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50 FREEDOM HOLLOW - BUILDING INSPECTION I50+FRFEDOM HOLLOW l CITY OF SALEM, MASSACHUSETTS BUILDING DEPA.RTMEN'r 120 WASHINGTON STREET,3"'FI..DOR T.Et_. (978) 745-9595 FAx(978) 740-984( kIM13FW F_Y"DRISCOI3 MAYOR THOMAS ST.PTE.RRE DIRECTOR OF PUBLIC PROPERTYAUIL.DING COMMISSIONUR August:20, 2008 e07 Violation Notice R.E. 50 Freedom Hollow Village at Vinnin Square Condominum Trust 11 CIO East Coast Properties 400 Highland Avenue Salem Ma.01970 Dear Owners, This Department has received and investigated a complaint regarding the I iandicap Parking and lack of an Accessible Route froin the parking area to an entrance. A site visit was conducted on.Tuesday and the visit confirmedthat the Handicap Spaces are non- compliant and there is not an Accessible route to the entrance. The building was constructed around 1985. The.Handicap Code in Massachussetts at that time was the 1982 version of 521 C.M.R. Reviewing the 1982 regulations con.finned the violations. The Code references are the followi.ng:!982 Edition of 521 C.M.R 521. C.M.R section 9.1-Residential Condos with 12 or more units 521. C.M.R section 23-Parking lots with more than 25 spaces-(covers parking space layout and Accessible Routes) You are directed to begin the corrections within 45 days of receipt of this letter. If you feel you are aggrieved by this action , your Appeal is to the Mass. Architectural Access Board in Boston, located at One Ashburton Place. Th.ard< you in advance for your anticipated cooperation in this matter. Tho.n t..Pierre` Q J/Zi,R-n� Building Comulission.er/Director of Inspectional Services ceFi.re Department, Salem.Handicap Commission, Councilor O'Keefe CITY OF SALEM I�s� z11 PUBLIC PROPERTY DEPARTMENT KIMIIFICAN DRISCO1L A\yuiR 720 WdSF11NG7"ON STREET* SALFM,?VIASSACI1 USEl'1'S 01970 TE.L:978-745-9595 FAX:978-740-9846 August 25, 2008 Village at Vinnin Square Condominium Trust II c/o Cindy Anselmo East Coast Properties 400 Highland Avenue Salem, Ma. 01970 RE: Parking at 50 Freedom Hollow Dear Ms. Anselmo Regarding the violation notice dated August 20, 2008, the required accessible parking can not be located in the existing paved areas in front of 50 Freedom Hollow or the adjacent 6-plex because parked cars would obstruct the Fire Lane that provides access for emergencles. You may continue to use that area for pick-up and drop off . Si , ely, as E. McGrath Assistant Building Inspector/Local Inspector c : file ire Dept, Salem Handicapped Commission, Councilor O'Keefe r _ C..ITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASI-I,INGrON S TREET, 3"'FI.<k')R T'FL. (978) 745-9595 FAX(978) 740-9846 1�IMBFRL..EY DRISCOI,I. MAYOR '1-IMIAS ST.PIT?.RRE D IREC'ror�OF PUBLIC PROPERTY/TUILDING COMMISSIONER August: 20, 2008 Violation Notice R.E. 50.Freedoln Llollow Village at V.innin Square Condominun2 Trust ll C/O East Coast Properties 400 Highland, Avenue Salem Ma.01970 Dear Owners, This Department has received and investigated a.complaint regarding the Handicap Parldn.g and lack of an Accessible Route from the parking area to aaa entrance. A site visit was conducted on Tuesday and the visit eonGrui.ed that [he Handicap Spaces are nrnt- compli.ant and there is not an Accessible roLite to the entrance. The building was constructed around 1985. The Handicap Code in Massach.ussetts at that time was the 1982 version of 521 C..M.R. .Reviewi:ng the 1982. regulations confirmed the violations. The Code references are the fo.11owing:!982 Edition of 521 C.M.R 521. C..M.R section 9.1-Residential Condos with 1.2 or more units 521 C.M.R section 23-Parking lots with,anore than 25 spaces-(covers parking space layout and Accessible Routes) You are directed to begin.the corrections within 45 days of receipt of this .letter. If you feel you are aggrieved by this action, your Appeal is to the Mass. Architectural Access Board in Boston, located at One Ashburton Place. Th4atk you in advance for your anticipated cooperation in thistn.atter. Thon s St..Pi,etre 7� Building Cotnmissioner/Director of Inspectional Services ccFire Depar(:ntent, Salem Handicap Cominiss:ion, Councilor O,Keefe Certificate No: 662-06 Building Permit No.: 662-06 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the CONDOMINIUM located at Dwelling Type 0050 FREEDOM HOLLOW UNIT#417 in the CITY OF SALEM --------------------------------------- -- — ---------------------------------------------------------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Renovate Condo This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date Issued On: Mon Jul 31,2006 -------------- GeoTMS®2006 Des Lauriers Municipal Solutions,Inc. -------------' --------------------------------------__/-- ----------------------- ii�xaa �rua�ina WHIVS 30 AID 0050 FREEDOM HOLLOW UNIT #417' 662-06 GIs# 10344:^ tifiirr<_ COMMONWEALTH OF MASSACHUSETTS Map r 21 w ! "or„ 5 Block , 827,,=,,h "u CITY OF SALEM 024ufiilin"Lot � { Category:, ```lj REPAIRIREPLACE Perrrnt#.. .,�i < 662.06= "j1 9�..: BUILDING PERMIT Project#` i;, JS-20061358 tutrr�;;rr , Est Cost ''- s $55,00000,,,;. uzzl Fee Charged:"'`'° $335.00 , ,;i?, I` Balance Due: ", =d9: PERMISSION IS HEREBY GRANTED TO: Const. Class:' d ..