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15 BERTUCCIO AVENUE - BUILDING JACKET Su �� ca areriW6M6Fddm 90%Larger Label Area • •°'•"° /// I 5 M EAC® KEEPING YOU ORGANIZED Na 10301 rruhM�e =INUen GET ORGANQEDAT 811FAD.COM UKewra®ariertom WQSI rCertificate No: 542-13 Building Permit No.: 542-13 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the SINGLE FAMILY DWELLING located at - -................ Dwelling Type 15 BERTUCCIO AVE in the CITY OF SALEM -- - ---------- _ .. '------------ - - -- -------'--' - Adaress Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 15 BERTUCCIO AVENUE I This permit is granted in contortnity with the Statutes and ordinances relating thereto, and expires ......... ------- ------------ unless sooner suspended orrevoked. Expiration Date Issued On:Thu Jul 25,2013 - GeoTMS®2013 Des Lauders Municipal Solutions,Inc. --------- - - -"' "" -------- --- - --- -'--- L CSA u P� - - -- . 46 - UCCIO AVE 542-1. 10823 - I COMMONWEALTH OF MASSACHUSETTS ' p �24 =� Block " —� -- _ CITY OF SALEM Lot 096 ;Category ALTERATIONS Peen,t# 54213 BUILDING PERMIT P r 6j"est JS-2013-001771 Est Cost $25,000.00, ;Fee Chargedri $180.00 Balance Due: $-00-- -I PERMISSION IS HEREBY GRANTED TO: Const Class: Contractor: License: Expires: -7 lUse Group:,-. _ !Stephen Manzi/J Manzi Renovations CONSTRUCTIO SUPERVISOR- 104668 r or c:z e.v ! _ �- 1 q= ` jO)w)er: iivlike ianLCl'U - Zonmg !— — — jApplicmtt: Stephen Manzi/J Manzi Renovations Units Gamed:. -1 ;Units Lost: - _. _,�JA T. 15 BERTUCC[0 AVE - S Safe ISSUED ON: 03-Jan-2013 AMENDED ON: EXPIRES ON: 03-Jun-2013 TO PERFORM THE FOLLOWING WORK: ROOF, DECK KITCHEN&BATH jbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas - Plumbint2 BuildinE Underground: Underground: Underground: I� Excavation: Service:',77"�,,`,�' Meter: Footings: Rough: Fa^'7N �J` >%fin'/�I13 Rough: Rough: ( � Foundation: .�/r"W Aiv:CtrI'�f 7e/� Final: Fin " Rough Frame. Final:�,JC/�J aL• ... Fireplace/Chimney: D.P. V. Fir Health Insulation: (//I � :\louse: Oil: Final: 71i; /!� Flours# Smoke (/ ll"eaMll'V: - \Vater: Alarm: Assessor Sewer. Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON-VIULAAl,Ij ITS RULES AND REGULATIONS. `z.. Signature: Fee Type: Receipt No: Date Paid: Check No: AolounC [3IJIL.f�IT1CgP,r. RFC-3013-001940 03�Jan-13 1599 $130.00 ARR A;JG CALL< Gco UMSOO 2013 DCS Lam'icrs\lunicipaI Snlntill 11S,Inc. CITY OF SALEM PUBLIC PROPRERTY ` ? DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦FAX:978-740-9846 STOP WORK ORDER �e - Property_Location 15 Bertuccio Avenue � I May-2,2006 Norman J. Blanchette 15 Bertuccio Avenue Salem,MA 01970 Dear Mr. Blanchette; The above listed property has been posted with a Stop Work Order due to being in violation of the following State Codes and/or City Ordinances. 780 CMR Massachusetts State Building Cade, Section 118.1, regarding violations of the construction code, states that it is unlawful to add, alter, or construct any structure without the proper permit to do so. No further work may be done until such time as the order is lifted. Any person who shall continue any work in or about the building or structure after having been served with a Stop Work Order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be liable to a fine of not more than $1000, or by imprisonment for not more than one year, or both for each violation; with each day constituting a separate violation. If you have any questions regarding this letter, please contact the Building Inspectors Office at(978) 745-9595 ext. 386. Sincerely, osephE. Bar eau, Jr. Assistant Building Inspector CC: file, Mayor's Office,Fire Prevention, Electrical Dept., Police Dept. CITY OF SALEM z PUBLIC PROPRERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦FAX:978-740.9846 STOP WORK ORDER (O'F�(E Property Location 15 Bertuccio Avenue CQPr May 2, 2006 Norman J. Blanchette 15 Bertuccio Avenue Salem,MA 01970 Dear Mr. Blanchette; The above listed property has been posted with a Stop Work Order due to being in violation of the following State Codes and/or City Ordinances. 