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234 ESSEX STREET - KERR BLDG - BUILDING JACKET �-- , f 1 o { r � yfoe REPORT :ial Delivery Packages ' # pieces # pieces TOTAL a Ct'tp of *a[em, 4 aggatbuottz 3pubtic Propertp Mepartment Ouffbing Mepartment One balem Oreen (978) 745-9595(Ext. 380 Peter Strout Director of Public Property Inspector of Buildings Zoning Enforcement Officer November 8, 2000 Haim Weisman P.O. Box 44 Swampscott, Ma. 01907 RE: 120 Washington Street Dear Mr. Weisman: Mr. Strout and myself did an inspection of 120 Washington Street, Phoenix School on Friday November 3, 2000. We noticed the ductwork in the unconditioned space had no insulation. According to B.O.C.A. 2000 energy codes, this ductwork should be insulated (table 503.3.3.3) Thank you for your anticipated cooperation in this matter. Sincerely, Frank DiPaolo Local Building Inspector cc: Mayor Usovicz T Cttp of 6atem, Iflam5arbuatt. t � Public Propertp Mepartment JBuilbing Department One balem.green (978) 745-9595 Cxt. 380 Peter Strout Director of Public Property Inspector of Buildings �® Zoning Enforcement Officer October 11, 2000 Haim Weizman Autumn Realty Trust 120 Washington Street Salem, Ma. 01970 RE: 120 Washington Street Dear Mr. Weizman: On Friday, October 6, 2000, this department along with Salem Fire Department conducted inspections of the sprinkler, fire alarm and central station. At the same time inspections were made at the Irish Pub and the Taste of Thyme Restaurants. Both facilities were issued 30-day temporary occupancy permits. The following issues must be completed by November 7 to obtain the required permanent occupancy permits. 1.Itish Pub a. Remove plywood obstructing access to rear egress —on Barton St. side. 2. Main entrance to building on Washington St. Side. a. Extend sprinkler coverage as discussed on site. b. Sheet rock and fire tape all openings from common area to adjacent tenant space. c. Remove duct work that penetrates common wall d. Panic hardware to be installed on front glass door e. All equipment and debris to be removed from this area and area to be kept clear at all times. f. Exit signage to be installed above egress doorways. page two Sincerely, Thomas St. Terre Local Building Inspector cc: Joe Walsh Fire Prevention v (508) 744-7602 (508) 744-2282 ENDICOTT CENTER, INC. TOWN HOUSE SQUARE APARTMENTS 100 Washington Street Salem,Massachusetts 01970 April 25, 1996 Mr. Leo Tremblay Building Inspector One Salem Green Salem, Massachusetts 01970 Dear Mr. Tremblay: The Town House Square Apartments are located at 100 Washington Street, Salem, MA. The Zoning Code is B5 and the building is within the allowable 1000 feet from the City of Salem Parking Garage. Sincerely, ENDIC By L27 G,— "- Richard D. Anderson Trustee SS��'sd37 Q�Al3 j380 {ll� ,i I �iiC C.- Copy 1 CEQTIFI �E OF OCCUPANCY CITY OF SALEM . a) �i5 Permit p: a?°, f�a SALEM, MASSACHUSETTS 01970 C' of Satem 8uildin Dept. AFC/MINE°BN DATE JUNE 15 )g 95 PERMITNO. 277-199.51 APPLICANT ADEO CONSTRUCTION CO ADDRESS 13 COLUI^BTA DRIVE UNIT ` C1501 CENSE) (NO.) (STREET) CITY AMHERST STATE NH ZIPCODE 03031 TEL.NO. NUMBER OF LA PERMITTO ALTERATION I_( STORY FAST FOOD RF_STAURAIVT/M DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) __ ZONING D-5AT(LOCATION)��10T SJASH I1�16TON STREETS DISTRICT t (N0.) (STREET) BETWEEN AND (CROSSSTREETI (CROSS STREET( SUBDIVISION MAP 35 LOT 001BLOCK 301 s¢e 0010618 SO FT BUILDING ISTD BE FT.WIDE BY FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TOTYPE USEGROUP BASEMENT WALLS OR FOUNDATION TYPE) REMARKS, RENOVATIONS FOR MCDONALD' S EXPRESS RESTA URANT. L. E. T. AREA OR 75. 000 FEEMIT$ 455. 00 VOLUME ESTIMATED COST (CUBIGSOUARE FEET) OWNER f7l',1:.,.x.7077 f=i,' ER -'___. 2 -i,dU37 BUILDING DEPT. ADDRESS -iu DOX 2017 BY L. E. T i wnP crnnunl III 111V Pn RTTHFPF(1P PITHPPTPKAPnPARII VIP PFRMANFNTI V FNCRIACHMFNTR -A BUILDING CITY OF SALEM SALEM, MASSACHUSETTS 01970 PERMIT DATE 19 �_)5 PERMIT NO, 77-1995 - -F-H�11 i 'i ADDRESS _3 �_OLLJMDIA DRIVE i Nif 1501 2 APPLICANT �!l j IF�Jc ' ADD 1 — (NO) (STREET) CONTR'S LICENSE) crry2130H STATE ZIPCODE_ TEL.NO. I A S T RESTAIJRAN-r/m NUMBEROF 0 PERMITTO STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT(LOCATION)— DISTRICT B-5 (NO,) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LO SUBDIVISION MAS' :,--,5 LOT- 001 --BLOCK '=01 SIZE 21010618 SO. FT BUILDING IS TO BE—FT.WIDE BY—Fr.LONG BY—FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: REI\0VIW"10N.S '—DR MICDC�4A,_D99 EXP'RER-S LJRAT. L. E. T.IN 71 AREA OR Ul VOLUME ESTIMATED COST$ 75, 000 FEE PERMIT $ 455. 00 (CUBICISQUARE FEET) OWNER CENTER REALTY TRUST BUILDING DEPT. ADDRESS Rc)x - - .0 11 I BY— L. E. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS III. ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS,THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS. ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL INSTALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 'j legis Nt A 365 BOA F L qtt- t- L/ GAS INSPECTION APPROVALS FM'VEPT.INSPEATIJG APPROV4g&�j 'pK 15f4 1 1 7- OTHER CITY ENGINEER 2 2 V WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION",�* ll�f D INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE P1 CA REAR YTELEPHONE STAGES OF CONSTRUCTION S NOTED ABOVE. 6.2 T"Vltmvlv�f%ni Titg of *stem, AUSSUc4usetts lig Public Vrupertg Department Nuilbing Department (One Belem i3reen 508-745-9595 €pct. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer April zs, 1994 Roger Bresnahan Endicott Center Inc. 100 Washington Street Salem, Mass. 01970 RE: Windows Dear Mr. Bresnahan: On April 26, 1994 1 conducted a final inspection of your property located at 100 Washington Street . The building will receive a Certificate of Occupancy once the following conditions are meet. These conditions are from the Massachusetts State Building Code. Arti.cal I . Section 101 .3 # 1) The smaller windows of less than 6 feet will have the bottom sash screwed shut . 82) The top sash will remain operable per Salem Fire Department . #3) The larger windows of 9 square feet shall have the bottom sash restricted to open 6 inches only. Please contact this office when these conditions are meet and we will set up for a final inspection of your property. Sincerely, 1 \ 1ohn J. a ings , Local Building Inspector JJJ: scm Mtg of *Ulm Aussac4usletts t << Public Propertq i9epartment Nuilbing Department (One t3airm 6reen 508-745-9595 Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer April 28, 1994 Roger Bresnahan Endicott Center Inc. 100 Washington Street Salem, Mass . 01970 RE: Windows Dear Mr. Bresnahan: On April 26, 1994 1: conducted a final inspection of your property located at 100 Washington Street . The building will receive a Certificate of Occupancy once the following conditions are meet . These conditions are from the Massachusetts State Building Code, Arti.cal I , Section 101 .3 # 1) The smaller windows of less than 6 feet will have the bottom sash screwed shut . 112) The top sash will remain operable per Salem Fire Department. 113) The larger windows of 9 square feet shall have the bottom sash restricted to open 6 inches only. Please contact this office when these conditions are meet and we will set up for a final inspection of your property. Sincerely, )oh n' J e in gs Local Building Inspector JJJ: scm THE MASSACHUSETTS STATE BUILDING CODE SECTION 2203.0 SAFETY GLAZING 2203.1 Human impact loads: Individual glazed areas in hazardous locations such as those indicated in Section 2203.2 shall conform to the requirements of the Annotated Laws of Massachusetts Chapter 143, Sections 3T, 3U, and 3V, as amended,and shall comply with the ANSI Z97.1 Standard listed in Appendix A. The requirements of this Section and Sections 2203.2 and 2207.0 shall apply equally to replacement glass and new glass installation. Additional requirements as specified in Section 2207.2 are to be satisfied for glass used in locations where the hazard is of a continuous nature, such as glass enclosures for sporting activities as identified in Section 2207.1. Polished wired glass used in required fireresistance rated assemblies shall also comply with ANSI Z97.1, listed in Appendix A. Plastic glazing shall meet the weathering requirements of ANSI Z97.1 listed in Appendix A. 2203.2 Specific hazardous locations: The following shall be considered specific hazardous locations for purposes of glazing. 1. Glazir.a in ingress and egress doors except jalousies (see Section 2201.4 for jalousies). 2. Glazing in fixed, sliding or swinging panels of sliding or swinging-type doors (patio and mall type). 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing, operable or nonoperable, in shower and bathtub doors and enclosures with a horizontal edge less than 6 feet above the room floor level or less than 70 inches above the compartment floor. 6. Glazing, operable or nonoperable, adjacent to a door and within the same wall plane as the door and;whose nearest vertical edge is within 12 inches of the door in a closed position and; whose bottom edge is less than 60 inches above the floor or walking surface, unless an intervening interior permanent wall is between the door and the glazing. 7 Glazing'm fixed panel's having a glazed area in excess o 9 s urq f the lowest edge-less than 18 inches above the-finish oor leve or I walling.surface within 36 inches of such glazing. In lieu of safety glazing,' sikh glazed panels shall be protected with a horizontal member not less than 1'1/2 inches inwidth when located between 24'inches and 36 inches above the walking iurface. 