` Contractor: License: Use Group" s .m: f(jrr f, ,:iiu'i BTM BUILDERS,INC. CONSTRUCTIO SUPERVISOR-CS068036 Lot Size(sq.'ft) Zonmg ” ` :'.Zwi tOwner: MUNICK, SAM' Units Gamedi t, £ t` 'Applicant: BTM BUILDERS, INC. Units Lost. Il f ` q _ .jAT. 0050 FREEDOM HOLLOW UNIT#417 Dig Safe#:WE _ ft ISSUED ON. 16-Feb-2006 AMENDED ON. EXPIRES ON: 16-Aug-2006 TO PERFORM THE FOLLOWING WORK. 662-06 REMOVE&REPLACE KITCH.CABINETS/ADD NEW TILE,NEW HARDWOOD FLOORS,REPLACE CLOSET DOORS/PAINT/ADD LIGHTING,PLUMBING FIXTURES,REPLACE CEILING TJS POST THIS CARD SO IT IS VISIBLE FROM THE STREET .+ Electric Gas Plumbing Bu ilding Underground: Underground: Undergrouad: E.clavation: Service: Meter: O� Footings: Rough: Rough: Rough: Foundation: Final: 912��0�� Final: Final: Rough Frame: Fireplace/Chimney: D.P.W. Fire Health Insulati Meter: _ Oil: I 6� �1 I Final: 1'�✓J�\\^1 / l• House# Smoke: 1V C•a� Tress r �V Wa[er: Alarm: ' c Sewer: Sprinklers: r THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UP VIOLATION OF AN Q*1TS RULES AND REGULATIONS. ) C . Signature: Fee Type: Receipt No: Date Paid: Check No: Amount BUILDING PEC-2006-001950 16-Feb-06 2321 $335.00 yr a GeoTMSO 2006 Des Lauriers Municipal Solutions,Inc. ' �t V32YE AD CITY OF SALEM BUILDING PERMIT t Advantage Claim Services 2100 Lakeview Ave . Dracut, MA 01826 Form of Notice of Casualty Loss to Building 0�~ / Under Mass. Gen. Laws, Ch. 139, Sec. 3B �� To : Building Commissioner or / Board of Health or Inspector of Buildings Board of Selectmen Town Hall address Town Hall Salem, MA 01970 Salem, MA 01970 Re : Insured: Barbara I Schwartz Property address : 50 Freedom Hollow #317 Salem, MA 01970 Policy # : HP 2001431 Loss of : 11-22-99 File or Claim No. AD 4756 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1, 000 . 00 or cause Mass . Gen. Laws, Chanter 143,.SSection 6 to be applicable . If any notice under Mass Gen Laws, Ch. 139 Sec. 3B is appropriate please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. S Radar Title : Adjuster On this date, I caused copies of this notice to be sent to the persons named at the addresses indicated above by first class mail . y-, S Signature and date The Village at Vinnin Square Condominium Trust II 50 Freedom Hollow • Salem, Massachusetts 01970-6625 ♦ (508) 745-2454 March 12, 1998 Kevin G. Goggin City of Salem Public Property Dept./Building Dept. One Salem Green Salem, MA 01970 Re: The Village at Vinnin Square Condominium Trust II Dear Mr. Goggin: As previously requested, this letter shall serve to update you as to the latest developments regarding the balcony restoration project at the above-named property. At the February 25th Board Meeting, the Trustees voted unanimously to select the"Base Bid" of the specifications that the engineering firm had suggested and that I had provided to you previously. The"Base Bid" is the most comprehensive and will address all of the concerns that the residents and the engineers had. The contractor selected for this project is Diversified Contracting and the price is going to be approximately $95,000.00. The work is expected to begin within the month, weather permitting. The contractor will be obtaining any required permits. The engineering firm,Noblin and Associates, will be overseeing the project. I hope that this will address all of your department's concerns. Sincerely; Crowninshield Management Corp., As Agent for The Village at Vinnin Square Condominium Trust AMa rcia E. O'Hara Property Manager k k_ f ;,':° " -F.rt: ..➢.r,gt'. t k s - T " f ', i, i b{..� y -,- ):�? C�:F: � dC�,G �JZ; 3 ° Titg of #alem, Aussar4usetts Public Propertg igepartment iguilaing Ilepartment Mne dalem 06reen 508-745-9595 Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer September 26 , 1997 50 Freedom Hollow Salem, Mass . 