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HomeMy WebLinkAboutBuilding Permit #439 - 1600 OSGOOD STREET 12/9/2009 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: DV Date Received Date Issued: 4� a /IMPORTANT:Applicant must complete all items on this age LOCATION 1600 0O OS c(.) D S ' TZ Print PROPERTY OWNER t -�' Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no !Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: ommercia Repair, replacement Assessory Bldg Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED; 7—&IV d h'7" T�i/� O}r" /OAIZO� 14 4 TSL Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: � CONTRACTOR Name: Uo�/Td' /�✓I'G�h �t�x' Phone: Address:��-rTs ,� ST Supervisor's Construction License: Exp. Date: ZL roJ b Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Snz�P,41,ey Phone: 9��3 ���• 5��5 Addresss7 4!77,9 Reg. No. s L 9� FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ �Z 2 Check No.: 06> Receipt No.: NOTE: Persons contractin egisfored contractors do not have access to the guaranty fund Signature of Agent/Ow `�� Signature of contractor 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 CONSERVATION Reviewed on Signature N COMMENTS HEALTH Reviewed on Signature COMMENTS _ A Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster n site yes f no _ Located at 924 Main Street / q Fire Department signature/date COMMENTS 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 2008 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008 V Location No. A re Date ,.ORTp TOWN OF NORTH ANDOVER H49 - F Certificate of Occupancy $ ZI 4-12 cNus CHU Eta' Building/Frame Permit Fee $ J� ,/ -- Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # b 226oS Bq)6ng Inspector �AORT#i ToVVn of 0 , i�� No. 4/31 o dover, Mass., f:&AZ6_ 0 LAK COCMIC ME W ICK y1. ORATED `s BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THISCERTIFIES THAT................ ...d .............:.... ..:.. ..4... ;........................................... ..................................... Foundation has permission to erect.................. / ��� .... buildings on .../ /�t� Rough to be occupied as.........C....... /. ......... ... /..0 5...,....~..../...���``.`.............. `.� :L '..-r5}C.taF� Chimney provided that the person accepting this permit shall in'every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, �• Final p Y 9 p AltQration and Construction of Buildings in the Town of North Andover. //c-ter'- PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTION S ,ARTS Rough .............................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Dyne FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. OPHIR Ophir Optics, Inc. To:Votze Butler Associates Subject Ophir Expansion Date:September 18,2009 Ophir Optics, Inc.intends to contract Votze Butler Associates for our 5000 sgft expansion project.This expansion is adjacent Ophir's space on the east side of building 21 at 1600 Osgood street. The total construction cost of this project is$368,548. Tim Petter Operations Manager Ophir Optics, Inc. 1600 Osgood St. • North Andover,MA 01845 • Tel.978.657-6410 • Fax 978-657-6056 • www.ophiropticsinc.com �Boi@fu>}k#iebaa�� �ft #geb Construction Supervisor License License: CS 71398 91 P + ¢ f Expiration Xl/22/2010 Tr# 16798 Restriction; 00 , ' DANIEL R STONE i f 20 SMITHFARM RD_ X� STATHAM, NH 03885 Commissioner//"' r , r � ACORD-. CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 09/22/2009 PRODUCER (978) 686-2266 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NORTH ANDOVER INSURANCE AGENCY INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR M.J. FOSTER INSURANCE SERVICES ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 163 MAIN STREET NORTH ANDOVER MA 01845-2508 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:ACADIA INSURANCE Votze, Butler & Associates, Inc. INSURER B: 44 Stedman Street Suite 8 INSURER C: INSURER D: Lowell MA 01851– INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR NSRD TYPE OF INSURANCE POLICY NUMBER DATE(MM/DDIYY) DATE(MM/DD/YY) LIMITS A X GENERAL LIABILITY CPA0115972 05/30/2009 05/30/2010 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 250 000 PREMISES Ea occurrence $ r CLAIMS MADE a OCCUR / / / / MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICYFX]JECT LOC A X AUTOMOBILE LIABILITY MAA0115973 05/30/2009 05/30/2010 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS / / / / BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS / / / / BODILY INJURY $ X NON-OWNED AUTOS (Per accident) X COM DED $500 / / / / PROPERTY DAMAGE $ X COLL DED $500 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / / OTHER THAN EA ACC $ AUTO ONLY: AGG $ A X EXCESS/UMBRELLA LIABILITY CUA0115974 05/30/2009 05/30/2010 EACH OCCURRENCE $ 8,000,000 X OCCUR F-1 CLAIMS MADE AGGREGATE $ DEDUCTIBLE / / / / $ RETENTION $ $ A WORKERS COMPENSATION AND WC 0221466 05/30/2009 05/30/2010 X WCSLMTS OERR EMPLOYERS'LIABILITY TORY LIMIT ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE$ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSfVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Covering operations of the named insured, as required for work performed at 1600, 1590, 1610, 1630, or 1636 Osgood Street, North Andover, Massachusetts. Additional insureds as respects this policy: 1600 Osgood Street, LLC, Ozzy Properties, Inc and Ophir Optics, Inc CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 1600 Osgood Street, LLC FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE c/o Ozzy Properties, Inc INSURER,ITS AGENTS OR REPRESENTATIVES. 1600 Osgood Street AUTHORIZEDREPRESENTATIVE North Andover MA 01845- ACORD 25(2001/08) ©ACORD CORPORATION 1988 INS025(0108).06 Page 1 of 2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) INS025(=B).m AMS Page 2 of 2 The Commonwealth of Massac husetts Department of Industrial Accidents Of�free of Investigadons 600 Washington Street - _tM Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorsiElectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address:�''� CiiyiStaieiZip:'c..Cv,&'j 1 n U I Phone#: 976 u 1 C���•�(�j�j A,reyou an employer?Check the appropriate box: 1•!�J.1 am a employer with (0 4. I am a L7R Project(required): Z ❑ general contractor and I employees(full and/or part-time).