8. All glazing in railings regardless of area or height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 22.4 780 CMR - Fifth Edition THE MASSACHUSETTS STATE BUILDING CODE 100.5 Specialized codes: Specialized codes, rules or regulations pertaining to building construction, reconstruction, alteration, repair, or demolition promulgated, and as amended, from time to time, by the various authorized state agencies shall be incorporated in this code. The said specialized codes, rules or regulations include, but are not limited to, those listed in Appendix G. SECTION 101.0 APPLICABILITY 101.1 General: The provisions of this code shall apply to all matters affecting or relating to buildings and structures; and shall apply with equal force to municipal, county,state authorities of or established by the legislature and private buildings and structures, except where such buildings and structures are otherwise specifically provided for by statute. Exceptions: 1. Unless specifically provided otherwise in this code, all existing buildings and structures shall meet and shall be presumed to meet, the provisions of the applicable laws, codes, rules or regulations, bylaws or ordinances in effect at the time such building or structure was erected or substantially altered. 2. In cases where applicable codes, rules or regulations, bylaws or ordinances were not in use at the time of such erection or substantial alteration, the provisions of Section 104.0 of this code shall apply. 3. In cases where the provisions of this code are less stringent than the applicable codes, rules or regulations, bylaws or ordinances in force at the time of such erection or substantial alteration, the applicable provisions of this code shall apply,providing such application of these provisions does not result in danger to the public as determined by the building official. 101.2 Zoning restrictions: When the provisions herein specified for structural strength, adequate egress facilities, sanitary conditions, equipment, light and ventilation, and fire safety conflict with the local zoning bylaws or ordinances, this code shall control the erection or alteration of buildings. 101.3—Matters not covered: -`Any requirements essential for structural,-fire-or- r— saa iary safety of an existing or proposed building or structure, or essential for the [safety of the occupants-thbreof, and which is non'specifically covered by this code, --- shall be determined by the building official. The State Board of Building Regulations 'and`"Standards_ (hereinafter referred to as :the a BBRS) and the 1-2 780 CMR - Fifth Edition y 9 CERTIFICATE ISSUED V� DATE Aril 26; 1904 Q( `' CITY OF SALEM 9`\ SALEM, MASSACHUSETTS 01970 BUILDING PERMIT CERTIFICATE OF OCCUPANCY T��q DATE DEC. 4, 19, 9�'y,,M,�µ�xP^ERMIT NO. 542-91 APPLICANT �r Bresnahan ADDRESS 100 Wash�tAn `St• nvm�'T'T'IN0.1 niaclilujo (STREETI ICONIR'3 LICENIEI NUMBE�3E[,TMT� C 6 PAIL & Vl++lwf+7 DWELLLRING UNITS OF PERMIT TO RF3QOVATICNS 1_1 STORY I1 vI[ OF IMPPOV(ME xil 'MO. (PROPOSED U9f1 �C Siiipyry Fl WARD ZONING B-5 AT (LOCATION) DISTRICT P 1x0.1 ISL R[ETI - ' BETWEEN AND ICROIS SIRLLTI (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE P., FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ITvvEI CQMLLTION ( F SPRIM= SYS=, FIRE ALARM, ELDCTRICAL WMX, HMTIM SYSTEM, REMARKS: BUILDING-A-ULA) IM) CALL MR pE MIT M OCCUPY 745-9595 $ AREA OR VOLUME Eri&cbtt Center,3o1W:L[T I ' se+ISF'udrnd'woe'rlde+lswloendt+ldc'IIo3'�drLlde'rlsc'n rwnolns OWNER TO BE POSTED ON PREMISES161 D.H.Cabot x, er1y,AA SEE REVERSE SIDE FOR CONDITIONS OF CERTIFICATE H ADDRESS r� €„ DEPARTMENTAL APPROVAL FOR CERTIFICATE t of OCCUPANCY and COMPLIANCE To be filled in by each division indicated hereon upon completion of its final inspection. "i BUILDINGS Permit No. s42-9I E' Approved by John J. Jennings Date 4/26/94 Remarks 3$. 1A PLUMBING Permit No. f' A4 2? 94pproved by Dennis Ross Date / / Remarks f f ;- ELECTRICAL Permit No. Approved by Date i' Remarks 6 OTHER "ire Permit No. Approved by_ Norman T.aPo.inte Date 4/25/94 Remarks i OTHER Permit No. Approved by Date Remarks e �. Y BUILDING PERMIT JOB WEATHELfAfo DATE 4* 19 1 PERMIT NO. APPLICANT Roger Bromahm ADDRESS _1 Lvju� ("0.) (STREET) (CONTR'S LICENSE) NUMBER PERMIT To MOWICM IN OFUN _ (_fh STORY RMM A OMM OWE UNG ITS (TYPE 01 iMPROVEMENTI NO. (PROPOSED USE) ZONING 8-5 AT (LOCATION) DISTRICT ISO.) ($TACETI BETWEEN AND (COOS. STRICT) YiT -(CROSS 5TRZETI LOT SUBDIVISION LOT—BLOCK SIZE GUILOING IS TO BE FT. WIDE BY—FT. LONG BY—FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE _USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) IMMUMCH OF MWMM 9M0% VM KJAMS, NA=01, WMtK, MTM SYSON, REMARKS: i ow we Bulmna! CAM HM PUMT TO CCMM 745-9595 VOLUME OR 1"#000000- PERMIT 725.00 OL UME CUBIC,SQUARE FEET) N ESTIMATED COST $ % --FEE s OWNER Enacftt cmtert 1w. I -A�C- dloavw�_ r6l com Me novelflyom 01915 BUILDING DEPT. D.11 ADDRESS By INSPECTOR OF TUILDINGS THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET. ALLEY CIS SIDEWALK OR ANY P4RT THEREOF. ETHER 7HEk TEMPORARILY OR 10. HE PR OPERTY NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CpOE_M,U$T_ BE-AP- :6RftlMl ED NTLY iE EN CROACHMENTS ON PUBLIC L EY GRADES As W E LL AS DEPTH AND COCATION OF RU_6LrC7SZVftRS MAY SE-65TAINED a Y THE U I SOICTION, STREET OR ALL G FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL JAPPROI I I PLANS MUST BE RETAINED ON JOB AND THIS WHERE HERE A PAPILEICABLE, SEPARATE INSPECTIONS REQUIRED FOR CARO K� ALL CONSTRUCTION WORK' KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS RED VIREO FOR TELECTRICAL, PLUMBING AND 1. FOUNDATIONSMADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE. MECHANICAL INSTALLATIONS. PRIORt. TO COVERING FOOTINGS. NO OR 'OOT" 1�.FIIN. STIRLHi QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL Me MBERS READY TO LATH). FINAL INSPECTION HAS BEEN MADE. S. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 F c 2 2 GASIN SPECTION APPROVALS FIRE DEPT. INSPECTING APPROVALS 'd:4!s'1favw I OTHER CITY ENGINEER 2 2 A-- WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME MULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPE: DR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. OR WRITTEN NOTIFICATION. PERMIT IS ISSUED AS NOTED ABOVE. I CSS Architects Incorporated Corporate Place 128 Audubon Road,Building 2 Post Office Box 1460 Transmittal Wakefield,Massachusetts 01880 (6171245-8400 TQgo t I 1 . ,. DATE I q 0 JOB NO. i eyrt O a e V�I' ATTENTION \ /; [/\ BE ? V V� /A 9q,1 evL KA WE ARE SENDING TO YOU: ❑ Attached WE ARE RETURNING TO YOU: ❑ Under separate cover via V, �ICZ41. d C20V1(4?0 COPIES DATE NO, DESCRIPTION W Se �e �qW 14 THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For your information ❑ For approval ❑ As requested ❑ For review and comment ❑ REMARKS COPYTO SIGNED: s AMERICAN X ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT dduI Project: DateH P Project No. : Temp. ., �� Weather: 4.1ZV/ Rpt. Placement Location : P0. .'` �G'd^'2 Required Streng- th (psi) Contractor: Concrete Supplier: ZG/7i+•> t x Mix Proportions - 1 Cubic Yard - Dry Material Amount Source - Cement (lbs.) Fine Aggregate (lbs. ) Ci Coarse Aggregate (lbs.) Water (gals. ) .d _ ✓"..7 y m Co z Air Entraining Agent (oz.) m C Ln +n1 ,Water Re using Agent (oz.) -6t�her Field Test Results 'N' Max. Agg. Sizer Temp. : '" Mix Duration: ( �' yr Slump (in.) : Cz Air Content ($): Plastic Unit Wt. (pcf) : -- No. E Type of - S Storage i = Specimens Fabricated: 3 & r d -t- Location : l Required Strength (psi) 3Uc^c; Jam% 1 Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da s Remarks : j t _ .aa Samples Fabri- sated by : App' X12 B. PONTOUIErilp i' c AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: -.-- c7 Date: Project No. : � i�O Temp.., Weather: .. Rpt. No. Placement y - Required Location : : ocation : Stren th ( si) ContractorlG '--� R Concrete Supplier: Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (Ibs.) Coarse Aggregate (lbs.) Water (gals. ) Air Entraining Agent (oz.) Water Reducing gent (oz.) ther Field Test Resultsf Max. Agg. Size: 3/ Temp. : �. Mix Duration : Iti9 flRL.; Slump (in. ) : S �j' Air Content($): Plastic Unit Wt. (pcf) f No. 6 Type of _ ,GT I Storage -Specimens Fabricated: Location Required Strength (psi) I Results Specimen No. Date Tested 3 day 7 day 14 day 28 day s6 da ;) En Sue Ili,l� �t; ,+ Remarks : Samples Fabri- ` sated by: / �/ APprove0 L"_IAN G. Ib CHTGOLNER'd, T U E 1•E. ] 3 r' H r=r , F_ TE: L D G S U F F L 'Y :/; I F © 1 r 17 247 1%1 .533 0 1999 15.4E FURI'IAtd {-UI IDEF EJB Uh n rt//,. � r/( �l(/ ✓ n '��r)rn \� rf j/ l+ ,t.. f{�(1'n/ '�tt@\�;'.',:I /�n tl�Yn p,"1/I,IJP' Tr ,!` lI t lqu,A`\\ ll/j��\\`1� c 1r7,•/�� ,.� :�:.�.1fr�-,£�' �,��y�\\, ((�'At". -"';.sT \1�+�� tlu ��'l/� q,�",IL�t�'• b�� rr� 1�+� 't� ♦ �\Y� � �11�.�� .� R�. � 1r� r 1 i�.'f, Ci�INd 1 cv \44Hificafr o tnimt TO WHOM IT MAY CONCERN; ikt;/ rN This IS to Certify that the 1ufr,ber and/or plywood In this InVplce No..j,� been pressJra trea!ed in aCcordarca with conditions outtired In American Wood- Preservers' Association Standard C20 (Structural lumbar—Fi(e-Retardant Treatment By 5 \ f pressure Processes) and/or C27 (Plywood—Fire-PWardent Treatment 6y Pressure I 4� t�+ Pioeeyses). Results of treatment shall be as stipulated in paragraph 2.2 Performance Platin;--•Material shall have no q+ea'or !tame spr96d than IIS when tested PA ac.ordsnce "•/ a,rl,. with ASTM E84 and when the test Is extended to 30-minute durallon It shell have no 7nlip i �t greater flame spread than equivatont of 25 and no evidence or iipnlf!eant progressive R q1l combustion ! ¢° U.,5 '); The fire rolerdant used in this treVrnenl is ceriiiied to be 03MOSE FLAME PROOF LNG, Sold to 1�-I-P�CE3� ( Al r, A 1. tt t -: t. �hippod to WI I Vim ue� Contents tt -. P' w<r d� �* �/� the above is 1 I ue And valid sialemen! w , 9/lllrrryluN t r S 9 ev .. a.. ,_nil;A� (f�,M1Sl�w ifs ` I .. - lr�� , li r;1, e r't't' «' ro � • �Hl 11 �r , a 0704 r DhILy VH.IE�R� I�Ou d54 PLANT JptiA,., .. ..•..�� .L? .. P �r }. \� ! ATOA� / Sworn to and Svisscr, d before rnif �y ,� � � �/�}/� /�.��•+'' _r r ...dey of. !, hit",. .__, n the Glly of �"b I L �111i1Nr r .� � �I Ih's .. ' / . c al ll 1 1 YhIf , V n / � T If vmca2lup •/ r7 ll '- .." ,!, r � rry'�i�f �l '� � •� hr• � a �( jy1A , ,. I l ,• 'J 1 yr,eJ', iy-� ' ( 1�\\lf)rl� n •. r, �`:."a,��IAAr✓�lyt' l �Y<��/t/h CLi.rd} ` `. l 4l�a''. Urh... a^t�^��-�rrr!''atii.,, Vt� '`rrr +h ,7 s�. 4'!i/l I 'e4 „lr U\ ; �� :„s r.^�._�i`."^ "^�.._�.�!_ _:.L._...^...- �� "' 11�,� �4.• I a+. .,,,r �r • act 1 I Y •9TFa "Q F+�R__ P-. O 1 _ r _ _ .� _ _„,p, e._ TRANSACTION REPORT f j = I • I SENDER PAGES NOTE 61754-76519 1 OK -------------------------- ----------------------------------------------------------------------------------- AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project : G� SALr':r-i Date: Project No. : < • ,4, Temp. ,: 1 Weather: :"' ( , Rpt. No. Placement ed Location : Strength (psi) Contractor:G,.