780 CMR Massachusetts State Building Code, Section 118.1, regarding violations of the construction code, states that it is unlawful to add, alter, or construct any structure without the proper permit to do so. No further work may be done until such time as the order is lifted. Any person who shall continue any work in or about the building or structure after having been served with a Stop Work Order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be liable to a fine of not more than $1000, or by imprisonment for not more than one year, or both for each violation; with each day constituting a separate violation. If you have any questions regarding this letter, please contact the Building Inspectors Office at(978) 745-9595 ext. 386. Sincerely, oseph E. YlBlareau, Jr. Assistant Building Inspector CC: file, Mayor's Office,Fire Prevention, Electrical Dept., Police Dept. Ctg ofttlEm, tts�ttrl�usetto Public Prapertq Department iguilbing Department (One dalem Green 500-7,15-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer December 5 , 1995 Norman Blanchette 15 Bertuccio Avenue Salem, Mass . 01970 RE : 15 Bertuccio Avenue Dear Norman: I have received the structural report of your foundation from Odin Engineering. He makes it quite clear that the foundation in his opinion is- a structurally sound structure . This office is in agreement with his findings , and does not feel that any additional work on supporting the foundation is required at this time, and feel that occupancy of structure may continue. If this office can be of any further assistance in this matter, please do not hesitate to call . Sincerely, i Leo E . Tremblay Inspector of Buil ings LET: scm Dain Fngowg Civil Enpmmg Odin 94%`°96 Code Conwhumg LynoSeld,MA OI940.30% Building Inepec (61'n 3924385 November 17, 1995 Norm Blanchette 15 Bertuccio Salem, MA RE: Foundation Settlement and Cracking 15 Bertuccio, Salem, MA Dear Mr. Blanchette: At your request I conducted an inspection of the above referenced address for the purpose of reporting on the possible causes of cracking and settlement of the foundation. The foundation is concrete and there are cracks at the rear wall and on the left side(viewed as you face the structure). The concrete slab in the cellar has settled and cracked. The settlement and cracking of both the slab and foundation are primarily in the left rear of the structure and the degree of settlement is significant(approximately 3 inches). It was noted that the rear of the property and the left side both have retaining walls, indicating that the house very possibly is situated on filled material. As we discussed, it is impossible to tell with any certainty the cause of settlements or the amount of settlement that can be expected in the future without conducting soil borings and/or long term monitoring of the cracking. Long term monitoring(over a period of several months)would tell us if the cracking has halted, is continuing(and how rapidly it is continuing) or if it is seasonal (opening and closing with changes in temperature). Without this monitoring, my report has to be based on the best information available. Discussion with you indicate that the structure is over 30 years old and the cracking occurred shortly after construction. You did indicate that the settlement, in your opinion, is still occurring. I did note that you have sealed some cracks in the foundation; these cracks have not reopened;however, they were only filled within the past few months. Based on my inspection and discussion with you, it is my opinion that the settlement most probably is caused by poor soil conditions below the left rear portion of the foundation. The front of the structure is probably situated on ledge. The rear of the structure is probably situated on poorly compacted fill or poor soil(such as peat).If the entire structure had been founded on the same soil, settlement would have occurred throughout the house, rather than only in one portion. The problem then might not have been noticeable.Nearly every house undergoes some settlement after construction. It is when this settlement occurs at different rates at different