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Home My WebLink AboutBuilding Permit #267 - 671 JOHNSON STREET 10/11/2007 V40RT#1 BUILDING PERMIT 01* TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received C CHU HU Date Issued: IMPORTANT:Applicant must complete all items on this page NJ mn .� t 47 7-,W4Q, . ......... FPA"R, M ZONING 4ISTRI TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building n iWi Addition Two or more family industrial Iteratio No. of units: Commercial e_pair, rep6_6eihent Assessory Bldg Others: Demolition Other Septic J 'District W",te-t!4. b d DESCRIPTION Of WORK TO BE PREFORD: Re- V C v 71-(ZWE v R 4-s-e/1te e-,( ev eA-ILI Ce /e� J 1?e 01Y Pf-Wl;>,�n92 OA-7Lr/l , *1 Identification P16ase Type of Print Clearly) OWNER: Name: Phone: Address: a. Y . A" M11"n'l-01 - b T, !�MOTqM 4,en U P P., ement-LIcens ARCHITECT/ENGINEER P?,e e3 Phone: Address: 57 Aye i��_e 1Reg. No. �-i -�-A L .)e-"4/ ,�l 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: $ IN Check No.: Receipt No.: L NOTE: Persons contracting with unregistered contractors do not have access to th gu antyfund JgRa ur6 na.qre:.�,bffAa'&hVO.Wner.:i4,_ of contras 'r Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS DATE REJECTED DATE APPROVED CONSERVATION COMMENTS DATE REJECTED DATE APPROVED HEALTH COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Plannipg Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT Temp Dumpster on site yes no.. L-ocated.at 124=Main Street: . = ;' f>tre Departmen#sjgnatureXdate COMt�IfENTS 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 I Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location u �/ z_ No. Date j /- 0 7- �ORTM TOWN OF NORTH ANDOVER O��«ao 'a 1MO ►O. 9 * ; ; Certificate of Occupancy $ MU `� Building/Frame Permit Fee $ M b Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # � 2W 41( uilding Inspector NORT1y Tolwm Of No. dover, Mass., ;LQ LAKE COC MICKE W ICK S'RATED p` ,�GJ BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System �+ BUILDING INSPECTOR THIS CERTIFIES THAT..... � ........ . �h. .. r .. ............................................................... Foundation has permission to erec ...................................... buildings on �. ' .h. l .......... Rough to be occupied as... ......C.C.1 ......... iy ........ �i '.......� ........ � M, Chmn e provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS ONSTRU O TS Rough Service SPECTOR 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-`- - - - F Street No. SEE REVERSE SIDE Smoke Det. - I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 y s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name (Business/Organization/Individual): L( Address: City/State/Zip: Phone #: � (4-516;1— Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑'I am a sole proprietor or partner- listed on the attached sheet. [J Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. [:1 We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1].❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] fi employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th pains and,penalties of per'ury that the i formation provided above is true and correct. Si nature: [/ OVA Date: / �22-L Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: . PROPOSAL Allen Consyruction co. Construction supervisors PROPosALNO. 86 Andover st. License0 040927 North Andover,ma.01695 Nia.Reg.#1697 0 SHEET NO. 962. 