�qr,,1,,,2 Concrete Supplier: Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement Fine Aggregate (lbs. ) Coarse Aggregate Water (gals. ) Air Entraining Agent (oz.) �m Water Reducing Agent (oz.) �iRi Other a„ m Field Test Results Max. Agg. Size : 3/y Temp. : _<, Mix Duration : Slump (in. ) : ! , Air- Content (%): Plastic Unit Wt. (pcf) INo. & Type ofc r Storage S ecimens Fabricated: C i z. _ 3 t Location : . Required Strength (psi) Results Specimen No. Date Tested 3 day 7 day 14 da 28 day 56 da i4 />),+ i3 L 38Yv Remarks : Samples Fabri- cated by : ;.:�. APPrjp' .eCF.,- a w. E CCj Fa:EEY� P-E. AMERICAN •" ENGINEERING a TESTING. INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: G Date: Project No. : Temp j--ei Weather: �r. y Rpt. No. Placement �� - Required -3 �;,au,� Location : �' Strength (psi) : Contractor: L �k 6c� rZ1 Concrete Supplier : if&v r Mix Proportions - 1 Cubic Yard - Dry i F Material Amount Source Cement (Ibs.) Fine Aggregate (lbs.) Coarse Aggregate (lbs. Water (gals. ) 1 i Air Entraining Agent (oz.) Water Reducing Agent (oz.) Other Field Test Results Max. Agg. Size: , Temp. : JT� Mix Duration: Slump (in. ) : S % Air Content I%): Plastic Unit Wt. (pcf) No. S Type of . ;c.T Storage 5 ecimens Fabricated: Location: Required Strength (psi) 1,„ : •_; 3/r i • . Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 7ua olp i , 'I r � i � /LJ Remarks : Samples Fabri- cated by: Approve lL"_6{8569 B. 1t'FFT6CGAERYs -F bUIRULU I I I Ab6UUTA I t0, Ilvli. P%M%. l I =%. 1 0 282 ESSEX STREET SALEM, MASSACHUSETTS 01970 817-744.8880 DATE: 6/15/89 FIELD INSPECTION REPORT NO: 5 PROJECT: #8771 - Building No. 2 CLIENT: Jefferson Trust LOCATION: Lori a em MA 01970 284 Canal Street CONTRACTOR: Strout Brothers Salem, MA 01970 WEATHER: COMMENTS: 1. Bituminious concrete to be installed June 16, 1989 2. SpeeDee Lube completed. 3. Mad Hatter completed. 4. Gutter installation started today. 5. front Sign installation started today. � m rq,< Ln n D S � VIP — 4e 00 CO cc Salem Building Inspector FIEL PORT SIGNED: R.L. Scagliotti t. F I E L D R E P O R T ABERJONA ENGINEERING INC. March 15, 1989 #88017 ONE MT. VERNON STREET RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Cloudy/60 @ 9 : 30 a.m. Present: Dave Moulton - Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) The existing spandrel beams and columns have been partially exposed. The method of removal of the existing second floor spandrel beams and offset columns was discussed. The existing conditions were field measured and sketched. Dave Moulton relayed a request of Carl Dumas that the new W10 X 33 columns shown on our plans be replaced with a combination of the existing columns and new 10 inch channels. Although the required splice would be complicated, the savings in shoring would be significant. Lawlor has requested that AEI design and sketch the required connections. SUBMITTED )4 4h^ L TkI Richard A. Smith, P.E. cc: Carl Dumas, Lawlor Construction C" V7 n N t1J G O g Cs N J M-J Z_ V h Q tat J P d'0 © J H j M/aNSl�RD BEYOND S7-PNOARO ) EEL 57UO (4 SSC/G OR EOUIV, SPLICE �,` AT n�RNS/aRD aEMO✓E (E ) CORNICE FLASHING 1/aNSARO r-R'6, toRN cE RRME D TO EOHC3 (E1, H ) BEYOND HERO TEK SCREW3/ / NEW LZx Z c I ee Ga. K 3"SCIZEWEO ro EACH PRA/`1C $ TO NEW Z x 8 NEW 2 x $ m i '�" - i NEW A4'14 THRU BOLT moi, or-, �o i NE EH. SIDE m � i J � 1 ci M/9NSRRO 7-lgnCK (BEYONO) SCREWED TO EACH (E) CORNICE FRAME ,!� (E ) CORNICE FRAME , (E ) METAL CORMCE REFER TO SECTION (Di 3O ON SNEET /?-!2 FOR /BOO/r/OVAL 1NF0. AEERJONA ENGINEERING INC. ENOICOIT CENTER RT 10/211, 1:Oo TOWNHOUSE SOUPRE ,.�M„a.a...„4.�..,..°..�.. ,.a.,b. SALEM , MA. EX1671NG CORNICE _ SKS4/4A F I E L D R E P O R T ABERJONA ENGINEERING INC. March 27, 1989 #88017 ONE MT. VERNON STREET RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Sunny/60 @ 1: 30 p.m. Present: Tony Ianello - Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) - The existing roof is being removed. Care must be exercised to protect the existing walls to remain. - The existing metal cornice near the top of the exterior masonry is poorly attached due to weather damage and its original construction. A detail for its reattachment will be supplied by this office. - Any field altered connections must be welded all around and approved by this office. - The new perimeter angle bolted to the existing walls must be bolted on each side of any existing masonry openings 1'-0" from the edge of the opening. - All epoxy anchors should be inspected for proper installation. SUBMITTED�ZiC'14A-LO '`/ `PYX IT Richard A. Smith, P.E. cc: Carl Dumas, Lawlor Construction 01 N � N r ,a W "¢ p CD .7 W C7 N ::-j Z 4:)o W Q 0 W� lL } m � I.- Z3 v WNER ARCHITECT'S OiRCHITECT FIELD REPORT C0N5ULTANT AIA UOCUMUNr G'TI FIELD ❑ �C. PROIECT:—FL-0- �i^414w4 e` 1 pati �"eFIELD REPORT NO; :5,10.-4 CONTRACT: ARCHITECT'S PROJECT NO: �L73•� DATE Z� '$� TIME �Z hoe•+ WEATHERGIpV 7 V n TEMP. RANGE EST OF COMPLETION 3 /p CONFORMANCE WITH SIADULE f+-. WORK IN PROGRESS PRESENT AT SITE 0r-,IV I o law ! 1� \�L GiA �. �.l yam{ 0"1.26`—, 1 �}, 6115 w\.Ir� �.�. Y3¢on, u�"`' 1oP'+ ri�1 .�.+..e.<1•..Q j l�c.,.d bur,-..,� 1_1 — Ci a'�u.'S Fvu F, �l O a .•r 51 aur - 2 OBSERVATIONS H- y b • �.,.1 14 Xo w S c..•-E, a�'� i-er ►•�� ¢L\ a1� IS'} .a r. � e} Z o r W 1 LDW Z: `�-- W.I w PI, 1}�, LL 4 L O 1:6e �.P I...0 U•G� T^."O L.. l.�L is l l+ I'. DO 'V%->•'•��>1 q •'y1Q�k^/ O 1•J I s `1<•_4 1..2 V T^I C2� VG V G. �i 1^'1 t Ci0 4 `^�� I I C�J1 � l Zl"Pt s 1 Y7 C2•.•�� G ., l.Ja I m �4 —✓O.0 4S t C .. :�_ �y'�Pn 1 I I Ino •1•� : � 41^y'T �1`�•� {•¢-w.J�G l'w.t:� 4..1.E d Y1 ll.+"'� 'e•k O 5 u ^Q O a Ll 1 t)./14 U2. u 1 d .•e r 14 e� d F-•2.I ti ,rte. n e (Cu V- ITEMS TO VERIFY ,� L• S w<J.a'I• �< u-a �e.. I'ae t., �4 S S 4u OLJ �ctA 4\ 4 �� 1 o4ciG iL,4p e*� L^ 4Su,v_ F,O �O CIA Go •�C�G ` {)�OeS G1vML CQ /'1 / t � J 1 INFORMATION OR ACTION REQUIRED II/ �a7 � �}'� `� ISR 4_��<t �' SPS r.L.•w tj - ATTACHMENTS 4, i e • L REPORT SY: AIA DOCUMENT 6711 • ARCHITECT'S FIELD I SPORT OCTOBER 1972 iDITION MAP •J 1W2 THE AMERICAN !NSTITLTE OF \RCHITEC75-7775 NE%V YORK AVE- NW, WASHINGTON. D.C. '006 0.1RP uI pa C� 1 Or yI�� \` I E L D R E POR T ABERJONA ENGINEERING INC. '�AYB j ay 5, 1989 #88017 Y� ONE MT. VERNON STREET 109 Endicott Center l.1rW" P.O. BOX 215 0 g• Salem, MA WINCHESTER, MA 01890 eel may Cont: Lawlor Corp. 617-729-6188 d, Owner: Urban Dev. Action Group Weather: Fair/50 @ 7:00 a.m. Present: Bob Hansburger - Lawlor Paul Regan - Regan Weld. CSS Architects Alan Vitukevich - AEI P.O. Box 1460 Wakefield, MA 01880 ATTN: John Savasta (THE FOLLOWING WAS NOTED: ) Visited the site to review conditions at 2 existing 5 X 5 C.I columns at Washington Street - col. line 4.7. The southerly column is continuous and extends to the beam at the new fourth floor. The northerly column extends approximately 6 feet above the new 2nd floor. There are 2-6 inch I beams w/pipe separators that extend below the masonry pier and cannot be removed. It was decided to add 6 inch channels at each side of the CI columns. The channels will be laced with flat plate or angle. The channels will be tied back at each floor level on the southerly column. —e northerly column will be tied back at the second floor and third floor. In order to bypass the cap plate, angle extensions will be added at the top and a flat plate placed on each side of the masonry, bolted thru, then tied back to the third floor perimeter beams with angles. See schematic drawing Sk505A attached. Paul Regan questioned how existing offset columns at grids C.2 and C.8 were to be handled. The exist. columns are to be removed and replaced with new W10 X 33 columns. W10 X 33 columns are not on site! Existing beam at present third floor must be shored. Paul Regan told to add additional tiebacks along Washington Street elevation @ all levels. Many wall areas between grids 3 . 1 & 5.5 have inadequate tiebacks to new steel frames. Work in progress at this time included welding down floor deck at 4th floor. Joists and deck stacked at 5th floor level but not in place. y SUBMITTED 6&1 LL L�� `t Alan A. Vitukevic , P.E. w Q � CD zr w� C-D C aw D co VN -� LU LL o cca CPF- JOB 6v0/CO 77 G7?,,/!5 � a M ABERJONA ENGINEERING, INC. SHEET NO. —^ hoc aa One Mt. Vernon St. P.O. Box 215 CALCULATED BY V17r DATE WINCHESTER, MASSACHUSETTS 01890 (617) 729-6188 CHECKED BY DATE SCALE �w 'BonoM o!L n/C1N -74 W/ &CO t Z XZ x e w�ct� 70 _ Be�tM . x�5t .... FLF /GGz �XrSr .. Z' �. �e . V.'1 KX I r i :19.....5/1 .. _ L�/sT 8M CREINOYC ,.. l f / fF _ ... .. LIV, eoc (2AI r .rgk 2K __' Y / 70 Gtos WE w Cas .... New CCO,e 8,s'.. S'79• 5/-00- _ _.. .... . _.. .. ...... .... .. ... ` T/4 STN:.061Vv r vs.... ..... )// _ 4.7 _G2K2X�� w 7v NEw....BE,?Ms.......... _C G .... eLEVA7-10A I OF 25,9 5 ..C2 C01-0M iJ5 . iIMUIIR N+r ryCgg;inA.Uwpn Vm Oln�Ie O.a,M1U+f Tpl EAEf�F6II5® f r 3ULLOIN0 IJFi''( Rio ld; 13 30 AM 190 RE0VIVED Architecture Planning Interior Design CITY OF ax".L0,DABS, 12 February 1990 Mr. William Munroe Building Commissioner C .._ Building Department One Salem Green Salem, MA 01970 RE: ENDICOTT CENTER AT TOWNHOUSE SQUARE, tE'ssex and Washington Streetl :Salem, MA ` � S Dear Commissioner Munroe: This letter is to inform your department that CSS Architects has not been performing the construction controls as required under Section 127 of the state building code since October of 1989 because of the contract default between Urban Development Action Group and CSS Architect. We have not been retained by the present Owner to continue these services and we therefore request that CSS Architects be withdrawn from your records as the Architect of record commencing from October 1989 . We also wish to inform you that CSS Architects shall not be able to perform the requirements of Section 127.2 . 