parts of the foundation that cracking occurs. This is known as differential settlement. ; 4 n 15 Bertuccio, Salem, MA/Page 1 November 17, 1995 As we discussed, if you plan on putting much money into remodeling, my suggestion would be to address the settlement problem first. It would be a shame to put in trim, plaster, cabinets, etc. only to have future settlement damage the work. Also, the presence of the settlement and cracks affects the salability and value of the house. It is impossible to tell, without borings, how much additional settlement can be expected. It is possible that settlement has ceased, but I can not be certain, based on one inspection. My suggestion would be to monitor the situation closely for a period of several months. If cracks reopen or expand, then corrective action would be recommended. If cracks have ceased to expand, then you can assume that all settlements have stopped, and you can then decide whether to attempt to return the house to its original position by jacking the foundation, or to five with the situation. I have attached some information for you on a system which is recommended for repairing foundation settlements. In most cases this system can be used to return the house to a level/plumb condition. I suggest that even if there is no more settlement occurring in the house, that you jack the house to a level position before putting any significant money into remodeling. Whatever you decide, in my opinion the structure is now structurally safe, and future settlements, should they occur, will happen slowly over a period of years;therefore, there is no need for immediate action from a structural point of view. For Odin Engineering 3�"ZN CF AIp Sincerely, p'T STEVEN FREDERICKSON E STRUCTURPL � v N0. H Steven R. Frederickson, P.E. F`-SIONAL.E�� q .t Odin Engineering Invoice P.O. Box 1096 Lynnfield, MA 01940 -3096 DATE INVOICE# 11/17/95 1214 BILL TO: Norm Blanchette 15 Bertuccio Salem, MA DESCRIPTION AMOUNT 15 Bertuccio, Salem, MA 300.00 Site inspection of foundation cracking and settlement and final report i i i I i i I I i I i i i TOTAL $300.00 Atlas Systems, Inc., also manufactures a line of Atlas-Helical anchors for new construction and tieback applications. Enclosed is a technical design manual for the Atlas-Helical products. Atlas Systems, Inc., is setting the standard in the industry for quality and service with Atlas-Helical products. When you specify Atlas-Helical products, you have the flexibility to match the helix size and configuration to the shaft required based upon your needs. You are not confined to a few "standard" sizes. We offer a helix of high strength steel, with a true circular shaped plate and a three inch pitch for greater holding capacity and fast installation.. Again, thank you for your interest in Atlas Foundation Support Products. If you desire further technical information or assistance, please call me at our Dallas, Texas office at 800 241-1950 or the main plant in Independence, Missouri at 800 325-9375. Sincerely o Donal Clayton, Regi red Prof. gineer DC/me x,. A109 02150/CHA BuyLine 1386 HUBBELL HELICAL■PIER© FOUNDATION SYSTEM Saves days and dollars compared to concrete piers, spread footings or other pile methods U.S. Patents: 5,011,336; 5,120,163; 591399368; 51171 ,107 and 5,213,448 Proven for: ❑ New construction piers ❑ Raising existing structures ❑ Reiaining walls, revetments, ❑ Underpinning existing structures buildings, roadways, dams, levees ❑ Seismic applications For foundation repair and reinforcement applications. x ETI • d 0 F ❑ A 4 . e� Immediate benefits: ❑ Installs In limited•access situations ❑ Predictable results ❑ Clean — no excavation spoils removal ❑ Lower Installed costs ❑ Installs with available equipment ❑ One•trip convenience: No site preparation ❑ Less equipment needed: and no concrete required in many cases No concrete trucks or grout pumps 4s design loads in specific soils ❑ Easy to store and transport . nstalls in any;weather ❑,Reusable .: � - A109 02150/CHA BuyLine 1386 PP/PRODUCT PRESENTATION bers, helical piers extend bearing PP/PRODUCT PRESENTATION