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188 ESSEX STREET - BUILDING JACKET z0 xspe,ed Letter: 44-902 To ,loan . we 1 ,7,5 - (10 1 zeeleed Lettere PFrom k) Subject �St° our e l d✓ -r) E-8 rsz _sL> clLib/lam F 3 --, z - Ya ) f + 11 C h o YC h St. Sa )2 vv--, ' { � MESSAGE // 7 - )_;0 �-- / l vGSf d I.S-e xes owe Date Signed REPLY Date Signed Wilsoniones RECIPIENT—RETAIN WHIT_ CCOV. RETURN PINK CCS GRAYLINE FORM..-W]1MRT i 18B3•PRINT E O IN U S A - -,. .-, �--�. (� <�., 1 RICHARD E. LAHAM & CO. ✓ ��0� INSURANCE AOIUSrERS FOR COMPANIES ONLY P• O, BOX 1322 . OEOHAM, MASSACHUSETTS 02026 0 TELEPHONE (617)329.9373 /February 1990Form pt Notice of Casualty Loss to Building Under Mass. Gen. Laws, Ch. 139, See. 3B g Commissioner or Inspector of Buildings Board of Health or Board of Selectmen City Hall City hall Salem, MA ) addresses ( Salem MA ( ( RE: Insured: Essex Court Development Corp, Property Address: 188 Essex Street, 21R Church Street, 11 Church St. Salem, MA PoIICy No. 5001321024 U S Fire Loss of Fire exposure 1/2/90 File or Claim No, 13SU80018890 107 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 Cha ter 143, Section 6 to be applicable. If any notice under Mass .Ge� L C 39, ec. 36 is appropriate, please direct it to the attention o� e wri"ter and Inc ude a reference to the captioned insured, location, policy number, date Of loss and claim or file number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property and we will recommend to the Insuring company that this claim be paid. Adjuster Cite of *arem, BaggacbUOttg "T a a , iia VOW Aropertp department ap e' Jguitbing 39epartment One 8ra1em Orccn 745-9595 Cxt. 380 d William H. Munroe Director of Public Property Y f/G Inspector of Buildings \ l\� Zoning Enforcement Officer November 7, 1989 Mr. Roger A. Tremblay Roger A. Tremblay Masonry, Inc. 34 Willson Street Salem, MA. 01970 RE: Essex Court Dear Mr. Tremblay: This is to acknowlege receipt of your letter sent to this office. The letter date October 28, 1989, was regarding the Essex Court Project and your request for this office to withold inspections due to monies owed to you. It is not the City's policy to intervein in problems of this nature which involve contracts between contractors and developers. I would suggest that you withdraw your name from any permits presently held for the project so your limit of responsibility can be determined. You may want to contact your attorney regarding the non-payment of money due. Sincerely, William H. Munroe Inspector of Buildings WHM/jmh c.c. Mayor City Solicitor Ward Councillor ROGER A. TREMBLAY MASONRY, INC. 34 WILLSON STREET SALEM,MA 01970 (617) 745.3056 OatobeA 28, 1989 City ob Satem C? PubP i.c Pnopenty Department K `' Building Deportment o = One Saeem Green - ' c Sa.eem, MA 01970 ec Attention: Mn. (diU am H. Monroe Regandinq: Eabex Count, Saeem, MA Dean. Mn. Monroe, I am wn,iti.ng to you .in nebeAence to .the above-mentioned p&openty. Due to the eange quantity o6 money owed to me by Ea6ex Count, I am a6ki,ng .that no more .inhpecti.onh ,take peace at that ptopenty without prior appnovae by my6ee6 oh Dan Tnembeay oU DANCO Buitdenh. Being .the Genewl Conthaatoh on •thi6 job, I 8'eee that I mu6t take action at this time. Ib you have any queeti.on6, ptea6e contact me at .the above phone number any time. S.inceAeey, Rogers A. Tnembtay ROGER A. TREMBLAV MASONRV, INC. ROGER A. TREMBLAY MASONRY, INC. 34 WILLSON STREET SALEM,MA 01970 (617) 745-3056 Octobe,t 28, 1989 City ob Salem Pubti.c Picopehty Depa&tment Building DepaAtment ox One Salem GAeen-- Salem, MA 01970 tID Attention: Mt. Uitti.am H. Monroe X m Regatdinq: Ebsex Count, Salem, MA G I Dea ,% Mn. Monroe, 1 am wAiti.ng to you .in Aeger.ence tb the abbve-mentioned ptopenty. Due .to .the .large quantity o5 money owed to me by Eaaex Court, I am ahking .that no mote .in6pecti.on.e take place at that ptaperty without phi.ot appAoval by myseib oA Dan TAembtay oU DANCO Builders. Being the GeneAat ContA ctoA on .this, job, I beet that I must .take action at this time. 15 you have any questions, ptea 6e contact me at the above phone number, any time. S.incelce2y, RogeA A. TAembkay ROGER A. TREMBLAY MASONRY, INC. Cftp of *aCem, 01a2;garbugett,5 Public Propertp Mepartment wN JBuilbing Mepartment One balem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 15, 1989 Marquis G. Major Vitols Associates 1230 Statler Office Building Boston, MA 02116-3928 RE: Essex Court Condo,all Church St. , Salem Dear Mark: Thank you for your letter of opinion regarding the kitchen/ dining area at the above referenced project. I have discussed your opinions with Mr. Munroe and we would offer the following answers: A. Use Group Classification: Article 2 - Definitions and Classification is quite clear in describing "Place of Assembly", therefore, I would classify it as an A-3 Use and do not believe it is a doubtful classification. B. Occupancy Load: We would agree with your method to determine the occupancy at ninety seven (97) . C. Fire/Life Safety: We would agree with your proposals as long as they comply with A-3 Use Classification. If I can be of any further assistance please do not hesitate to contact me. F Sincel'ely, Stephen W. Santry Assistant Building Inspector SWS:bms cc: Walter Faulkenstrom, Development Group RONAN, SEGAL Sc HARRINGTON COPY A7TORNEVS AT LAW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970 63 MIDDLE STREET MICHAEL J.HARRINGTON GLOUCESTER,MA 01930 JACOB S.SEGAL (508)283 7432 MARY PIEMONTE HARRINGTON (508)74d-0350 (508)2837435 GEORGE W.ATKINS,III FAX(508)7447493 MICHELE HOLOVAK HARRISON DEBRA RAHMIN SILBERSTEIN JOHN H.RONAN PAUL G.CROCHIERE FILE NO, BRIAN P.CASSIDY ELLEN M.WINKLER August 15, 1989 BY HAND DELIVERY James--M:-F-leming-, Chairman Board of Appeals City-of-Salem One Salem Green Salem, MA 01970 Dear Jim: Confirming our conversation of this date, this letter is intended to request that you postpone for one month the hearing scheduled for Wednesday, August 16, on our petition requesting the Building Inspector to_enforce-the decision of the Board as it relates to the property located at 188 Essex Street as itirelates to parking. As a result of a meeting of the Salem Offstreet Parking Commission which took place on Monday, August 14, the interested parties have agreed to meet with the Parking Commission and representatives of the Planning Department in an effort to resolve the outstanding issues as they relate to rehabilitation and useage of the East India Mall garage. I will keep you informed of progress, or the lack thereof, in this matter. Thank you for your always demonstated willingness to be accommodating in circumstances like this. Sincerely, MJH:jf Michael J. Harrington cc: William Munroe C c m m< r m �� m o A M V1 y H J Q GO MCCORMACK & PUTZIGER EDWARD J. MCCORMACK,JR., P.C. ATTORNEYS AT LAW L� �OF COUNSEL MYRNA vI , P.C.TZIG ER, P.G. 26S FRANKLIN STREET JAN II N J. ERMAN JOEL Z. IR�fN( FjYj.IHHs N EDWARD J. ACK, 111 BOSTON, MASSACHUSETTS 02110 GEOFFREY E. NOR AN JAMES N. GREEVE REENE (617) 439-4100 C WILLIAM J. SMITH CITY R(,(>i`f`R�'IY`tO:IB yUp(C�1 Hy�pM`-AN ANRM.VEITZER THA J. AHON T 61744433 -60}0 JANE L. GREENHOOD STEFANY L. MITI-AK CRAIG A. CIECHANOWSKI C_ MARGARET LO n w COUNSEL � ALAN S.JOHNSON January 6, 1989 cn o ._ Mr. William H. Munroe <n vii X Inspector of Buildings and Zoning Officer3 I" City of Salem m 1 Salem Green "' C= Salem, Massachusetts 01970 Re: Essex Court Condominiums - 188 Essex Street, Salem Dear Mr. Munroe: This office represents Michael Harrington and-Jacob Segal, Trustees of Museum Place which is the owner of the East India Mall located in downtown Salem. On their behalf, we wish to call your attention to the zoning non-compliance of the newly-constructed condominium building located at 188 Essex Street in Salem owned by the Essex Court Development Corporation, which abuts the premises of the East India Mall. We believe that the condominium building violates the zoning ordinance of the City of Salem in at least the following two respects: 1. The building as constructed encroaches upon the premises of the East India Mall. The variance granted to the developer of the condominiums gave it leave to exceed the five-foot side-yard requirement and build to the property line. In fact, they have built beyond the property line. (This encroachment is also a violation of Section 309. 7. of the State Building Codc. ) 2 . Under the variance, the owner was exempted from the ordinance requirement with respect to on-site, off-street parking on the proviso that "a minimum of 107 parking stickers be obtained from the Parking Authority for use by the individual owners of the units for as long as the City of Salem operates its Municipal Garage adjacent to the site. Each unit deed shall contain a requirement that such unit shall purchase a parking sticker from the Parking Authority so long as the City of Salem operates its Municipal Garage. " To our knowledge, the owner has made no arrangement or agreement with the Parking Board to comply with this condition. Moreover, any such preferential, long-term dedication of parking spaces in the garage for the use of the condominium owners (or for any residential use) would be in .:a MCCORMACK be PUTZIGER Mr. William H. Munroe January 6, 1989 Page 2 violation of the agreement governing the operation of the garage entered into between the Salem Redevelopment Authority and the Parking Board. The present owners of the Mall have succeeded to the position of the Redevelopment Authority under that agreement. Compliance with the variance condition respecting parking is, therefore, legally impossible. The structure is now and must continue to be in violation of the parking condition contained in the variance pursuant to which it was constructed. In view of these violations, we call upon you, pursuant to Massachusetts General Laws, Chapter 40A, Section 7, to enforce the zoning ordinance of the City of Salem by withdrawing the building permit for the Essex Court Condominium building, by ordering the owner to cease and desist from all further work under that permit, and by withholding the issuance of any certificate of occupancy for any portion of the building, all until such time as the zoning ordinance is complied with. Very tru yours, , c Joel 2L i erman, P.C. cc: Richard E. Daly John R. Serafini, Sr. , Esquire JZE/ckl eitp of 6atemc, Aaggacbugettg Public Propertp Department AW(bing Department (One balem green 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer January 24, 1989 Joel Z. Eigerman, Esquire McCormak and Putziger 265 Franklin Street Boston, MA 02110 RE: Essex Court Condominiums - 188 Essex Street, Salem, MA Dear Mr. Eigerman: In response to your letter dated January 6, 1989 regarding the above referenced property: Item #1 - This office is not aware of any encroachment other than heresay. Neither this department or any other City department does surveying for private property. Therefore, if you have proof of this alleged violation, I would suggest you supply this office with the appropriate survey plan. Item #2 - As of this date, this office has received no requests for Certificate of Occupancy. Having reviewed the conditions imposed by the Salem Zoning Board of Appeal at their November 19, 1986 hearing it would appear that as long a each unit deed includes the proviso that a parking sticker be obtained for each unit in the Municipal Garage prior to occupancy and proof of this is submitted to this department that this condition would be satisfied. Based on the above, this office is not aware of any violations at this time. If I can be of further service, please contact me. Sincerely, William H. Munroe Inspector of Buildings WHM:bms cc: Michael Harrington, Esq. John Serafini, Sr. , Esq. J . ,Vitols Associates V.Victor Vitols,AIA Denise Garcia Architects/Planners Steven J.Gerber Liviu Brill,AIA Jone-Hui Hu 1230 Statler Office Building William Fitzpatrick Walter H.Lynch Boston,Massachusetts 02116-3928 Marquis G.Major,AIA David E.Miles Andrew Melton,AIA H.Martin Stockman Telephone 617482.1990 Bailey S.Silbert,AIA David P.Willy Telefax 617.482.1644 Hiroshi Yoneyama,AIA David Yuan ss M February 24 , 1989 p mm � 2:-r.m a l< im n DEVELOPMENT GROUP 93 Union Street X Suite 401 cn Newton Centre, MA 02159 sa ATTENTION: David Zussman REFERENCE: Emergency Generator, 2-hour Mall wall issues Essex Court, Salem, MA Dear David: On February 23 , 1989 , I met with Bill Monroe and Steve Santry of the Salem Building Department to discuss the above issues. The results of those discussions are as follows: A. Emergency Generator. Discussion centered on the adjustment of the vibration isolator pads under the generator. Steve Santry requested to hear the generator run again before giving his approval. B. 2-hour exterior wall along the Mall. At the Church Street Building, aluminum siding over 1 /2 " fire rated gypsum wallboard was presented as the exterior facing from grade to approximately seven feet above the..third floor in the encroachment area. From the top of the aluminum siding to the roof, the 3-5/8 " x 7-5/8" face brick will be re-installed. These assemblies were acceptable to Bill Monroe and Steve Santry. At the Essex Street Building, aluminum siding was also presented as the external facing for the existing 2-hour rated gypsum drywall wall, to run from grade to the underside of the brick veneer (approximately at the third floor level) . This assembly was also acceptable to Bill Monroe and Steve Santry. Page 2 . February 24 , 1989 David Zussman The above discussed information was also formally presented to the Building Department in the form of a letter, dated February 21 , 1989 , from Vitols Associates. If further clarification is required, please contact us. Very truly yours, VES G G Mark Major Project Architect cc: Bill Monroe ✓o" Steve Santry Dan Flanagan Frank Rice Walter Falkenstrom ,+.,ON p„4 (9itV of S�tlYnt, �I�.B?SC LI Ptt# 3 � �;1uhlic �ruperf� �e}turflnent ''"��,�,�ew:'`� �ui(linq �epttrtntent C�nc �nlrm (�rren 7.13-L1213 William H. Munroe Director of Public Property Maurice M. Martineau, Ass't Inspector Inspector of Buildings Edgar J. Paquin, Ass't Inspector Zoning Enforcement Officer John L. LeClerc, Plumbing/Gas Insp. August 12, 1987 Mr. Richard E. Ness Director of Development Development Group Pickering Wharf Salem, MA 01970 RE: Church Street Sidewalk Permit-�"�"µ' -- Dear Richard: This will serve as a reminder that the permit issued which allowed the Church Street sidewalk to be blocked for the duration of your demolition has expired. Because of the complaints received,* and from my own personal observation, regarding the hazard caused by persons being forced into this narrow, heavily traveled street, I must insist the fence be re- located to allow pedestrian traffic the use of the sidewalk. When construction reaches a point that requires safeguards for the public, I will be happy to discuss the issuance of a new permit. Sincerely, William H. Munroe Inspector of Buildings WHM:bms Enclosures: (2) cc: J. Norman Welch, Welch Group R. Gates, Engineering Dept. Vitols Associates V Victor Vitols,AIA Denise Garcia Architects/Planners Steven J.Gerber Liviu Brie,AIA Jone-Hui Hu 1230 Statler Office Building William Fitzpatrick Walter H.Lynch Boston,Massachusetts 02116-3928 Marquis G.Major,AIA David E.Miles Andrew Melton,AIA H.Martin Stockman Telephone 617.482.1990 Bailey S.Silbert,AIA David P.Willy Telefax 617.482.1644 Hiroshi Yoneyama,AIA David Yuan February 21 , 1989 C_f rn � ry Building Department o;o �' r CITY OF SALEM vn ca One Salem Green ern `� Salem, MA 01970 3a m 00 (_3 ;tet ATTENTION: William Monroe, Inspector of Buildings N co REFERENCE: Essex Court Condominiums,_Salemca Dear Bill: The project owner, David Zussman, has asked our office to review two of the issues that appear to be preventing your department from issuing a Certificate of Occupancy for Essex Court. These two issues are: 1 . Excessive noise and vibration from the emergency generator mounted on the roof of the Church Street Building. 