3 as required by the Architect of record. If you should have any questions regarding the above please call at your convenience. Very truly yours, CSS ARCHITECTS INCORPORATED John J. Savasta, AIA Principal CC: Donald Burnham, Urban Development Action Group Samuel Byrne, Bank of New England Jim Santos, Salem Building Department CSS Architects Incorporated Corporate Place 128 Audubon Road, Building 2 Post Office Boz 1460 Wakefield, Massachusetts 01880 617245 8400 Ileal Estate nIVERSIFIED Semrices,Inc. November 17, 1989 n Captain Robert Turner, Fire Prevention Officer Mr . Bill Munroe , Building Department Mr. Jim Santo, Building Department m Mr . Norm LaPointe , Fire Inspector CND a Mr . Dennis Ross, Building Department < �, Mr . Paul Tuttle , Electrical Department ~ rn Gentlemen: N � You probably now know that I have reached an agreement with the Bank of New England. That agreement includes the transfer of ownership to a subsidiary corporation of the Bank . Now that control of the project has passed from me, I wanted to be sure to thank all of you for the great job you did in working with the project. Your cooperation and understanding of this development was well tempered by your concern for the public welfare and safety. At all times, even when we were dealing with some of the more difficult problems of the project, I felt that you treated me and my company with fairness and professionalism. All your various departments served the city well, but not at the expense of the developer . I simply liked the way you folks went about things and I enjoyed working with you. Again, please accept me appreciation for your efforts and my apology for any extra work or concern that the stalled project has caused you. If you have any questions on the transfer of ownership, please give me a call at my Salem office. �ncerely, Donald R. Burnham President DRB/keg 8 Front Street, Salem, Massachusetts 01970 (508)741-1166 c �! y" CERTIFICATE,ISSUED DATE April 25. 1994 ,a4D 9 SALEM. MASSA HUSETTS 01970 BUILDING. PERMIT - CERTIFICATE OF OCCUPANCY DATE October 26 93 475-9T. IB PERMIT NO: APPLICANT BIBSncIIRI'1 COn$CZnCC1J❑ 1n0. ADDRESS P•O. %50'K 2011 1030 1X0.1 (S.TRE[TI (CONTA'SLICENSED PERMIT TO Alteratious (_( STORY We 1.lin? NUMBER OF 73 Ilvlf OF INP4DVEMExl1 DWELLING UNITS 'x0. IPPOPDSEO USE) AT-(LOCATIONI 1010 wa3ninjLun .War's _` ZONING B-5 INOA —DISTRICT BETWEEN- Nashingtor ANDLS`$e ' 'CROSS STB[F'T) - ' ICRO33 STREET) SUBDIVISION"' - LOT BLOCKSIZE - LOT BUILDING IS L-0 BE FT, WIDE.P., FT. LONG BY FT.-IN HEIGHT AND SMALL�CONFORM-IN CONSTRUCTION TO TYPE - USE GROUP BASEMENT WALLS OR FOUNDATION ITVPEI REMARKS% +.OL.3tuct, 33 unit (residential) ' AREA OR {q�F{�••EIY�^..1 ,t VOLUME 111,E Pll RE,In �y�'+I•\p$`EpVya•.1{71YY1 C.BIC 30014E FEET) OWNER Efld'COtt Renitq mrnsL - +Dri-rD��rewrorNn.'Frowro'EDbe.TDo�YIoe�N oe�EDoe'NotFDs�roe'FDo TO BE POSTED ON PREMISES ADDRESS I( i,` ''Pshin2,on .Street Salem, Plass. SEELftA%(grSS SI QE2F®SODIIDIT IONS OF CERTIFICATE I —•DEPARTMENTAL1APPROVAL FOR CERTIFICATE of OCCUPANCY and COMPLIANCE 11rT.o be tilled in by each division indicated hereon upon completion` of its fiaaI inspection. I � I � � I � 479-93 p ;=BUILDINGS Permit No. j Approved by John J. Jennings Date 4/24/04 i Remarks PLUMBING Peimit No. DennisRoss i 4/22/94 Approved by, Date i Remarks ELECTRICAL I Peimit No. Approved by Paul Tuttjle Date 4/22/94 i Remarks OTHER F'.re Permit No. Approved by_ Norman.TaPointe Date 4/25/94 Remarks OTHER Health Peimit No. (Approved by Pablo jValdez Date 4/25/94 Remarks Q � 0 BUILDIWG - PERMIT JOB WEATHE� C o DATE ®CtOOar �PA IS 9i PERMIT NO. l j - APPLICANT BrBBndABSI Construct SOH ilic. ADDRESS P.J. $D4 10,11 1VJt: (N0.) (STREET) (CONTR•S LICENSE' PERMIT TO Altarationn I_) STORY 1301411 ing NUMBER OF —DWELLNG UNITS , (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 1 O `e.sahington !-P . Ward : ZONING DISTRT (N0.) (STREETI BETWEEN ';^-'aaaln; ton AND i:.'aDC.& ICROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) Cow;z0,.:i .33 VOiL ?..:dfN lLSC1:1t Ss1) REMARKS: 1{'T''Tf / VOLUME Call for Permit to CCC'U l ESTIMATED COST -x7 `L.30 FEEMITp SY 1 ••7.5+'I �CJSIC/SQUARE FEET) J OWNER 'end iCCL'. 11:0.'1 i.L'j Truu:. ADDRESS IL-C! kA9 t1M1;..L'RJ:I :>tr"i. ALaj. Maj. BYILDIN PTS L - J. J@TiOLC)(t6 THIS PERMIT CONVEYS NO RIGHT. TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PAPT Tl E EOF. EITHERJ�PAR&Ig6LY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY. NOT SPECIFICALLY PERMITTED UNDER TH BUILDIN.Q2 S MUST BE AP- R BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATfDTIAOP"PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS C ARD KEPTPOSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 3. PRIOR TO COVERING STRUCTURAL QUIRED,S VCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERSIREADY TO LATH). FINAL INSPECTION HAS BEEN MADE. S. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ' �1,s o o�/ s 77 OwAel�,�� 12 0 � y— oil q12//9 BOARD OF)HEALTH GAS INSPECTPON APPROVALS FIRE DEPT INSPECTING A PROVALS lc� F4 OTHER CITY ENGINEER 2 /� _ 1 2 �. /I� WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. p "ec} i CITY OF SALEM, MASSACHUSETTS PLANNING DEPARTMENT 4g. f � WILLIAM E.LUSTER _ ONE SALEM GREEN City Planner ' 01870 (508)745.9585,EXT.311y, ' FAX(508)7443918 December 17, 1991 Mr . William Munroe Inspector of Buildings One Salem Green Salem, MA 01970 Dear Mr. Munroe: In regard to Endicott Center, please be advised thatL the;7Salem Redevelopment Authority has approved the temporary use d'€`,plywood o to cover the exposed columns .on the building located on the ddrner of Essex and Washington Street. The plywood is a temporary measure and will be rep}Kaced=with granite slabs, as called for in the approved plans, �onca; the granite material has been cut and delivered. The owners offthe building are estimating an April delivery date. Thank you for your consideration in this matter. Sincerely, lliam 16a Wim r i1 City Planner jm\kl\munroe cc: D. Harris 'g V 4A LAWLOR CORPORATION BUILDERS-ENGINEERS 407 MYSTIC AVE., SUITE 34B, MEDFORD, MA 02155 TEL. (617) 391-2715 FAX # (617) 391-1281 June 21, 1989 L City of Salem Building Department �^"rn m o One Salem Green m rn Oo F. Salem, MA 01970 w rn w c Attention: Jim Santos, Building Inspector no Cn C�; RE: Eaton Apothecary V1 Endicott Center Gentlemen: This letter is to inform you that all Salem City Inpsectors for plumbing, electrical, fire and building have signed off the rough inspection for the above referenced project. All trades presently working on this project are following the building code requirements for the City of Salem. our superintendent, Mr. Robert Huntsberger is monitoring the progress of each and every trade to ensure that they comply to these requirements. We will contact you forty-eight hours prior to the completion of the work to schedule our finish inspections. Sincerely, LAWLOR CORPORATION Rexford G. Wait ✓i.C1 Project Manager RGW: jw PROJE_-T ::UMBER: 273.00 PROJECT -:TLE: Eaton's Apothecary PROJECT LOCATICN: Washington Street, Salem, MA NAME OF BUILDING: The Endicott Center at Town House Square NATURE OF PROJECT: Commercial/Retail IN AC ORDANCE '-j'Ij_ZZCTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I Registration No. 3587 John Savasta BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHIT.ECT. HEREBY CERTIFY THAT I HAVE PREPARE: ¢a OR DIRECTLY SUPERVISED THE PREPARATICN OF ALL _S ION PLANS. _3MPITAT�tS TIONS CONCERNING. N o art C� z r- ENTIRE PROJECT ARCHITECTURAL STRUCTL14 _`: FIRE PROTECTION ELECTRICAL MECHANI&&^AL :y c� OTHER (specify) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE' BEST GF MY KNOWLEDGE, _-UCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVI_-IONS OF THE MASSACHUSETTS .;TATE DUILDING CCDE. :',LL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE '.-.',WS AND ;RDINANCES FOR THE PR:")POSED U_-E AND i'-CUPANCY. URT'r.ER CERTIFY 7"AT _*':ALL ."ERFORM T.._ .._CC__ ui'i -ROFE_-S:CNAL ..ERVICE_- ,,:JD7. .._ .'^.EZZ",, -N THE CZNSTEUCT:_-:J .`.LTE ON A REGULAR :JD E.._CDIC GiSL TO DETE?i!INE 7-:AT THE 4iORK i_- PROCED:NC L:: ACCCRDANCE }iLTI! TiiE C—_XUMENTC APPROVED FOR THE EUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLCFJING AJ _-?ECIFLED IN SECT:--N ReVied of shop Grail=, :amleS ano other :.;=tta S of the ccntr-ctor os require ty the calstrUctlOn Contract o0curent„ as suarntted fer cuildi:r permit, cid approval for cauormmce to the desigi ca;cept. 2. Revied and approval of the quality camtroi procedures :or ail core-reouired ccrtrolled matenaLs. :. ::pedal aronitecturai or engineering professicnaL -zoect_cn of critical c=tr:ct.tn camcnL-i :. requiring controlled rrateriais or catstructicn spec=f _ in the accepted engineering practice standards li.ted in Acpff= B. PURSUANT TO SECTION 1C7.2.C, I SHALL _-UBMIT PERIODICALL'!, A PROGRESS REPORT -CGETHER WITH PERTINENT COMMENTS 70 THE BUILDING :::SPEC'CR. UPON COMPLETION OF 7:7- 'rJORK, : SHALL ZUBMIT "r''INAL ::EPORT AS TO THE SA SFACTCRY 5 COMPLETION AND P,EADINESS GF THE PROJECT FOR OCCUPANCY. SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME 7,1.9 , t D(.A�YC19. -1G6/ NO; C/p! k/C A-1 EXTERMINATORS , Pest, Termite & Weed Control Specialists 183 Shepard Street, LYNN, MASSACHUSETTS 01902 December 21, 1987 DATE Phone 592.2731 TO SUBJECT Building Inspector,,.. _.__1-Salem-Green... ... ... ..._...._.._.... ..........._...._...._ ............... .................. _.._ Salem, MA ......01970................ On.-December a--rodent... control..-Tras.-per-f_o-r-med—fo --B.,^^d Brauer 145 Spring Street, Everett, _MA. , atsthe T.R.—kerr Building and! addition, corner of Essex and..,,Washin...ton. Street Towahou.s-e—sq-uare, _ Salem, MA, for a demolition service. Sincerely, A-1 Exterminators . _. .. _._._,..._.._.._._._..._..._._._..._._._._.._.._..._..._..-.-.......-------------.-- S16NED ❑ PLEASE REPLY ❑ NO REPLY NECESSARY �µ,cox°RA Ctu �,1 i, ' r �5�irh�zsr#t5 `� \ a �;ilunititig �nttrl s _ �`{f�1 Atr � Chum um DECISION � m � Site Plan Review Special Permit o -W ty Urban Development Action Group �^ Donald Burnham W 5 Pirates Lane s N Gloucester, MA fD i Z RE: 234 Essex Street z co T m C^ fP On Thursdav, September 8, 1988 , the Planning Board of the City of Salem held a public hearing regarding the application of the Urban Development Action Group, 5 Pirates Lane , Gloucester, MA for a Special Permit under Section R, Site Plan Review, of the Salem Zoning Ordinance, for the rehabilitation and construction of two additional floors at 234 Essex Street . At a regularly scheduled meeting of the Planning Board held on September 8 , 1988, the Board voted by a vote o€ six in favor, two abstentions, to approve the application as complying with the requirements of a Special Permit , subject to the following conditions: 1 . Conformance with Plan Work shall conform to plan entitled, "Conant Court , Site Development Plan", dated .August 10, 1988 . 