MF/MATERIALS,FINISHES plates into underlying subsoil. OVERVIEW OF PRODUCTS Their small-diameter shafts simply FEATURES penetrate the expansive zone The Chance*Helical PierO system without significant disturbance. Special techniques,tools and includes shafts of round and square designs and sizes derived through Installed in sections, Chance configurations to match design experience and engineering exper- loads. Round shafts K' solid steel helical piers can get into low- tise give Chance helical piers to 10" diameter pipe) and square headroom situations. This is ideal advantages not easily duplicated. shafts W/o" to 2'/d' solid high- for underpinning foundations strength steel)are available to showing signs of failure or to Subtle yet significant differences obtain the most economical means upgrade their capacity for addi- set Chance designs ahead: to carry various loading require- tional bearing requirements. • True helices penetrate the soils menta. To increase product life in For buildings on sites where soil with minimal disturbance, aggressive soils,hot-dip galvaniz- creeps,heligal piers can be in- • Round-cornered square shafts ing to ASTM specifications is stalled both verticallyand at an and precise helix pitches assure normallysupplied. both installation ease and bearing PP angle opposing the downhill creep. capacities. This permits soil to flow around the OP/OVERALL PRODUCT,IN PLACE small-diameter pier shafts while Quality Assurance is a way of life AI/ASSEMBLY,INSTALLATION the companion tieback anchors in Chance Co. manufacturing BENEFITS resist horizontal loads the soil processes. Chance is recognized movement places on the structure. throughout the industry as a leader in anchor manufacturing and Helical piers have alleviated To resist seismic loading where quality. When you specify Chance stresses on buildings caused by conditions dictate,tieback anchors helical piers,you can be confident foundations shifting in expansive also are readily incorporated into you have selected designs and soils.As additional support mem- new building construction. finished products of the highest caliber available. TS/rECHNICAL SUPPORT AVASSEMBLY,INSTALLATION BEARING-PLATE THEORY The bearing calculations are suitable anchor is the sum of all individual Graphic representation of for both compression and tension as helix capacities.Individual helix Load individual bearing pressures long as the soils being loaded are bearing capacity is the product of its f on multi-helix anchor,at left. considered. projected area(Ah)and the bearing pressure(q").Reduction in load Foundation design typically can be capacity should be accounted for in divided into two steps: sensitive soils.Allowances should be 1.Select anchor-helix configuration made when the zone of influence for based on soil characteristics and a helix includes strata of different load. strengths. q" "deep on a"d depends 2.Select shaft configuration based on This analysis P P load and anticipated installation anchorage" failure mode.This torque. condition is satisfied when the helix depth-to-diameter ratio is a mini. CAPACITY EQUATION mum of 5: '1 The design procedure utilized by the q --=. A.B. Chance Company is based upon HOLDING STRENGTH RELATED the well-known General Bearing TO INSTALLING TORQUE Model in clay, Capacity Equation: above,illustrates Monitoring installation torque helps 'deep anchorage' q.=CN<+q Nq where indicate anchor capacity.The ratio failure mode. qq ultimate soil bearing pressure between holding capacity and (Bobbitt, 1968) C cohesion of soil installation torque suggests 10 as a q overburden pressure rule of thumb.This value typically es from 7 to 12.Torque moni- qu ran Ne lbearing capacity factors for g r9 Nq J local shear conditions tors are available from Chance. Their use provides a good method of The load capacity of a multi-helix quality control during installation. CCE ® Worldwide experience In Helical-Pier® Systems MR/MANUFACTURER TSITECHNICAL SUPPORT HISTORY COMPUTER-ASSISTED DESIGN PACKAGE More than 80 years ago,A. Bishop To assist design engineers in helps to