01970 Complaint : Outside decks falling apart Call from: Mark Goldenberg 50 Freedom Hollow Home 745-9420 Work 935-3311 x 12 Management Company: Crown & Shield Att: Marsha O'Hara 532-4800 Note: l ) Spoke with Marsh O'Hara on October 1 , 1997 . She will send copy of engineering report and said work was going out to bid week of 10/6/97 . Asked Marsha to call when bids are awarded and have contractor pull building permit . 2 ) Call Mark Goldenberg at home and office , left message about bids and engineering reports . Kevin Goggin Assistant Building Inspector SP,) M< will W,-,fssG4 /Je -/ 7 f 14,vJe- Nfr y i I E W! �it /Yf/!i�l�(�N4.v�<. /Y[iq•J /O lecI- J A:c(\//5 . A 17- 17% 5 .... /� /� �J�lry /`G CiG✓fd �A �� F/o p'( /e!/�/� CYC/C F�bf/9 �l`lC.n/5 �/-�y� �15 y0 n) ! EY(4 Nc� %� nT n?� g5r,c i c�iy�.� �j Gv�as /✓ui%'a3 P�o� ccf pu( /� Slra�( F/ai[Y /9�'S' ONGf i.JCdJT�F/' rt�ar�Trj j /J(5o %h�-T i4.�y G,ocsE OVP/ L[�•J�S (.Noce/G 6! Seg eusf� I sf»eE ��'a Te �Y. eftp Of 46alem, f ag5arbU0tt5 j s Vublic Vrupertp Department Wuilbing -Department One Salem Oreen (978) 745-9595 Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer December 30 , 1997 Crowninshield Management Corp . 18 Crowinshield Street Peabody, Mass . 01960 RE : 50 Freedom Hollow Balconies Dear Ms . O 'Hara: On December 19 , 1997 , the Building Department conducted an inspection of the vinyl panel ceilings on the underside of the balconies with Isaak, the Building Superintendent . We found four ( 4 ) of the balconies requiring additional supporting at this time . The other balconies all appear to be needing some work but as noted in the engineers report and your letter dated October 9 , 1997 , the work has been sent out for bids and you have informed us that this work would begin no later than March of 1998 . Thank you in advance for your cooperation in this matter and please keep us informed of your project schedule . Sincerely, .,c � Kevin G. Goggin Assistant Building Inspector KGG: scm cc : Councillor Blair , Ward 7 The Village at Vinnin Square Condominium Trust II 50 Freedom Hollow • Salem,Massachusetts 01970-6625 ♦ (508) 745-2454 October 9, 1997 Kevin Goggin City of Salem Building Inspector's Office One Salem Green Salem, MA 01970 r Re: Balconies at 50 Freedom Hollow Dear Mr. Goggin: Enclosed please find the engineering report for the above-referenced property that we spoke about last week. As you will note, this report was compiled by Noblin& Associates, L.C. of Portsmouth, New Hampshire in May of this year. Please note in particular, the portion on page 4 that I have highlighted and that pertains to the general conditions of the balconies being "in generally sound condition." As I mentioned to you, the same firm ofNoblin& Associates, L.C. was also hired to compile the formal bid specifications for this project and they are in the process of being sent out to at least four well-known contractors. Depending on a number of factors, time and weather being 2 primary concerns, we are not sure of the time frame for this project at this time. However, please feel free to contact me in the future if you should have any other questions or concerns. In the meantime, rest assured that the Board of Trustees is aware that there is some work to be done and is proceeding as quickly as they can on this project. Sincerely; Crowninshield Management Corp., As Agent for The Villag t Vinnin Square Condominium Trust II Marcia E. O'Hara Property Manager NOBLIN & ASSOCIATES, L.C. Consulting Engineers EXTERIOR BALCONY SURVEY VILLAGE AT VINNIN SQUARE II SALEM, MASSACHUSETTS f_ SUBMITTED TO: Village at Vinnin Square Condominium Trust II c/o Crowninshield Management Corp. 18 Crowninshield St. Peabody,Massachusetts 01960 SUBMITTED FROM: Noblin& Associates Box 4445 Portsmouth,New Hampshire 03802 '. DATE: May, 1997 NOBLIN & ASSOCIATES, L.C. CONSULTING ENGINEERS P.O. BOX 4445 PORTSMOUTH, NH 03802 PHONE(603) 749-7452 FAX(603) 749-7475 May 19, 1997 Project#70005 Ms. Marcia Anthony Crowninshield Management Corp. I 18 Crowninshield St. Peabody, MA 01960 RE: Exterior Balcony Survey Village at Vinnin Square II Salem, Massachusetts Dear Ms. Anthony: In March of 1997, Noblin & Associates, L.C. inspected the exterior balconies on 50 Freedom Hollow ■ at the Village at Vinnin Square II in Salem, Massachusetts. The purpose of this inspection was to assess the condition of the existing balcony surfaces and ■ structures. Our inspections included the exterior balconies on all Units where access was available 1 during the two days we were on site. A total of forty-two balconies were inspected. Our findings and recommendations for addressing any deficiencies in the existing balcony structures have been included 1 in this report. GENERAL ' 50 Freedom Hollow at the Village at Vinnin