* have hired the sub-contractorsew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. modeling ship and have no employees These sub-contractors have molition i rking for me in any capacity, employees and have workers' o workers'comp.insurance comp.insurance ilding addition uired] . 5. We are a corporation and its ctrical repairs of additions 3.[] I am a homeowner doing all work officers have exercised their mbing repairs or additions myself. [No.workers.'comp. right of exemption per MGL insurance required.]t c. 152,§1(4),and we have no of repairs employees.[No workers' er comp.insurance required] "Any applicant that checks box#i must aim fill out the section below showing their workers'compensation policy wormation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box mast attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers' Im camp.Policy cy number. I am an employer that isproi ng workers'comprensation insurance for fiery employees. Below is the policy and job site information. Insurance Company Name: A rt-d 1 a Policy#or Self-ins.Lic.#:yNCA07.�-1�j1j—l'�T Expiration Date: 5 -30 - 10 Job Site Address: do �a>d (�o, fid/ ���� City/State/zip: Q�f7 tlj Attach a copy of the workers'compensation policy declaration page(showiag tlk�e policy-number and expiration date). . Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerci the pains and penalties of perjury that the information provided above is true and correct Si ature: G Ct f Date: Phone#: Offuaal use only. Do cot write in this area,to be completed by city or town official City or Town• Permit/Ucense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/l'own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• OPHIR OPTICS Drawing Date:09-09-09 9/10/09 12: 5 HYDRAULIC DESIGN INFORMATION SHEET Job Name: OPHIR OPTICS Location: 1600 OSGOOD STREET (BLDG 21) NORTH ANDOVER, MA 01845 Drawing Date: 09-09-09 Remote Area Number: 1 Contractor: Eagle Sprinkler Telephone: 508- 234-7393 781 MAIN STREET WHITINSVILLE, MA 01588 Designer: J. COLTON Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:OFFICES / CONFERENCE RM Reviewing Authorities :N. ANDOVER FIRE DEPT. / FPE SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of. Sprinkler Oper.. 1500 sq ftl Sprinkler .or Nozzle Density (gpm/sq ft) 0. 100 I Make: RELIABL Area per Sprinkler 168 . 0 sq ft1 Model: G4A Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 165 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 411.8 psi Required: 91. 6 @ _City Supply WATER SUPPLY Water Flow Test Pump Data I Date of Test 11-9-05 1 Rated Capacity 0 gpm 1 Static Pressure 132 . 0 psi 1 Rated Pressure 0. 0 psi 1 Residual Pres 76. 0 psi 1 Elevation 0 1 At a Flow of 2248 gpm I Make: I Elevation 0" I Model: I Location: AT SITE Source of Information: LIBERTY MUTUAL SYSTEM VOLUME 191 Gallons Notes : K OF o� 9cti NATHANIEL Gw o R.PH pe � FIRE PppTE�jpp O OPHIR OPTICS Drawing Date: 09-09-09 9/10/09 12: 5 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 312 85. 9 psi 1 4" Grvd Butterfly Valve (FCVA) 14 ' 120 4 . 026 312 0 . 4 1 4" Grvd Check Valve (FCVA) CHART LOSS 312 4 . 6 1 6" Grvd 90 Ell 14 ' 120 6. 065 312 0 . 1 Total Loss for Riser 5.0 psi Hydr Ref Rl Required at Base of Riser 312 91.0 psi 1 6" MJ 90 Ell 14 ' 120 6. 065 312 0. 1 1 6" MJ Tee 30 ' 120 6. 065 312 0. 