2 . Component make-up of the fire rated exterior wall abutting the East India Mall. As the Architect for the project, our office has reviewed the above items and certifies the folowing: Issue One: Emergency Generator. We have reviewed the installation and can report that the generator was installed in the location specified on the Contract Drawings. The generator was found to be mounted on neoprene vibration isolators of a type recommended by the generator manufacturer ( catalog cut enclosed) . Upon consultation with the generator manufacturer, the electrical subcontractor made some adjustments in the attachment of the vibration isolators to the generator steel frame. These adjustments have improved the performance of the vibration isolators and the generator as now installed is in conformance with the Project Contract Documents and the Massachusetts State Building Code. Page 2 . February 21 , 1989 William Monroe, Inspector of Buildings Issue Two: Exterior fire rated wall by the E. India Mall. The exterior wall of the Essex Court Building which abuts the East India Mall is required by the Massachusetts State Building Code to be 2 hour fire rated if a bearing wall and 1-1 /2 hour fire rated if a non-bearing wall. The source for this rating is Table 214 of the Code (copy enclosed) . The wall, as specified on the Contract Documents, was constructed as a 2 hour rated wall. This was accomplished using three different wall assemblies for the Church, Link and Essex Buildings respectively. Due to the encroachment problem, the assemblies at the Church and Essex Street Buildings were forced to be modified. The following modifications will be made to remove the encroachments and maintain the wall' s two hour fire rating. a) Church Street Building. The Contract Documents call for this exterior wall to be constructed as per U.L. Design Number U425, which was done (copy enclosed of U.L. design make-up) . For a portion of this wall the exterior brick veneer had to be removed due to the encroachment. In its place, aluminum siding will be installed on a portion of the wall. Aluminum siding is an acceptable exterior facing as listed in the component breakdown of U.L. Design Number U425. The only other modification required will be for the exterior gypsum sheathing to be replaced or covered with 1 /2 " fire rated gypsum wallboard. This 1 /2" board on the exterior, along with the 3 layers of 1/2 " on the interior will give 2 " of fire rated gypsum wallboard, which is the U.L. requirement for a two hour wall with metal studs. It should be noted that the aluminum siding will extend from grade to approximately 7 '-0" above the third floor. Above this, the 4 " brick veneer will be re-installed, bringing that portion of the wall in conformance with U .L. Design Number U425. Page 3 . February 21 , 1989 William Monroe, Inspector of Buildings b) Essex Street Building. The Contract Documents call for this wall to be U.L. Design Number U438 (copy of U.L. design enclosed) . This wall is not meant to be exposed to the weather, so a cap was installed between the two buildings. However, due to the encroachment problem, this cap will be removed, exposing the wall to the weather. The exterior of this wall will also be covered with aluminum siding, an acceptable exterior facing for fire rated walls as previously shown. Although the final assembly is not a specific U.L. design number, the two hour rating of U.L. Design Number 0438 is not compromised by the addition of the non-combustible aluminum siding product. The assembly has 2 " of fire rated gypsum wallboard (as does U.L. U425 as previously discussed) , which meets the U.L. requirement for a two hour fire rated wall with metal studs. The above discussion represents Vitols Associates' understanding and certification of the status of the two outstanding issues. We are available for further clarifications, if requested or required. Very truly yours, CIATES Mark Major Project Architect cc: David Zussman Frank Rice Jim Curtin John Serafini, Esq. Walter Falkenstrom Dan Flanagan ' NEOPRENEAWSHEAR.- -- MOUNTINGS 51:: Ss TYPE R—SINGLE DEFLECTION ; TYPE RD-DOUBLE DEFLECTION v+lie..'�T..... l•i '11Yf':'J •• 4� Reduce Noise l Absorb Shock/ Isolate Vibratlon! Gp�pR i U � CppE MANUFACTURED IN 4 SIZESMM T"r R-low al Lis411 a DUROMETERS -- :f LOAD RANGE — 10 lbs. to 41000 lbs. DEFLECTIONS — To Vt Inch with Type R — To % Inch with Type RD NN 10-DonaAUUCNN • MOLDED IN COLORED OIL-RESISTANT NEOPRENE TYPICAL APPLICATIONS sit 5 COLORS . G G Identify capacity—simplify stocking AIR HANDLING. 11NITS —prevent installation errors BUSINEae MACHINES • CORROSION PROOF—Molding process Imbeds all metal parts COMPRESSORS CLEVA70R5 opr In Neoprene FANS • NO BOLTING—Neoprene covering on baseplate provides INSTRUMLNI PANELS non-skid surface MACHINE TOOLS MOTOR GENERATORa cmweNngs may 1104 be molded In narvnl rubbef,silicon#,and other slostomert, PUMPS and In special#hopes and sleet to meet speciat te,.lr4m*ntJ. TRANSFORMERS `GpN Moo e 6j � n snn a 7A-A Hts 11992 2!195'9Si? 805 _I 696Ti60/z 780 CMR: STATE. BUILDING CODE COMMISSION 780 CMR: STATE BUILDING CODE COMMISSION r � r QI � 'z� • i � Notes applicable to Table 214 Note a. For special high hazard uses involving a higher degree of i E � severity and higher concentration of combustible contents, the fireresi tante rating requirements for structural elements shall be increased ac dingly (see Section 400.3). YI ! I I I Note b. The fire separation or fire exposure in feet as herein limi SjW e, applies to the distance measured from the building face to the closest I" �0 I terior lot line, the center line of a street or public space or an imag „0 1- u 3 _ „ I� line between two (2) buildings on the same property. Note c. Protected exteriors shall be required within the fire limit Type 2 construction as follows: high hazard uses, two (2) hour fireres tante with fire separation up to eleven (11) feet. Note d. See Section 303.2. 1.1.i. I >i `Isl i Note e. See Sections 213.0, 909.0 and 912.0. Cd f s r ; l I 1 r Note f. In all buildings of Types 3 or 4 construction, the stairway � "� g » _� e� and their enclosures may be constructed of wood or other approved mater eIlIof similar characteristics and of adequate strength. Exitways may be e closed in one (1) hour fireresistance rated construction in buildings t r R• ^ t1A it r �n (3) stories or less in height. o EI' Note g. In Type 3A construction members which are of material other heavy timber shall have a fireresistance rating of not less than one (1 hour (see Section 853.2). Note h. Fire-Retardant Treated Wood, complying with Section 903.6.1 be used as provided in Section 903.6.2. Note 1. Where the omission of fire protection from roof trusses, ro W rI I I framing and decking is permitted, the horizontal or sloping roofs in T and Type 2 buildings, immediately above such members, shall be construc • S s ;IJ ;,E I of noncombustible materials of the required strength without a specifie fireresistance rating, or of mill type construction in buildings not ov five (51 stories or sixty-five (65) feet in height (see Section 913.3). III, f �s c Note .1. Exitwa access corridors serving thirty y g >Y (30) or less occupai may have a zero (0) fireresistance rating (see Section 610.4). Ilia S s t z e a��S E Note k. Separation of all dwelling units fall have a fireresistance ; ME s ing of not less than one (1) hour. sill ak a a: _ Note 1. Interior bearing walls shall meet the requirements of Sectioi s =t = g gggI¢I s^ r = 909.0 if serving a fire separation function. e r e= e4 a tit €€ i Note m. Buildings of H (high hazard), S-1 (moderate hazard storage) ,;z Ad ; F M (mercantile) occupancies when of Type 1 or 2A construction shall have less than one (1) hour fireresistance rated roof construction (see Sect, 913.2). One (1) story buildings are exempted. ,J 9/1/80 116 9/1/00 116 734 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY 735 FIRE RESISTANCE• GS (BXUV)—Continued FIRE RESISTANCE RATINGS (MV)—Continued eaign No. U42 ,,,!.� lar gypsum sheathing applied vertically and attached to studs and former tracks with 1 in. Assembly Ratings-45 tnln, 1°g't'a an 2 Hr Sae Item 41 ] Iona Type 5- a Crewe spaced 12 in.O.C.along etude and tracks.Exterior facings Bearing Wall ISea Items 2 and 4 •e+ consisting p e umm s1 n steel siding,brick veneer,or stucco attached to studs over gyp sum sheethi m he requirements of local code agencies. When a min 3-1/. In. (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interiorthick brick veneer facing is used, the Exterior Well Rating is applicable with exposure on d,4 Face Only Except As Noted Under Items 4 and 5) :her face.Brick veneer wall attached to studs with corrugated metal wall ties attached to each iona...rc,oi stud with steel screw.,not more then each sixth course of brick. 5A. Alternate Exterior Feeing—Mineral and Fiber Boards—Exterior hardboard paneling, chemo - ---__— — tally treated with primed or finished face,%,. In.thick by 48 In.wide.Attached to stubs with SV. in.long buglehead TEK fasteners 16 In.O.C.at the intermediate supports Or,exterior lap iding,chemically treated,'/,. in.thick by 8 in.or 12 In.wide.Attached to studs with 1'/. in. 01 L—r.roc long,buglahead Type TEK fasteners at each lap.Panels lapped minimum 1 in. Masonite Corp.—Type FT. uxx.nz n,wxe rsox., 6. Fasteners—Screws used to enach wallboard to studs: self-tapping bugle head sheet steel w+uut 11111 type, spaced lir In. O.L. First layer Type IS-12n. by 1 in. Iona; second layer Type 542 oy 1•/. In s long;third layer Type 5-12 layer 1'/. In.long. 7. 'Batts and Blankets—Placed in stud cavities of all exterior walla.May or may not be used In interior walls.Any glass fiber or mineral wool bell material bearing the UL Classification Mark- 6 Ing as to Fire Resistance,of a thickness to completely fill stud cavity. . , rm ems See Balls and Blankets IB2JZJ Category for names of Classified Companies. B. Joint Tape and Compound—Vinyl or caseln,dry or premixed joint compound applied In two { VERTICAL SECTION coats to joints and acrewheads of outer layer.Perforated paper tape,2 In.wide,embedded In 5 lira:layer of compound over all Joints of outer layer, 'Bearing the UL Classification Marking C CD oe ° ' °° ° ° .• yen If Z °,v IY i o Design No. U426 cwi J Assembly Rating-3 Hr. j LL Bearing Wall as —�+• e.e.—.-I 7 4 FIRE SIDE .; f 1. Steel Floor and CallingTracks— Top and bottom tracks el well , 20 MSG shall consist of neat members, min No. 20 GSG 10.036true in. thick)Boyconnection steel or No. MSG lend to in.thick) primed steel,that provide a sound structural connection between steel studs, antl to etljScam e+r LtNo assemblies suchsteel as a floor, ceiling, and/or ate other walls. Attached to Iloor and ceiling .seem Nawa. aaer:eN bliss With steel faatenars Spaced not Greater than 20 in.O.C. � 2. Steel Studs--Corrosion-protected steel studs, min 3!/ in. wide, min No. 20 GSG (0.038 In. thick)hely steel or No. 20 MSG(0.033 in.thick)primed Steal,cold-formed,shell be designed s in accordance with the current edition of the Specification for the Design of Cold-Formed a i.%. j�ia:t j Steel Structural Members by the American Iron and Steel Institute. All design delaib enhanp akeew is J Ing the structural Integrity of the wall assembly, Including the axial design load of the suds, ( ,., shell be as specified by the steel stud designer end/or producer, end shell meat the restuld, 1. Floor Ceiling Runners—Channel-shaped,min. 3.1/2 in.wide with min 1.1/2 in.lags,fabricat- menta of all applicable local code agencies.The max stud spacing of wall assemblies shall not ed from min. No. 20 MSG corrosion resistant steal. Attached to floor and ceiling with steel 1 exceetl 24 in.Studs attached to floor end ceiling tracks with Y. in.long Type S-12 Den head. fasteners spaced not greater than 24 In.O.C. i self drilling, self-tapping steel screws on both a:Jes of.lads or by wattled or bolted conned, 2. Steel Studs—Corrosion protected steel studs, min. 3.1/2 In. wide min. No. 20 MSG steel. '•i tions designed in accordance with the AISI specifications. Studs shall be designed in accordance with the current edition of the Specification for the De- !; 3. Lateral Support Members--fNot shown)—Where required for lateral support of studs,support sign of Cold-Formed Steel Structural Members by the American Iron and Steel Institute.All de- 1 may be provided by means of steel straps,channels of other similar means as specified in the sign details enhancing the structural Integrity of the wall assembly,Including the axial design LI design of a particular steal stud wall system. load of the studs,shall be as specified by the steel stud designer and/or producer and shall 4. Wallboard, Gypsum'—Any gypsum wallboard bearing the ULI Classification Marking as to most the requirements of all applicable local code agencies.The max stud spacing shall not Fire Resistance.Applied vertically with joints between layers staggered.Outer layer of 3 layer emeed 24 in. O.C. Studs attached to floor and ceiling runners with 1/2 in. Iona Type 5.12 f._ construction may be applied horizontally. The thickness and number of layers and percent of pan head or B/B in.long Type 5.12 low Profile head.self-drilling,self-tapping steel screws on design load for the 45 min, I hr, 1'/, hr and 2 hr ratings are as follows: both sides of studs. Interior Walls 3. Lateral Support Membera—(Not shownf—Where required for lateral support of studs,support Wallboard Protection may be provided by means of steel strap.,channels or other similar means as specified in the Both Sides of Wall- design of a particular steel stud wall system. Number of Layers and Thickness 4. Betts and Blankets6-10plionsIL—When used 1, 1.1/2, 2 or 3 In. thick mineral wool bans Rating of Boards In Each Layer Design l of supplied in 24 in.widths,placed to fin Interior of wan. yJ� 45 min y Design Load 6. Wallboard.G I hr '1 layer,'/, in.thick 100 lieaurr-1/2 In.thick. 4 it.wide.Four layers of wallboard to be used.Inner lay- _ '1 layer,% in.thick ars to be applied vertically with joints centered over studs.Outer layer may be applied vert)- 1 2'h�' '2 layers.V, in.thick app tally or horizontally.First layer fastened to each stud with 1 in.long Type S,self-tapping steel '2 layers,s/. in.thick or so screw.Second layer fastened to each stud through the first layer with 1-6/8 In.long,Type S. 1 self-tapping steel screws.Third layer fastened to each stud through the first and second layers Ratings epplicer fo asaem lie' s serving as exterior walls why are Classified itre reais:IvepO sum with 2-1/4 in. long. Type S. selfaeppinB steel screws. Fourth layer fastened to each stud sheathing type wallboard is substitute_,Q o the extariok,{@�ca. 'e BYp through the first, second and third layers with 2-6/8 In. lona, Type S, self-tapping steel 1I ""•'"""^""'••V Exterior Welf screws.First.second and third layer screws shall be installed with a maximum spacing of 48 in. O.C. vertically. Fourth Isyer vertically Installed wallboard attached with screws spaced 12 Wnteoard ids of fen in.O.C.vertically.Fourth layer horizontal board end shall be Cantered over and secured to the I On Interior Side d Wall• stud with screws spaced 1/2 in. from and joint and 12 in. O.C.ironically. Board end joints Rating Number of flyers and La Thickness Percent of shall be staggered.At board side joints all screws shell be located 1/2 In.from the longitudi- of Boards In Each Layer Design Load nal joints.Horizontal applied fourth layer also secured to the second and third layers with 1-t/ 4I min 1 layer,% in.thick 1 hr 2 layers,'/, in.thick 100 2 in.long.Type G.Joints In ingeach steel screws located midway between studs and 1 In.from the •W'""'"""" in,.thick.�.— - 100 c longitudinal layer a joint. opposite to aide layer d wallboard to be staggered from the joints In the edja- 2 ryq,^7.ar_d Gypsum ^^ y4.ieyers'A in t mk """�^•^—•••x••..100 cent layer and di a Gypsu aides of etude. •Wallboard Gypsum(CKN%I Category`for nirrupi df CJaas111 •ompenl"'es:^.v+e..,..l9aJ Canadian Gypsum Co.Ltd.—Type C. 6. Gvoeum sr..".,.1""._1 n_.__._____.. - United States Gv..um C._T-r—mv, 742 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY 743 v FIRE RESISTANCE RATINGS (BXUV(-Continued FIRE RESISTANCE RATINGS (BXUV)-Continued Desi_ n No.U438_l Asse bly Rating'=2 Hr. ' Non-Bearing Wall 01241n me n 600men) Irfinished alde 4 CEILING HOR2. SECTION I 1 1. Floor And Coiling Runners-Channel-shaped runners. 