Square II consists of a four story, garden style housing development. The building consists of steel framed construction with poured concrete floor slabs. Exterior walls consist of single wythe brick masonry or an Exterior Insulation Finish System (EIFS). The construction would be classified as Residential Group R-2 (multiple family). EXTERIOR BALCONIES i Most Units in the building are provided with exterior balconies accessed through three foot swing doors off the living rooms. Most balconies consist of structural steel frames cantilevered off the main building structure (see Photograph#4). The actual balcony surfaces consist of poured j concrete slabs approximately three inches in thickness over galvanized steel pans. All balconies are provided with iron railings on their perimeter edges. Balconies above the ground floor level are provided with perforated vinyl panel ceilings on the underside of the balcony frames. 1 There are three basic designs of steel framed balconies on the building. The first steel framed balcony design is approximately six feet by twelve feet in size, with exterior walls enclosing the back, one end and one partial end of the balcony. The second steel framed balcony design is ' similar to the first, with an additional jog around the partial enclosing wall. f Ms. Marcia Anthony May 19, 1997 Crowninshield Management Corp. Project#70005 Page#2 The third steel framed balcony design is approximately eight feet by ten feet in size,with exterior walls enclosing two sides of the balcony. These balconies are provided with an additional three inch steel column welded to the outside corner of the balcony frame. These include Units in the 01 and 18 stacks. Several first floor Units have exterior balconies which consist of poured concrete slabs on grade. These include Units 206 and 212. The structural steel balcony frames are formed with eight inch channels cantilevered off the main structural frames of the buildings and bolted with three quarter inch bolts on the exterior corners. Steel plates between three and six inches in width have been added to the tops of the frame channels along the interior sides of the balconies. Additional support for the balcony slabs and steel pans is provided with a 4" steel channel in the center of the frame and 2 x 4 wood joists, set at twenty four inches on center, spanning the width of the frames (see Photograph#10). Exterior steel frame members have a painted finish. Steel Framing Inspection of the exposed steel frame surfaces and a sampling of the steel frames above the vinyl panel ceilings showed significant cracking and peeling of the paint finish in all areas. Minor to moderate surface corrosion was noted on virtually all steel balcony members, including a sampling of the areas above the vinyl panel ceilings. The most significant corrosion was noted on the steel members on the exterior sides of the balconies (see Photograph#3). This corrosion does not appear to have significantly affected the structural integrity of the frame 1 members. B alc ony/W all Intersection t The balcony perimeters consist of a gap between the steel frame and the vertical walls of between one and three quarter inches in width (see Photograph#5). On some balconies, these gaps have been sealed with what appears to be urethane sealant (see Photograph#6). These sealant materials are in poor condition in most areas, with cracking and crazing of the sealant materials and bond failure between the sealant and underlying substrates. ' Balcony Surface The balconies were originally covered with exterior carpeting adhered to the concrete surfaces. These carpets have been removed to allow inspection of the concrete and steel frame surfaces. The existing concrete surfaces appear to be in good condition on most Units. Minor deterioration of the concrete was noted on several individual Units. These included Units 214 and 305, where areas of less than one square foot have spalled to a depth of approximately a half inch. More significant deterioration was noted on the two balconies on grade, where several areas of approximately one square foot have spalled to a depth of a half inch or more (see Photographs#1 &#2). Balcony Railings All balconies have painted iron railings on the exterior edges. Railings are thirty-eight inches in height with one inch tubular posts at forty-five inches on center and half inch balusters at centers of six inches or less. Railings are welded to the steel balcony frames or set in grout on the concrete slabs on grade. Minor cracking of the grout around the posts on Unit 206 was also