2. Amendments Any amendments to site plans shall require the approval of the City Planner. 3 . Signage Signage shall be reviewed and approved by the SPA, DRB and City Planner. 4. Maintenance Refuse removal , ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. 5 . Landscaping •.� •� s � Landscaping of the site shallconform to plan entitled "Site/Landscape Plan, Conant Court" , dated May 3 , 1988, prepared by Robert L. Ossman, Landscape Architect . a . Trees shall be a minimum of 4" caliper. Shrubs shall be a minimum diameter of 2 ' . b. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns . C . There shall be no storage of snow on landscaped areas. 6 . Board of Health Board of Health requirements shall be strictly adhered to. 7 . Parking The developer shall work with and negotiate with the City Planner and Planning Department to address the need for additional parking to service the proposed residential units. Such parking shall be provided in locations as required by the Planning Department , and may include the so—called Sewall Street parking lot and Church Street lot . 8 . Construction Practices .All construction shall be carried out 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. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to allabutters in writing at least 72 hours prior to commencement of construction. 9 . As—Built Plans As—built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted prior to the issuance of Certificates of Occupancy. 10. Violations Violations of any of these conditions shall result in revocation of this permit by the Planning Board. This Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appealhas 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 indes under the name of the owner of record or is recorded and noted on the owner' s Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant . • I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Boa d. GVa.P�'u P • eAA4& a Walter B. Power, III /g •� ' Chairman J2249 r r . J a Y e o 7Vs j , Q j t if k -A"J' !� • ,r 1' TIM 4 F� j y r '�y" Sr�- ' '. 11 I II � � �S• d y. ,J� i tl A yam§ . l,f4r__.:_ -w. �h GO 42 120(1 F 1�'�rvd±12 p 11 xx �a.7t PfOta elr; .w{al#s.re-?GS"Fa•-1•.:�jni.' ""�4 ;�.;.:idnl-i5,1GfM 1 5 21 '87 15:80 REr+a! oGRU !F FAX # ( 603F• 1372-4436 ARENCO GROUP ARCHITECTS ENGINEERS CONTRACTORS FAX TRANSMITTAL SHEET DATE. T0: __z-n-__2ss-------------------------- rt� COMPANY : c GZr-.1 (�J1 / J��_L.LJ)L� FROM: �L-4 ---------- RE -------RE TOTAL PAGES ( INCLUDING COVER SHEET) : C>? 110 POnemch Rd, Amherst, NH 03031 (603) 672-2900 OWA84 SUGGESTED FORMAT FOR MANUFACTURER'S RECORD OF WELDER OR WELDING OPERATOR QUALIFICATION TESTS (See OW 301.Sectiun IX, ASME Boiler and Pressure Vessel Code) Welder Name TOT)T) R11TTRT(`X Check Nom M'�-4 _—_3715 Stamp No. Using WPS No.Ma,-Rev._, QW the above welder is qualified for the followinll ranges. Record Actual Values Variable Used.in Qualification - Qualificeiion Range Process Process Type Backing[motel,weld metal,flux,etc. (OWA02)] nann Material Spec. (QW403) A-r06 to A_ 0�n�, Gr•B P-I to P-1 ' Thickness Groove e.• �asr•- •v�� „�. .ekvc . ,, 864" 1 _ yA+ �t _ Fillet ' " .-•] C' .. . ._ F _ 'x.16:1Ri:e .. , r.. p Diameter Groove _ 2 7�8" O.D. & over Fillet7e hPVFI t Filiar r✓etal iQW404) Spec.No. Class _5,18!'-" 5.1 F-No. F3- F4 Position(OW405) 6 -- G Weld Progression (QW-410) vertiClltP Gas Type (OW-408) n a Electrical Characteristics(OW-409) - of Current d I r2'6t Polarity c —'h Guided Bend Test Results OW-462.2(a),OW-462.3(a), OW-462.3(b) - Type and Fig.No. ] Result SATISFACTORY rlJ n F Radiographic Test Results (OW-304 & QW-305) For alternative qualification of groove Welds by radiography _Radiographic Results: Fillet Weld Test Results )Srse QW-462.4(a), QW-462.4(b)] Fracture Test(Describe the location,nature and size of any crack or tearing of the specimen) Length and Per Cent of Defects __ _ int es — - — —% Macro Test—Fusion_ .?T I, Appearance—Fillet Size Ileg) in.X---hr. Convexity in.or Concavity in. ........................... ........... ..... �i Test Conducted btSc� Laboratory—Test No. We certify that the statements In this recon are correct and that two—test welds were prepared, welded and"tooted in accordance with the requirements of Sections IX of the ASME Code. � � � ' I Digenizetion 94sjigoas n erp a :Tra ni ' Center x/81X18 T Deter li !: By (Detail of record of tests ere Illustrative only end may be modified fo conform to the type and number of tests r4q'41-ed by`t ode.) NOTE: Any essential veriebles in addition to those above shall be recorded. - (0/82) This form IE100081 fray beRbtained from the Order Dept.,ASME,345 E.47 tit.,New York,N.Y.100 17 T'` �.f � ir IVGV w '88 1L: 11 BPE110CI^6h'Ot,� ARENCO GROUP ARCHITECTS ENGINEERS CONTRACTORS FAX TRANSMITTAL SHEET DATE: TO: 5--------------------------- COMPANY : se' J7Y1 y £L�S1L=_�= vo . ---- FROM: RE: TOTAL RAGES ( INCLUDING COVER SHEET) : C) LIC3 = M �nt z CLLL ClAQ L( P . LLIl e C U�610- 110 20-110 Poneman Rd. Amherst, IVH 03031 (803) 673-2900 --NOV V '89 12: 11 PRP a;'a �Q` 5+ 4 �,.B—FAR E�1 1P. F. ar1e01 y1Ii28i8913:38 FAX 7 DATE II ATTENTION MDQ REMARKS ri 5.�� A > rn � = co a m NUMBER OF PAGES SENT. m ( COVER SHEET IS FIRST PAGE) �n co 55 Ma+n S!ree. 2.0 Eox 3D ' o r.<ai s, tnacsa:++usetts 02034 Teleohonb (508) 376.5606 (617) 235.6700 "'ALES RFr;r �, - 5EGviC:6 .110V 'a 1,. 11 Nr✓P!`� v r 1.`` n•,9''-�tiY( T;G1utk'. P y• 1 PECIFICATI(, (1 W olh 35, aur a• ..., �_� — --7�- GN 6.000 8.2 9%,000 11,50C ' ] $cmoo, Too — 2t0' 21 mx Tj.Dors_ Mr'r 1. � .—r t -`� ._-._.• —.._. �. k _ :+moi: ,,aror hnra.l,a�-E' --�•-- —___,_ 220 _ 22r - ao sr; 4# 4�rr:rn4 a- ,� "0 w 18.5 16 oot,Qnnl Trader rn..11taTe r:R:k< .•�': cpMrC +K -"l•Ipna! 71r, f t at' r as GC•.a..et QpE hCai9 t@ F -'p SpC ar,i.•sC :a aw D!'"YY..tt 9rE ntd Crrj .'.{w,. ,. .,ti_.-. v • . . r :"o canna,01 ;Or"..�V+vtto rj;) t;elC y 3 _ .: ::. .r,4a• 3 a-tac0ing 200 1t I t'? Ihlcj . ,� _q„ n ordD+n» n7 a•mr. M Ac-=.. H• rr fvlax-mum, tank I rn S py, P Gf v,•»aIC d, au Modelo. m n a � r J . • try All liq • d/S co 1. r DECAN ASSOCIATES EVC. Ventures OCT 2q 7 5s AH °88 ntures in Business and Real Estate RECEIVED CITY OF SALEM,MASS. October 19, 198 Mr. William Munroe Building Inspector City of Salem One Salem Green Salem, MA 01970 Dear Bill: This letter is to confirm our conversation concerning the adding of an additional floor within the present walls of the T. R. Kerr Building. As you know, this building known as "The Endicott Center" was originally planned to have five floors and a basement. To make five floors, two floors were to be added to the top of the existing three floors of the building. It is my understanding that we can alter the original plans to include a basement and six floors by adding an additional floor within the existing walls . Thus, the six floors would now consist of two floors to be added to the top of the existing building and four floors within the building. This one floor addition would only require an approval of the Design Review Board as it relates to the facade. It is my understanding that the Board of Appeals, the Planning Board nor any other City board need approve the change of an additional floor. If my above understanding is not correct, Bill, would you please let me know. Changes to architectural and engineering plans will cost tens of thousands of dollars. Thus, I want to be reassured that the only issue of approval concerning this change will be an appearance in front of the Design Review Board. Thank you for your time and attention concerning the matter. Very truly yours, ��AOZVXV Donald R. Burnham President DRB:KMB 5 Pirates Lane, Gloucester, Ma. 01930 6171283-4202 -- OST - 24 - SS M O' N 16 : 44 6 1 7 2 4 5 9 S 7 2 C S S ARCHITECTS P . 02 71,�__ OST 26 9 su AM '88 ENVELOPE 6YSTEM PERFQRMANCE COMPLIIA� NEECIRR §RAM dards Massachusetts Board of Building RegulBtTitaQFsSt� I, 1 ? This Pro1gramm it to be used in detggerminiinq compliance of setmfocthlinuAlrtic1et20. ectioniZ014Wgth the criteria MARCH 1988 5 VERSION 1 .5 11 gg hh g {{ dd< Press Any Key To Continue > CODE <8, C,H>NAlIotONHENTAT 8Ad Cooled Boston MA SE SUILOATEW 10/24//1988ENWER. SALEM' CRITERIA WL AREA 3961 6386 4677 6347 0.284 GL AREA 0 1970 1532 585 WWR SCX 0.89 0.89 0.89 0.89 0.528 PF 0 0 0 0 0.0 VT 0 0 0 0 N/A Uof 0.50 0.50 0.50 0.50 0.588 WALL Uo 0.03 0.03 0.03 0.03 0.090 HC 21 21 21 21 1 INS POS 3 3 3 3 N/A EQUIP 0.75 0.75 0.75 0.75 0.750 LIGHTS 1 .5 1 .5 1 .5 1 .5 1 .500 DLCF0 0 0 0 pp LL 0.0 HEATING 1 .788 0.441 L 0 A-8.4g 39 1 .490 —T3T280< 12.344 COOLING 2.818 15.763 12.628 7.906 39. 115> 32. 136 TOTAL 14.606 16.204 12. 189 9.396 1142,395< 44.480 F1 Read F3 Clear Input F5 Other Screen F10 Copy Across F2 Wr4te ` F4 Directory I -F6 City List ( F9 Calculate Esc Exit ********es PASSES ********* OTHER REQUIREMENTS City: 1 Boston MA Max Uo Value Skylight Visible Trans . : 0.500, Lighting Footcandle : 50 Wall Ad.lacent Uncond . Space: 0. 