4 in.wide by 1-'/4 in.deep,fabricated t 2 from No.20 MSG Italy steel.Attached to floor and ceiling with fasteners spaced 24 In.O.C. FLOOR 2. Steel Studs(Vartical Fremingi-Channe4shaped,4 in,wide by 1-'/4 in.deep with Ve in.fold. 1. Floor and Calling Runners-"J"-Shaped runner, 21/2 In. wide with unequal legs and 21/ ed back return flanges,fabricated from No.20 MSG Italy steel.Studs secured to runners with 4 In. deep, fabricated from 24 MSG gsly steel. Position runners with Short la toward Ila V. dsin. long, Phillips pan-head, self-drilling/tapping steel screws through each ItB of stud. lobed side of well. Runners attached to structural su B Studs spaced 2/ ac O.C.Short etude or addpplsi'are ales to support the horizontal)remind. greater than 2 In,from ends and not greater than 24 in p0 C with steel fasteners located not These are also sacked 24 In. O.C.with adde full itional steel cripples employed et the ends of the secured to 2.Steel Studs-'C-H"shaped studs.2'/. In.wide by 1'/. in.deep.fabricated from 26 MSG gah the rentalframing, with two'/.Dine long Phick with llips.bugle,head self-drilling/tapping li 8/tapping steel.These end screwses are spaced t2 steel. Cut to lengths % to '/. In. less than floor to ceiling height and spaced 24 In. or 600 In.O.C.vertically. mm O.C. 3. Wallboard. Gypsum•-1 in. thick 3. Steel Runners IHolizOntal Framingi--Channebshaped.4 in.wide by 1!/. In.deep,fabricated Gypsum wallboard liner panels. supplied in nom 24 in.or from No. 20 MSG gals steel. Secured to vertical framing (cripples)with Y. in. long, Phillips i' 000 mm(for metric spacing)widths.Panels cut 1 in.leas in length than floor to ceiling height par-head,self-drilling/lapping steel screws through each leg of runner. Vertical edge, inserted In ••W" hoped section of •'C-H'• studs. Free edge of end panels as 4. Wallboard.Gypsum*-Two layers min.Vs in.thick min,or single layer"/s in.thick,min.,4 h lathed to long leg of '•J'•-runners with 1% In. long Type S self-drilling, self-tapping bugle wide. Inner layer or single layer attached to studs and runners with 1 in.long.Phillips bugle. ;1 head steel screws spaced not greeter than 12 In.O.C. head self-drilling/tapping steel screws, 12 in. O.C. vertically and horizontally. Additional United States Gypsum Co.-Type SLX200 screws located', in.from wallboard edges.Outer layer attached to studs and runners with I. 4. Wed verticoard.ally Gypsum'-'/. Is. thick. 4(t,or layer mm(for metric spacing)wide Wallboard ap 6/8 in.long. Phillips bugle-head,sellArilling/tapping steel screws, 12 In. O.C.vertically and plied vertically i two layers.Iver el base layer attached to etude with 1 in.long Type S sell. horizontally. Additional screws located 3/8 in. from wallboard edges. Joint. of outer layer (laid thesoil boards, bugle had steal .crews specs 24 in. O.C, along the edges and in the staggered from those of inner layer 6 In. field of the boards. Outer or face largerhe attached to studs and "J'-runners with 1% In. long See Wallboard,Gypsum(CSN%I category for companies which produce Classified wallboard. Type S sell-drilling,yell-tapping bugle head steel-crew.spaced 12 in.along the edge,and in the field of the boards and staggered from screws in inner layer. Joints between inner and 6. Fire Resistant Gelating sies,Ma•siNominal 1.83 in.28 'mm)with or 1.67 iin.m nsi mmf thick pen- outer layers staggered. Outer layer Joints covered with paper tape and joint compound. Es els,supplied in various sizes.Mass a not to steed area. Nr with max dimension of 7 h.Total Posed screw heads covered with joint compound. aggregate area not to exceed 72 it/100 ft of well arae.Installed In accordance with tlireu Canadian Gypsum Co..Ltd.Type C. tions below with no less than 8 in.separation between adjacent glazing materiels.Not for ex- United Stetea G uniar exposures. Gypsum Ca.-Type C. *Bearing the UL Classification Marking Veale Vereinigte Gleswerks GmbH-Types 60-18/10,8028. S. Glazing Member backing. No Fiber Tape)12Nom Ys In.thick fiber tape,supplied in rolls.with t with the backing.Nom density of 12.6 Ib/rely Applied to legs of glazing stops in contact with the plexlnB materiel.Face of lap to be entirely covered with tape. 7. Glazing Member(Fixed Glazing Stopst-Sesel angles 1.67 In.(40 mm)by 3.31 in.(84 mm), Design No. U439 to be used with Type 8018/18 glazing material,and 1.67 by 2.96 in.140 by 76 mmf,to be Assembly Rating - t Hr. used with Type 0028 Blazing materiel. Fabricated from No. 20 MSG adv steel. The angles NonbearingWell are provided with a 46 deg mitre at each end,Fastened to steel studs and horizontal framing, through wide leg of angle and wallboard,with 2 In.long Phillips bugl"esd self-0rilllnB/lap ping steel screws spaced 12 in.O.C.Before Installation,legs In contact with Blazing material . . are to be prepared as described under Item 6 above. r S. Glazing Member(Setting Blocks),-Gypsum wallboard shims,nom 1!/" in.Iona.A. In.thick. . The length is determined by width of glazing material, which should be Identical. Min. two 5 p blocks placed.without attachment.on sill only prior to placement of the Blazing materials. i E 9. Glazing Member(Im ulative PecklnpHMineral wool bene,nom 6.0 Ib per cubic ft.Stuffed to tightly fill all gaps between the glazing stops and glazing materials,about entire perimeter of plating material. 10. Glazing Member (Variable Glazing Stop)-Steal angles. 1.67 in. 140 mm) by 1.18 in. 130 mmf,fabricated from No. 20 MSG galy steel.The angles are provided with a 46 deg mitre at each end. Placed adjacent to Blazing materiel and fastened to studs and horizontal framing, simulta.<.��.....r<.e, tapping steel with insulation blacks Iltem Ili.with 3 In.long Phillipa bugle-head self-drilling/ tapping Steel screws spaced 12 in.O.C. 11. Glazing Member(Insulation Blocks),-Csicium silicate board.,cut Into 1!/. by I.Y. in.strips. Length varies.Nom density Is 40 Ib per cubic fL Placed adjacent to Blazing stops on I.`, In. aide.Fastened to studs and horizontal framing with 3 In.long Phillips bugte-had calf-drilling/ tapping steel screws 12 in.O.C. 12. Glazing Member(Sealant)-Silicone rubber sealant cartridge type.A 1/4 In. bead applied at all glazing material/insulation block Joints. l 13. Joint Tops And Compound(Nat Shownt-Dry or premixed joint compound, applied In two coats over Joints and screw heads.Perforated paper tape.2 In.wide,embedded In first layer of compound over Joints. •a..a.._.u.In r....m..u.._u..c�__ CItp of *aiem, Anncbuatts n public Propertp �3epartment ��q�Gry�Ng Nuilbing Department One Rpalem green 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer February 5, 1989 Mr. Mark Lindman The Welch Group 15 Front Street Salem, MA. 01970 RE:rFs.sex_Cou_rt_CoMro Dear Mark, Thank you for taking the time to meet with Mr. Munroe and myself last Thursday February 2, 1989, regarding the following items at the above referenced proiect . Item Ill . Is what we believe to be excessive noise and vibrations that are set up in the units on the top floor or floors when the roof top emergency generator runs. In our opinion this condition would not comply with section 522.0 of the State Building Code and certificate of occupancy would be denied for the affected units. Item 112. Ts the exterior wall or walls that were constructed on the lot line adiacent to the East India Mall. In our opinion your detail to replace the wall you removed, because of encroachment problems, does not comply with table 302 of the State Building Code and is therefore denied. Sincerely, Stephen W. San[ry ✓L Assistant Building Inspector SWS/eaf C.C. The Welch Group John Serafini, Esq . Walter Falkenstrom 72)�G. t Vitols Associates V.Victor Vitols,AIA Denise Garcia Architects/Planners Steven J.Gerber Liviu Brill,AIA Jone-Hui Hu 1230 Stader Office Building William Fitzpatrick Walter H.Lynch Boston,Massachusetts 02116-3928 Marquis G.Major,AIA David E.Miles Andrew Melton,AIA H.Martin Stockman Telephone 617.482.1990 Bailey S.Silbert,AIA David P.Willy Telefax 617.482.1644 Hiroshi Yoneyama,AIA David Yuan C—. January 23 , 1989 nm inn Cell a .� r c un ca jTHE WELCA GROUP, INC y-t� 3 15 Front StreeEm--r y cn Salem, MA 01970 ATTENTION: Dan Flanagan REFERENCE : 2 Hour Wall Const,./Church_St.,_Bldg-.-@-Mall Essex Court, Salem, MAII Dear Dan: The exterior wall of the Church Street building adjacent to the East India Mall/parking garage was specified on the contract drawings to be constructed as a 2 hour fire rated wall (as per U.L . Fire Resistance Design No. U425 , copy enclosed) . Due to the encroachment problem, the 4" masonry veneer has been removed. In its place, Weyerhaeuser "Panel 15" is being attached to the face of the exterior wall. This product has a flame spread rating of less than 25 which qualifies it for a Class I (Class A) designation in accordance with ASTM E-84 . Use of this material is permitted under Massachusetts Building Code Section 903.6 ( copy enclosed) . Considering these items above, it appears that use of "Panel 15" is permitted in and does not compromise the performance of the 2 hour rated exterior wall assembly. If there are further questions, please contact us. Very truly yours, VVII� S AS CIATES v ' Mark Ma r Project Architect FIRE RESISTANCE RATINGS (BXUV)—Continued FIRE RESISTANCE RATINGS (BXUV)—Continued n Np, lar gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. Assembly Ratings-46 min, , 'I'/s and 2 Hr(See Item 4) long Type S.12 bugle head screws spaced 12 in.O.C.along studs and tracks.Exterior facings I I consisting of aluminum siding,steel siding,brick veneer,or stucco attached to studs over gy,, Bearing WBII(See Nems 2 and 4) sum sheathing and meeting the requirements of local code agencies. When a min 34 in. (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior thick brick veneer facing Is used,the Exterior Well Rating is applicable with exposure on ei- j:'d'l Face Only Except As Noted Under Items 4 and 6) ther face.Brick veneer wall attached to studs with corrugated metal wall ties eaached to each r I stud with steel screws,not more than each sixth course of brick. (,_ji '� ! • 'aw¢cir&ucron 5A. Alternate Exterior Facing—Mineral and Fiber Boards—Exterior hardboard paneling, chemo s j tally treated with primed or finished face,Y. in.thick by 48 In.wide.Attached to stubs with - 1 a/• in.long buglehead TEK fasteners 16 in,O.C.at the Intermediate supports Or,exterior lap h . siding,chemically treated.%u in.thick by 8 In.or 12 In.wide.Attached to studs with 17/. in. long,bugtehead Type TEK fasteners at each lap.Panels lapped minimum 1 in. )! ! • r �_n. s Masonite Corp.—Type FT. ( utraws rnrsa maim 6. Festenars—Screws used to attach wallboard to studs: self-tapping bugle head shoat steel warms Nsanx type, spaced 12 In. O.C. First layer Type S-12 by 1 In. Ione: second layer Type S-12 by 1% in.long:third layer Type S-12 by 1% In.long. _ 7. -Batts and Blankets—Placed in stud cavities of all exterior walla.May or may not be used in interior walls.Any glass fiber or mineral wool batt material bearing the UL Classification Mark- ing as to Fire Resistance,of a thickness to completely fill stud cavity. See Batts and Blankets(SZJZ)Category for names of Classified Companies. it's s'°s 8.Joint Topa and Compound—Vinyl or casein,dry or premixed joint compound applied in two coats to joints and screwheads of outer layer.Perforated paper tape.2 In.wide,embedded in VERTICAL SECTION 8first layer of compound over all joints of outer layer. 'Bearing the UL Classification Marking j�'I i eo o s s . •e o e u y e ` o e Zo_ o' Design No. U428 I _J O Assembly Rating-3 Hr. l Bearing Wall a as• ta..e.�1 �,'� ei � I 7 4 FIRE SIDE r 1. Steel Fluor and Calling Tracks—Top and bottom tracks of wall assemblies shall consist of !� I .steel members, min No. 20 GSG(0.036 In.thick)gale steel or No. 20 MSG (0.033 In.thicp li primed steel,that provide a sound structural connection between steel studs,and to adjacent pnuNIS Naw Z. a 12TMN .i assemblies such as a floor,coiling, end/or other walla Attached to floor end calling assem blies,with steel fasteners spaced not greater than 24 In.O.C. !' 2. Steel Stud"orroslon-protected steel studs, min 3-'/. In. wide, min No. 20 GSG 10.036 in thick)Batu steel or No. 20 MSG(0.033 In.thick)primed steal,cold-(armed,shall be designed s ).\i+c;,:o n II ' I In accordance with the currant edition of the Specification for the Design of Cold-Formed nkaew :I i Steel Structural Members by the American Iron and Steel Institute.All design details enhanc, Ing the structural Integrity of the wall assembly, including the axial design load of the studs. 1, Floor Ceiling Runners—Channel-shaped,min.3.1/2 in.wide with min 1.1/2 In.legs,tebricaa shall be as specified by the steel stud designer and/or producer,and shell meet the require ad from min. No. 20 MSG corrosion resistant steel. Attached 10 floor and ceiling with steel jl t it mento of all applicable local code agencies.The max stud spacing of wall assembliesshall not fasteners spaced not greater than 24 in.O.C. exceed 24 In.Studs attached to floor and calling tracks with yr In.long Type S-12 pan head, 2.Steel Stud"orrosion protected steel studs, min. 3-1/2 in. wide min. No. 20 MSG steal. ;y self-drilling,self-tapping steel screws on both sides of studs or by welded or bolted tonne Studs shall be designed in accordance with the current edition of the Specification for the Da, lions designed in accordance with the AIS[specifications. 'sign of Cold-Formed Steel Structural Members by the American Iron and Steel Institute.All de- s 3. Lateral Support Member"Not shown)—Where required for lateral support of studs,suppon sign details enhancing the structural Integrity of the well assembly,including the axial design i may be provided by means of areal straps,channels or other similar means as specified In theload of the studs,shall be as specified by the Steel stud designer and/or producer and shell design of a particular steel stud well system. meet the requirements of all applicable local code agencies.The max stud spacing shall not 4. Wallboard, Gypsum'—Any gypsum wallboard bearing the UU Classification Marking as to exceed 24 in. O.C. Studs attached to floor and calling runners with 1/2 In. long Type S-12 ( . Fire Resistance.Applied vertically with joints between layers staggered.Outer layer of 3 layer pen head or 6/8 In,long Type S-12 low profile head,self-drilling,self-tapping steel screws on i ,I !�. construction may be applied horizontally.The thickness and number of layers and percent of both sides of studs. design load for the 45 min, t hr, I'/. hr and 2 hr ratings are as follows: 3. Lateral Support Members—(Not shownF-Where required for lateral support of studs,support Interior Walls may be provided by means of steel straps,channels or other similar means as specified in the I Wallboard Protection design of a particular steel stud wall system. II', Boer Sid"of Wall- 4. Batts and Blankats'—(Dptlons$-When used 1, 1.1/2, 2 or 3 in. thick mineral wool bans I d Number of Layers and Thickness Percent of supplied in 24 in.widths,placed to fill Interior of wall. I. Rating of Boards In Each layer Design bed 6.Wallboard,Gypsum-1/2 in.thick,4 ft.wide. Four layers of wallboard to be used.Inner lay- 45 min -1 layer,'/. In.thick too ers to be applied vertically with joints centered over studs.Outer layer may be applied vena- f 1 hr •1 layer,% In.thick 100 tally or horizontally.First layer fastened to each stud with 1 in.long Type S,self-tapping steel 1!6 hr 02 layers,A in.thick 100 screw.Second layer fastened to each stud through the first layer with 1-6/8 In.long,Type S. I� ' 2 hr -2 layers,% In.thick or 80 self-tapping steal straws.Third layer fastened to each stud through the first and second layers 03 layers.'/. In.thick 100 with 2-1/4 in. long, Type S, self-tapping steel screws, Fourth layer fastened to each stud 'Ratings applicable to assemblies Serving as exterior waits where Classified fire resistive gypsum through the first, second and third layers with 2.6/8 In. long, Type S, self-tapping steel 'L I' sheathing type,wallboard Is substituted on the exterior face. screws. First,second and third layer screws shall be Installed with a maximum spacing of 48 Exterior Walls In. O.C.vertically. Fourth layer vertically installed wallboard attached with screws spaced 12 - Wallboard Protection In.O.C.vertically.Fourth layer horizontal board end shall be centered war and secured to the - On Interim Side of Wall- stud with straws spaced 1/2 in. from end joint and 12 in. O.C. vertically. Board and joints Number of Layers and Thickness Percent of shall be staggered.At board side joints all screws shell be located 1/2 in.from the Iongitudi- Reting of Boards In Each Layer Gordan Lead net joints.Horizontal applied fourth layer also secured to the second and third layers with 1.1/ �) 48 min - 1 layer.