impart both a sense of the Chance developed his first patented applying helical piers for founda- design theory involved for these earth anchor. Since then, the A.B. tion and retaining projects, Chance applications and how the program Chance Company has continued to Company provides a complete functions. introduce new anchoring products design package comprising: for tension and compression. The software for personal comput- Among the most significant mile- • A technical manual presenting ers minimizes input requirements stones in anchoring history are the the state-of-the-art in power- and decisions by the users but systems of power-installed screw installed earth-anchor design, otherwise duplicates the program anchors for electric-power and Chance anchor-application engi• telephone utilities, the pipeline and • An interactive computer soft- neers employ daily to make project. construction industries. ware program for project de- design recommendations.A aeries CAPABILITIES signs, of prompts direct the designer to maintain control over essential • Listings of prices for anchors design criteria. User proficiency These power-installed helical-pier available to derive job-cost with the program should be quick systems have proved extremely estimates. to acquire. reliable and offer predictable holding capacities at economical The manual accompanies the Simple input needed: installation coats. Moreover, their software program to instruct the 1. Soil data—involves depths of unique advantages have led to a engineer in pertinent application layers, strength parameters and growing range of compression and aspects through commentary on type; tension anchoring applications. design theory, testing and installa- 2. Anchor description—consists of • Loads as high as 200,000 lb. are tion procedures. It presents practi- extension length, installation achievable in certain soils. Special cal examples for"walk-through" angle, distance to datum; terminations allow simplified load experience with the program.This 3. Load—magnitude and direction. transfer from the structure to the piers. Useful output provides theoretical Chance,with 1,400,000 sq. ft. of capacities — both in tension and in manufacturing, 1,400 employees compression — of anchor lead and engineering expertise, is by far sections installed in the given soil the leader in helical-pier develop- conditions. ment and quality, x TS/TECHNICAL SUPPORT SERVICES s T Holding capacity of various anchor Applied in a wide variety ofsizes is matched to soil•classif Caton projects,the reliability of Chance ": ' data to select the proper anchor for the speci helical piers has been thoroughly fic project load requirements. proven over decades in all types of soil conditions. Based on this DT/DOCUMENT cumulative experience, Chance has TABLE OF CONTENTS acquired unique resources to support the following services: O About A.B. Chance Co. ........................................................ 2 • Certified installers O Overview of Products —Training and field supervision ..................................::...........................I.............. 3 • Design assistance O Square-Shaft Helical Piers ............................................................... 4-5 • —Geotechnical engineering guidance for special cases O High-Strength Helical Piers .................................................................. 6 • Inventories of standard and O Tension/Compression Helical Piers ....................................................... 6 specially-designed products to matchapplications to soils. O Application Examples ......................................................................:...... 