1 1 Pipe 6" DIx18 Cl 350 75' 140 6. 338 312 0.2 1 6" Fingd Gate Valve 3' 120 6. 065 312 0. 0 1 Pipe 8" DIxl8 Cl 350 350 ' 140 8 . 488 312 0.2 1 8" Fingd Gate Valve 4 ' 120 8 . 071 . 312 0. 0 Fixed Flow Outside Hose Stream 100 gpm Total Loss for Underground 0. 6 psi Hydr Ref R2 Required at City Supply 412 91. 6 psi Water Source132 . 0 psi static, 76. 0 psi residual @ 2248 gpm 412 gpm 129. 6 psi SAFETY PRESSURE 38.0 psi Available Pressure of 129. 6 psi Exceeds Required Pressure of 91. 6 psi This is a safety margin of 38.0 psi or 29 % of Supply Maximum Water Velocity is 21 . 1 fps - OPHIR OPTICS Drawing Date:09-09-09 9/10/09 12: 5 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: " - Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations OPRIR OPTICS Drawing Date: 09-09-09 9/10/09 12: 5 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"' ) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 10 9. 88 14 . 7 11 9. 88 11 . 1 12 9. 88 16. 8 13 9: 88 13. 7 14 9. 88 10 . 4 15 9. 88 16.3 16 9. 88 15.7 17 10. 13 32 . 0 18 10. 13 31 . 3 19 10 . 13 35. 7 Al 9. 88 17.2 A2 9. 88 17. 8 A3 9. 88 19. 8 A4 10. 13 42 .2 A5 10. 79 80. 9 A6 11 ..50 85.7 B1 10. 13 34 . 0 B2 10. 13 37 . 0 B3 10 . 13 38 . 6 B4 10. 13 41. 3 S1 10. 13 8 . 8 S1S 9. 00 5..60 9. 0 16. 8 16. 8 0. 10 S2 10. 13 .9. 4 S2S 9. 00 5. 60 9. 5 17 . 3 16. 8 0. 10 S3 10. 38 31 . 0 S3S 9. 00 5. 60 30. 6 31 . 0 16.. 8 0. 18 S4 10. 13 9. 1 S4S 9. 00 5. 60 9. 3 17 . 1 16. 8 0. 10 S5 10. 38 28 . 9 S5S 9. 00 5. 60 28 . 6 30. 0 16. 8 0. 18 S6 10 . 13 10. 0 S6S 9. 00 5. 60 10.2 17 . 9 16. 8 0. 11 S7 10 . 38 28 .7 S7S 9. 00 5. 60 28 . 4 29. 8 16. 8 0. 18 S8 10. 13 11. 8 S8S 9. 00 5. 60 11. 9 . 19. 3 16. 8 0. 11 S9 10. 13 11 . 9 S9S 9. 00 5. 60 12 . 0 19. 4 16. 8 0. 12 S10 10. 13 13. 3 SlOS 9. 00 5. 60 13. 4 20. 5 16. 8 0. 12 S11 10. 38 27 . 8 S11S 9. 00 5. 60 27 . 5 29. 3 16. 8 0. 17 S12 10 . 13 15. 0 S12S 9. 00 5. 60 15. 0 21 .7 16. 8 0. 13 S13 10. 13 13. 9 S13S 9. 00 5. 60 13. 9 20. 9 16. 8 0. 12 S14 10. 13 13. 9 S14S 9. 00 5. 60 13. 9 20. 9 16. 8 0. 12 W 11 . 50 85. 9 Max velocity of 21 . 10 occurs in the pipe from A5 TO A4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S is on the branch. t OPHIR OPTICS - Drawing Date:09-09-09 9/10/09 12: 5 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf ,Pn PATH 1 FROM HYDRAULIC REFERENCE S1 TO W (PRIMARY PATH) 16. 80 1 . 049 lE 1 . 13 9. 0 9. 0 K = 5. 60 S1S C=120 2 . 00 -0 . 5 0 . 0 16. 80 0. 094 3. 13 0. 3 9. 0 Vel = 6. 30 1 . 049 2E 12 .22 8 . 8 8 . 8 EqK = 5. 66 S1 C=120 4 . 00 0. 1 0 . 0 16. 80 0. 094 16.22 1 . 5 8 . 8 Vel = 6. 30 17 . 06 1 . 049 9. 58 10. 4 10 . 4 14 C=120 0. 00 0. 0 0 . 0 See PATH 2 33. 86 0. 345 9. 58 3. 3 10 . 4 Vel = 12. 69 38 .72 1. 380 1T 5. 00 13.7 13.7 13 C=120 6. 00 0. 0 0. 0 See PATH 6 AND 5 72. 58 0. 371 11 . 00 4 . 1 13.7 Vel = 15.72 119. 16 2 . 067 lE 1. 33 17. 8 17 . 8 A2 C=120 5. 00 0. 0 0 . 0 See PATH 3 AND 8 191 .73 0. 313 6. 33 2. 0 17 . 8 Vel = 18. 51 2 . 469 3E 116. 95 19. 8 19. 8 A3 C=120 3T 54 . 00 -0. 1 0. 0 191 .73 0. 132 170 . 95 22. 5 19. 8 Vel = 12. 97 120. 10 2. 469 3E 78 . 10 42 .2 42 .2 A4 C=120 2T 42 . 00 -0. 3 0. 0 See PATH 11 311. 84 0. 324 120 . 10 38 . 9 42 .2 Vel = 21 . 10 4 . 026 9E 59. 40 80. 