-. In.thick 100 2 In.long,Type G,self-tapping steel screws located midway between studs and 1 in.from the " 1 hr - "2layers,'/. In:thick 100 longitudinal joint.Joints In each layer of wallboard to be staggered from the joints in the adja- 1'6 hr - 2 layers,•/. in.thick 100 ,cent layer end on opposite aides of studs. 2 hr 3 layers Y.% in.thick X100 Canadian Gypsum Co.Ltd.—Type C. Sae Wallboard Gypsum Category for names of Classified Companies. - United Staten gypsum Co—Type C or IPX2. 6. Gypsum Sheathing and Exterior Facings—For exterior walls.Ya or'/. In.thick exterior as. 'Bearing the UL Classification Marking LOOK FOR MARK ON PRODUCT LOOK FOR MARK ON PRODUCT is 07420/WEY Weyerhaeuser Prefinished Siding/Panel 1 BUYLINE 5171 OP Overall Product, in Place Building Codes Siding/Panel 15 have been confirmed by Colors testing at independent laboratories for Prefinished Siding/Panel 15 meets FHA compression,flexural bending, racking, Stock colors(field inventory): Bone requirements for use as combined exterior dent resistance,and adhesive bonding. White,Shasta White, Pueblo Beige, siding and structural sheathing, without The glueline between the aluminum and Statuary Bronze, Canyon Brown.(See corner bracing,for framing up to 24" O.C. the plywood is equal in performance to color samples on page 7.) Prefinished Siding/Panel 15 has been that used between veneers of exterior- Special-Order colors':Additional colors evaluated by the following code authorities: type plywood as confirmed by ASTM are available on special order at extra 1. International Conference of Building accelerated aging test data. Single-faced cost.A minimum of eight to ten weeks Officials No. 1665 Panel 15(5/16")may be used for wind must be allowed for production.(See color 2. Building Officials Conference of load designs up to 40 psf on 24"o.c. samples on page 7.) America No.62-14 stud spacing. 3. Southern Building Code Congress Accessories are available in any Special- No.6833 9 9 Reflective Insulation Order color on inquiry extra cost.Allow eight to ten weeks minimum for production. The foil backing on regular Prefinished Special-Order color nails are available Dimensional Stability Siding/Panel 15 provides a reflectivity to only in minimum quantities of 300 Itis. Panel 15 is exceptionally stable in both heat of 95%to 97%.When used facing ength and width.This feature is the result dead air space,it is approximately equal Moldings of the permanent thermoset bond between to the effectiveness of 1/re fiberboard p sheathing. AS a result, it reduces both All moldings tit 5116"thickness only, in temperature and humidity cous Changes cooling and heating costs. except those designed for surface n temperature and humidity cause only a mounting. Both extruded and roll-formed traction of the dimensional changes that moldings are available in all Stock colors occur in almost all other prefinished siding Panel Types (field inventory).Special-Order colors products,or when either of the componentare available at extra cost.A minimum of materials is used separately. Two panels are available,both in 5/16" eight to ten weeks must be allowed for thickness only: production of Special-Order colors. Thermal expansion ranges are from ■ Textured 10-mil aluminum with p p 0.005"to 0.008" per 100°F per foot. baked-on acrylic finish on face and Humidity expansion ranges are from reflective 1.5-mil aluminum foil on back Finish 0.002"to 0.004" per 5% panel moisture Textured 10-mil aluminum with content change per foot. The colorful Panel 15 baked-on acrylic baked-on acrylic finish both sides finish is made from high-quality industrial Eavailable Fire Hazard polymers applied in a modern finishing Stock Panel Sizes line under close technical supervision. tion Independent exposure test data confirm its Flame spread of Panel 15 tested in Textured one side:4'x8',4'x10',4'x12' outstanding weathering performance. with ASTM Designation E-84. Textured two sides:4'x8',4'x10' Class I(Class A).Copy of test able on request. Non-Stock Panel Sizes -minimum order Requirements:No mill inventory. Extra production time is required for the Manufacturing limitations for Special-order colors.or Performance Tested followingsizes which are available in panel sizes other than netsIA'and sx10'require minimum runs of 40 panels.Please check with your The exceptional strength, rigidity,and 5/16"thickness only:4'x6',4'x7',4'x9', Weyerhaeuser distributor or Weyerhaeuser p 94'x14',4'x16',5'x8',5'x10' representative before specifying. endurance of Weyerhaeuser Prefinished Al Assembly, Installation Weyerhaeuser's First Choice Panel 15 is Double-faced Panel 15 offers maximum Weyerhaeuser in the application widely used on all types of buildings. stiffness and stability for single span Instructions (PW-902)are required. Select between single-faced and double- applications without intermediate Plastic hammer caps are recommended to faced panels,depending on structural supports,such as in floating soffit panels protect the painted surface of panels and requirements and whether one or two and in glazing-type channels.The double fasteners during installation. Care must be sides will be exposed. facing also allows for uses in which both exercised in driving nails.The manufacturer Single-faced Panel 15 is recommended for sides are visually exposed. cannot be responsible for unsightly all types of cladding installations mounted All Panel 15 joints must be caulked indentations caused by overdriven nails. 3 over two or more span supports where to seal edges against water intrusion, Detailed application instructions(PW-902) maximum spacing is 24"o.c.When applied protect wood from rot damage,prevent are packed in Panel 15 units.They are according to instructions(PW-902),Panel 15 corrosion of aluminum and qualify for the also available from Panel 15 distributors, meets the requirements of FHA and major 15-year limited warranty.(See page 6.) from Weyerhaeuser sales representatives, building code bodies for installation High performance architectural-grade or by writing to Weyerhaeuser Company, without sheathing or corner bracing. urethane caulks as approved by P.O. Box 1645,Tacoma,Washington, 98401,or calling toll free 1-800-426-0870. 780 CMR: STATE BUILDING CODE COMMISSION 780 CMR: STATE BUILDING CODE COMMISSION J r requirements of tested and approved 'fire door assemblies except as to tardant treated wood shall be tested in accordance with the standard size. method of test for surface burning characteristics of .building materials ASTM E84 listed in Appendix G and shall show a flame spread rating 903.4.4 Labeled fire windows and shutters: Fire window assemblies and no greater than twenty-five (25) when exposed for a period of not less shutters which comply with Section 916.0, and the standards listed in Appendix G and accepted practice of an accredited authoritative testing �- than thirty (30) minutes without evidence of significant progressive or inspection agency shall be deemed to meet the requirements of theicombustion. The material shall hear the (hewing the of an nce rating recommended and required locations under this code. authoritative testing or inspection agency showing the performance rating thereof. 903.4.5 Labeled fire dampers: Only fire dampers which have been tested 903.6.2 Use limitations: Wood that has been pressure-treated with in accordance with the standards listed in Appendix G and listed by an fireretardant chemicals in accordance with the standards for pressure accredited authoritative testing or inspection agency shall be deemed to treatment of lumber or plywood in buildings listed in Appendix G or meet the requirements of this code. treated by other approved means during manufacture may be used in o- Types 1 and 2 construction for partitions, structural elements and roof 903.5 Combustibility tests: Where the behavior of materials under expo- framing and sheathing as indicated by Note h in Table 214, provided that sure to fire is specified in this code, the characteristics of materials shall the assembly in which such material is used shall produce the required be determined by the following tests and criteria. fireresistance rating when tested in accordance with the standard method 903.5.1 Testa: The following tests shall serve as criteria for acceptance of fire test for building construction and materials listed in Appendix G. of building materials P Where the material is to be subjected to sustained high humidity or ex- 9 (when tested in the form and thickness in which posed to the weather, it shall be further identified to indicate that there they are used) as set forth in Sections 215.0, 216.0 and 217.0 governing is not an increase in listed fire hazard classification after being subjected the combustibility of building materials for use in Types 1, 2 and 3 construction. to the Underwriters' Laboratories (UL) Standard Rain Test. Where used as a structural element, such material shall meet the requirements of 1. Materials which pass the test procedure for definingnoncombusti- Section 903.6.1. Where used as interior finish, such material shall meet bility of elementary materials set forth in ASTM 136 listed in the requirements of Section 904.0. Appendix G when exposed to a furnace temperature of thirteen SECTION 904.0 FLAMERESISTANCE TESTS hundred eighty-two (1382) degrees F. for a period of five (5) ' minutes, and do not cause a fifty-four (54) degrees F. rise above 904.1 General: All materials which are .required to restrict the spread of the furnace air temperature at the beginning of the test and which fire or to be flame-resistant under the provisions of this code, including, do not flame after an exposure of thirty (30) seconds. but not limited to, interior wall and ceiling finish materials (ASTM E84), 2. Materials having a structural base of noncombustible materiaas ASTM E84, depending on usage), tents and tarpaulins (NFiPA 102, NFiPA l floor coverings (NFiPA 253), fire-retardant treated wood (ASTM E119 or defined in paragraph 1 above, with a surfacing not more than 701 and 527 CMR 19.00), and interior hangings and decorations (527 CMR one-eighth (1/8) inch thick which has a flamespread rating not 21.00, NFiPA 102, NFiPA 701, or ASTM E84 depending on material), shall greater than fifty (50) when tested in accordance with the method meet the requirements for their respective uses and classifications. of test for surface burning characteristics of building materials as set forth in ASTM E 84 listed in Appendix G. `-' 904.2 Interior wall and ceiling finish materials: All materials used for interior wall and ceiling finish shall be classified within the classification The term noncombustible does not apply to the flame spread characteris- listed in Table 904 in accordance with the Method of Test for Surface tics of interior finish or trim materials. A material shall not be classed Burning Characteristics of Building Materials (ASTM. Ei as noncombustible building construction material which is subject to in- crease in combustible or flame spread rating beyond the limits herein Table 904 established through the effects of age, moisture or other atmospheric INTERIOR FINISH CLASSIFICATION co s Class Surface burning characteristics 3.6 Flreretardant treated woo of material test(tunnel test) 1 0 to 25' 903.6.1 Tests: Where permitted for use as a structural element, firere- II 26 to 75 III 76 to 200 Note:Refer to Table 920 for interior finish requirements b2 use group. 9/1/80 374 9/1/80 375 'I'llotAfo"O'007 Noy Iq THE WELCHGROUP, 9P Il 88 C. CltY9�sgelFe M4 6j. Salem City Hall Office of the Building Inspector One Salem Green Salem, Mass . 01970 ATT: Mr . Bill Munroe RE: Essex Court Condominiums Salem, Mass Dear Bill: Confirming our conversation of 11/8/88 , we understand that there are several issues presently outstanding which are holding up a Certificate of Occupancy on Essex Street . These items include the following: 1 . The boiler breaching needs to be replaced with a lower gauge material per the plumbing inspector . 2. The encroachment onto the abutters roof need to be resolved and approved by the Board of Appeals . 3. The annunciator panel needs to be made fully operational . 4 . The assigned parking in the garage. 5 . The easement issue with the S.R.A. 6. The installation of the smoke doors between Essex Street and the link. While we realize that the above list may not be all inclusive, you advised that a Certificate of Occupancy could be issued if these items were resolved . We will be working with the owner to complete these items and will keep you appraised of their progress . W Ver truly ll�lanag n Director of Construction DJF/ea cc: M. Welch W. Falke7nstrom CONSTRUClOLanLyMENT • BUILDERS 15 FRONT STREET SALEM, MASSACHUSETTS 01970 (508) 745-7870 in file wp:munroe/dan r- y�iUNI11T�A/r\\. W`tp of *atem, �Ha q!5acbmgettg Public Property Department i6uilbing Department One *stem Oreen 745-9593 Cxt. 350 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 8 , 1988 Richard Ness ,- Director of Development Pickering Wharf. Real Estate Development Group , Inc . Salem , MA . 01970 RE : Certificate of Occupancy Dear Richard , This letter is intended to make clear the process to obtain. certificate ' s of occupancy for the residential , commercial and pool and exercise areas at the Essex Court project . Each unit has its own permit card and in order to obtain a certificate must contain the signatures of the following ; Plumbing Inspector , Electrical Inspector , Fire Inspector , Director of Public Services , Planning Department , Health Department in the case of the swimming pool and finally this department . obviousLy both the rough and final blocks on the permit must be signed and the unit and egress ways from the units complete before Chis department can sign the card . In addition , because the building official acts as the Zoning Enforcement Officer , all conditions imposed by the 'honing Board of. Appeal must be completed prior to occupancy which brings me to condition number eight ( 8 ) of the attached Zoning Board of Appeal decision which concerns parking for the project . Prior to the issuance on any certificates for the residential units , proof of purchase of the parking sticker for that unit in the Municipal Garage must be filed with this department . I am sure others involved in the project will attempt to give you a different version of this procedure and that is why , because of the excellanc relationship that you and I have had since the be— ginning of the project , that I have .taken the time to hopefully make the steps clear in your mind . ` fes 2 ) If you have questions please call me . Sincerely , illiam H . Munroe Inspector of Buildings WHM/eaf enc : Z . B .A . Decision Citp of lbatem, ,Vaggarbu.5ettg ria Public Propertp Mepartment ptimem� �3uilbing Mepartment One 6alem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 5, 1988 Mr. Richard Ness Development Group Pickering Wharf Salem, MA. 01970 RE: Essex Court Condominium Dear Mr. Ness, While reviewing the City of Salems Board of Appeals decision for your project on the old Almy's site, I would call your attention to variance granted regarding the "minimum side yard setback from the required five (5) feet to allow side yard of zero." Obviously, this condition allows you to build your side property line. It appears that you have built an entrance from the sixth floor of the Church Street building beyond your property line in the direction of the city parking garage. This construction appears to put you in violation of the City of Salem Zoning Ordinance and the varaince granted by the Appeals Board. A site visit by myself and Mr. Martineau to the roof of the city's parking garage revealed that your contractor has cut the concrete parapet wall and installed fencing on this same wall. One of the terms and conditions of granting the variance was 'construction conform to all applicable provisions of the Massachusetts State Building Code, Salem Fire Prevention Code, Salem City Ordinances and Massachusetts General Laws relative to fire safety. Because of the above apparent violations of your variance I order you to cease and desist any further construction on the aforementioned entrance way, city garage, or any construction that is not within your property line, until this matter is resolved to the satisfaction of all concerned parties. If I can be of any assistance in resolving this matter, please do not hesitate to call. Sincerely, Steve W. Santry Assistant Building Inspector SWS/jp Copy: Toomey Ward Councillor Solicitor Planning B.O.A. Parking Commission City Clerk Welch Construction THE WELCH GROUP, INC. -c 2 r� + am qM o Ga January 16, 1989 N �n cra a City of Salem Office of the Building Inspector One Salem Green Salem, Mass . 