by the Inspectional Services Authority, with the provisions of the Massachusetts State Building Code and all other pertinent rules, regulations and ordinances. J. Lawrence Purcell Architect Si afore Burt Hill Kosar Rittelmann Assoc. 270 Congress Street (� Boston, MA 02210 Date VOM v tQ � LA � o Y RD K RICHARD D. KIMBALL COMPANY, INC. 200 Brickstone Square, Andover, MA 01810-1488 (978)475-0298 fax (978)475-5768 e-mail Info@RDKimball.com Letter of Transmittal To: Division of Community Development Town of Andover 27 Oharles Street North Andover, MA WE ARE SENDING YOU 0 Attached Shop drawings Prints Specifications P Copy of letter X Other Final Affidavits Date: 4/25/01 Job No. 20265 Att: Jim Diozzi Re: C- ort Final Affidavits Under separate cover via Plans BDiskettes Submittals F� Change order COPIES DATE NO. DESCRIPTION 1 Final Affidavits THESE ARE TRANSMITTED as checked below: For Approval Approved as submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment FORBIDS DUE: PRINTS RETURNED AFTER LOAN TO US REMARKS: Copy to: file, Republic, BHKR Signed: David Levesque If enclosures are not as noted, kindly notify us at once. ELECTRICAL FINAL INSPECTION AFFIDAVIT To the Inspectional Services Commissioner: I certify that I, or my authorized representative, have inspected the work associated with Permit No. dated locus C -Port Corporation Buildina 11, 1 Hieh Street. North Andover Ward (on the dates used below or on at least below occasions during construction) and that to the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and4*nances..3353S. REG. NO. Richard D. Kimball Co., Inc COMPANY 200 Brickstone Sg., Andover, MA ADDRESS 978-475-0298 PHONE Weekly Inspections Conducted: February 21St through April 20 2001 Then personally appeared the above-named 1IL 14er and made oath that the above statement by him is true. Before me, My Commission expi es ; �-t /A 20 PLUMBING FINAL INSPECTION AFFIDAVIT To the Inspectional Services Commissioner: I certify that I, or my authorized representative, have inspected the work associated with Permit No. dated locus C -Port Corporation Building 11, 1 High Street, North Andover Ward (on the dates used below or on at least below occasions during construction) and that to the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. NEER - S G. O. Richard D. Kimball Co., Inc COMPANY 200 Brickstone Sq., Andover, MA ADDRESS 978-475-0298 PHONE Weekly Inspections Conducted: February 21St through April 20 2001 Then personally appeared the above-namedc—�V.4r`lrV's l�, _ and made oath that the above statement by him i Before me, My Commission expires �� 20 - FIRE PROTECTION FINAL INSPECTION AFFIDAVIT To the Inspectional Services Commissioner: I certify that I, or my authorized representative, have inspected the work associated with Permit No. dated locus Ward C -Port Corporation Building 11, 1 High Street, North Andover (on the dates used below or on at least below occasions during construction) and that to the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinancp-./i -�Z� tie?-, ENGINEER — Richard D. Kimball Co.. Inc COMPANY 200 Brickstone Sq., Andover, MA ADDRESS 978-475-0298 PHONE Weekly Inspections Conducted: February 21St through April 20 2001 Then personally appeared the above-namedCkAt"V\--r3 C�,ry v\k�- and made oath that the above statement by him is true. Before me, res My Commission ex /.L 20 0 MECHANICAL FINAL INSPECTION AFFIDAVIT To the Inspectional Services Commissioner: I certify that I, or my authorized representative, have inspected the work associated with Permit No. dated locus C -Port Corporation Building 11, 1 High Street, North Andover Ward (on the dates used below or on at least below occasions during construction) and that to the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. ,.\ ENGINEER = Richard D. Kimball Co., Inc COMPANY 200 Brickstone Sq., Andover, MA ADDRESS 978-475-0298 PHONE Weekly Inspections Conducted: February 21St through April 20 2001 Then personally appeared the above-named and made oath that the above statement by him is true. Before me, My Commission expires / /�- 20 4 " `