97$-375-6916cell cATESunday Sept.16 PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT: 200-1 NAME ADDRESS ryi '-c r nri Soren;, Pon,sovoy 571 t)'oinsofl ADDRESS iit31? C 671. Johnson s j'. north Andover,ma.018 5 DATE OF PLANS PHONE NO. 978-79 -1811 Home ARCHITECT 978-76--7575m ke. cimil We hereby propose to furnish the materials and perform the labor necessary for the completion of - Carr i n 7 1--ar+ on the h>a:aCl.;!nis I�vc%1 ' rt t. r rr -2 r s is e:.posed and h.--s a lal. l.y column in rhp a rox.c�rtnr. It sup art=t the floor, .,a1 Islany live loads ane other clear', loa,3n.Th.i ---ill ha contiriuous f'ro=.: tree foundation -all to the othor coi;`tn inside t ire !'all. - 7t �:'11T. he 811in clr' -Lh SO is --!il ! not protrude c'r'y-ua?'t1. .Th sire Fall will ',)e temporarily 00c'ned up so na,. earn can Zre s7 ide in. Floor ..; 11 'mr, +:l-roorarily supported ,.*hil yn rrnauvp L4X Stingf I a I I y !nS1dr- t lie `ra I I corner 1 orFaned U .t;H3 floor !!Ill I-e Ctl L o .en so a ne. -! '' 'base can b€� pniirpri . sun art the concentrated floor ano1 ,.a 'cls --i1I be patched aftr+r bear- 1!4 bear- 1!4inEtalled.Custonsr response le for sup_�ly ng floor les.Fxisting floor joi s s nets 5eam on -lood v)1ocicing.finish the ce 1 ngn > ci r.`a t� of a 1 T' ry All 0 uIll he remin,%rec! _ r All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifi- cations submitted for above work and completed in a substantial workmanlike manner for the sum of Eight thousand three hundred seventy six Dollars (s $376.000 ) with payments to be made as follows. 500edo'in required 188 .00. Ba lance due at completion 188.00 Respectfully submitted Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge Per over and above the estimate. All agreements contingent upon strikes, ac- cidents, elays beyond our control. r`,t , �,�5+� Note—This proposal may be withdrawn by us if not accepted within days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. are authorized Ui do the work as specified. Payments will be made as outlined above. / both artier must sign parties 9 propsal Custome0'1�91 prior to the star%; of the job Signature n Date ""- d� Signature Contractor; 0, NC 3818-50 PROPOSAL i � Board o Bwl mg egu ations�and tan ars License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratio t 109740. Board of Building Regulations and Standards Expirat"an..�/ q/2008 One Ashburton Place Rm 1301 Tye DBA,P Boston,Ma.02108 ALLEN CONSTRU6TI6N CO ;_ €hM ROBERT ALLEN f > s 86 ANDOVER ST N ANDOVER, MA 01`84'S A '_4 Deputy Administrator Not valid without signature 1�7-lze -r�o�rr�.r�o.uueal� o�../�aQeactauaetta Board of Building Regulations and Standards i Construction Supervisor License License: CS 40927 Birthdate 4/1957 Pratiori 5/ /2p09 Tr# 12542 0t w ROBERT W ALLEN 86 ANDOVER ST �y iia"'��-- � -9 N ANDOVER,MA 01845 toipmissioner w COLLOPY ENGINEERING CONSULTANTS 65 AYER STREET METHUEN, MA 01844 FRANCIS H.COLLOPY RESIDENCE:(978)685-7969 REO.PROFFESIONAL ENGINEEER OFFICE!FAX:(978)685-8069 CIVIL STRUCTURAL DYNAMICS October 10, 2007 Mr Bob Allen: Allen construction 86 Andover St No. Andover, MA 01845 Dear Mr Allen: I am writing in regards to my site visit and inspection of earlier today at the Pansovoy Residence at 671 Johnson St., in North Andover. This is a split level style house. I reviewed the existing framing below the first floor level consisting of 2 x 8 joists being supported by a main beam consisting of a triple 2 x 12 girder that is supported on tally columns at approximate 12.ft spans. The Owner wanted to remove a number of these lally columns, resulting in two spans of approximately 24'-8" and 19'-6". In order to achieve these spans, it was necessary