01970 ATT: Mr . Steven Santry RE: Essex Court Condominiums, Salem, Mass . Dear Mr . Santry: Enclosed please find, for your information and as a matter of record, the elevator certificates for elevators # 1 and # 2 of the above referenced project. Very truly yours, 74--2 o Daniel J. Flanagan C Director of Construction DJF/ea enclosures wp:santry/dan CONSTRUCTION MANAGEMENT • BUILDERS 15 FRONT STREET SALEM, MASSACHUSETTS 01970 (508) 745-7870 �\ 134t Tomutov araR4 of Massar4undto DEPARTMENT OF PUBLIC SAFETY _ DIVISION OF INSPECTION MIS CaagOiKWEALM AVENIM,Dogma. �J Elevator 2, - CERTIFICATE FOR USE OF ELEVATOR THIS IS TO CERTIFY that permission V hereby granted to operate the %beet elevator in conformity eith provisions of the ELEVATOR Lae ant RegulaLLmr governing elevators. Chapter 143, General Lan, as amended. r Mnusimum Carrying ..............Peende 'R*W of Tnwl' ,J��p%/r1f,. -Pe r*fAIw:., ...... ., <.:;:..... _.;... -_ (ntyedd..1.z..-..� ....... ....f/ 2 .........(mPeraar �cLW N faq%%Ot� Expires 1 year from above date In Cue of Accident Notify the Chief of Inspection&at Ona re..au UIfle Tammanmraft4 Of Aasaar4uutls �••- .�.-- •-- --- —DEPARTMENT.OF,PUBLIC!:SAFETY-. ,--4,..„�>?,,.'Z:"Z- DIVISION OF INSPECTION_ 0110 00308011WICU a AVEsok gosrcgf Eleveter [.Doted at�� _�-/ BIZ Li S'T Sh C fig. r B CERTIFICATE FOR USE OF ELEVATOR THIS IS TO CERTIFY that permission is hereby granted to operate the .�. --above-elevetor.tn.cooformity with ProvisionsOfthe ELEVATOR Law and Ragdatlom governing elevators. Chapter lar, General Laws, u emended. Maximum Carrying wMwltf.....C.If o.t?.............P ..do Rate of Trow .... . ...�.f�........F In.g, , ..L..�.IC.ti............lroPds. Chief. Expires 1 year from above bate ca A .s In Cue of Accident Notify the Chief of Impectlon at Ono Y.a �F j� Citp of batem, ,41a55acbugettg Public Propertp Department �3uilDing department . One *alem green 745-9595 ext. 330 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 5, 1988 Mr. Richard Ness Development Group Pickering Wharf Salem, MA. 01970 RE: Essex Court Condominiums Dear Mr. Ness, While reviewing the City of Salems Board of Appeals decision for your project on the old Almy's site, I would call your attention to variance granted regarding the "minimum side yard setback from the required Five (5) feet to allow side yard of zero." Obviously, this condition allows you to build your side property line. It appears that you have built an entrance from the sixth floor of the Church Street building beyond your Property line in the direction of the city parking garage. This construction appears to put you in violation of the City of Salem Zoning Ordinance and the varaince granted by the Appeals Board. A site visit by myself and Mr. Martineau to the roof of the city's parking garage revealed that your contractor has cut the concrete parapet wall and installed fencing on this same wall. One of the terms and conditions of granting the variance was 'construction conform to all applicable provisions of the Massachusetts State Building Code, Salem Fire Prevention Code, Salem City Ordinances and Massachusetts General Laws relative to Fire safety. Because of the above apparent violations of your variance I order you to cease and desist any further construction on the aforementioned entrance way, city garage, or any construction that is not within your property line, until this matter is resolved to the satisfaction of all concerned parties. If I can be of any assistance in resolving this matter, please do not hesitate to call. Sincerely, Steve W. Santry Assistant Building Inspector SWS/jp Copy: Toomey Ward Councillor Solicitor Planning B.O.A. s Parking Commission City Clerk Welch Construction Insurance Company of North America CIGNA Insurance Company NOTICE of Aetna Insurance Company Indemnity Insurance Company of North America CANCELLATION/ Aetna Insurance Company of the Midwest INA Insurance Company of Illinois REINSTATEMENT Allied Insurance Company INA Insurance Company of Ohio ' Atlantic Employers Insurance Company Aetna Fire Underwriters Insurance Company Century Indemnity Company Pacific Employers Insurance Company CIGNA companies TO: F--INSURED/OBLIGEE CERTIFIED MAIL City of Salem DATE Licensing Department December 29, 1988 City hall building LSalem, MA 01970 J EX We hereby cancel our Bond or Policy No. fc0 28 51 26 A issued to The Welch Group- Inc_ on January 16 , 19 _87_ , in accordance with the terms and conditions of the Bond or Policy. You will, therefore, please take notice that as of 12:01 a.m., Standard Time, on the Lth day of February 19 B9_ ,the said Bond or Policy will terminate and cease to be in force, unless sooner terminated by you. ❑ We hereby reinstate our Bond or Policy No. issued to Such reinstatement to be effective 19 . PRINCIPAL C}� INSURANCE COMPANY OF NORTH AMERICA The Welch Group, Inc. Eight Front Street ❑ AETNA INSURANCE COMPANY Salem, MA 01970 �L J ° PRODUCER J. Barry Driscoll Insurance Agency BY. 45 Braintree Hill Office Park ATTORNEY-IN-FACT Braintree, MA 02184 Paul F. Carleo L J BF-41`01 a 1-85 Edition Ptd.in U.S.A. ,ON of �5� ajem, 4)Fas5,aC4U5jeffS 3A s Public Propertgt Peparttnettt +<o PuilNug Pepartntent Q)nr *a1rm (6reen 7.15-112.13 William H. Munroe Director of Public Property Maurice M. Martineau, Ass't Inspector Inspector of Buildings Edgar J. Paquin, Ass't Inspector 1. Zoning Enforcement Officer John L. LeClere, Plumbing/Gas Insp. June 10, 1987 Mr. Richard Ness Director of Development Essex Court Development Corporation Pickering Wharf Salem, MA 01970 RE: Mall Wall Dear Richard, As per ,your request.,in our recent -telephone conversation I have reviewed the correspondence and plans. provided for the Mall_Wall-abutting your.... property. It would appear that the wall was cantileveled to cause less disturbance to the soil conditions and to the abutting Almy's building at the time of construction, and properly designed could support it's self even with the removal of Almy's. However, I must insist that the condition be investigated by a Structural Engineer and a report fowarded to this office prior to the start of construction in this area. Sincerely, «« William H. Munroe Inspector of Buildings WHM/eaf Cha real estate P, inc. Development Group, r P Y May 19, 1987 LCylyC;SAL H, a,)n,c, Mr. James Stanton, Vice President Sovereign Realty The Sovereign Building 714 Market Street - 5th Floor Philadelphia, Pennsylvania 19106 Dear Mr. Stanton: I am writing you at this time to obtain permission from the owner of East India Mall to perform a limited scope of demolition and reconstruction of approximately 100 linear feet of Mall wall. When I last talked to you in March, the demolition of the Almy's store abutting East India Mall was nearing completion. Our conversation at that time focused on the removal of a 3-story high wing wall which projected from East India Mall toward Essex Street and adjacent to the property line between the Mall and Almy's. If you recall, the wall was removed because it interfered with the graceful transition between our new building and the existing Mall. The demolition was carried out successfully with the exception of the exit door at Essex Street being slightly askew, resulting in hard opening, however we have addressed this problem. Currently, we are underway with miscellaneous excavations for the purposes of installing the new concrete foundations. This work is required along buildings such as yours in order to place our building adjacent to the property line. In partially executing this work, we have discovered an existing situation that has led me to write you this letter. Apparently, East India Mall does not have a foundation wall under the portion of building indicated on the enclosed plan and Section A. Perhaps the founda- tion wall was not built since the abutting property, Almy's, had a heated basement, thus eliminating frost conditions. If we proceed to clear away the rubble foundation left over from Almy's we will undermine the Mall floor slab for 4 feet into your property. The weight alone of the concrete block wall at the first floor may fracture the slab and result in a partial collapse. Obviously, we do not wish this scenario to ever take place, and have provided you with the following strategy to ensure against failure and future problems. Pickering Wharf, Salem, MA 01970 (617) 7459540 93 Union Sl., Newton, MA 02159 (617)332-400 ~1 -2- Our contractor for this project, The Welch Group Inc. , of Salem, Massa- chusetts proposes to remove the concrete block wall and a 4'-0"± section of floor slab at the first floor as indicated in Section B. Excavation to footing level will follow. The structural drawings for the Mall indicate that the second floor is cantilevered from the structure, therefore this work will not impact the upper level in any way. Section C indicates that we will replace all existing construction as is when this operation is completed and at no cost to you. During the interim, we will construct a temporary weather enclosure for that portion of the building affected. I wish to point out a technical cost issue with regard to the existing Mall construction that should rightfully be borne by your company if required by the City of Salem Building Inspector. According to the Massachusetts State Building Code, every building constructed in the Commonwealth is to have a perimeter foundation wall and footing to protect against damage due to frost upheaval. East India Mall at the locations described in the letter and accom- panying sketches does not have a perimeter footing. We propose to support your section of wall by incorporating a haunch onto our foundation wall. However, if this remedy is not acceptable to the building inspector, we may have to construct a completely independent foundation wall at a cost of about $3000 to $5000. If this proposal meets with your approval, please sign and return a copy for our records. Please do not hesitate to contact me at 745-9540 if I can be of any further .assistance. Sincerely, Richard E. Ness Director of Development Essex Court Development Corporation Accepted by: James Stanton or Designee Sovereign Realty Date cc: William Munroe Building Inspector City of Salem REN/ma ' Hand-Delivered • real estate Development Group, inc. .eAn May 20, 1987 Mr. William Munroe Building Inspector City of Salem _ One Salem Green Salem, Mass. 01970 Dear Bill: We have encountered special site conditions adjacent to the East India Mall during our construction efforts at Essex Court, 11 Church Street, Salem, Massachusetts. You will be receiving a copy of a letter to Mr. James Stanton, owner of East India Mall concerning this situation. I believe the letter is self-explanatory and I would like to discuss it over the telephone with you next week. Thank you. Sincerely, Richard E. Ness Director of Development Essex Court Development Corporation Enclosures: Diagrams REN/ma Pickering Wharf, Salem, MA 01970 (617)745-9540 93 Union St., Newton, MA 02159 (617)332-6400 FffsEX ST. ev PAVA IN MAIL ENLAR4ED '"`' 9 PLAN o IWA KEY PLAN cruI P. E55FIx COURT `xoPEcF w WCTHK ARPA u1 REAOVE. cmu waIL,si-R6,ANS ExGAitp�7� p k SECTeN Nw 9664( COURT FOUNDA710N WPi.i_ $Lq —pROPeM LINE, - - -may-- -- EAST INDIPr MAIL RUNQ%UN WALL GAIL wAI L AD"ARcADe CoFWER �fINGi N I )NDIH MRLL _ Exp 4 ca ar pFVSLOPMENr CCRP PLAN CF MALL/6�6,ex WRT(FY's) 5• I'J•S7 ti t Cl1NI1L.G�o.R•�U �F CMzRerF- Smy. Wqu. CAt►7 LsvF-RCD 2No FLOOR fes- CWfRr.rC6 BACK V)P" jtb EE COLIN% BEYOND ouGp q.ORPDE�?yco 8E SjR�T I 'D GYS FOUNPA7100 UW C�v� I I MAlL fm"pA?10N WNL II � I i SMTION A 6XIGnNin CONDITIONS No Sc�.B CIS 81.OcK wAu. AT6F4w> Rwp- fPOAPL STUD w,,%LL (TEMPoF W) Y`Fwh16R F-t.XWVVRE J"r FIRST FLOOR OF MAUL. MAMNS MLL 86kflND tk)C�U- To FF_Rmlr FORMWORK IfiR NE.W WALL IN (STREET t.>:v6L y • m o 11fsW 6FfifA fAUR(' i m FbuijPP ON WALL 0 ` ^ ' p 6`aFaaVN may'w"Mv% N F1un IF o RY r• � � o o o NBTJ 6 RAv� f4T FT4. W IN SECTION f5 UNDER .CoNSTEucpot4 > No 44K a 5•i�•e-t 1 NOTE'SHOULP FUTURE DEVELOPMS REPLk,FE THE MALL)- HCRAUN(AH" SUPPORT CAW BE SPW Wu THUS NOT INMUIDINvl ONblliF. T INDIA MALL LANE) PARCEL. G REA.pcc.e cnty WALL FOVFt NEW C0NG.CAA5 1HAUId611DE516IN TO SUPPORT WALL ONLY rtmun try IF G ` W CITY OF SNEM. $UW-hoop RANUE r Q 1 .1 • - 1 � ppTI�ON��gC�� 1 5. 1�•8l 1 Cri#u_ rtf Salrni, �fflassarhiisrM `3 ., �� IMltlTTlt� �dII2tr�1 One �ttlem Green DECISION DEC 3q 2 37 'Q5 FILE ;; SPECIAL PERMIT SITE PLAN REVIEW CITT' ;�', ? . _ Y4SS. Mall Realty Trust 93 Union Street Newton Center, MA 02159 RE: 188 Essex Street Salem, MA 01970 On Thursday, December 4, 1986, the Planning Board of the City of Salem held a public hearing under Section VII—R, Site Plan Review, of the Salem Zoning Ordinance on the application of Mall Realty Trust with respect to the construction of 107 condominium units and commercial space at 188 Essex Street. At a regularly scheduled meeting of the Planning Board held December 18, 1986, the Board voted, by a vote of four in favor, one opposed, to approve the application as complying with the requirements for issuance of a Special Permit, subject to the following conditions: 1 . Work shall conform to plan entitled, " Essex Condominiums", dated, September 24, 1986, revised Novemeber 15, 1986. 2. Utility installation shallbe reviewed and approved by the Engineering Department: a. A detail of electrical connection shall be submitted for review and approval by the Planning Department. 3. Rubbish removal shall be the responsibility of the developer, his successors or assigns. 4. Landscaping of the site shall conform to plan entitled "Schematic Site Plan at Entry Level", prepared by Philip Bryer, Landscape Architect. a. Maintenance of landscaping shallbe the responsibility of the developer, his successors or assigns. b. There shall be no storage of snow on landscaped areas. c. Snow removal , including the public walkway on the westerly side of the building, shall be the responsibility of the developer, his successor or assigns. 5. Design of proposed walkway to be constructed between Essex and Church Streets including, but not limited to, dimensions , landscaping, and ligh:4 nc,, snail oe reviewed and approved Dy the City Planner. Page 2 Special Permit, Site Plan Review 188 Essex Street 6. All construction shall be conducted in accordance with the following conditions- a. No work shall commence before 7:00 a.m. on weekdays and 8:00 a.m. on Saturdays. No work shall continue beyond 5:00 p.m. No work shall be conducted on Sundays or holidays. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. c. A Clerk of the Works shall be provided, at the expense of the developer, as is deemed necessary by the City Planner or Director of Public Services. 7. As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted prior to issuance of Certificates of Occupancy. 8. Any violation of these conditions will result in revocation of this permit. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. This Special Permit shallnot take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the - name of the owner of record or is" recorded -on the -owner'--'cettiffcate of - title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power, III - Chairman C840 �y Salem Historical Commi to'r AL'.