141 Maximum % Skylight Area: 6.000 Floor Over Uncond. Space : 0.055 Max Uo Value Min R—Value Roof: 0.059 Wall Below Grade: 9 Min R—Value Unheated Slab On Grade 024" 336" 848" Horizontal 1y 13 1p4 Vertical 7 6 RONAN, STROME, SEGAL, HARRINGTON & HARRISON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970 63 MIDDLE STREET PHILIP STROME GLOUCESTER,MA 01930 MICHAEL J.HARRINGTON (508)283-7432 JACOB S.SEGAL (508)7440350 (508)283-7435 MARY PIEMONTE HARRINGTON FAX(508)744-7493 GEORGE W.ATKINS,III 73 WASHINGTON STREET J.MICHAEL SMITH SALEM,MA 01970 MICHELE HOLOVAK HARRISON (508)744-5230 DEBRA RAHMIN SILBERSTEIN (508)744-0372 JOHN H.RONAN PAUL G.CROCHIERE BRIAN P.CASSIDY FILE NO. October 25, 1988 William H. Munroe Inspector of Buildings Salem City Hall Washington Street Salem, MA 01970 Dear Bill : I appreciate the extraordinary effort you have made to ensure timely approval of the Kerr Building plans. As I indicated since I have been "hostage" to this entire event from mid June to the present time, it personally is a relief to see at least this phase of the Kerr Building "saga" come to an end. Sincerely, Michae� l J. Harrington MJH:ph t7 q "C ti W N CD = C7 nm mm o , C3 °% e9 a g� N W "t.2T W Cite of Oaiem, Aaggacbugettg Public Propertp Mepartment e �3uitbing Mepartment One Onlem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 26, 1988 urban Development Action Group Inc. Front Street Salem, Ma. 01970 ,,�Re�;---Endi-cctt Ce t—er,_234'Essex-St Dear Sir: Permit will be issued with the following conditions: 1. Each individual unit residential or conmercial will require a permit to comply with Massachusetts State Building Code. 2. Certificate of occupancy for each individual unit residential or commercial shall be obtained. 3. Pliunbing contractor to contact Salem Plumbing Inspector prior to starting of job. Sincerely, a,"X, 'J"� James D. Santo Assistant Building Inspector JDS/lyd �UIr ., AMERICAN // ENGINEERING a TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: ENS/C:O , T C_a SALAQ 'r' Dater r- i2- 8 �Q Project No. : 8�6 U Tempa, , Weather �A i Rpt. No. Placement Required Location : Too-1w&- lrfft C - 2- 3 Strength ( si) : 3Quc� Contractor: LA W44 p vk, Concrete Supplier: RLD F rl1x Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) !' Coarse Aggregate (Ibs.) Water (gals. ) Y Air Entraining Agent (oz.) Water Reducing Agent (oz.) Other Field Test Results / Max. Agg. Size: -A Temp. : 'r q Mix Duration : Slump (in.) : 6 AirContent(%): - Plastic Unit Wt. (pcf) No.A Type of Storage o N S'i c _Spe rensn:abricated: `'tlJ. Location: Cw >c Required Strength (psi) 'S ooM J a Z W•Q o w Results J ® O Specimen > Jo. Date Tested 3 day 7 day 14 day 28 day 56 da cn _ A C Remarks : Samples Fabri- l Sated by : M;r 4 i' t r.: Appg1y IA* p, p, CHIGOMERY, ?4E -��.s:,�--�ao -,� � ter/ -,.�.a��o � � a-vr� .�t7.y�� -�-��2� � yN/J�-' ,///AG��,�- /�fY/,��jJ -�y�;��if�/ ��'Ry�� -n-�-, /�A, -a-n-�- �� v� �� -�J ��%� �"�-�!'a�Y�M- i22�r� L,?y�Lr+�7 Lr'�//?� oZ?� � Gryy-�7�� rv�.�ic�1-y� G�i'�/ zoz�fi6 d— .,,h-- --rw��. � hA,L�/ '' /, O / �� l� c, � i Town House Square Place Mr. Donald Burnham and Mr. John Savasta presented the final design plans for the Town House Square Place project. The plans include adding two stories to the existing buildings and adding a copper roof. The yellow brick in the rear of the building will be replaced, and a main entry way on Washington Street which connects to the rear parking lot will be created. The first floor will be commercial space and there will be 34 residential condominiums on the top floors. Paul L'Heureux asked if a general contractor had been chosen for the project. Mr. Burnham replied that a contractor has not been selected at this time. Roland Pinault made a motion to approve the proposal as presented for Town House Square Place. Paul L'Heureux seconded the motion, a roll call vote was taken, all were in favor, motion so carried. Elderly Housing on Ash Street Project Administrator Kavanaugh explained to the Board that the DRB has approved the site plan for this project but not the final building design. He informed the Board that preliminary design plans have been reviewed and the architects are in the process of revising the plans based on the DRB's recommendations. Project Administrator Kavanaugh informed the Board that this process has been a lengthy one because of certain requirements which EOCD has placed on the design of the building. Mr. Kavanaugh suggested that an approval be granted contingent on the DRB's approval of the final design so that the construction process can be expedited. Roland Pinault made a motion to approve the plans subject to the DRB's recommendations for approval of the elderly housing project on 205 Bridge Street. Gary Moore seconded the motion, a roll call vote was taken, all were in favor, motion so carried. Newmark Place Messrs. Neil Schauer, Roger Soderberg, Robin Wunderlich, and Stephen Ingemi appeared before the Board with their proposal to restore the Newmark building on Essex Street. Mr. Robin Wunderlich presented design plans for the project to the Board. They proposed to restore the front facade, add two stories to the existing structure, and add a new stair tower and elevator for exclusive use of the upper floor residential condominium owners. The plans include 21 two bedroom condominium units on the upper three stories and retail uses on the two lower stories. Gary Moore raised a concern over the height of the building and the new stairwell. Robin Wunderlich informed the Board that the proposed building height will be less than that of the Eastern Bank. -3- . suILDING DEPT F I E L D R E P O R T ABERJONA ENGINEERING INC. March 1, 1989 #88017 A ONE MT. VERNON STREET MAI 9 7 40 AM 'OR RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 RECEIVU Cont: Lawlor Corp. 617-729-6188 CITY OF SAI,EHMASS, Owner: Urban Dev. Action Group Weather: Clear/35 @. 8 a.m. Present: Dave Moulton -, Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) - The combined footing, F9 , has been excavated and the bottom steel is being placed. The grade beam stirrups are also being placed in F9 . Both the bottom steel and stirrups were checked and approved for size, shape, quantity, and location. The top steel was not in place and could not be checked. All mud must be removed from the reinforcing steel and all water must be pumped from the excavation prior to placing the concrete. Care must be exercised to prevent the mixing of the surrounding soil with the fresh concrete. _ - The first floor and second floor steel framing has been partially erected and the floor slabs have been placed. Fiber reinforced concrete has been substituted for the welded wire fabric in the floor slabs. Several connections were field altered but fully welded and are acceptable. The beams perpendicular to, but within two feet of the exterior. walls, have not been shop painted. - The remaining brick masonry interior wall above the 1st floor along Grid Line B. 8 is in poor condition. Care should be exercised by the contractor to insure its integrity during construction. SUBMITTED Richard A. Smith, P. E. cc: Carl Dumas, Lawlor Construction ✓ � 'CE7 77n NAR 3 1989 LAWLOR CORPORATION 94JIt1)ING 0CP"j I E L D R E P O R T ABERJONA ENGINEERING INC. January 31, 1989 $88017 ONE MT. VERNON STREET �I', 6 C"59 RE: Endicott Center P.O. BOX 215 1 U puck Salem, MA WINCHESTER, -MA 01890 MAS 9 ,, � �t: Lawlor Corp. 617-729-6188 :'!L1LT Owner: Urban Dev. Action Group RECEIVED Weather: Clear/45 D 4 PM. CITY Of SALEH MWesent: Dave Moulton - Lawlor Carl Dumas - Lawlor CSS Architects Richard Smith - AEI P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) * Footing Type F8 has been excavated in three of the four locations. Additional excavation was required in part of the grid Line 4 footing to remove existing formwork. Thisadditional excavation exposed the soft clay strata underlying the fine yellow sand. Dave Moulton stated that the entire excavation will be filled with concrete . * Ground water was present in the excavations . They must be pumped dry prior to placing the footings. 61 1 * The bottom layers of reinforcing steel have been properly installed . The top mats are on site and must be properly located in the footings excavations prior to placing concrete. The top reinforcing mats for these 3 footings were checked for length, size and quantity and found to be proper. , * The location of several First Floor beams were discussed at this time and the dimensions relayed to Paul Riley of Quinn Brothers, Inc. by telephone. * Dave Moulton requested that I redesign footings D-4 . 7 and D-5 . 5 as a combined footing not to exceed 3 '-6" width due to interference with the existing foundation. SUBMITTED /V Richard A. Smith, P. E. cc: Ken Murphy, Lawlor .Construction Owl 2 i Biall.01NG DEPT ABERJONA ENGINEERING INC. February 10, 1989 #88017 ONE MMT. VERNON STREE�Tpp qq 1,' IS RE: Endicott Center em, MA WINCHESTER, MA 01891NAR U J pJ Cont: Lawlor Corp. 617-729-6188 RCGCIVFD Owner: Urban Dev. Action Group CITY OFSAhFM,MASS, Weather: Cloudy/25 @ 9 a.m. Present: Dave Moulton - Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Wakefield, MA 01880 COPY-- (THE ATTN: Linda King FOLLOWING WAS NOTED: ) - Footing F8 @ Grid Lines A-4 .8 & B-5, Footing F1 @ Grid Lines B. 2-4 . 5, Footing F2 @ Grid Line A-5. 6 & Footing F11 @ Grid Line D are scheduled to be placed at 11 a.m. today. - Footing F8 has been excavated. The bottom steel is in place and proper for size, shape, length, quantity and orientation. The top steel is also proper but remains to be located in the footing excavation. Trace ground water is present but there is no apparent frost. This footing, and all footings, must be cleaned by hand to provide 3" of concrete cover between the reinforcing steel and the surrounding soil. The anchor bolts and setting plates are not in place. - Footing Fll has been excavated to good bearing strata. The entire footing has been lowered to clear an existing waste pipe. The reinforcing is on site but not in place. The bottom steel has been properly shaped. 