to design two steel beams to accommodate the design loading of the first floor area above. I have enclosed herein, an engineering design sheet, Sheet D1, showing the layout and dimensions of the framing. Also included are the engineering computer printouts of the two beams shown on Sheet D1. Sheet D1 shows the required support columns, the new required footing under the two new lally columns near the middle of the house, and a detail for the flush framing necessary in order to increase the ceiling height in the location of the main beam. If you have any questions in this regard, please do not hesitate to call this Office, and we can discuss it further. Sincerely, COLLOPY ENGINEERING Francis H. Collopy, P.E. Structural Engineer Attached: Design Drawing D1 Two Computer Design Printout sheets r .... D . . .._ . a V 0 0 0 2� x,�.lZ._x f 2 ��.� g � 1Sfx� � ` ......... �� C9 .. 35,0 -Zuni ........ ... ...... , \V f�2 y�m 77,E N z saxz ,c, aL ..............:_...... . ............;.............:..............:........ ..... o ...... v �, — - — NA 'K ............ 0 A C� m w �o rr z° 5 Wei Wcc LLJ U U J ..... ... ...... ...... _.... ... .. ..._ ..... .... ... J.. ... ...... ........ .... .. n L co J L �J i .. .. _ .. .. .. n o�9lr�.... ... . t— X21 W Z opo :s.S z..._ �w/%.S(X._]... /l 5:�.__.... . r 0 m J N p y +,wLf) >-Z �U)00 7s 9 f/L9N,='7 ....,. OV fi U p^p ' OL 2�oI 7�LN�.7 , O ...... . .......... Q Q Q N,— L V� tD�Q _. _Li o, W 17 .�-..... 2 = .. Z w W 4 v>Cn F __ " .Srvc+n^ro� - ��. It c) _._ g Collopy Engineering Consultants Structural Analysis BeamChek v2.4 licensed to.Francis Canopy Reg#7121-1001 Pansovoy First Fir Bm Remove Column_ Bm 1 Prepared by: FHC Date: 10/10/07 Selection FW 8x 58 50 ksi Wide Flange Steel Lateral Support at: Lc=7.4 ft max. Conditions Actual Size is 8-1/4 x 8-3/4 in., Min Bearing Length R1= 1.3 in. R2= 1.3 in. DL Defl 0.21 in Suggested Camber 0.32 in Data Beam Span 24.7 ft Reaction 1 LL 5508# Reaction 2 LL 5508# Beam Wt per ft 58.0# Reaction 1 TL 7608# Reaction 2 TL 7608# Bm Wt Included 1433# Maximum V 7608# Max Moment 46977'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/381 LL Max Deft L/360 LL Actual Defl L/526 Attributes Section(in 3) Shear int TL Defl in LL Defl Actual 52.00 4.46 0.78 0.56 Critical 17.08 0.38 1.24 0.82 Status OK OK OK OK Ratio 33% 9% 63% 69% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:446 Uniform TL: 558 =A 11 OF + FRANCIS H, � Uniform Load A COLLOPY172 o TE R1 =7608 R2=7608 rpHA�EN SPAN=24.7 FT Uniform and partial uniform loads are lbs per lineal ft. Collopy Engineering Consultants Structural Analysis BeamChek v2.4 licensed to:Francis Collopy Reg#7121-1001 Pansovoy Celler Bm Main Bm Bm 2 Prepared by: FHC Date: 10/10/07 Selection W 8x 31 50 ksi Wide Flange Steel Lateral Support at: Lc=7.2 ft max. Conditions Actual Size is 8 x 8 in., i Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.15 in Suggested Camber 0.22 in Data Beam Span 19.5 ft Reaction 1 LL 4349# Reaction 2 LL 4349# Beam Wt per ft 31.0# Reaction 1 TL 5743# Reaction 2 TL 5743# Bm Wt Included 605# Maximum V 5743# Max Moment 27996'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/390 LL Max Defl L/360 LL Actual Defl L/515 Attributes Section(in 3) Shear int TL Defl in LL Defl Actual 27.50 2.28 0.60 0.45 Critical 10.18 0.29 0.98 0.65 Status OK OK OK OK Ratio 37% 13% 62% 70% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:446 Uniform TL: 558 =A Uniform Load A tK OF R1 =5743 R2=5743 0? SPAN= 19.5 FT FRANCIS H. COLLOpr Uniform and partial uniform loads are lbs per lineal ft. v 20172