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Home My WebLink AboutBuilding Permit #069 - 220 SUTTON STREET 7/29/2008 BUILDING PERMIT 0* oT"gtio TOWN OF NORTH ANDOVER 32 b"''- ^' o APPLICATION FOR PLAN EXAMINATION o � Permit NO: Date Received ��SSACHUS Date Issued: Zzs o IMPORTANT:Applicant must complete all items on this page LOCATION 220 Prin# PROPERTY OWNER Cu Print_ MAP NO: iLl—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: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer✓ DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: GjE F�4& Phone: Address: 2d 4J. tW Do ham.. CONTRACTOR Name:�4=�-A F� ,, Phone: 9 7 9, S is• �� 2 Address: -?OZ. �- Supervisor's ConstructionLicense: 0005-1 ;2 Exp. Date: Home Improvement License: Exp. Date., ARCHITECT/ENGINEER 1�-oLk• e a.1c-y4ie3 ,, - Phone: Address: ?,,o 141.,,vo.k3,Lf Mp Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$1 5.00 PER S.F. Total Project Cost: $_ /40r o�j Ivo " FEE: $ V) Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaran and Signature of Agent/Owner Signature of contractor -7; 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 PackagingYSales 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 COMMENTS HEALTH Reviewed on Signature COMMENTS 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 on site yes no Located at 124 Main Street - 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 o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (if Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 Location No. 40 Date NaRT� TOWN OF NORTH ANDOVER AF F � D + Certificate of Occupancy $ ��J'•»°•E.�' Building/Frame Permit Fee $ 4CMU5 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # `` 21 363 Building Inspector NORT11 c OVM 0 over 0 . No. o dower, Mass., Q COCMICHEWV It. �d ORATED S ` BOARD OF HEALTH Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... ' ,� elps Ir— IA �1 F s Foundation Su has permission to erect........................................ buildings on .. ................. Rough to be occupied as ................................................6iutic�. % a fS S� JG! Chimney .. .. . .. . . . . . provided that the person accepting this permit shall in eve es ect conform to the terms of the applicati n on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough ................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR _ Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner .� Street No. SEE REVERSE SIDE Smoke Det. OFFICE OF BUILDING INSPECTOR ° TOWN OF NORTH ANDOVER '•� CONSTRUCTION CONTROL �sa�CNN4 PROJECT NUMBER:: �r , PROJECT TITLE: PROJECT LOCATION: 9Z0 NAME OF BUILDING: .� NATURE OF PROJECT: `/�** 1 I C D CEITH THE MASSACHUSETTS STATE BUI DE, I, R F REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY TH I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PNS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL 0 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 TOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT TO SATISFACTORY COMPLETION AND READINESS OF THE PROJECT F OCC A DE ft SI RE SUBSCRIBED ORN TO DAY OF 2-009' Q {;%a jp N AR PUBLIC If COMMISSION EXPIRES �z— Z s 0 2008 2 58PM Sv"STEM BUILCPLRS INC Ne.54113 ?. 2/3 n«gnrs Id-Ccrztwction Managers SYSTEM BUILDERS, UqC. GmemI Cmtm= -Eaginftmg 202 SUtrnt SL,No.Andover,MA 01845 (978)685-3553 FAX:(978)683-2379 June 4,2008 Debbie Mathias C.T.Matses Pat), 200 Sutton Street North Andover,MA 01845 Re: Gentiva Suite ft-up 220 Sutton Street North Andover,MA Dear Deb, Below is our price for the interior fit up on the Twenty four huadred square foot Gentiva suite at 220 Sutton Sheet.,North Andover. Our price to perform this work is: $65,000.00 The scope of work is as follows: Ali interior metal stud walls using 3 5/8"metal stud with y2"sheetrock each.face. Drywall