noted. Rail ends are bolted into the masonry walls on most Units. The railing ends on Units 414 and 415 have been fastened into the wood trim on the mansard roof rakes adjacent to the balconies (see Photograph#8). The rail on Unit 414 was loose at the time of our inspections. Ms. Marcia Anthony May 19, 1997 Crowninshield Management Corp. Project#70005 Page#3 Balcony Ceilings The vinyl panel ceilings on the undersides of the balcony frames are secured with mechanical fasteners in the 2 x 4 wood joists set approximately six inches in from the exterior face of the balcony. The perimeters of the vinyl panels have been finished with vinyl "T' beads adhered to the undersides of the steel balcony frames. The adhesive on the "J"' beads has failed in virtually all areas due to inadequate adhesion to the corroded metal surface. In several areas, the ceiling panels are loose around the balcony perimeters (see Photographs#9). EXTERIOR WALLS Masonry Minor cracking of the bricks and mortar joints was noted in the exterior masonry around the cantilevered balcony members in many areas. Corrosion of the steel balcony members will cause significant expansion of the steel and create stresses sufficient to crack surrounding masonry and mortar materials. EIFS Portions of the exterior walls around the balconies are covered with an Exterior Insulation Finish System (EIFS). This system consists of an exterior base coat of cementitious stucco applied over rigid insulation, typically expanded polystyrene. The cementitious base coat is finished with a waterproofing coat and reinforced with fiberglass mesh. The various system components, including the finish coat, base coat and rigid insulation, are adhered over the structural back-up wall system. EIFS walls are considered "barrier" wall systems. This type of construction is intended to form a complete waterproof skin to prevent water infiltration beyond the exterior surface of the wall. The following deficiencies were noted in the EIFS materials around the balconies: - Significant cracks were noted in the EIFS materials on Units 406,412 and 416. These appear to be a source of moisture infiltration into the wall systems. - Exterior electrical outlets have been installed in the EIFS materials without a proper seal around the openings (see Photograph#7). These appear to be a source of moisture infiltration into the wall systems. - In several areas, the finish and base coat materials have been worn down to the fiberglass mesh. Windows Each balcony includes a double hung window set in the EIFS wall area. These windows are set back with reveals in the EIFS of between an eighth inch and one inch. The perimeters of the windows are sealed with what appears to be a urethane sealant. These sealant materials are in poor condition in most areas, with cracking and crazing of the sealant materials and bond failure between the sealant and underlying substrates. - f Ms. Marcia Anthony May 19, 1997 Crowninshield Management Corp. Project#70005 Page#4 CONCLUSIONS AND RECOMMENDATIONS At the present time,the existing balconies on this building appear to be in generally sound condition. Conditions of the balconies do not vary significantly from balcony to balcony (see Appendix A- Inspection Summary). However,some water infiltration is occurring into and around the balcony structures, which could eventually lead to more significant deterioration of the structures. To address the existing conditions and deficiencies noted on the existing exterior balconies, we would recommend the following scopes of work. It should be noted that, the estimated costs included with these recommendations are based on individual scopes of work. Some of these items may be combined under single contracts, thereby reducing the overall costs. Balcony Surfaces ' - To prevent additional deterioration to the concrete balcony slabs, metal pans and concealed steel framing, the balcony surfaces should be properly prepared and coated with a high quality deck coating system. Preparation of the balcony surfaces should include removal of all dirt, debris and other contamination, including the adhesives from the carpets. All unsound concrete materials should be removed and replaced with a high quality concrete repair system. The new deck coating system should include proper details at the concrete/steel frame joints, railing connections and a sealant joint between the balconies and exterior walls. This work should be considered a Number One (#1) priority. The estimated cost of this work would be between Forty and Fifty Thousand dollars ($40,000.00 - $50,000.00). Balcony Frames - To minimize deterioration of the balcony structures, the metal frames and railings should be wirebrushed, primed and painted as part of the regular maintenance program for the building. This work should be considered a Number Two (#2) priority. The estimated cost of this work would be between Fifteen and Twenty Thousand dollars ($15,000.00 - $20,000.00). Exterior Walls - At the time the balcony frames are painted, all cracked or otherwise damaged masonry around the cantilevered beams should be sealed with a high quality sealant. This work should be considered a Number Two (#2) priority. The estimated cost of this work would be between Five and Seven Thousand dollars ($5,000.00 - $7,000.00). - To minimize deterioration of the EIFS wall systems, all cracked or otherwise damaged EIFS wall surfaces should be repaired in accordance with the manufacturer's recommendations. All joints around windows, electrical outlets and other penetrations should be prepared and sealed with a high quality sealant. This work should be included as part of the regular maintenance program for the building. This work should be considered a Number Two (#2) priority. The estimated cost of this work would be between Six and Eight Thousand dollars ($6,000.00 - $8,000.00). Ms. Marcia Anthony May 19, 1997 Crowninshield Management Corp. Project#70005 Page#5 Miscellaneous r - The railing ends presently fastened into wood trim should be resecured to provide a structurally sound support for the railings. This work should be considered a Number One (#1) priority. The estimated cost of this work would be Five Hundred dollars ($500.00). - The existing vinyl ceiling panels should be resecured with a proper fastening detail around the perimeter of the balconies. The most practical method of securing the ceilings would be to secure wood blocking to the underside of the steel frames to provide adequate fastening for the '7 bead. This wood blocking should be wrapped with a vinyl cover to minimize maintenance to the exposed wood. This work should be considered a Number Three (#3) priority. The estimated cost of this work would be between Nine and Twelve Thousand dollars ($9,000.00 - $12,000.00). If you are in need of additional information or we can be of further assistance,please do not hesitate to contact us. Sincerely, Timothy D. Little, P.E. ' Senior Project Manager enc: Photographs 1 1 i 1 1 1 1 APPENDIX A INSPECTION SUMMARY i e } VILLAGE AT VINNIN SQUARE II BALCONY INSPECTIONS UNIT CONCRETE SURFACE STEEL FRAME PEREWETER JOINTS RAILING 103 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound, Minor Surface Corrosion 105 Sound,3" Step @ Door Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 107 Sound,3" Step @ Door Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 115 Sound,3" Step @ Door Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 117 Sound,3" Step @ Door Minor Surface Corrosion,Paint Failure Sealed Sound,Minor Surface Corrosion Downspout Through Deck Sealant Cracked&Bond Failed 202 Sound, Downspout Through Deck Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 203 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 204 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 205 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound, Minor Surface Corrosion 207 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 213 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 214 1/2 Square Foot Spall @ Center Rear Minor Surface Corrosion, Paint Failure Open On All Sides Sound, Minor Surface Corrosion 215 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 216 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 217 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 302 Sound Minor Surface Corrosion,Paint Failure Ends Sealed Sound, Minor Surface Corrosion Sealant Cracked&Bond Failed 303 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 305 1 Square Foot Spall to Right of Door Minor Surface Corrosion,Paint Failure Open On All Sides Sound, Minor Surface Corrosion 306 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 307 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 312 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 313 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 314 Sound Minor Surface Corrosion, Paint Failure Ends Sealed Sound, Minor Surface Corrosion Sealant Cracked&Bond Failed 315 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 317 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 403 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 405 