-Tmov'$S, ONE SALEM GREEN, SALEM. MASSACHUSETTS 01970 744-4580 September 18, 1986 Mr. Richard E. Ness Director of Development Pickering Wharf Real Estate Development Group, Inc. Pickering Wharf Salem, MA 01970 Dear Mr. Ness: This letter serves as your official notice that at its September 17, 1986 meeting, the Historical Commission voted to waive any demolition delay period and recommended that a demolition permit be issued for the former Almy's building at 188-196 Essex Street as shown in red on the attached map. S ncerely, De ra Hilbert Preservation Planner cc: William Munroe, Building Inspector D o 609 N 2 N < 0 19#754 269 AN N 9 05 0 s P 1*6 N �J O O ��p. 382 R E E o 53 at iv 196 181 5o,s t0 0�N 1 0 110g 31460 7K 5626 4209 o ,95"6 YJ 1 io,76g 9 4 - N 1 N 261 > T E �� wi � i za S • R ES "�� 1 2 p f 74 75 276 j _ �-- ---'J.J-� 61316 -y r !;50:6: I N 212 �W 258_ GARp AGE k P 390 7a5.5 216 _— I i o 240 79634 SF 258 ! \ LJ e er"5 3A8R3R1vH i^Ir\ 1 1 S 5 1 208 614 207 616 iA� 15258 B 2 c� WALK wA 19942 9976 �r3 S Q i llh N 604 1 i FON( 2499 i 79516 1_ Mpl� 209 g 3` 1- 13 2005 6936 p4 S 25,5 4\"5 "0 1 205 206 160 19165 10562 z21 6 zg5s SDU AR� J1t�60529 EPS' IN DIP to 'O 54 ,05- 09 IB1-IB3 6 45 1j.' 1 BB-196 ; N9 ti.�4 G Nb 'B^ re,-zo, IB5 2 a h 0m 1„�so g E zo�XeoB as 23��55, IN 75 a m G o S w 19 60 4984 .. .2342 240 S 2,�"xx' 46 2 ,. x.,. xz5 P9 �- 241 82� c 2 2 2933 N `p EA{A 1' A2� m 2678 w 251 <o w � m 7335 o y 60330 -274 s 1636 • L P4 ,656 y4 c P23/7 390 N 249 465° 9154 -z =' x ° ,a 0 325 0 _ 608 1 -r5=� az 277 n \ 55 252 ao q06 247 W P g a N 6065 505 2 ` 3 45 -see ; - 0 0' 248 m S, -A LyD"5 n " 242 m 4000 w 26,6/0 3/5 ` R 5, 203 I 410 ` J ', 2962 ,a9 PG, D3 45 1619 1 9 4 X56 ,, 523 615 972 ao '43 244 245 2 00, zP 193 3000 611 0 5(,d2817 33 B9 512 4 0331 p ca 5c-6 �z 2 .z'. � Citp of *alrm, Aa!5gacbu!5ettg Public Propertp Bepartment �B��tlINE' �3uilbing 30epartment One *atem green 745-9595 (ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 5, 1988 Mr. Richard Ness Development Group Pickering Wharf Salem, MA. 01970 RE: Essex Court Condominiums Dear Mr. Ness, While reviewing the City of Salems Board of Appeals decision for your project on the old Almy's site, I would call your attention to variance granted regarding the "minimum side yard setback from the required five (5) feet to allow side yard of zero." Obviously, this condition allows you to build your side property line. It appears that you have built an entrance from the sixth floor of the Church Street building beyond your property line in the direction of the city parking garage. This construction appears to put you in violation of the City of Salem Zoning Ordinance and the varaince granted by the Appeals Board. A site visit by myself and Mr. Martineau to the roof of the city's parking garage revealed that your contractor has cut the concrete parapet wall and installed fencing on this same wall. One of the terms and conditions of granting the variance was 'construction conform to all applicable provisions of the Massachusetts State Building Code, Salem Fire Prevention Code, Salem City Ordinances and Massachusetts General Laws relative to fire safety. Because of the above apparent violations of your variance I order you to cease and desist any further construction on the aforementioned entrance way, city garage, or any construction that is not within your property line, until this matter is resolved to the satisfaction of all concerned parties. V4 If I can be of any assistance in resolving this matter, please do not hesitate to call. Sincerely,,/ / Steve W. Santry ✓ Assistant Building Inspector SWS/jp Copy: Toomey Ward Councillor Solicitor Planning B.O.A. Parking Commission City Clerk Welch Construction Insurance Company of North America CIGNA Insuancj&04& W f 2 F3;q�T' NOTICE of Aetna Insurance Company Indemnity Insurance Company of North America CANCELLATION/ Allna Insurance Company ied Insurance Company of the Midwest INA Insurance INA Insu anoe Com�ny of ny of iChlos REINSTATEMENT Atlantic Employers Insurance Company Aetna Fire U$1rTr es Ineraq%gM�ty Century Indemnity Company Pacific Empt�f�r�s I uance Coimnpony CIGNA companies RECEIVED CITY OF SALEH.MASS. CERTIFIED MAIL TO: I INSURED10SUGEE DATE December 20, 1988 City of Salem City Hall Washington Street L Salem, MA 01950 J Cg We hereby cancel our Bond or Policy No. KO 28 51 2R 3 issued to The Welch Group, Iac on January 30 , 1 9 89 in accordance with the terms and conditions of the Bond or Policy. You will, therefore, please take notice that as of 12:01 a.m., Standard Time, on the 30th day of January 19 89 , the said Bond or Policy will terminate and cease to be in force, unless sooner terminated by you. ❑ We hereby reinstate our Bond or Policy No. issued to Such reinstatement to be effective 19 _. I PRINCIPAL 1. INSURANCE COMPANY OF NORTH AMERICA The Welch Group, Inc. ❑ AETNA INSURANCE COMPANY Eight Front Street L Salem, MA 01950 J ❑ PRODUCER J. Barry Driscoll Ins., Agency 150 Wood Road BY: Braintree, MA 02184 Paul F. Carleo ATTORNEY-IN-FACT r. ,! Insurance Company of North America CIGNA Insurance Company NOTICE Of Aetna Insurance Company Indemnity Insurance Company of North America CANCELLATIONI Aetna Insurance Company of the Midwest INA Insurance Company of Illinois REINSTATEMENT Allied insurance Company INA Insurance Company of Ohio Atlantic Employers Insurance Company Aetna Fire Underwriters Insurance Company Century Indemnity Company Pacific Employers Insurance Company CIGNA companies Certified/return receipt requested K L. � O S� c37 TO: INSURED/OBLIGEE ,V cr ;a Co City of Salem DATE January 26 19J88 x City Hall Washington Street , x: Salem, MA 01950 s We hereby cancel our Bond or Policy No. KO 2851283 issued to The Welch Group Inc. on January 30 19 87 , in accordance with the terms and conditions of the Bond or Policy. You will, therefore, please take notice that as of 12:01 a.m., Standard Time, on the 29th day of February , 1 9 88 , the said Bond or Policy will terminate and cease to be in force, unless sooner terminated by you. ❑ We hereby reinstate our Bond or Policy No. issued to Such reinstatement to be effective 19 PRINCIPAL The Welch Group Inc. K INSURANCE COMPANY OF NORTH AMERICA 8 Front Street Salem, MA 01950 ❑ AETNA INSURANCE COMPANY LL J ° PRODUCER J. Barry Driscoll Insurance 150 Wood Road BY: Braintree, MA 02184 ATTORNEY-IN-FACT Helen Headen L J BF-4PO1 a 1-85 Edition Ptd.in U.S.A. INK INSURANCE COMPANY OF NORTH AMERICA Philadelphia, Pennsylvania 19101 Continuous Form i .. License & Permit Bond KNOB ALL NIk:N Bl' 'fHEtil? PRESEN'T'S: Bond No. M KO 28 51 28 3 'I'IfAT The Welch Group, Inc. of 8 Front Street, Salem, Massachusetts , as Principal, and INSURANCE; COMPANY OF NOR'nI AMERICA, of Philadelphia, Pennsylvania, a corporation existing under the labs of the Commonwealth of Penns vlvania and authorized to conduct the business of Suretyship in all states of i the United States of :America, as Surety, are held and firmly bound unto 1 as Obligee, in the penal sum of One Thousand and 00/100 Dollars ($ 1,000.00 ) lawful money of the United States, for which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. I BIIERFAS: the above bounden Principal has been granted a STREECPEMIIT by the City of Salem Massachusetts – 188 Essex Street. (description) NOR', THEREFORE. the condition of this obligation is such, that if the aforesaid Principal shall indemnify and save harmless the aforesaid Obligee against loss to which the Obligee may be subject by reason of the Principal's breach -of anv ordinance, rule or regulation relating to the above described license or permit, then this obligation shall be null and void, otherwise to remain in full force and effect. j ' I PROVIDED. however,that the liability of the Surety hereunder shall in no event exceed the penal sum of this bond as stated above, regardless of the number of years the bond shall continue in force; and THIS obligation may be cancelled by the Surety by giving thirty(30)days notice in writing of its intention to do so to the Obligee,and the Surety shall be relieved of any further liability under this bond thirty(30)days after receipt of said notice by the Obligee, except for defaults occurring prior thereto. SIGNED, sealed and dated this 30th day of January 19 87 i The Welch Group, Inc. 13 i (Seal) INSURANCE COMPANY OFNORT AMERICA f y IfY10—sepF i .ion Attorney-in-fact (Seal) DCF 6193 /POWER OF Insurance Company of North America ft ATTORNEY aCIGNAcompany e rtfoW::all. men by these presents: That INSURANCE COMPANY OF NORTH AMERICA, a corporation of the Commonwealth of.Pennsylvania, having its principal office in the City of Philadelphia, Pennsylvania, pursuant to the following Resolution ±' t adopted by Board o1 Directors of the said Company on December 5,1983,to wit:" �'PESOLVED.the,pursuant to A9eles 3,18 and 5 1 of lne 81 Laws.the ldllom ng Rules shall gmem the.attubon for the Company of bonds. mdy,1s1g, y,hgrn err,.s,conuacls end cm , wnpngs mine more m,,W, - i t 'TIL.. inel the President..any Senwr YKe Presto nL env Vrce N.sdent,any Assistant Nee Presdem,or an,Af,orne,.—Fite,me,.Rein!f.,and on penall o1 me Company any an,ell bonds.undanab } t ,nq5 eco' oorT contracts end.,he I Bs in the intoe Thereof.the same id be attested wren ntLe95e,y by In CWAorete SK,elary or any A5s,sl.m[orporaie$eC,e18rV and t"eedl dl me Company aff,..d Ps!eto and Met pus'PreYdaM-an,Sam.Vitt Pres dem,any Vee P,esgentore..Assimm vice P,evdenl me.....m end eu1hor1.any other 011e.,(yo.ted or adpormedl dl j "Z-.4m er .rd Allose,. .Feel to eoeacute or.,last to the ¢[lion of ell avchwnn'S9n behalf of l he Company and to atfx the seal of the Companvynerem I \. �` 11 \Art s c^w Wrl9 eae<ubamuCNden<ewln lheseP b andtl De asDMin'upon,ne Company, env cane da mov'nt0^eddy thev,aede 1a denestedt bvtn C......T.Sac01ary :• \, us ; .\ A3t ipB adapt re p}ehe P pad. I D .;Sana if'ouidemi.esd , p V ca Pi9sManl o an Aal ins C V.Pmvdanl and the,set of Me Company may le all ed orb - ire o e y power or a lornev ✓. ,;97nted03V106rd'IlKnabl Mn BnC M.Fpne1dr0049CHUNn901f4Ht^d IN 58�101tn0[pmpenY may Da efl.p py4Rnrldelpd YcerllKafellldnv auC^Dower,and any such power or pev �j '\ iAjCdla�Dte111igipfT�CSMIedllBndlpR end»al Fnell pe yelp aMb Mm'.o^tne Company pdre'Ir4gr�Ooneepw.hd Ano reye nFenlhellp ve eNnon(ytO LNrldy or aerdycop eeohnu RMolal on,iha By lavrsol lna Company endeny 611devrt of mcoro Ol Ne Company /r Qlceate vlOTigQSf11�Now I e'duness 7nByevegeolMrn�iVbtmhdoe5 dievWetnv eel eptnO lv trended by Resoloonsol the Board of Dneclorsadooted on June91953 May 28,19n and March Z,19r J � \ oeshecbynomR�eie,conshtutes d�pp01nt` J BARRY DRISCOLL, JOSEPH H. KILLION, ROBERT S. ',WLDKAMP,, - r -.:;✓�BRIANr,R DR3.SC\OLL;Aad!DONALD;H Mc .CARTER,:all of Braintree, Massachusetts --- ------- M to _______ _______ __ ______ each individually it there be more than one named, 1 u v is true and lawful attorney m-fact, to make,execute,seal and deliver on ds behalf,and as its act and Heed any and all bonds, undertakings, tt+� v recognizance. contracts dnd,otherw,itings in the nature thereof. And the execution of such writings in pursuance of these presents, shall o x be as binding upon said Company.,as fully and amply as d they had been duly executed and acknowledged by the regularly elected officers �',To of.-w of the Company of its principal office. .0 IN WITNESS WHEREOF,the said H.F. McCranie,Jr.,Vice-President, has hereunto subscribed his name and affixed the corporate ,a "seal of thesaid.INSURANCE COMPANY OF NORTH AMERICA this 26th .i w dayoL JUNE. 19 85 ` u,a INSURANCE COMPANY OF NORTH AMERICA > w ° 7 N. I rl L/IQ/N4I U by 7 Vice-Prestlent �COMMONWEALTyOFPENNSYIVANIA N COUNTY,O:FPHILADELPHIA ss, mOn this 2 26th-,' _day of 'JUNE , AD 195".:before me,a Notary f of aaubAynYxherCorrtmonweallh of Pennsylvania to and Co�:lhe County:of Philadelphia came :H F �tvlcCranie, Jr., Vice President of the '11.4 JWiU-AiW 'MP\ANY tlF NORT44IAMERICA to fhe.personally khownzo be the individual and officer wo executed the preceding In- o, 'siiu`mpnrt r�� Aow� e2�tKat he-exeColez1 the s5'me end that the seat affixed ao the preceding instrument Is the corporate.seal of au",u rrssid,C said fWate 36a1 and his slgnaiuvC averaduly,afbxad by-the a ulhontysenddrrection of the sald,corporra;ton, and ' Y C . o r ..,. . ., / r la a She Bpard�o�D+rectpts of sal6�ompahy refarced to 1n the�tecedmg instrument ie now m fprce have'.ttereunto-sel, hand and'aihxed my:of{raal sealer the-City of;Ptuladelphia't11e dayend year e00=4v r tAt `�/.'S f MARIA NaRNAREtLINusey Pubhc r A - 111001 on:m \ \�r!S ,AFNedNDAle PMtadAppia'CoaatY/PA t MYCoulmrssionfxplresfECrirery2p,7989 `MAR7.l1 N. TRIVARELLI .NotaryPubllc i of Secretary of INSURANCE COMPANY OF NORTH-AMAhereby certify that'thRoriginai POWER ° ' laRIrt hihefoegoingesaful;tfueand'i;orfecteopy?isinfullfotcend-effect; �vtle ;'I:reothave hereunto,subscribed my name as,Se and.affb e'd the-corporate seal,of the Corporation, - E} this -'�'. 3D th 'day of -.T_ anijn . . :19_flJ ' - o ,�'. James's Wyllre V, Secretary 3 r 2 u I YYY s 05'155790 Ptd. n U S ti+ t-aY�,�,.,YY:FFG�4�$RY�P}5Li61ffi:iYiPE11vY}+¢isF`3:ffiYwi:1.">,S.IF-1,1�3""i.6'�m1SisA4P.sS"MFLiat?45Mtit4'NL:M_�rits5'h'.r"3Y+S5;'a.s,SSdtiv k�.a..tl»�av2�EC�tSa;-_'�'ff:'X:`YK+.Ns,.c3ea�FV:':t� c>�."ei"a,?3:d..At+i �i�r You Key to Complete _ nsurance Coverage it 'Cu I,v-Ea CITY OF February 29, 1988 Mr. William Munroe City of Salem License & Permit Department City Hall Salem, Ma. 01970 re: The Welch Group Inc. Insurance Company of North America Bond #KO 28 51283 188 Essex Street, Salem, Ila. Street Permit Bond Dear Mr. Munroe: The above captioned bond is reinstated to ful force and effect and the Notice of Cancellation is hereby rescinded. Shortly a notice of reinstatement will be directed to your office confirming reinstatement by the Company. Very truly yours, INSURANCE COMPANY f ORTH AMERICA sep H. KCl Attorney-in-Fact JHK:mh att. J. BARRY DRISCOLL INSURANCE AGENCY INC. Mark 128 Office Park,150 Wood Rd.,P.O.Box M,Braintree,MA 02184 617 848-5500 /l/// /l y Notlval'id✓forirncrtaPe,/note;�loA, ee ttr f�cretlit;bank'�de"oJ`sif � � et�,rrency,cafe„rnterest;rate�o�resitlualivaJue/guarantees�,�,�� VwA\\ �»A\� °o�� y � ,�•v ey ave �.. _ ��n'v�v �� <<� </ / �`""• . • \.t,/rf I/ /,'Jm p/m/x O m �O/O/ / lW+a m m f'/ J i' \N \��.r` ` '`l ��\�\\��,�'��//ice �9\�^�o�;\C)>��ii�\3 '. `•:�m. �m�e�m,s, �� jm�� `J 34; ��l�� \:' �� . t� "V.:a \o•,w\�\\<`•3\O \ \ \. 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J/f✓Z / //a!i /S/'� �(�N•�� a, m- g-';'� 4 \�� <gg%e �c � mAin,p \ 3 a W� 1 \•'\ W,3f0)�x jW i. •:>\ m` mt �0�0,�3�)\jj bC \ ♦ }g :�.'v� �� /��' Pp':a • � Z �w��j �i ��;} �('�,,�� tl�� \ \ C��,.�. �`?'� '.`;;� \\m�o�m'�.�6�(°`�m: � `Ji \9 !�<w CwC`<�<m� �•`�f<�i�+.,�:\m �'�/:a��:� �*\/,`Z �D�� c �/ �� i/ i •7j'> /.:�'JW'� WJ�. J�� T� �ml �!,/,.A% ��,� i j �y� s �)> � m1J � n�9'� �� /. .c z / J a�7 ��b '•°% c� / < <n ( / C / In td/�tr 4>r � Q s q.,� %�, �/ �/ J / /�// // /m /�m»�/ 9\f�� G/ l mf °' m�/�' C_R \• J/ S %,�. m/��N%/ �.rt� %��%/ 39i'i a�/SJ1 All, )3%. � .LAVol va � \� t��V C� Cm � \n A`0::A�m�(c�m�tm V�`:� � Af9 �•�CmAA� Am:m,��A �w�r+\� �_ �m`.a�:" � .m<m: �(8��iO�°: � V�\ /a) JW �,�) � � i -•�/�`c>.7_� L�� , /o?°�'/ �of)�!� e� �70� / \//< 'iw� •'-�c�,$ �'°V / J/// ,>�i'?• �n�o�� V"<sV`o,�3m:m �" �o�' - Ao 0. a,, / �\ w> mT "'�\ �1/ \m\�\��\ g� s>s\•��`$:o�.\\;, \ <m L-, •SENDER:Complete items 1 and 2 when additional services are desired,and complete items 3 and 4. Put your address in the"RETURN TO"space on the reverse side.Failure to do this will prevent this card from being returned to you.The return receipt fee will provide you tie name of the person delivered to and the date of dellve .For additional fees the foll4Owing services are available.Consult postmaster or fees an c eck ox es)for additional service(s)requested. 1. ❑ Show to whom delivered,date,and addressee's address. 2. ❑ Restricted Delivery. 3.Article Addressed to: 4.Article Number Geotechnical Group Inc . a fS d Type of Service: 1 0 0 Crescent Rd . Registeredpp Insured Needham,MA 02194 Certified ❑ COD Express Mail Always obtain signaturd of addresses or agent and DATE-DE UVERLD. 