height is W-0"above finish floor. All interior partitions will be bisulated with fiberglass batt insulation. Kitchen,cabinets will be a plain plastic laminate finish wl plastic laminate counter. All interior doors for the offices will be 3'4'x 7'-0"solid carte doors with hollow wetal fines. The doors will be paint grade finish. All windows/glazing will,be 1l4"'glass.All glass will be 42"above£wish floor and be tbte same height as the door frames. The aluminum frontes sod glazing at the front entrance will match the frame color used at the exterior of the bu.ildb* This gk2kg will extend to 9'-0"above finish floor. All painting will consist of two coats:(1)coat primer and(1)coat finish.Color to be selected by tenant. PAGE N x RCVD AT 61101200812.94,41 PM[Cen1N OaAgM Toll SVR:KSOVEFFAX009151 DNIS:4901'C80:19186832319:DURATION Oms):0100 iuG . ;7. Y �. ;0, 2008 2:58PM SYSTEM BUILDERS INC No.5413 P. 3/3 8. d! Floor Covering allowance is: $8,000.00.This includes labor to install carpet/vet and rubber base. Plumbing:Furnish and install(1)approx. 16"x20"6"deep stai.Wess steel sink in the Kitchen Area.The hot water will be supplied the hot watefr beater used in Bathrooms. Also rough plumbing requiTed to install dishwasher hook-up. HVAC:Heatizig,ventilating and aur conditioning unit is existing.(6 ton) Jncluded in this is all proposal ofthe ductwork distribution,grilles and registers along with(1) thermostat. Electrical:Furnish and install(4)additional 2x4 light fixtures due to offIce configuration, furnish and install(22 pcs.)additional duplex receptacles,in the office.,ftuxuish and install(8 Pse.)additional light switches due to office layout If you have any questions,please feel free to contact me. Payment terms: $25,000.00 at time of signing this proposal,$20,000.00 after metal framing is completed.,$20,000.00 at time of occupancy Permit is obtained. Sincerely, Steven C.Matses System Builders Inc Acceptance4u- PAGE 313`RMAT 61*200812:14:41 FM[CBN Dqlgk Tela SVR:KSOVEFFAX001151 00:4901 CVD:1978032379t DURATION(mms):0140 NORTH ANDOVER MECHANICAL ~ LIC. NO. SC004522 82 SOUTH BROADWAY ST. LAWRENCE, MA. H Y D R A U L I C C A L C U L A T I O N S COVER S HEFT 220 SUTTON ST N ANDOVER MA H 4f W A T E R S U P P L Y �0 S G E STATIC PRESSURE (psi) 140 R Y RE PR E N RESIDUAL PRESSURE (psi) 134 9�No 8 3 RESIDUAL FLOW (gpm) 1992 BOOSTER PUMPS AL G\� 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) 13 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1523 SQ.. FT. OF FLOOR AREA .THIS SYSTEM`-OPERATES AT A FLOW OF 370.53 gpm AT A PRESSURE OF 72.20 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) 001 SCHEDULE 40 002 SCHEDULE. 10 LVV�l11 LYv✓v.-.. -- LIC. N0. SCO04522 w 220 !LITTON ST N ANDOVER MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ } TEST AREA 2 [ } TEST AREA 3 [Vf REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 120 5.60 15.00 34.04 36.95 121 5.60 15.00 28.80 26.44 122 5.60 15.00 28.78 26.41 123 5.60 15.00 33.50 35.79 124 5.60 15.00 27.38 23.89 125 5.60 15.D0 27.36 23-87 126 5.60 15.00 33.35 35.46 127 5.60 15.00 26.54 22.45 128 5.60 15.00 26.52 22.43 129 5.60 15.00 26.14 21.78 130 5.60 15.00 26.11 21.74 131 5.60 15.00 26.01 21.58 132 5.60 15.00 26.00 21.55 THE SPRINKLER SYSTEM FLOW IS 370.53 qpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm { ] THE INSIDE HOSE [ ] RACK SPKLR S. IS 0.00 gpm [ .] YARD HYDT. FLOW THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES &FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 140.00 psi RESIDUAL PRESSURE 134.00 psi AT 1992.00 gpm TOTAL SYSTEM FLOW 620.53 gpm AVAILABLE PRESSURE 139.31 psi AT 620.53 gpm OPERATING PRESSURE 79.92 psi AT 620.5.3 gpm PRESSURE REMAINING 59.39 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [�J BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE NORTH ANDOVhK LIC. NO. SC0045.22 ✓ PAGE 2 '.20 SUTTON .ST N ANDOVER MA FITTING Equivalent Length per NFPAi 3 1994,tes 6-4.3eaded Fitting -' Indicates Equivalent Length. Valve, 5=Gate Valve, 6=Swing Check Valve 3='T' /Cross, 2=90 Elbow, . 