6-#8 top steel bars will be borrowed from the proposed elevator pit footing. This varies from the 7-#7 bars shown on our plan but this change has our approval. - Footing F2 is being excavated at the time of this visit and can not be checked. - Footing F1 is not excavated and can not be checked. - The fine silty sand present at this site is susceptible to frost and must kept at temperatures above freezing well in advance of any concrete placement. SUBMITTED Richard A: Smith, P.E. cc: Carl Dumas, Lawlor Construction FILE A JOB Ftp 1 5 1989 DESCRIPTION RUILDINN [SEPT F I E L D R E P O R T ABERJONA ENGINEERING INC. November 9, 1988 #88017 ONE MT. VERNON STREET " RE: Endicott Place P.O. BOX 215 �p� �„ Ip 1,40 �� Salem, MA WINCHESTER, MA 01840' u-/ Cont: Lawlor Construction 617-729-6188 {� OR (y °`-`j Owner:Urban Design Action Group II CITY R.p A MMASS, Weather: Fair/45 @ 8: 30 a.m. n Present: Dave Moulton - Lawlor CSS Architects Alan Vitukevich - AEI P.O. Box 1460 Fred O'Connell - UDAC Wakefield, MA 01880 ATTN: John Savasta, Principal �� (THE FOLLOWING WAS NOTED: ) '•2 �- OW Visited the site at the request of Dave Moulton to review integrity of exterior brick walls along Washington Street and Essex Street. Dave Moulton commented that many of the bricks could be displaced when struck with a hammer and the mortar could easily be removed with a cold chisel. The undersigned commented that the wall condition was acceptable at this time and that the condition of the brick and mortar was typical for the material used at the time of construction. The walls on Washington Street and Essex Street will require a "tie back" system to the new floor framing to insure lateral stability. The walls are presently bearing on a steel spandrel beam at the Second Floor that spans over the "store front". There is no mechanical anchorage between the brick and steel beam. The present floor members pocketed into the walls also lack "mechanical anchorage" . The present wall and floor integrity is dependent on the bonds developed between materials. It was noted that the Essex Street exterior masonry wall is a "cavity wall" constructed of a 4" whyte of brick on the exterior and interior with a 4 inch air space. The whytes are joined by brick headers every 9th or 10th course. Aberjona will review this wall condition for possible grouting. The spandrel beams and supporting columns will be analyzed for the additional weight of grout. It was agreed to maintain as much framing as possible that aids in supporting the exterior walls. The interior framing (wood) will be removed and a "walkway" type platform be kept around the perimeter. Aberjona Engineering will submit temporary "tie back" details for masonry walls. Ties will be located at existing steel beams wherever possible. The ties will eliminate relying on any "friction" to resist possible lateral loads during the construction/demolition period. V%t �eyich, z ( SUBMITTEDA a� n A. .E. k�a�p� •orr �J�w F I E L D R E P O R T ABERJONA ENGINEERING INC. January 11, 1989 #88017 ONE MT. VERNON STREET RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Sunny/35 @ 2 p.m. Present: Dave Moulton - Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Z Wakefield, MAV. 01880 ATTN: Linda,..Ki,ng M: r t1b� t o TT � 6Fi' n� -- ai ? J W 2 (THE FOLLOWING WAS NOTED: ) p�.Qq$ i M,`•! - Footing F3 , footing F2 @ Grid Line C. 7, footing F6 @ grid lio s . F°s 2 . 4 Z 3 . 1 and footing F7 @ grid line. 1. 6 have been excavated, formed-,r51nd= r reinforced. The reinforcing in place is the proper size and sTaoing. o NC� Z nm - One half inch of rigid foam or other suitable bond breaker mtqtr,: ber provided at all vertical surfaces between new and existing foot,-�-.rx�s? Thi$P will insure the new footings will not become "hung-up" on the eftzstg footings. n C N Lp - All backfill around new footing must be sand and gravel compacted to 95% . - The reinforcing steel is supported by red bricks resting on the bearing soil . - At the time of this -,visit, the fine yellow sand bearing strata was moist, not wet. However, water was observed infiltrating the excavation for footing F5 at a slow rate. - Footing F5 is approximately 80% excavated. The reinforcing is on site but not in place. The bars are the proper size. - The soil under the wall adjacent to footing F5 is being braced in one location under an existing column. This bracing must not remain. - The new C.M.U. retaining walls may be supported by a separate 2 '-0" X 11 - 0" continuous footings rather than the thickened slab shown on our plans. - The existing wall at grid line 3 .8 should be shored to prevent collapse. - The Endicott Street masonry facade from Grid Line B6 must have the void between courses filled solid with grout. This procedure will be detailed in our structural drawings. - The bottom flange of the existing 3rd floor veneer support is approximately 3 '-2" below the proposed 4th floor. SUBMITTED e NA 20 rn,ry Richard A. Smith, P.E. cc: Carl Dumas, Lawlor Construction IV ABERJONA ENGINEERING INC. STRUCTURAL DESIGN • INVESTIGATION • RENOVATION • RESTORATION ONE MOUNT VERNON STREET P.O. BOX 215 (617)729-6188 WINCHESTER, MA 01890 January 25, 1989 ,"' G . . Linda King CSS Architects w ✓ P.O. Box 1460 gr Wakefield, MA 01880 -c c RE: Endicott Center Revised n m F Salem, MA yarn Dear Linda: ym "o 0 a9, m After reviewing several options, it is the opinion of this office that the addition of a continuous angle 4 X 4 X 1/4 is the bei method of floor support at the existing masonry walls. fifle merits . of this system include the following: - the pour stops may be completely eliminated and the slabs placed against the existing walls. - any joists 6" from and parallel to the existing walls may be eliminated. - the heavily loaded extended joist cantilever ends can be eliminated and replaced with 2 . 5 VS1 joists shipped loose and field adjusted. - the bolt spacing may be increased from 3 feet to 9 feet if epoxy anchors are used. In addition to the savings listed above, the shop paint is to be . eliminated from all the structural steel except for any steel within 2 '-0" from the exterior and except for the open web steel joists. Several steel beams are not required and have, been eliminated from our drawings. The spandrel conditions are detailed in the 1-26-89 structural drawings. The 1st floor spandrel beams could be eliminated along Washington and Essex Streets if field conditions indicate proper support could be provided by the existing foundation walls. Sincerely,, Richard A. Smith, P.E. Copy: Ken Murphy - Lawlor Construction ✓ 1� ABERJONA ENGINEERING INC. STRUCTURAL DESIGN • INVESTIGATION • RENOVATION • RESTORATION ONE MOUNT VERNON STREET P.O. BOX 215 (617)729-6188 WINCHESTER, MA 01890 January 25 , 1989 n :3c .. Linda King CSS Architects — P.O. Box 1460 r m ® ro Wakefield, MA 01880 m C-0 —_ m< 3 RE: Endicott Center Revised ca M m o Salem, MA g o y rn Dear Linda: "' o0 After reviewing several options, it is the opinion of this office that the addition of a continuous angle 4 X 4 X 1/4 is the best method of floor support at the existing masonry walls. The merits of this system include the following: - the pour stops may be completely eliminated and the slabs placed against the existing walls. - any joists 6" from and parallel to the existing walls may be eliminated. - the heavily loaded extended joist cantilever ends can be eliminated and replaced with 2 . 5 VS1 joists shipped loose and field adjusted. - the bolt spacing may be increased from 3 feet to 9 feet if epoxy anchors are used. In addition to the savings listed above, the shop paint is to be . eliminated from all the structural steel except for any steel within 2 '-0" from the exterior and except for the open web steel joists . Several steel beams are not required and have, been eliminated from our drawings. The spandrel conditions are detailed in the 1-26-89 structural drawings. The 1st floor spandrel beams could be eliminated along Washington and Essex Streets if field conditions indicate proper support could be provided by the existing foundation walls . Sincerely„ Richard/A`.. Smith, P. E. Copy: Ken Murphy - Lawlor Construction • � AMERICAN ENGINEERING & TESTING, IN TILEd 617-848-5184 # CONCRETE TEST SPECIMEN ,AR� IPI Project: f� - - 5'✓� iso � y/: G Date: _Z11 �5` Project No. : . Temp. Weather: Rpt. No. Placement Required Location : no ! ! Strep th ( si) :JGor Contractor: Lq Concrete Supplier: leecl -- Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) i Coarse Aggregate (lbs.) Water (gals. ) Air Entraining Agent (oz.) `y / Water Reducing Agent (oz.) Other Field Test Results Max. Agg. Size:3/ fpr Temp. : G2 'f Mix Duration: Slump On.) : G Air Content (%): _ Plastic Unit Wt. (pcf) : ` No. E Type of / Storage Spe(Rensofabricated:..31 Location /year C_ <c Qm >z: Required Strength (psi) 3L'G'U s� .a Results _ Spefi'men Ro. Date Tested 3 -day 7 day 14 day 28 day 56 da I I'y7f< iaq '—'1 c ! r� 13 tQ� rl!nn to Remarks : amples Fabri- T CRY, P_E_ sated by: A�' PProvd L i �. i ax1)u( AMERICAN Y ENGINEERING & TESTING, INC. �,�� ✓+' _. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project:y� icooc - <t >,,, h ; Date: A Project No. : Temp. Weather:C Rpt. No. Placement Required Location : Stren th (psi) :,�Oc>n J, Contractor: LG Concrete Supplier: a e, �- Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) Coarse Aggregate (lbs.) Water (gals. ) Air Entraining Agent (oz.) ' - -- — Water Reducing Agent (o z.) R 3 1989 Field Test Results Max. Agg. Size:/ p` Temp. : o Mix Duration : r ll Slump (in.) : li Air Content(%): _ Plastic Unit Wt. (pcf) No. �, Ty� of � forage _Spec piens _abricated: 3! .j /f 1 Location : ffe �oor C_ g C_ o o OD CD m 7w Required Strength (psi) 3Oo0 2 Cn U con Results Specimen %p. Date Tested 3 day 7 day 14 day 28 day 56 da B • 26A $ )-e t iS2o /3 �• 3220 Remarks : Samples Fabri E. cated by: APproVbd'L.;.::ce r. Ee2Y. v \1�v AMERICAN ENGINEERING a TESTING, INC. 31989 617-848-5184 r,,p,,,WR CORPORATION CONCRETE PLACEMENT REPORT - Project: 4;,6�qdV7 Date:2-g e7 Project No. : Temp. 7e? Weather: �(f/ Rpt. No. � P Placement Location ' �`��`'` ' iTO Concrete Supplier: �PL-;J) /)'? Method of Placement: ?eligp Loa Time Truck Mix. Slump Air Unit WL Mix Yds Cyis.Fab. Classof No. Arv. No. Tem (in. ) ($) (p.c.f.) Duatim Pkd. o. Set Concrete lw./ SPEC. ro — 2 091 '9 3 )2ec? ��ti 5 6 — 7 — 8 m �- 9 - h = a 10 m �g 12, 13C 14� ca 15 16 emarks: 7. Submitted: i ` ALt�<, Time Arv. QUO !� Hrs. PProved: ..< Trv. Hrs. Mileage �) AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 FES 1 0 1989 CONCRETE PLACEMENT REPORT - Project: )fir;of ' Date: a g^ Project No. : Temp. s Weather: .: [Rpt, No. Placement Location: r- - f - v i Concrete Supplier: Method of Placement: PUi Load Time Truck Mix. Slump Air Unit Wt Mix Yds. C Is.Fab. Classof No. Arv. No. Tem (in.) I%) (p.c.f.) Duration Plcd. No. Set Concrete Sper-- 2 1 r w 0 5 Co o u�� v a p 6 ) w a r� w• 7 �o B a- tr- 9 10 it 12 13 14 1s won 16 emarks: JOB # 07�>�447 DESCRIPTION Own L� - Submitted: Time Arv. - h:b Mrs. i <i PProved: Trv. Hrz. � ,o` Mileage g 5 ' r AMERICAN ENGINEERING & TESTING, INC. 617-848-5164 CONCRETE TEST SPECIMEN REPORT Project: - f;` .,:r - A Date: Project No. : ,�O Temp. Weather: `�C Rpt. No. Placement Required Location : "ro I Strength (psi) '0c, � J Contractor: Concrete Supplier: , �- Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) Coarse Aggregate (Ibs.) Water (gals. ) Air Entraining Agent (oz.) ked , Water Reducing Agent (oz.) LAW .