9 80. 9 A5 C=120 1T 110. 00 -0. 3 0. 0 31.1. 84 0. 030 169. 40 5. 1 80. 9 Vel = 7. 94 5. 047 lE 16. 13 85. 7 85. 7 A6 C=120 12 . 00 0. 0 0. 0 311. 84 0. 010 28 .13 0. 3 85. 7 Vel = 5.05 W 311 . 84 85. 9 K = 33. 64 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPHIR OPTICS Drawing Date: 09-09-09 9/10/09 12: 5 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE S4 TO 14 17 .06 1 . 049 1E 1 . 13 9. 3 9. 3 K = 5. 60 S4S C=120 2 . 00 -0. 5 0. 0 17 . 06 0 . 097 3. 13 0. 3 9. 3 Vel = 6. 39 1 . 049 lE 5. 84 9. 1 9. 1 EqK = 5. 66 S4 C=120 1T 7 . 00 0. 1 0. 0 17.06 0. 097 12 . 84 1 .2 9. 1 Vel = 6. 39 14 17 . 06 10. 4 K = 5.28 PATH 3 FROM HYDRAULIC REFERENCE S2 TO A2 17 . 30 1. 049 lE 1 . 13 9. 5. 9. 5 K = 5. 60 S2S C=120 2 . 00 -0. 5 0. 0 17 . 30 0. 099 3. 13 0. 3 9. 5 Vel = 6. 48 1. 049 2E 12. 46 9. 4 9. 4 EqK = 5. 65 S2 C=120 4 . 00 0. 1 0. 0 17. 30 0.099 16. 46 1. 6 9. 4 Vel = 6. 48 17 . 88 1.049 9. 58 11. 1 11 . 1 11 C=120 0 .00 0. 0 0 . 0 See PATH 4 35. 18 0.370 9. 58 3. 5 11 . 1 Vel = 13. 19 20 . 48 1. 380 1T 5. 00 14 . 7 14 . 7 10 C=120 6. 00 0. 0 0. 0 See PATH 7 55. 66 0.227 11 . 00 2 . 5 14 . 7 Vel = 12 .06 20. 91 2 . 067 11 . 75 17 .2 17 .2 Al C=120 0. 00 0. 0 0. 0 See PATH 9 76. 57 0. 057 11 . 75 0. 7 17 .2 Vel = 7. 39 A2 76. 57 17 . 8 K = 18 . 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPHIR OPTICS Drawing Date: 09-09-09 9/10/09 12: 5 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE S6 TO 11 17 . 88 1. 049 1E 1 . 13 10 .2 10.2 K = 5. 60 S6S C=120 2 . 00 -0 . 5 0. 0 17. 88 0. 106 3. 13 0 . 3 10.2 Vel = 6. 70 1 . 049 lE 2 . 09 10. 0 10. 0 EqK = 5. 64 S6 C=120 1T 7 . 00 0 . 1 0. 0 17 . 88 0. 106 9. 09 1 . 0 10. 0 Vel = 6.70 11 17 . 88 11 . 1 K 5. 37 PATH 5 FROM HYDRAULIC REFERENCE S8 TO 13 19.30 1 . 049 1E 1 . 13 11 . 9 11. 9 - K = 5. 60 S8S C=120 2 . 00 -0. 5 0. 0 19. 30 0. 122 3. 13 0. 4 11. 9 Vel = 7 .23 1. 049 2E 6. 32 11 . 8 11 . 8 EqK = 5. 63 S8 C=120 1T 9. 00 0. 1 0. 0 19. 30 0. 122 15.32 1 . 9 11. 8 Vel = 7 .23 13 19. 30 13.7 K = 5.21 PATH 6 FROM HYDRAULIC REFERENCE S9 TO 13 19. 42 1 . 049 lE 1. 13 12 . 0 12 . 0 K = 5. 60 S9S C=120 2. 00 -0. 5 0. 0 19. 42 0. 123 3. 13 0. 4 12 . 0 Vel = 7.28 1 . 049 2E 4 . 90 11. 9 11 . 9 EqK = 5. 62 S9 C=120 1T 9. 00 0. 1 0. 0 19. 42 0. 123 13. 90 1. 7 11. 9 Vel = 7 .28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OFHIR OPTICS Drawing Date:09-09-09 9/10/09 12: 5 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt POINT Qt Pf/ft TOTAL Pf Pn 13 19. 42 13. 7 K = 5.24 PATH 7 FROM HYDRAULIC REFERENCE S10 TO 10 20. 48 1. 049 lE 1. 13 13. 4 13. 4 K = 5. 60 SlOS C=120 2 . 00 -0. 5 0. 0 20. 48 0. 136 3. 13 0. 4 13. 4 Vel = 7. 68 1 . 049 lE 2. 10 13. 3 13. 3 EqK = 5. 61 S10 C=120 1T 7. 00 0. 1 0. 0 20. 48 0 . 136 9. 10 1 .2 13. 3 Vel = 7 . 68 10 20 . 48 14 . 7 K = 5. 35 PATH 8 FROM HYDRAULIC REFERENCE S13 TO A2 20. 90 1 . 049 1E 1 . 13 13. 9 13. 9 K = 5. 60 S13S C=120 2 . 00 -0 . 5 0. 0 20. 90 0 . 141 3. 13 0 . 4 13. 9 Vel = 7 . 83 1. 049 lE 5.28 13. 9 13. 9 EqK = 5. 61 S13 C=120 1T 7 . 00 0. 1 0. 0 20. 90 0. 141 12 .28 1.7 13. 9 Vel = 7 . 83 1 . 380 2E 10. 42 15.7 15. 7 16 C=120 6. 00 0 . 0 0.'0 20. 90 0. 037 16. 42 0. 6 15. 7 Vel = 4 . 53 21 . 69 1 . 380 1T 4 . 83 16.3 16. 3 15 C=120 6. 00 0. 