7 2 Atlas Systems Inc. •' �► 519 Interstate 30, Suite 129 • Rockwall,TX 75087 4 — (800)241-1950 _ FAX(214)771.0275 Done/d J. Clayton,P.E. Registered Professional ' Engineer Atlas Systems Inc. June 02, 1994 f 66"Jr 02 GoGsn4v G� B o- e. ><vr 7YP•, ,?Fs�c�.usa/�- Gimes Steven Frederickson Lexington Building Department 1885 Massachuttes Avenue Lexington, Massachusettes 02173 Dear Mr. Frederickson: Thank you for your interest in Atlas Foundation Products. I really enjoyed our conversation today. It was very Interesting talking about the engineering work that you do in the Lexington area. I honestly believe that Atlas Foundation Products can help you with your designs. I believe that you will find the enclosed technical information a valuable addition to your library. When you design a repair with Atlas Piers, you will be assured of a permanent repair. The Atlas Pier is NOT a "friction Pier". The Atlas Pier is driven to a suitable bearing strata for support of the structure which distinguishes the Atlas Pier from other methods in the Industry. You can be confident specifying the Atlas Pier because it is the only available product that carries a full ten-year manufacturers product warranty and the only resistance pier to be listed in the "Sweets" Encyclopedia, 'The Bible of Architects and Engineers'. The Atlas Pier is driven to a load bearing strata. When an Atlas Pier is installed, the driving force and loading on the pier is documented. The load bearing strata is tested to a higher capacity than the applied loading which gives a factor of safety, therefore, You can Drove to your client that future settlement of the pier is hiahly unlikely! The Atlas Pier has earned the trust and confidence of thousands of professional engineers across the country as a proven product and method for remedial foundation repair of existing residential and commercial structures that have settlement problems. The Atlas Underpinning Product Manual provides field load test Information held to close conformance to ASTM Standards. Please take time to review the case studies that are included. You will find pier installation logs with actual field data. If you will take a few minutes to review the data, you will see how bearing strata is determined and how the difference between the driving force and lifting force provides you with measurable factor of safety on your design. 519 Interstate 30 9 Suite 129 a Rockwall,Texas 75087 9(800)241.1950 o Phone/FAX(214)771-0275 Titu of it�ttlem, Mttssttr4twetul JJublic Propertp Department +Nuilbing Department Mne *stem Green 508-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer September 27 , 1995 Norman Blanchette 15 Bertuccio Avenue Salem, Mass . 01970 RE : 15 Bertuccio Avenue Dear Mr . Blanchette : Thank you very much for your response to the letter dated on Januarq 24, 1995 regarding the above mentioned property. An inspection was conducted and found all violations corrected. This office will notify all the appropriate departments and the Ward Councillor that this situation has been brought to a satisfactory conclusion. Sincerely, Leo E. Tremblay Inspector of Buiding LET: scm cc: David Shea Tom Keough_ Councillor Donahue, Ward 3 TitU of ftem, Mttssttr4usetts Public Pra}tertq Department Guilbing Department (One t3n1rm %reen 500-745-9595 Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building January 24, 1995 Zoning Enforcement Officer Norman Blanchette �C(C�) 15 Bertuccio Avenue Salem, Mass. 01970 RE: 15 Bertuccio Avenue ` Dear Mr. Blanchette: Due to a complaint received through the Neighborhood Improvement Committee hot line, I conducted an inspection of the above mentioned property and the following violations were found: 1. Debris stored under side porch must be removed (Fire hazard) . 2. Ballasters must be installed at rear entry handrail. 3. Crack in foundation at garage area must be repaired. 4. Siding at side of rear porch must be repaired. 5. Debris from pool in rear yard must be disposed of (Metal very dangerous to children playing in yard) . Please notify this department upon receipt of this letter as to your course of action to rectify these violations. Failure to do so will result in legal action being taken against you. Thank you in advance for your anticipated cooperation in this matter. Sincerely, Leo E. Tremblay Inspector of Buildings LET: sem cc: Dave Shea Councillor Donahue, Ward 3 Certified Mail li P 921 991 673 I i .I ' ARTICLE �� P 921 991 673 • LINE 1. Norman Blanchette NUMBER . 