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 406 Sound Minor Surface Corrosion,Paint Failure Ends Sealed Sound,Minor Surface Corrosion Sealant Cracked&Bond Failed Page I VILLAGE AT VINNIN SQUARE 1I BALCONY INSPECTIONS UNIT CONCRETE SURFACE STEEL FRAME PERIMETER JOINTS RAELING 412 Sound Minor Surface Corrosion, Paint Failure Ends Sealed Sound, Minor Surface Corrosion Sealant Cracked&Bond Failed 413 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound,Minor Surface Corrosion 414 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound, Minor Surface Corrosion One End Fastened to Wood Trim Connection Loose 415 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound, Minor Surface Corrosion One End Fastened to Wood Trim 416 Sound 1 Minor Surface Corrosion,Paint Failure Oen On All Sides Sound, Minor Surface Corrosion End Units 101 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound, Minor Surface Corrosion 118 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 201 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 301 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 318 Sound Minor Surface Corrosion, Paint Failure Open On All Sides Sound, Minor Surface Corrosion 401 Sound Minor Surface Corrosion,Paint Failure Open On All Sides Sound,Minor Surface Corrosion 418 Sound Minor Surface Corrosion, Paint Failure 1 Open On All Sides I Sound, Minor Surface Corrosion Units on Grade 206 1 Square Foot Spall to Left of Door N.A. Sealed Sound,Minor Surface Corrosion 1 Square Foot S all @ End Post Sealant Cracked&Bond Failed Minor Cracking of Grout @ Posts 212 1/2 Square Foot Spall to Right of Door N.A. Sealed Sound, Minor Surface Corrosion Sealant Cracked&Bond Failed Page 2 THE VILLAGE AT `JINNIN SQUARE Juta S 8 za P;.i °87 RE E41 V11) CITY OF ;; LE' .;,HAS, June 8, 1987 Mr. William H. Munroe Salem Building Department One Salem Green Salem, MA 01970 Dear Mr. Munroe, Enclosed please find a copy of the "certificate for use of elevator" for passenger "A" and passenger "B" elevators at 50 Freedom Hollow (Preston House) for your records. Please feel free to call if you have any questions. Best egards, Steven N. Zieff SNZ/eg enclosure 1 Valiant Way, Salem, Massachusetts 01970 • Telephone (617) 745-0574 14t (llammamaralt4 of Rassar4usette DEPARTMENT OF PUBLIC SAFETY DIVISION OF INSPECTION MIS OWNi0NWXRLTH AVENUE,DONWIL IluyE 9-r Slavator R sc�,/i /'K /, Locatadet '✓:i�u•n/ gQ �4L.F•N CERTIFICATE FOR USE OF ELEVATOR .... THIS 19 TO CERTIFY that permission is hereby`ranted to operate the show elevator in conformity with provisions of the ELEVATOR Law and Rerylations governing elevators. Chapter 147, General Laws, as amended. Maximum Carrying Copaalty,..... .5�g...........Pounds Rate, of Travel...... ..............Feet Por Min. Of........./././}/.... .... .... cuff of Awreahs"s Expires 1 year from above/date NO 087609 In Cass of Accident Notify the Chief of Inspections at Once ran a.+ 70131IM mmllitalt4 of Aaamar4uaette DEPARTMENT OF PUBLIC SAFETY DIVISION OF INSPECTION MIO CONNONWLILLM AVnW 1081 11. r' n •i V,"'4 CI? 9 Y Elevate,—s s"r Located at 1/1L'V•t/ FH e veva CERTIFICATE FOR USE OF ELEVATOR THIS 19 TO CERTIFY that permission V hereby granted to operate the above elevator in conformity with provisions of the ELEVATORLaw and 9eyntaticva(Overnler ele:etnre, C•...•,. .�. r:,_.. ;-.� r;„ cr Maalntum Carrying Capacity,....i?�p..............Pounds Rata of Travel .......... at per Min. ► ...—Af.eyrr...�.•�..._,... .9e..7......... .. .... e I31I �warF.•tiw.... nVocer lAup.Weia Expires 1 year from above date NO C 7610 No Is Case of.Accident Notify the Chief of Inspections at Ona res a.� L — it __.._...._....__.,...... _co\u,h BOARD OF ASSESSORS '�j<<; p � T 93 WASHINGTON STREET. CITY HALL. SALEM. MASSACHUSETTS 01970 (617) 744-066031 �Li f9 April 15, 1987 ��ss. Mrs. Josephine R. Fusco City Clerk City of Salem Salem, MA 01970 Dear Mrs. Fusco: Please be advised that the Preston House mid-rise building located on Freedom Hollow at the Village at Vinnin Square condominium project has had its legal address modified. Originally, the units contained in this building were assigned 1122 through 1177 Freedom Hollow. Subsequent to the assignment of these numbers, two additional units were approved for this building. However, additional sequential numbers were not available to be assigned. In addition, public safety became a concern, since there was no differentiation between town house and mid-rise addresses. . Therefore, the Preston House has been assigned the street address of 1150'Freedom Hollow; with each unit to be designated by its unit number, i.e. 50 Freedom Hollow U213. Very truly yours, Peter M. Caron Chief Assessor PMC:mjg cc: Kenneth B. Cahill, Postmaster Chief Joseph F. Sullivan, Fire Department Margaret R. Hagerty, Principal Clerk, Water Dept. A,-'�illiam H. Munroe, Inspector of Buildings Engineering Dept. , City of Salem Mr. Steve Zieff, Village at Vinnin Sq. , Valiant Way, Salem 9-23-1997 8- 16PM FROM ELECTRIC_DEPT- 508 745 4638 P- 1 CITY OF SALEM, MASSACHUSETTS ELECTRIC DEPARTMENT 44 LAFAYETTE STREET 4&1 SALEM,MA 01870 TEL. (978) 745-6300 FAX (978) 743.4638 STANLEY J. USOVICZ, JR. MARK ROCHON, WIRE INSPECTOR MAYOR TO V. V,P. C:ONUO TRUST EAST COAST PROPERTIES 400II1GILLAND AVE.