0 0. 0 See PATH 10 42 . 58 0. 139 10. 83 1 . 5 16. 3 Vel = 9.22 A2 42 . 58 17 . 8 K = 10. 08 PATH 9 FROM HYDRAULIC REFERENCE S14 TO Al 20. 91 1 . 049 lE 1 . 13 13. 9 13. 9 K = 5. 60 S14S C=120 2 . 00 -0 . 5 0. 0 20. 91 0. 141 3. 13 0. 4 13. 9 Vel = 7. 84 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPHIR OPTICS Drawing Date:09-09-09 9/10/09 12: 5 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE S14 TO Al CONTINUED 1 . 049 lE 12 . 47 13. 9 13. 9 EqK = 5. 61 S14 C=120 1T 7 . 00 0. 1 0. 0 20. 91' 0. 141 19. 47 2 . 8 13. 9 Vel = 7 . 84 1 . 380 1T 4 . 83 16. 8 16. 8 12 C=120 6. 00 0. 0 0. 0 20. 91 0 . 037 10. 83 0. 4 16. 8 Vel = 4 . 53 Al 20. 91 17.2 K = 5. 05 PATH 10 FROM HYDRAULIC REFERENCE S12 TO 15 21 . 69 1 . 049 lE 1. 13 15. 0 15. 0 K = 5. 60 S12S C=120 2 . 00 -0. 5 0. 0 21 . 69 0. 151 3. 13 0. 5 15. 0 Vel = 8 . 13 1 . 049 lE 1 .21 15. 0 15. 0 EqK = 5. 60 S12 C=120 1T 7 . 00 0. 1 0 . 0 21 . 69 0. 151 8 .21 1 .2 15. 0 Vel = 8 . 13 15 21 . 69 16. 3 K = 5. 37 PATH 11 FROM HYDRAULIC REFERENCE Sll TO A4 29. 34 1 . 049 lE 1 . 38 27 . 5 27.5 K = 5. 60 S11S C=120 2 . 00 -0. 6 0. 0 29. 34 0.264 3. 38 0. 9 27. 5 Vel = 11 . 00 1 . 049 2E 14 . 11 27 . 8 27 . 8 EqK = 5. 57 S11 C=120 1T 9. 00 0 . 1 0. 0 29. 34 0.264 23. 11 6. 1 27 . 8 Vel = 11 . 00 59. 78 1 . 610 12 . 00 34 . 0 34 . 0 Bl C=120 0. 00 0. 0 0. 0 See PATH 12 89. 12 0.256 12 . 00 3. 1 34 . 0 Vel = 14 . 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPHIR OPTICS Drawing Date:09-09-09 9/10/09 12: 5 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE S11 TO A4 CONTINUED 30 . 98 2 . 067 12 . 00 37 . 0 37 . 0 B2 C=120 0. 00 0. 0 0. 0 See PATH 14 120. 10 0. 132 12 . 00 1 . 6 37 . 0 Vel = 11. 60 2. 469 48 . 17 38 . 6 38 . 6 B3 C=120 0. 00 0. 0 0 . 0 120 . 10 0 . 055 48 . 17 2 .7 38 . 6 Vel = 8 . 13 3. 068 1T 33. 88 41 . 3 41 . 3 B4 C=120 15. 00 0. 0 0. 0 120. 1.0 0. 019 48 . 88 0. 9 41 . 3 Vel = 5.26 A4 120. 10 4.2 .2 K = 18 . 48 PATH 12 FROM HYDRAULIC REFERENCE S7 TO B1 29. 82 1 . 049 lE 1 .38 28 . 4 28 . 4 K = 5. 60 S7S C=120 2 .00 -0. 6 0. 0 29. 82 0.273 3.38 0. 9 28 . 4 Vel = 11 . 18 1 . 049 lE 4 . 95 28 .7 28 . 7 EqK = 5. 57 S7 C=120 1T 7. 00 0. 1 0. 0 29. 82 0.273 11. 95 3.3 28 .7 Vel = 11 . 18 29. 95 1 . 380 1T 1. 42 32 . 0 32. 0 17 C=120 6. 00 0. 0 0 . 0 See PATH 13 59.78 0.259 7 . 42 1. 9 32 . 0 Vel = 12 . 95 B1 59. 78 34 . 0 K 10.26 PATH 13 FROM HYDRAULIC REFERENCE S5 TO 17 29. 95 1 . 049 lE 1 .38 28 . 6 28 . 6 K = 5. 60 S5S C=120 2 .00 -0. 6 0. 0 29. 95 0.275 3. 38 0. 9 28 . 6 Vel = 11 .23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) OPHIR OPTICS Drawing Date:09-09-09 9/10/09 12: 5' Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 13 FROM HYDRAULIC REFERENCE S5 TO 17 CONTINUED 1 . 049 2E 4 . 15 28 . 9 28 . 9 EqK = 5. 57 S5 C=120 4 . 00 0 . 1 0 . 0 29. 95 0 .275 8 . 15 2 .2 28 . 9 Vel = 11 .23 1 .380 10. 58 31 . 3 31 . 3 18 C=120 0. 00 0. 0 0. 0 29. 95 0. 072 10.58 0. 8 31 . 3 Vel = 6. 49 17 29. 95 32. 0 K = 5.29 PATH 14 FROM HYDRAULIC REFERENCE S3 TO B2 30. 98 1 . 049 lE 1. 38 30. 6 30. 6 K = 5. 60 S3S C=120 2 . 00 -0. 6 0. 0 30. 98 0 .292 3. 38 1. 0 30. 6 Vel = 11. 61 1 . 049 2E 6. 57 31. 0 31 . 0 EqK = 5. 56 S3 C=120 1T 9. 00 0. 1 0. 0 30. 98 0.292 15. 57 4 . 6 31 . 