5.Si a e—Addressee 8.Addressee's Addgg33'�/O X requestedA fdr i 6.Sig ature—Agent x 7.Date of Delivery PS Form 3811,Feb.1986 DOMESTIC RETURN RECEIPT I UNITED STATES POSTAL SERVICEOFFICIAL BUSINESS z-OT,7;�x I I SENDER INSTR ,and NS -V-\ I,th your name,address,and ZIP de '�la �y I,the space below. — - eComplete items t,2,3,and 4 on ri the reverse. D�a •Attach to front of article if space �9g, / permits,otherwise affix to hack of - ende. a Endorse article"Return Receipt PENALTY FOR PRIVATET Requested"adjacent to number. USE.$300 RETURN Print Sender's name,address,and ZIP Code in the space below. TO g„ i ] riing nPpt- City Hall Annex One Salem GrPPn Salem,MA 01970 P-607 167 309 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) GSeno`technical Group Inc N Street and No. 6 100 Crescent Rd . PDeCNedhamMA 02 194 7 Postage 5 Certified Fee 1 . 67 i Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Date Delivered N M Return Receipt showing to whom. Date.and Address of Delivery m TOTAL Postage and Fees S 1 . 67 Postmark or Date E o ----- ------ LL H d STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.(see front) 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached and present the article at a post office service window or hand R to your rural carrier. (no extra charge) 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return address of the arllcie,date,detach and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends If space per- mits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested In the appmpriYs spaces on the front of this receipt.If return receipt is requested,check the applicable blocks in Item i o1 Form 3811. i i "6. Save this receipt and present it if you nn keinqu_iry/ � �r�� ixEllir �ru�erfg �e�ttr#melt# ot ��"��IMMt�'�~ ��11IEt1[llil; �epur#ntenf One �aAem (6reeu 7115-0213 William H. Munroe Director of Public Property Maurice M. Martineau, Ass't Inspector Inspector of Buildings Edgar J. Paquin, Ass't Inspector Zoning Enforcement Officer John L. LeClerc, Plumbing/Gas Insp. September 22 , 1987 The Geotechnical Group Inc . 100 Crescent Road Needham, MA 02194 RE : <Essex Court,` Salem,'MA;�, Gentlemen , An inspection this date of the Essex Court project reveals that the steel columns at the Essex Street end of the site are nesting on what would appear to be two ( 2) to four ( 4 ) inches of grout on the concrete footings . This would appear to be in contrast to good construction practice . Kindly investigate this matter and advise me in writing of your findings . Respectfully , William H. Munroe Inspector of Buildings WHM/eaf C . C . Norman Weflch, Welch Group Victor Vitols , Vitols Assoc . Richard Ness , Pickering Wharf Devlopment Group `7l wl ifrl l�.f. CCT LJ 8 44 11i '817 THE WELCH GROUP, INC. ''±O='!'F D CITY OF SAE.L,i,FiCtS$. October 21 , 1987 City of Salem Office of the Building Inspector One Salem Green Salem, Mass . 01970 ATT: William H. Munroe RE: Essex Court Condominiums, Salem, Mass . Dear Mr . Munroe: We have received your letter dated October 15 , 1987 regarding complaints about the operation of the de-watering system. Please be advised that operation of the de-watering system at night was required in order to maintain sufficiently low water depths for the sump installation drainage system. As that work is complete, the pumps will not be operating through night time hours . Very truly your1s_, Michael J. Welch MJW/ea cc: Richard Ness Al Valley CONSTRUCTION MANAGEMENT-BUILDERS FRONT STREET SALEM, MASSACHUSETTS 01970 (617) 745-7870 0 y,ca*wrc� �ifl� of 'k;5nCAlem, (-67J7J(hL1FU7J Afia �Eiu[tlir �jirupertg �eit�rtlnellt '�A _ �•5~� ?l�uilliltg �ept>rtntent C�nc �ulem (FJrcen 7.13-0213 William H. Munroe Director of Public Property Maurice M. Martineau, Ass't Inspector Inspector of Buildings Edgar J. Paquin, Ass't Inspector Zoning Enforcement Officer John L. LeClerc, Plumbing/Gas Insp, October 15, 1987 Mr. Norman Welsh Welsh Management Group Inc. 15 Front Street Salem,MA 01970 RE: Essex Court Dear Mr. Welsh, This letter will serve to remind you that the hours for construction operation with-in the City of Salem is from 8: A.M to 5:00 P.M weekdays, with no work on Saturdays,Sundays or Holidays, except for emergency work of Public Service Utilities. (See Section 16z - 2 (4) , City Code of Ordinances) . This letter is prompted by complaints received relative to the operation of the De-Watering System during the evening and night-time hours that is desturbing the sleep of the residents of the area. Please see that the practice is stopped immediately. The Salem Police have been notified to enforce this Ordinance. Respectfully,. AOO William H. Munroe Inspector of Buildings WHM/eaf C.C. Mayor Police Chief Project Manager Ward Councillor y,coxoi,� Tity of ulerrc, tt $ttr use t 2 '.[II_ Itar ;✓;` -� Pepar#men# of Public Worlte �Apa,Hrn'cro'`' One �ttlem Green hli'R 9 `f 15 IN '8 RECEIVED PAUL S. NIMAN CITY OF SALEM,MASS. DIRECTOR OF PUBLIC SERVICES April 9, 1987 Mr. Robert K. Carter H. W. Moore Associates, Inc. 112 Shawmut Avenue Boston, MA. 02118 RE: Development - Church Street/Essex Condos Dear Mr. Carter: I am in receipt of your letter dated April 7, 1987 regarding the design of a storm water drainage system for the Essex Court development located at the former Almy's Department Store site. I am in concurrence with your design concept and hereby give this department's approval of the concept. However, as I indicated during our telephone conversa- 0 tion, I am still concerned a to whether additional underground storage facilities may be required for either a 10 year storm or greater storm event. Therefore, I request you submit design calculations for the 10 year storm, 25 year storm, and 50 year storm showing both conditions after development. If you have any further questions, please feel free to call. Very truly yours, Paul S. Niman PSN/cmc Direc for of Public Services cc: William Munroe Gerard Kavanaugh H. W. MOORE ASSOCIATES, INC. 112 SHAWMUT AVENUE �R�� /`.• � �' BOSTON.MASSACHUSETTS 02118 LLJJOO L /!!OQ TELEPHONE(617)357-8145 April 7, 1987 Salem Dept. of Public Works 1 �^ e ewi - 1 Salem Green Salem, MA 01970 Attention: Mr. Paul Niman, Director y- RE: "Essex Court", Church & Essex Sts. , Salem, MA Gentlemen: At the request of our client, Development Group/Mall Trust, we have been contracted to design a storm water drainage system for the referenced development. As you know, the project site fronts on both Church and Essex Streets, and was formerly the site of Almy's Department Store. The proposed development is to consist of four (4) mid-rise buildings housing 107 condominium units. The configuration of the four buildings is in the shape of a rectangle along the outside perimeter of the property, with the center open, creating a courtyard. The way that the site has been designed has the courtyard elevation equal to that of the lower level, or approximately ten ( 10) feet below street level. In order to drain this courtyard area, it will be necessary to pump the storm water up to the existing drain located in the abutting streets. It has been brought to our attention that the existing street drains are presently flowing at capacity and may not be adequate to accommodate any additional increase in the rate of runoff. In view of the assessed drainage capacity, we propose the following: 1. Since the site was previously all impervious, with building coverage and runoff directed into the existing street drains, an evaluation will be calculated as to the existing rate of runoff from this site for a 10-year design storm. 2. The proposed "Essex Court" development will then be analyzed, calculating the peak rate of runoff leaving the site via the connection of roof leaders, plus the pumping rate of the drainage lifted from the courtyard area contributing to the street drains. If it can be demonstrated that the peak rate of runoff leaving the site, for the design storm, will be controlled such that the post-development rate is no greater than that of the existing, and that there is no increase in the rate of runoff from the site, we believe that a storm water connec- tion permit can then be granted. Before we begin the detailed hydraulic calculations necessary to perform the above, we request your approval of this design concept. Page 2 Salem Dept. of Public Works April 7, 1987 Att: Mr. Paul Niman, Director Should you have questions concerning this matter, please do not hesitate to contact this office. Yours very truly, H.W. MOORE ASSOCIATES, INC. �� C.ar2•r/ Robert K. Carter mha cc: Richard Ness, Development Group H.W.MOORE ASSOCIATES,INC. •CONSULTING ENGINEERS BOSTON.MASSACHUSETTS Ti# �af �lem, 3 E ! n"t' °�`��„v " �lirr�epartmexd �eaDyuarfers ROBERT J. CROWLEY 48 """'g'ette *trezt A/Chlet QCZ '� 3 30 P o$a6nt, u. Q1g70 RuGEt'1'o pAASS• CITY GF Sk.LEr�� September 26, 1984 Mr. Dwight L. Mayo Industrial Repair Company P. 0. Box 400 Accord, MA 02018 Dear Mr. Mayo, Your correspondence on the_subject of constructing a new tank inside the old fuel oil tank-at Almy's , Salem was very interesting and informative but I do have a `fewtquestions—to-elp me get a better understanding: 1- How is the pumped out water from the tank to be disposed of? 2- How large and how many holes are in the tank sidewall ? 3- How do you intend to plug these holes? 4- How thick, do you estimate, is the sidewall at this time? 5- How many years do you estimate that this particular tank will hold its present configuration if an epoxy resin lamination is not installed? 6- If this tank is treated--How much stress can the epoxy withstand if the tank-cracks-shifts-or goes through any movements? 7- Can you explain the difference between: a- White. Metal Blast Cleanin�; and, b- Black Beauty Cleaning. 8- Do you have a method of testing the soundness of the tank? cerely, Norman P. LaPointe Fire Inspector cc: Mr. Charles Murphy Almy's Store Mgr. 0 Industrial Repair Company 817-749-5596 Qpj J P O Box 400•Accord, MA 02018 CIT Monday, October 1 , 1984 Mr. Norman LaPointe Fire Department Headquarters 48 LaFayette Street Salem, MA 01970 Dear Mr. LaPointe, Enclosed please find my response to your inquiry of September 26, 1984. Please feel free to contact me should you have any further questions. Very truly yours, Dwight L. Mayo Industrial Repair Company DLM/ph cc: Don Sieber, Sumner Schein Richard McIntosh, Building Inspector Charles Murphy, Almy's Store Manager enclosures i i p y Ind ustrtal'`"z Repair . Company 817-749-5599 3 3G ',, PO Box 400•Accord, MA 02018 SJ 1 . How is the pumped out water from the tank to be disposed of? As stated in Step 2 of the "Tank Construction Procedure" the residual water will be pumped into barrels. The water will then be pumped from the barrels by a qualified waste hauler, probably Pierce Brothers of Waltham, MA. 2. How large and how many holes are in the tank sidewall; and 4. How thick, do you estimate, is the sidewall at this time: Currently, this information is not available as an actual in- spection has not yet been conducted. As stated, in a pre- vious conversation with you, upon actual inspection, including a hammer ring check on the tank shell, the damage will be documented both in writing and with photographs. 3. How do you intend to plug these holes? As stated in Step 1 of the "Tank Construction Procedure" an epoxy patching compound with glass cloth reinforcement will be used. Please see enclosed data sheets 1 and 2. 5. How many years do you estimate that this particular tank will hold its present configuration if an epoxy resin lamination is not installed? Typically a new tank of this size is fabricated from ,-" plate. Without knowing the ground water table and perco- lation conditions, as well as the current and future acid and mineral contents, this determination is impossible to make. 8. Do you have a method of testing the soundness of the tank? The tank can be tested for structural integrity using an ultrasonic thickness meter to determine actual thickness versus original tank thickness. (Since erosion/corrosion is not likely to have occurred in the tank top original thickness should be ascertainable.) A vacuum test could be performed on the tank, but would j be extremely costly, and is not necessary in this case. Vacuum boxes could be placed within the tank to determine the extent of deterioration. I II .. t 6. If this tankn��I.� trl�at9cl w much stress can the epoxy withstand if the tank -c4Cks - s if. sir es through any movements? An epoxy fri�td yh�d'lled "composite" liner will be able to with- stand adegree of stress and tank movement before suffer- ing disbondment or integral damage to the composite. When tested, on a 1/8" mandrel bend experiment, these materials received a "Good" rating, meaning that the material flexed over a 1/8" radius bar and failed somewhere between a 450 and 900 angle bend. Such catastrophic distortions would probably never be encountered in the tank unless its walls were collapsing (i.e. implosion). Moreover, the tensile strength of the epoxy compos- ite liner by itself 50, 900 psi versus 60, 000 psi for steel. The epoxy composite possesses the inherent properties to resist de- formation and will significantly contribute to the overall strength of the tank. during shifting. Should cracks start in the steel outer shell the epoxy composite inner shell with its tremendous bond strengths (greater than 2,000 psi adhesion) will deter crack pro- pogation. (Please see Data Sheet #4.) 7. Can you explain the difference between: a- White Metal Blast Cleaning; and, b- Black Beauty Cleaning. Black Beauty is one of several media which can be used to achieve White Metal Blast standards. (Please see Data Sheet #3.) For this particular tank, a commercial blast is adequate, with a 2-2.5 mil profile. Due to long imersion in oil which has caused pore saturation in the tank shell, even a White Metal Blast Finish would show signs of staining within hours. AR('(-}R MATERIALS FOR MAINTEW1v1ANAGEMENT • Data Sheet 107.0 o -R POLYMERIC T-RB OcS 3 C�1l A. High Performance formulation primarily designed for rebuilding , crack filling and bonding applications where a paste-like material is required . T-RB can be applied to nearly 500 mils (1/2") on vertical or overhead surfaces . It features outstanding bond and impact strengths , durability and chemical resistance. ADVANTAGES : Thick consistency for application with trowel , putty knife or caulking gun 0% solvents; low safety hazard and shrinkage Fast set-up time even in high humidity, moisture and low temperatures (38 F) Excellent chemical resistance to acids , caustics and some solvents Sunerb retained bond strengths ' Extremely durable and abuse resistant APPLICATIONS : Reprofiling pumps , valves , pipe internals Repairing leaks in tanks , pipes and vessels Bonding agent for pipe flanges , installing test probes and components Floor repairs in harsh service conditions Repair material for ship hulls and buoys Seam seAling material ' High build lining, in aggressive chemical environs PHYSICAL CHARACTERISTICS Pot-Life , maintenance unit @ 72 F - 40 minutes Lining, unit @ 72 F - 22 minutes . Pot-Life can be extended by dispensing in shallow pans after mixing . Set-up time , cotton free @ 72 F - 2 . 5 to 3. 5 hours Application thickness @ 72 F - Up to 450 mils ( . 45" ) on Vertical and overhead areas . Any thickness on horizontals . Coverage , *Maintenance unit - D.$ 3!5' so . ft . @ 100 mils ( . l" ) " " - 1. 1 sq , ft . @ 250 mils ( . 25" ) Lining unit - 10 ]'rg se . ft. @ 100 mils ( .111 ) " " - N•N 5,5 sq . ft. @ 250 mils ( . 