15 Bertuacio Avenue flail Salem, Masi. 0J970 t FOLD AT PERFORATION t WALZ INSERT IN STANDARD#10 WINDOW ENVELOPE. , (f R T I F I E D r' M A I L E RTM SENDER: • Complete items t and/or 2 for additional services. I also wish to receive the • Completa items 3,and 4a s b. folly Ning services(for an extra fee): • Print yoi r name an0address on the reverse of this form so that we can return this card Addressee's Address •to ycu. Attach this form to the trent of the mailpiece,or on the back jf space does not permit. • Write"Return Receipt Requested"on the mailpiece below the article number. 2. ❑ Restricted Delivery • The Return Receipt Fee will provide you the signature of the person delivered to and the date of deliver . Consult postmaster for fee. 3.Article Addressed to: 4a.Article Number P 921 991 673 :7cr a D3ct�Atf 4b.Service Type +^. F3CPCUCC iO ,sctlem, mar's. .)197(3rdjANc CERTIFIED Date of Delivery6 2 ignature—(Addressee) - „ ' 6.Addressee's Address USPS (ONLY if requested and fee paid.) .Signature—(pent) PS Form 3811,November 1990 DOMESTIC RETURN RECEIPT United States Postal Service I �SSF. Official Business '^�' �. PENALTY FOR PRIVATE USE,$300 III111III III III III III 111111111 1111111 IIIIIIIIIIIIIII INSPECTOR OF BUILDINGS ONE SALEM GREEN SALEM MA 01970-3724 . a/'yrs' ,;w,�,l/ ,v,_ G/r��� 'ERSONNEL ,Conductor cstant Conductor 11,1993 LOS SAXOPHONES Raper MurrayBurnstine Lynch Thomas Filippi -teary GayleSamar Alaura 'abral TRUMPETS Koch MarkSanchez Thomas Bryant SES James Fremont-Smith a Liese FRENCHHORNS rNovia JohnAverell ` AdamIascone OLO 'haros TROMBONES � � \ 1 c \ �. �i � �, 3�, �' Tito of ftem, massar4usetts Public Prupertil Department Nuilbing Department Mne *alem (fireen 508-745-9595 $xt. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer November 14, 1994 Norman Blanchette 15 Bertuccio Avenue Salem, Mass. 01970 RE: 15 Bertdccio Avenue Dear Mr. Blanchette: Due to a complaint received through the Neighborhood Improvement Committee hot -line, I conducted an inspection of the above mentioned property and the following violations were found: 1. Front stairs and railings must receive immediate attention. 2. Rear stairs and rails must be made safe. 3. Siding at side porch must be fasten. 4. Glass at garage door must be replaced. Mr. Blanchette, violation 1 & 2 are means of egress and must be maintained for pedestrian traffic at all times. Please notify this department upon receipt of this letter as to your course of action to rectify these violations. Failure to do so will result in legal action being taken against you. Thank you in advance for your anticipated cooperation in this matter. Sincerely, C�L✓^ �✓-tl�vy�lw' Leo E. Tremblay Inspector of Buildings LET: scm cc: Dave Shea Councillor Donahue, Ward 3 Certified Mail # P 921 991 633 C=] A ARTICLE • P 921 991 633 UNE 1. NUMBER Norman Blanchette 45 SArtucsio Avenue '`'"J Salam, Mass. 0i970 oe r, t FOLD AT PERFORATION t WALZ T . INSERT IN STANDARD#10 WINDOW ENVELOPE. C E R T I F I f R r' ,�' M A I E E R w c SENDER: • Complete items 1 and/or 2 for additional services. I also wish to receive the • complete items 3,and 4a a b. -- following services(for an extra fee): • Print your name and address on the reverse of this form so that we can return this card h to you 1. ❑ Addressee's Address • Attach this form to the front of the mailpiece,or on the back if space does not permit. • Write"Return Re(teipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery I• The Return Re pt Fee will provide you the signature of the person delivered to and the of delver . Consult postmaster for fee. 3.Article Addresged to: 4a.Article Number P 921 991 633 q_.{G 5 MrIctlette 4b.Service Type "io .tucclo Avenue + CERTIFIED MASS U1970 I7. ate of Deliv y 5.Sig ure—(Addressee) 8.Addressee's Address 4/1 I A - (ONLY if requested and fee paid.) 1, ,6.,Signature—(Agent) t PS Form 3811,November 1990 DOMESTIC RETURN RECEIPT Vim' r United States Postal Service Official Business PENALTY FOR PRIVATE USE,$300 Illum�lll�lul�ullluu�ll�l�ulnl�l�lullu�ll INSPECTOR OF BUILDINGS ONE SALEM GREEN SALEM MA 01970-3724 0i I11 �IIIJ L Ili uILIr �1 6LL Ili J1,il l