0 Vel = 11 . 61 1.380 1T 12. 00 35. 7 35.7 19 C=120 6. 00 0. 0 0. 0 30. 98 0. 077 18 .00 1 . 4 35.7 Vel = 6. 71 B2 30 . 98 37 . 0 K = 5. 09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance OPHIR OPTICS Static Pressure: 132.0 psi Pressure: 91.6 psi Inside: 0 gpm 1600 OSGOOD.STREET (BLDG 21) Residual Pressure: 76.0 psi System Flow: 312 gpm Outside: 100 gpm NORTH ANDOVER, MA 01845 Flow: 2248 gpm System+Hose: 412 gpm Remote Area: 1 Date: 11-9-05 Safety Pres: , 38.0 psi Loc: AT SITE Head Elev Pres: -1.1 psi 140 Supply 120 - 100 - 100 20100100 gpm hose P 80 S 60 40 20 -- 100 150 200 250 300 350 400 450 500 Flow (gpm) c i CONSTRUCTION CONTROL Project Number. 2.1 r js+F i, 65D-00012– Dater Project Title: 010 k, n.7 S r Project Location:— It D(2-'0a ' Name of Building d Scope of Project. :? In accordance with Section 127.0 of the Massachusetts State Building Code, 1, V41..4 W12 Mass.,Registration No.: 2 E64�L being a Registered Professional Enginee rk4Feh4et+hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project 0 Architectural ❑ Structural❑ Mechanical ❑ Fire Protection ❑ Electrical:I Other(specify) S v-e For the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and be prdsent on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 127.2.2: 1. Review of shop drawings,samples and otter submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix E. Pursuant to Section.1127.2.3, I shall submit periodically, a progress report together with pertinent comments to the Town of NoA- Ahdoye Suilding Inspector. Upon completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. Signature *** to.. r A i f f r* r *. . .. ..r ti t t t t r t • .. •r•r r i •7 7 r t t i R r t t r t t • f . { Worcester, ss- Then r f rrq� Then personally appeare the above named �`� and acknowledged the fore am g i trument to be his free ad d ,e rkdwom to before me this day of .`S=b'� 1110: Ia. Notary Public: Q-- My mrA31126it c v �ir�?T/IiAY Q���•� ���ifit rrrra+u++`+` Umml WB Engineers I Consultants PLLC 263 Summer Street ph.617.443.4950 A Boston,MA 02210 fx.617443.4959 V VII I DESIGN AFFIDAVIT WEM��M1■ MECHANICAL ENGINEERING DESIGN AND INSPECTION TO: Inspectional Services Department Andover, MA RE: Ophir Optics 1600 Osgood St. North Andover, MA In conformance with Section 116.0, Construction Control, of the Massachusetts State Building Code, I certify that to the best of my knowledge, information and belief, the plans and computations for the captioned building were designed in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws and ordinances. I also certify that I, or my authorized representative, will inspect the work during construction. This will include the inspection and review responsibilities outlined in Section 116.2.2. Upon completion of the construction, a final inspection affidavit indicating that the building is satisfactory, complete and ready for occupancy will be issued. �P�1N OF MASsq Peter Dussault, No. 45628 PETER I CyG� Engineer's Name, MA Reg. No. Z DUSSA a MECHANI W 263 Summer Street, Boston, MA A 9 No 562 � Address 9p RG� •CESSION_ �� (617) 443-4950 Telephone September 14, 2009 Date ,,.