25") Application Method - Trowel, putty knife , squeegee or caulking gun. Approximate • • Polymeric -P.B t�itk�r2 :°� O CURED PROPERTIES Impact Resistance, direct in/lbs ..UQ I%Ato 24 Flexural Strengths , psi Zn 3RE�Elyr:D A'5%00 - 81400 Tensile Strengths, psi r,1110� SN�E� 6 ,800 - 7 ,400 Compressive Strengths , psi - 95000 - 103500 Tensile Shear Adhesion, al to al, 1/2" overlap, psi - 10700 - 2 , 500 Resistance to boiling water immersion, 12 weeks - No effect CHEMICAL RESISTANCE GUIDE Acetic Acid, 5% Exc 10% Good Hydrochloric acid, 10% Exc 30% Exc 36% Splash Sulfuric Acid, 10% Exc 30% Exc 70% Exc Ammonium Hydroxide; 10% Exc 25% Splash Sodium Hydroxide Exc Benzene Good Octanol F..xc Skydrol Exc Toluene Exc Xylene Exc Gasoline Exc Transmission Fluid Exc Crude Oil Exc Acetone Splash Butanone Splash Butyl Acetate Good Cellosolve Splash Diacetone Alcohol Exc Ethanol, 50% Exc 96% Splash Exc - Immersion, greater than one year Good - Immersion, greater than 12 weeks Splash - Resists splash; not constant immersion Important: The information contained herein is believed to be accurate , and is offered for your consideration and investigation. Under no circumstances shall the manufacturer be liable for incidental or other damages from alleged negligence or any other theory arising out of the use or handling of this material. - MATERIALS F INTENANCE MANAGEMENT ARCOR z.:" • t SPS - 830C1 SOfAXC£ PREPARATION STANDARDS Three standards used in indus ,Tr'ok\19escribe surface preparation are the National Association of'�Co3 rosion Engineers Standards (NACE) . Steel Structures Paint irW Coun lEq' UG) "Surface Preparation Specifi- cations" dated October 1 , 199- k4wedish Pictorial Standards. *1. SSPC 5-63 �1 *White Metal Blast—This is defined as re- NACE No. 1 moving all rust , scale, paint , etc, to "For Tank Linings" . clean white metal which has a uniform grav- SA—3 white appearance. Streaks and stains of rust or other contaminants are not allowed . 2 . SSPC 10-63 Near-White Metal Blast—This provides a NACE No . 2 surface about 95 as clean as White Metal . "For Some Tank Light shadows and streaks are allowed . Linings and Heavy Maintenance". Sa--2'1 3 . SSPC 6-63 Commercial Blast—This type of blast is NACE No . 3 *yore d,fficult to describe. it essentially "For Maintenance" . amounts to about 2/3 of a white metal blast Sa—2 which allows for very slight residues of rust and naint in the form of staining . 4 . SSPC 7-63 Brush Off Blast.—This preparation calls for NACE No . 4 removal of loose paint , scale , rust , etc. "For Very Light " ightly adherent paint , rust , scale is per- `Saintenance" , mi'ted to remain. Sa-1 c.gR1-FTVr/rR0FTLE COMPARATTVE CF.AF.T The following chart should be used only for approximating abrasive size reauired to obtain a specified anchor pattern. This information can be used for centrifugal wheel as well as pressure blasting. Pressure blast- ing, should be done using 9.0-100 psi. nozzle pressure. The depth of anchor pattern used in this chart is an averac7e and not a minimum of maximum s depth obtainable. 2 Mils Profile 2 . 5 Yils profile 16/35 Mesh Silica Sand 8/35 Mesh Silica Sand k, G-40 Steel Grit G-40 Steel Grit F-230 Steel Shot* 5-280 Steel Shot* 36 Mesh Garnet 1F Mesh Garnet 36 Grit Aluminum Oxide 24 ^rit Aluminum Oxide ! Clemtex k3 Clemtex fit Black Beauty BB-50 or Black Beauty BB-400 BB-2040 *3-4 Miis Profi]e 8/20 Mesh Silica Sand G-25 Steel Grit *The steel shot alone will not give a good F-330 or 390 Steel Shot* angular anchor pattern and should be used lb Mesh Garnet in combination with steel grit for best lb Grit Aluminum Oxide results. Clemtex 02 D,gT�+j Si4'E,_cT3 Black Beauty BB-40 or BB-25 ;._ Properties of Cured Laminates ($ psi(Kg/CM2) psi(Kg/cm2) psi(Kill Pei(Kg/cm2) Flexural Properties(tested A `�� at 250C.(77OF.) m J 3 V Ultimate Flexural Strength 71,800(5,050)EI 70,300A'9�0t0) 67.800(4,600) 56.400(3.960) Elastic Modulus 3.09 x 106 (2.17 x 105) S52�,7x9(A11D P1atS05) 3.28 x 106 (2.32 x 1051 2.80 x 106 (1.97 x 105) Flexural Properties(tested Al st 2600C.(5000F.) Ultimate Flexural Strength 13.000(914) 15,800(1,110) 20.400(1.4301 22,900(1,610) Elastic Modulus 0.96 x 106 (6.75 x 104) 1.02 x 106 (7.17x 104) 1.45 x 106 (1.02 x 105) 1.12 x 106(7.86 x 104) Flexural Properties(tested at 260-C.(5001F.)after aging 8 days at 2600C.) Ultimate Flexural St,ength 30.100(2.110) 16,200(1.140) 21,700(1.520) 10.200(7171 Elastic Modulus 1 89 x 106(1.33 x 105) 1.98 x 106 (1.39 x 105) 2.33 x 106 (164 x 1051 1.17 x 10618.22 x 104) Compressive Properties Ultimate Compressive Strength Tested at 250C.(77'F.) 70800(4.9801 66.500(4.680) 88.100(6.200) 56.600(1980) Tested at 260'C.(500'F.) 22,600(1,5901 35,800(2,380) 56.600(3.980) 4250012990, Tested at 260'C. - (after aging 8 days at - 260'C.) 39.600(2.780) 34,900(2,450) 39.600(2,780) 34.000(2.390) Tensile Properties[Tested at 250C.(770F.)] Ultimate Tensile Strength 52.100(3,670) 50,900(3.580) - 49,000(3.450) Elastic Modulus 3.33 x 106(2.34 x 105) 3.22 x 106(2.26 x 105) - 3.32 x 106(2.33 x 105) 19.409 74 -;fllorET V Citp of harem, Aaggacbu.5ett5 Public Vropertp Department ,s �3uilbing Department One *alem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 30, 1988 Mr. Richard Ness Director of Development Essex Court Development Corp. 93 Union Street , Suite 401 Newton Centre, MA. 02159 RE: SRA Parking lot , Essf ex Cr_t_.J Dear Richard, . I have reviewed the timetable proposed by the Welch group, Inc. for the S.R.A. parking Area adjacent to the Essex Court condominiums and have the following comments. This lot serves not only the city but also the bank and trash pick-up for C.V.S. by means of a right of way. Much of the work involved is behind the present security fence on the S.R.A. property and can be done without in- terruption of the lot . It is also my opinion that the times indicated are much exaggerated and that the resurfacing and stripping of the lot can be done over weekends as can the raising of the three grates involved and any other work on S.R.A. property. Although this may be a small inconvience to Welch Group when one considers the inconvience to the city, bank and C.V.S. that inconvience pales by comparison. The city has been most co-operative during this project and it would appear that the time to share in the inconvience is now. Sincerely, William H. Munroe Inspector of Buildings WHM/eaf C.C. William Luster, Planning Leonard McDonald, Welch Group Denise Garcia, Vitols Assoc. 4, APPLICANT VOPY THIS PERMIJ E N J-YALID:UNL SS L J ol • PROPERLY ECEI'P.TED-BY CASHIER • BUILQDJNNG.� Y R CITY OF,SALEM. SALEM, NIASSACHUS PERMIT'MASSACHUSETTS'01.970°19,70- VALIDATION. O'lawt, 32.' GATE 19 , PERMIT-NO i .APPLICANT 14. ADDRESS Hale St. H t3 (No.) (STREET)- .(CONI 4 LICENSE I NUMBER OF PERMI'T.1TW- I STORY DWELL ING'UNI TS IT TFE OF,IMPROVEMENT,) NO. (PROPOSED,USE) l 88 ss, c ZONING, A�T'(L& -TIONC DISTRICT - I No a [STREET) BELTWEENAND (CROS,, STREE7) (CROSS-STPE ET) LOT SUBDIVISION LOT BLOCK -:SIZE ou iLDiNG IS TO BE. FT, WIDE By FT. 'LONG BY FT. IN H.EIGHT.AND SHALL CONFORM IN CONSTRUCTION TO TYPE- USE GROUP BASEMENT WALLS OR FOUNDATION 7— sa te 1PIC stom. M. ,le Ition C7,M ye,I fta M! s Dent 07!: REMARKS: Sa Ier; 1.41u. InclLit-'h mS.0 ccI ix2F3 (�:7ti ri r n., i il A.REAOR PERMIT .2E 7A 3.7100 VOLUME ESTIMATED COST FEE �S__ C UBIC/SOu/,RE FEETI Ma Il Rea.1 Tmis OWNER- • n APDRE'SS p Tj__ _4 j - ---- -- 2 tI; YOUR SPECIAL ATTENTION jr adlud to this lollowinc: This permit is granted on the express condition that the said construction shall, in all respects,conform to the Ordinances of this jurisdiction including the Zoning Ordinance,regulating the construction anduse of buildings, and may be revoked at any time upon violation of any provisions of said ordinances. Nuatherpruuf pin,- d given al tlrc time peJmmit is issued must be displayed un premises. 'lhc department must IN notified and iospc� tion mrde of prior i„n.tru.'tion work as requested on weather card. All new buildings and rvldition.v and aterattions to existing buiidinv� require a minimum of three o.ull inspections, namely, (1) Footings, drain the scstemc, foundation and basement walls, when walls are at least two feet high, but before back filling the wall and before pmcredine. with the superstructures. (2) Framing prior W lathing and plastering, duct work, fire stopping and other equipment before it is conrerd,i. (:i) Final inspection when building or structure is com- pleted. On jobs involving reinforced concrete work, inspection must be made after steel is in place and before concrete is poured. The Department reserves the right to reject any work which has been concealed or completed without first having been inspooted ;md approved Iry the lepartment in a cc onlance with the requirements of the various codes. Any deviation from tht approved pinns must be nuthorized hN, the approval of revised plans subject to the same procedure established for the examination of the origin;] plans. An additional pertnit fee is also charged predicated on the extent of the variation from the original plans. Permits are not wdid if construction work is not started within six months from date permit is issued. Request for Final Inspection should be made by postcard or phone call to this department when the construction work is completed and heating apparatus has been installed. Painting or decorating is not required before the Final Building Inspection. Final Inspection and certificate of occupancy must be obtained before cocupying building. DATE OF PERMIT PERMIT NO. OWNER LOCATI l %� DWELLING MATERIAL DIMENSIONS NO.OF STORIES NO.OF FAM[LIES WARD I BUILDER - OST THE R BLOBS. MATERIAL DIMENSIONS NO.OF STORIES BUILDER POLME! FOLDER b. -3 PLAN NO.SHEETS j , v / 9y0 - 3yv — / vt yv �L% 2 j 021 voa May 20,1959 - 128 - Rebuild brick front wall new store front 26,000.00 June 20 1960 - 165addition at rear 188 Essex 125,000.00 7.12.72 #221 (Owner=Gorinms Stores Inc. ) Install fire proof partitions (2x4 and sheetrock) part for gales Area and part for Beauty Parlor 25,000. (Over) 4, �� 8.18 #277 Renovate and remodel ba.sement,lst,2nd, 3rd floors of dept. store relocate departments; enlarge dining area U 120,000 ( Uontractor— Beaver Builders .2m Inc. ) 12.6.45 14713 3/10V42 #WA',, 1/25/77 (#19) Furnsh:and install doronotic bronze framing and glass . 2/27/78 #36 Repair roof damage;install new steel beam under existing wood carrier which was fractured. at its end position. Metal Cabinet'Pocket 7 Folder 4 5/10/78 #149 New roof drain. 5/29/79 #181 Reroof,remove existing skylights,board in and roof over. 1/24/80 x#26 New Mall entrance alterations. 3/21/80 #84 Erect sign. 9 Application for Permit to: Location /V �5 � Permit Granted a3 APP Pped. Ins ector o Buildings _! CITY OF SM.&M. TNL-kss kaiUSETTS BL'a=NG DEPART%mNT 120 WASHINGTON STREET,3"FLOOR • TEL (978) 745-9595 FAX(978) 740.98" KISiBERI.EY DRISCO[.L MAYOR THomAs Sr.FmRRB DIRECTOR OF Pt:auc PROPERTY/Bt:tLDWG COJL%,M OVER APPLICATION FOR THE CONSTRUCTION REP"AW RENCVAVOIK CHANGE IN USE OR OCCUPANCY,OR DEMOLITION OF ANY BUILDING OR STRUCTURE This Seatlen fbr OftW Use Ony POlmit,Projsot Estlnila6t Project Oates: Start En Comments: 1.0 um INFORMAnoN Loon Name; ' Property Address l BB F s X 7 • Assessors MWBiocc LoUParcek QWNERSHIR!IN FORINATION Ll Owner of Land P7Ae If. Name: elE / ELI Address: 20 9 an d 14 vE 6' w� j 0 2t1,5- Telephone: 12 Owner or toss" of bW/dWy or s&ucfww Nae: c. W v v�L C. J7A gv Adess /lEdin � Cy„Vh;-A 02Y 96m /cam Telephone: a.;t7 3.0 AGENCY OR AUTHORITY AUTHORIZING CONSTRUCTION Agency Name: Address: • Agency Project Number. Project Manager Name: Tot 4.0 PROFESSIONAL DESIGN SERVICES:, • 4.1 Registered Architect: Name: /� /I//� LlGj fF ' Seal and Signature, Address: ED ARCH t%1�5T°�l0 S ,-i�✓LG�j�G`t�' Q`�o�,�cHgF�G�'i. S p't.�wl •� �� ©�9 I t7 N .30177 f0—((pC52-7 Faocerad Prof"Oond ElWneers: tom•addsonal draft Y iieo r a1daltaq b apphatIML) Seal a�rd SigrWUM • Telephone: Fax Amw4f.RespmsdxU y.. \� _ Name seat .arid Address: Telephone Fax Area of Responsibility: Name' Seal and Signature Address • Telephone: Fax: Area of responsibility: 6.0 PROFESSIONAL CONSTRUCTION SERVICES. • 6.1 General Contractor Address: Telephone: Fax: Responsible In Charge of Construction: 7.0 CONSTRUCTION DOCUMENTS -to be prepared by applicant Item J as Applicable 7.1 Plans (Note 1 this page) Submitted Incomplete Not Required , 7.1.1 Architectural ✓ 7.1.2 Foundation 7.1.3 Structural • 7.1.4 Fire Suppression /IroT�S 7.1.5 Fire Alarm /vbT�5 ✓ 7.1.6 HVAC Mytdg ✓ 7.1.7 Electrical 7.2 Specifications 7.3 Structural Peer Review 7.4 Structural Tests & Inspections Program ✓ 7.5 Fire Protection Narrative Report V-� 7.6 Existing Building Survey 7.7 Workers Compensation Insurance 7.8 Other Documents (Specify) (Energy Narratives. etc.) ✓ • Note 1 Areas of Design or Construction for which Plans are not complete at the time of this application must be identified herein. Work so identified must not be commenced until this application has been amended and proposed construction has been approved by the Department of Public Safety District Building Inspector having Jurisdiction. f� 8.0 COMPLETE THIS SECTION FOR NEW CONSTRUCTION ONLY • For Existim Buildings Proceed to Section 8.0 Number of Stories above - Number of Stories Below Grade Grade- Story Height Floor Area Per Floor Total Building Height Total Building Area Above above Grade Grade Total Building depth below, Total Building Area Below Grader. , .. Grade Brief Description of Proposed Work: 8.2 USE GROUP AND CONSTRUCTION CLASSIFICATION (Newt Construction Only) USE GROUIW USE GROUP SUBCATEGORY " `CONSTRUCTION (�As applicable CLASSIFICATION A , Assembly A. AL3 A•4 1A B Business 1 B E Educational 2A F Factory F-1 F-2 28, H High Hazard H-1 H-2 H-3 H-4 2C Institutional 1-1 1-2 1-3 3A M Mercantile 3B R Residential R-1 R-2 R-3 4 S Storage S-1 S-2 5A U Utility, 5B Mx Mixed Use Specify, • Sp Special Use Specify: 9.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY For new cons ction cam 1 t sectl Addition Existing ,, 1 • Renovation Number of Stones Renovated Change in Use New Demolition Existing 2 2 Z Approximate year of +/ 'Area per floor (sf) Renovated construction or renovation of existing building New', add Descrri_ptioor of Proposed Work: t r 1 9.1., USE GROUP AND CONSTRUCTION CLASSIFICATION(Existing;BuIldings,Only)" ¢1M. Change: <. ., USE Group(ar EXISTING PROPOSED "CONSTRUGM01f • Use Hazard Use : Hazard ut 'CLASSIFICATION1 t1OW �01y>> Group Index Orroup Index nd d 0 asapptcapty t A Assembly B Business ' Bi E Educational 2A- ` - " F Factory 287 H High Hazard' " 2C' ' Institutional 3A. M Mercantile 3B R Residential q - S Storage 5A U Utility 58 Mx Mixed Use Hazard Index • Sp Special Use Modifier • Note: Include Hazard Index Modifier for Construction Type as applicable 9.0 CONSTRUCTION COSTS (See 780 CMR Appendix L) Total Construction Cost Building Permit Fee Check Number (1) =(1)x$0.001 3Z Z 10.0 AUTHORIZATION OF STATE AGENCY FOR AGENT TO APPLY FOR BUILDING PERMIT(when applicable) t, . on behalf of the audwxb trq State Agency or Authority, hereby authorize. to apply for the building pw mlt for project number, • Signal Date 11.0 SIGNATURE OF BUILDING PERMIT APPLICANT Name Signahke Date 12. Certificate of Occupancy required on completion of project? ✓Yee No Inspector's Notes: • PRE-CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER 2008.01.0100 PROJECT TITLE Rita's Water Ice—Tenant Renovations and Fit out PROJECT LOCATION 188 Essex Street, Salem, MA 01970 NAME OF BUILDING Museum Place Mall SCOPE OF PROJECT Interior tenant renovations and fit-out IN ACCORDANCE WITH SECTION 116.0 OF THE 6th EDITION OF THE MASSACHUSETTS STATE BUILDING CODE, I, David Michael Lieb,AIA REGISTRATION NO. 30177 BEING A REGISTERED ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ® ARCHITECTURAL ❑ STRUCTURAL ❑ HVAC ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ PLUMBING ❑ OTHER(SPECIFY): ❑ FOR THE ABOVE NAMED PROJECT AND THAT,TO MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND ALL ACCEPTABLE ARCHITECTURAL PRACTICES FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I, OR MY DESIGNATED REPRESENTATIVE, SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND WILL BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that 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 with the 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. I SHALL SUBMIT PERIODICALLY A PROGRESS REPORT, TOGETHER WITH PER41N�NT;CQMMENTS, TO THE BUILDING ECT NCH LIST ATTACHED TO N OF THE WORK, I S THERETO, TO HE S7FAL CR B �OMI PORT,WITH D ON AND THE PROJECT PUNCH READINESS OF THE PROJECT FOR OCCUPANCY. m No.301 SAL Signatu On this Lnday of rrvarr_r) 20LE, before me, the under ' ,�"i o. P blic, personally appeared llrx,»cA Li'eb (name of document s' roved to me through satisfactory evidence of identification, which were r ninp 11L to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of (his) (her) knowledge and belief. 4t: CL �3-� r,� (official signature and sea! of notary) My commission expires 1 C; I aGl Commonwealth of Massachusetts, In the Po ntylof . CSS-QX C?Documents and SaunBsUaAd Ueb�sklopWESSTUDIOSWRJECTSNMAMMVilas ceCJ Cool TReels\OD SEPinal Cl)n 3_21_2WBWMdavtlsWRE.onU lon.Md.vd-Rtla'sim.doc