-SUITE 11 SALEM,MA. 01970 CaKrIFIED MAL 7001 1940 0000 4211 6941 +REG MAIL MS. WILMA LUNDER 50 FREEDOM HOLLOW-WIT 415 SALEM,MA. 01970 CL'RTIFIED MAIL 7001 1940 0000 4211 8965+REG MAIL MS.ROSALYN WEINSTEIN 50 FREEDOM HOLLOW-UNIT 215 SALEM,MA 01970 CERTIFIED MAIL 7001 1940 0000 4211 8958 i REG MAIL FROM: MART:ROCHON,WIRING INSPECTOR SUBJECT 50 FREEDOM HOLLOW DATE: NOVEMBER 4,2002 PLF,ASF.BE ADVISED,THF.SALEM FIRF.DEPARTMENT AND MARK ROCHON;WIRE INSPECTOR WAS SENT TO UNIT 215, 50 FREEDOM HOLLOW ON OCTOBER 24, 2002 TO INVESTIGATE WATER LEAKING FROM A PADDLE FAN IN THF BEDROOM.UNIT415'S SINK WAS LEAKING WATER THROUGH THE FLOORS TO UNIT 215.THE PADDLE FAN WAS REMOVED AND WIRE NUTTED. PLF.ASF.TAKF THE NF.CF..SSARY STEPS TO CORRFCT THE WATER DAMAGE.1'OUR LICENSED ELECTRICIAN SHALL PULL A PERMIT FROM THIS OFFICE AND REPLACE THE PADDLE FAN. IF YOU IIAV E ANY QUESTIONS,PLFAS.0 CON'I'AC'1'Ml AT MY OFFICE_ YOURS TRULY, MARK ROCHON W1RL'1NSPECTUR CC:FIRE PREVENTION- FAX 978 745 9402,BUILDING DEl'1'.FAX 978 745 9846 HEALTH DEPT-FAX 978 745 0343 CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT a d� 120 WASHINGTON STREET,3" FLOOR lay na TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STTIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER May 05, 2009 Cyndy Anselmo East Coast Properties 400 Highland Ave,suite 11 Salem Ma.01970 R.E Proposed Handicap Parking Plan-50 Freedom Hollow Dear Cyndy I have had an opportunity to review the latest proposed Handicap Parking Plan prepared by Scott Patrowicz P.E.. The plan complies with the Mass. Architectural, Access Boards' regulations, which this Department enforces. I appreciate the work that has gone into the plan and look forward to its implementation. If you have any more questions ,please feel free to contact me. Sincerely, Thomas St.Pierre Building commissioner/Director of Inspectional Services ` CITY OF SALEM, MASSACHUSETTS z ¢°`7 BUILDING DEPARTMENT 120 WASHINGTON STREET,3"°FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER May 05, 2009 Cyndy Anselmo East Coast Properties 400 Highland Ave,suite 11 Salem Ma.01970 R.E Proposed Handicap Parking Plan-50 Freedom Hollow Dear Cyndy I have had an opportunity to review the latest proposed Handicap Parking Plan prepared by Scott Patrowicz P.E.. The plan complies with the Mass. Architectural, Access Boards' regulations, which this Department enforces. I appreciate the work that has gone into the plan and look forward to its implementation. If you have any more questions ,please feel free to contact me. Sincerely, Thomas St.Pierre Building commissioner/Director of Inspectional Services APR-30-2009 11:48A FROM:PATROWICZ ENGINEERIN 978-745-4110 TO:19787459684 P.1 NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance In accordance with the second paragraph of the Massachusetts General Laws Ch 131. §40, you are hereby notified of the following: A. The name of the applicant istn�T� B. The applicant is filing aN Al��0�-1 r t application with the Salem Conservation Commission seeking permission to __- �� ----------------------- such work being near wetlands subject to protection under the Wetlands Protection Act and the Salem Wetlands Protection Ordinance. C. The address of the property where the work is being proposed is D. Copies of the application and plans may be examined at Salem City Hall Annex,3r°floor, 120 Washington Street between the hours of 8:00am to 4:00pm Monday through Wednesday,8:00am to 7:00pm on Thursdays,and 8:00am to 12:00pm(noon)on Fridays. E. Information regarding this matter may be obtained from the Salem Conservation Commission Agent at (978)745-9595 ext 311. Note: Notice of the public hearing, including its date,time and place, will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time,place,will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508)792-7650 *Northeast Region: (978)694-3200 Southeast Region: (508)946-2714 Western Region: (413)784-1100