4=Butterfly 1=45 Elbow, C TYPE (in) (psi) (psi) (psi) (Psi) (Psi) FROMTOFLOW -PIPE FITS---EOV. H-W' PIPE DIA. FRIC. ELEV• FR TO DIFF (gpm) (ft) 0.94 (ft) 370.53 100.00 3522 44.21 120 101 5.890 0.00,6 1.300 0.041 0.000 77.68 72.20 2 .92 71-68 5.49 1 2 6.80 120 1 4.02 2 3 370.53 5.00 1 4.026 0.041 4.767 72.20 65.78 1.65 3 4 370.53 11.00 26 28.80 120 4.260 0.031 0.000 65.78 62.80 2.98 4 5 370.53 77.00 22 17.96 120 2 370.53 143.50 0 0.00 120 2 4.260 0.031 0.000 62.80 58.39 4.4 5 6 4.260 0.017 0.000 58.39 58.06 0.33 6 7 269.63 12.50 0 0.00 120 2 0 0.00 120 2 4.260 0.005 0.000 58.06 58.00 0.0 7 8 134.78 12.50 7.94 120 2 1.682 0.261 0.433 58.39 55.62 2.33 6 10 100.89 1.00 3 1.682 0.446 0.433 58.06 53.64 3.99 7 11 134.86 1.00 3 7.94 120 2 3.99 3 7.94 120 2 1.682 8 12 134.78 1.00 .682 0.261 0.000 55.62 . 41.8158 1.881 13.81 10 20 100.89 45.00 3 7.94 120 2 1 134.$6 45.00 3 7.94 120 2 1.682 0.446 0.000 53.58 29.97 23.60 0.446 0.00o 53.64 30.01 23.63 11 2 7.94 120 2 1.6 12 22 134.78 45.00 3� 2 0 23 66.85 10.00 0 0.00 120 2 1,682 0.286 0.000 30.01 20.122 0.000 41.81 07.14 2.86 2 21 24 106.06 10.00 0 0.00 120 2 1.682 0.286 0.000 29.91 21.12 2.8 .37 22 25 106-00 10.00 0 0.00 120 23 26 33.35 10.00 0 0.00 120 2 1.682 0.065 0.000 207.14 25.52 01.62 24 27 78.69 10.00 0 . 0.00 120 2 25 28 78.63 10.00 0 0.00 120 2 1.682 0.0.682 67 0.000 25.52 24.76 0.66 27 29 52.15 10.00 0 0..00 120 2 0.000 25.49 24.72 0.73 28 30 52.11 10.00 0 .0.00 120 2 1.682 0.d21 0.000 24.76 24.53 0.23 29 31 26.01 10.00 0 0.00 120 2 1 0 0.00 120 2 1.6049 0.348 0.000 41.81 36.95 4.87 30 32 26.00 10.00 20 120 34.04 5.00 322T 9.00 120 1 1,049 0.255 0.000 30.01 26.44 3.57, 21 121 28.80 5.00 322T 9.00 12029.97 26.41 3.57 322T 9.00 120 1 1.049 0.255 0.000 40.51 35.79 4.72 22 122 28.78 5.00 0.000 23 123 33.50 5.00 322T 9.00 120 1 1.049 0.232 0.000 21A411 1.049 0.3 3.25 24 124 27.38 5.00 322T 9.00 120 1 1,049 0.232 0.000 27.12 23.87 3.25 25 125 27.36 5.00 322T 9.00 120 1000 40.15 35.46 4.68 26 126 33.3.5 5.00 322T 9.00 120 11.049 0.219 0.000 25.52 22.45 3.07 27 127 26.54 5.00 322T 9.00 120 1 1.049 0.219 0.000 25.49 22.43 3.06 28 126 26.52 5.00 322T 9.00 120 1 1.049 0.213 0.000 24.76 21.78 2.98 29 129 26.14 5.00 322T 9.00 120 10o 24.72 21.74 2.98 30 130 26.11 5.00 322T 9.00 120 1 1.049 0.211 0.000 24.53 21.58 2.96 31 131 26.01 5.00 322T . 9.00 120 1 32 132 26.00 . 5.00 322T 9.00 120 1 1.049 0.211 0.000 24.51 21.55 2.9 A MAX. VELOCITY OF 19.47 ft./sec. OCCURS BETWEEN REF.. PT. 11 AND 21 Sprinkler=CALC Release 7.2 Win By Walsh Engineering Inc. n;.. North Kingstown R.I. II.S..A. SUTTON ST N ANT�Q ER-- _ 220 — -�-- - _00 40.go 120-00 p 110.00 - E 90.00 V .V U 60.00 E 40.00 - -E, 20.00 1500 20x0 0 50Q logo Demand:79.92 psi 620.53 gprn Supe 101.00 psi 1992.00 � m - y�w r CONSTRUCTION CONTROL AFFIDAVIT CITY /TOWN OF PROJECT NUMBER: DATE: & � PROJECT TITLE: LIN` PROJECT LOCATION: NATURE OF PROJECT: - �' IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, CHARLES H. GOLDSTEIN, REGISTRATION NO. 2547, BEING A REGISTERED,PROFESSIONAL ARCHITECT IN THE COMMONWEALTH OF MASSACHUSETTS, HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF, ALL DESIGN PLANS, COMPUTATIONS, AND SPECIFICATIONS CONCERNING: ARCHITECTURAL FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING AND ARCHITECTURAL PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONTRUCTION 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 ALL ITEMS SPECIFIED IN SECTION 780 CMR 116, LATEST EDITION OF THE MASSACHUSETTS STATE BUILDING CODE, 780 CMR. SIGNED UNDER THE PAINS AND PENALTIES OF PERJURY: ORIGIN ; ATU ,e-` EAL DATE ' � 7