��GNp►El I�q�''%,, A subscribed and sworn before me onGL l� C Notary Public # a -• - My Commission Exp es: November 23, 2012 c+o..qRY PUBS'•• f yC�WEAIt�g ��•,``� �cgCMUSEtta`�� u,N`` New York - Massachusetts - New.Jersey Elbaar- Traft Braign 7B Eastpoint Drive—Suite 202 Hooksett,NH 03106 September 15,2009 City of North Andover Inspectional Services Department Building Department North Andover,MA Reference: OPH1R Optics Fit-up,Osgood Landing,1600 Osgood Street,N.Andover,MA Plumbing Design Affidavit Dear Sir/Madam: In accordance with Section 116.0 of the Massachusetts State Building Code,I,being a registered professional engineer hereby directly supervised the preparation of all plans,computations and specifications concerning the Plumbing work for the above-named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable Engineering practices and all applicable laws for the proposed project. I further certify that we shall perform the necessary professional services and either my representative or I shall be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 116.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit and approved for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Pursuant to section 116.4 we shall submit periodic progress reports together with pertinent comments to the construction manager. Upon completion of the work,we shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. Sincerely, ELDAAR-CRAFT DE dgcy LLOYD N C. A11.frN � Lloy C.Allen,PE No.23502 Registration#23502 SSlONV. CC:ECD file 256-002 LCA/rlm Phone (603) 625-0056 Fax (603) 625-0079 E-mail kwl@eldaar-craftdesign.com d ....... OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: �lot V v PROJECT TITLE: ��--• ���"� G.L�_;,�cP,d,L„jSLa�,.Q PROJECT LOCATION: 1&,2ee I NAME OF BUILDING: &*> 6'CV0 �.�,�-1 V>tUdGi NATURE OF PROJECT: ��i►/�f?�. y t�.'t�-1�y�1 IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING C DE, Luezaa-IcRXL.. REGISTRATION NO. BEING A REGISTERED FROFESSIO'SIAL ENGGINEEFVARCHI T ECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL x STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO.THE NORTH ANDOVER BUILDING INSPECTOR,. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC SCRIBE WORN TOORE ME THIS DAY O ffiv . � :,0 Notary Public: NOTARY PUBLIC MY COMMISSI I1SWilmonWealth of Mascach!.-.'t3 biy Comm%voT-expires June 3. 201 tAORTH 0 0 R over dover, Mass., 12A,��,? co CMICHEWICK y1. ADRATED `S BOARD OF HEALTH Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT�vs .. d©.0/.J ....f� 1 BUILDING INSPECTOR Srf Foundation / y� has permission to erect........... buildings on .../. ..1���...... �` a.�'.. , CS`el�/' � � Rough L _ to be occupied as........�....... /.• .........� .�/..C ........y..../...�� ``.`.............. `.�!f. r L'!? Chimney S� Ch' e provided that the person accepting this permit shall i 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, Altgration and Construction of Buildings in the Town of North Andover. Ic��- /�rvS PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION S ARTS Rough ........................................�r ..... ..:......................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises Do Not Remove Rough 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.