- Other Field Test s Max. Agg. Size-'3/,/ P Temp- : -' 2 Mix Duration : N Slump (in. ) : G - AirContent(%): _ Plastic Unit Wt. (pcf) ( No. E Type of / Storage _Specimens Fabricated:-3Location: /yP9y- y Required Strength (psi) 2UOo i a a o_ o Results Z Specime,,,,,,n: o. Date Tested 3 day 7 day 14 day 28 day 56 da U to CO NZ 3 i lope Remarks : amples Fabri- cated by : PProv�d:°_' i A �.m, ' AMERICAN .- -- 1 ENGINEERING & TESTING, INC. in r, 617-848-5164 r 3 ) (1 10,89 CONCRETE PLACEMENT REPORT - Project: Project No. : (oJ Temp. — a Weather: - Rpt. No. I Placement Location: r A 2 _y _ v i - Concrete Supplier: R,,I, )J Method of Placement: ' Load Time Truck Mix. Slump Air Unit Wt. Mix Yds. C Is.Fab. Classof No. Arv. No. Tem (in. ) ($) (p.c.f.) Duation Md. No. Set Concrete Spec. co , 7 2 5 W J iLI h 6cx� cLrj-5u!� 7c- 9 9 , 10 11 12- 13 2-•13 ,Q 14 p -� 15 16 emarks: Submitted : i, Time Arv. Ii -- !db Mrs. pproved: Trv. Mrs. ' , Mileage ' BUILDING DEi'T F LIAR B 9 38 aH '89 ` n RECEIVED CITY OF SALEM,MASS. AMERICAN FILE ,�,�i ENGINEERING 8: TESTIG, LMC. 1��< cc�"' - 617-848-5184 uv'rl1 -;)ON — ._ , CONCRETE TEST SPECIMEN REPORT Project: F�alvic_.�i' CO . 3 A L L h; Date: Project No. : B��J Temp.,,; Weather:.'Ar!J Rpt. No. Placement Required Location : fot�irf!'ti trptf r,.. ._ 2 - � Strength ( si) : Contractor: L W-H t. IR, Concrete Supplier: RED Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs. ) �. Fine Aggregate (lbs.) Coarse Aggregate (lbs.) tea- Waterg3galsZ)6. Air EcM ain g Agent (oz.) y UJ Water Aedv4&g Agent (oz.) Othem _ -- ® �o .y J a � Field Test Results ' Max. Agg. Size: a/N Temp. : 'r I/ Mix Duratiori.:'�::' Slump (in.) : r, Air Content I%): Plastic Unit Wt. (pcf) I No. & Type of , torage OW -Specimens Fabricated: 31, r> a tz V, + Location sJJc Required Strength (psi) 00e Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da A �J30 C Remarks : amples Fabri- cated by : M; a ca. X?Z iw, App U** p. p9NIGOMERYs P.E AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: 6.tibrC7tg- �/arEvu els Date:zq Project No. : �. Temp 7� Weather: , o Rpt. No. �.5 . Placement 4 "r ^ � / � : D ! v - ., Re aired Location : / / / �d , , .` 'r q 3oaU Stren th (psi) : Contractor: `- Concrete Supplier: F . �;) '1� (✓ Mix Proportions - 1 Cubic Yard - Dry Material Amount Cement (lbs.) _i •`, ,_ Y, « Fine Aggregate (lbs.) Coarse Aggregate (Ibs.) t Water gals Air Entraining Agent (oz.) Water Reducing Agent (oz.) — ther Field Test Results Max. Agg. Size: Temp. : 4 s) Mix Duration: Slumlpgin. Air Content ($): Plastic Unit Wt. (pcf) NSpo �of toa e ci . A14T � c0eci�e � lN I J Required Strenqth (psi) m 3®� Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da ft Go -3 4 7 ,v,,vL s 'Z 16o 19 22�iKM r Remarks : hn �,, ,� r..; /•? L r.'; r�_ , : t�uTG4rJ5 [ Samples Fabri i �� . sated by: � � ; , ro .n ^.-•ar^� � m AMERICAN • ENGINEERING a TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: �.6blexv >2t G!4t9S Date:Z$ ! c Project No. ,-n Temp+J Weather: � �, Rpt. No. Placement z-7 r ,w' Required Location 3�Q 3 Strength (psi) : Contractor: Concrete Supplier: F .- 7 � Mix Proportions - 1 Cubic Yard - Dry Material Amount Sou Cement (Ibs.) Fine Aggregate (lbs.) F ' �q n tnnn CoarseAggregate (Ibs.) Water (gals. ) r, N Air Entraining Agent (oz.) Water Reducing Agent (oz.) Other Field Test Results Max. Agg. Size: � 4 Temp. : Mix Duration: Slump (in.) : /? Air Content ($): Plastic Unit Wt. (pcf) No. E Type of 'orae Specimens Fabricated: Location ✓ ."'; � Required Strength (psi) 3� Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 4 7 ITJN @ 'Z (.0 r . Remarks : h! =r ;Lc c�i ( ; r'• lE. `t ;>'ck�T�r�5 i amples Fabri sated by : / ) Approv , ,- . ',�-^•! m ✓ / /iI lIl t: U r ,.J i;fir .n. a.?., -Urt,�a�,� . .L AMERICAN ENGINEERING & TESTING. INC. 617-848-5184 DAILY REPORT Project: Endicott Center - Salem Date: 2/27/89 Project No. : Temp. 35 Weather: sunny Rpt. No. 022789-ST On the above date 1 reported to the referenced project for the purpose of performing a stud inspection. The following is reported to be found on 1st and 2nd deck, a minimum of shear stud breakage was found. 1st Deck A-B to 5 - _:- B-C to 3 C-D to 1.6 IVAR 9 1969 (2) two studs broken off (to be replaced) ' "11 QR C13r?9 t jl 2nd Deck A-B to 6 B-C to 3 C-D to 1.6 (6) six studs broken off (to be replaced) Also performed a bolting inspection at 1st and 2nd deck. Inspected areas were as follows: A-B to 6 B-C to 3 C-D;1 to 2.4UP Discrepencies as follows: 1st Deck o rn A@1 NT x4 nm A.5 @NTx2rn< o BA@ 1 NT 2 5"^mUn D @ 1.6 NT x 4 n 2nd Deck `^ ca A@ 1 NTx1 _ A.5@1 NTx2 A.8@1 MWx2 B.3@1 NT 26 B.6@1 NT x4 B.45@2 M x 2 *Note Missing botls on outer edge of existing steel 1st and 2nd deck will be installed when remainder of steel is installed. NT-Not tight M - Missing Submitted: Time Job Hrs. : William Coleman A rv.: 1115 212 Approved : Travel 2 Mileage: 82 Hrs.: _Fb AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE PLACEMENT REPORT - Project: �e-,74Cp7�4 �fG C — 5,:3Ie .>a7 Date:/444r-,I, /j $`l Project No. : SlcO Temp. .SWeather. -5t/^("' Rpt. No. Placement Location: Concrete Supplier: /?cam E �i�f i'k Method of Placement:/-"'V"-?/* Loa Time TruckMix Slump Air Unit Wt. Mix Yds. Is.Fab. Classof No. Arv. No. Tem. (in. ) I%) (p.c.f.) Duration Plcd. No. ISet Concrete Spec. 2 IV341 32- 3Z>,00 3 4 5 6 7 8 9 10 11 11 13 14 15 16 emarks: Submitted: ` Time Arv. Job Hrs, ly pproved: _' Trv. Hrs. /r Mileage ?,S" AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 DAILY REPORT Project : Endicott Center - Salem Date: 2/27/89 Project No. : Temp. 3. Weather: sunny Rpt. No. 0227fi9-ST On the above date I reported to the referenced project for the purpose of performing a stud inspection. The following is reported to be found on 1st and 2nd deck, a minimum of shear stud breakage was found. 1st Deck 1?cL's;TT7' A-B to 5 - •J B-C to 3 C-D to 1.6 9 1909 (2) two studs broken off (to be replaced) I OR CGRrOf)A71rI 2nd Deck A-B to 6 B-C to 3 C-D to 1.6 (6) six studs broken off (to be replaced) Also performed a bolting inspection at 1st and 2nd deck. Inspected areas were as follows: A-B to 6 B-C to 3 C-D;l to 2.4 Discrepencies as follows: 1st Deck 77 1 NT x4 A.5@INT x2 B.3@1 NT x2 D @ 1.6 NT x4 2nd Deck A71 mrx1 A.5@1 NT x2 A.8 @1 MWx2 B.3@1 NT26 B.6@1 NT x4 B.45@2 Mx 2 'Note Missing botls on outer edge of existing steel 1st and 2nd deck will be installed when remainder of steel is installed. NLT-Not tight M - Missing Missing Submitted : Time Job Hrs. : William Coleman A rv.: 1115 22 Approved : Travel Mileage: Hrs.: 2 82 r p; AMERICAN ENGINEERING & TESTING. INC. 617-848-5184 CONCRETE PLACEMENT REPORT Project: En17'�'fO7�4 /-;)/4;e- C SC/�� /Yd Bate:/�art� fj $" Pro)ec2 No. : rC Temp. 5-,E Weather: 5 Vr/ Rpt. No. Placement Location: V G fpr Q q cr Concrete Supplier: /?Ca( G �jvf /',k Method of Placement:/-"Vrv9yO Load Time Truck Mix. Slump Air Unit Wt. Mix Yds. Is.Fab_ Classof No. Arv. No. Tem (in. ) (%) (p.c.f.) Duration Plcd. No. ISet Concrete Spec. 1 /33 a SG - — t / / - - orad 2 '13 32- $"G to — "' ZY . 7 3 4 s 6 7 8 9 10 11 12 13 14 15 16 emarks: Submitted: ,r' Time Arv. /�p kb Hrs. 5!�2 pproved Trv. Hrs. �^ Mileage ?s AMERIFpN ENGINE$cI0IN!C & TESTING, INC. - ��aa 61XI-184??8��-R� S CONCREY`94ST SPECIMEN REPORT EIVED Project::E.�c�%"fir.' `'� ITZf . SAL 4_ t`` Date-"OOO-CA t. ,$'9 Project No. : xtc0 Temp. -.^g Weather:s L.,P,v Rpt. No. Placement Location : CSG t�' r�i,�` � G cl �✓ � « '7 'A-0s^ Stenrth (psi) : 30vtD Contractor: L/.j wG 0A Concrete Supplier:/?e W "i." 'f°fir."C Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) �✓ t Coarse Aggregate (lbs.) j. Water (gals. ) ' Air Entraining Agent (oz.) _ ._r v ater Reducing Agent (oz.) Other r rn Field Test Results Max. Agg. Size: �� Temp. : s16 Mix Duration : / 71y Slump (in. ) : AirContent(%): Plastic Unit Wt. (pcf) No. E Type of ,. » p// Storage Specimens Fabricated: 3C�r /ti /Z ( Location: Required Strength (psi) Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 'Pe -1- *70 a 2S m.� e IP C E ks : amples Fabri- by : J TApprov�q- catedR y P r f; CSS Architects Incorporated Corporate Place 128 Audubon Road,Building 2 Post Office Box 1460 Transmittal Wakefield,Massachusetts 01880 (6V)245-8400 To �t o �^ 2 g og No2 v ATT[ JON s I }-M 0."ay'"1-z' t%N v RE WE ARE SENDING TO YOU: Attached WE ARE RETURNING TO YOU: ' \ ❑ Under separate cover via COPIES .�DATE. NO. 1 DESCRIPTION 1 r a IP/l e- Z 3 2 2 3 3 z a 3 THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For your information ❑ For approval As requested ❑ For review and comment ❑ REMARKS y LL! O !fl L-t T Z i) m V to J O �o co � U COPY TO SIGNED: OWNER /ARCHITECT'S ARCHITECT p FIELD REPORT CONSULTANT ❑ AIA UOCU,IILNF G. II II �L FIELD ❑ - PROJECT: l �e .hdlco �G^�`"`�T°"� '¢ 11 FIELD REPORT NO: l CONTRACT: / l ARCHITECT'S PROJECT NO: 27�.d0 DATE TIME /AM WEATHER {,1.uu TEMP. RANGE 4400 EST. "6 OF COMPLETION �ol�-�ryaa 80% CONFORMANCE WITH SCHEDULE I ' , -I & ''Aate \t WORK IN PROGRESS PRESENT AI SITE M 1-I,e Gam• II n 4V4. O Y 4T L• 1. �ba41I w...c11l,lti¢ dtAA1�.. tOr o .yaaOyal \^•� S1 D� '4v-gC l.aJoO �Qay..S ati� �.5� l"oti 4�U 1+... OBSERVATIONS I. �� h }-po1T (�Sl•�or1/1 1 G2.•n �7 2. A 11w i h a d tl r -4ra\+. EX Or 1 �I lonc k Fr» �-� � 1�1., d ��d �,-�.�,o �d �� a►�� x,45 �1� 3—T•�,e r..a�h .3 ,a..11 1��,•a,e.a.., -1�,� Ise, l..,z,r• 1�,•.•. .,...�1 -t�a� pT�11 . . 1-00 1 1y��a r 1 " Y'2,vtiod�G1yp� ti I h W I. LO1 _TdN.,,}�^ ,1� - .`{.`\•�41 '�•1 1/�'11=1f� I 1 I`` V ate• Na4 , `�" `�41� 4hN Va2�V\ 1p.\`•ay 1' C�'� � �s�1b Ne blY.ngl e\�I �,V AYJ /•� l.I� 1..74.`1.1 FOOT' 4W`�C . --� 4 �1 ti 'ln b r'T7 1,a6 �T' � �nea l••. h.aL n 1� 1G�rnx \..s '1 \ � 1 512w`.•Q`.� ._ - W�\ x//•110 l� t 41744 � F-Gh..f \vim 4r� \h n d Sh �+ 1Q� I �sw. 1a Ian t•a `+o�TlEd / Y\ S 4(� � \..16a\aJ�r � lOv1. c.2 � F-Q.�..ev�.` . �W.i`e 1'•' 1`� n.'So b��1h _ 11•.T147 1I IC6v M eT �a h�w.J �'b\ �/�•, 1 I �' �1r1� ow_ 11 � �. n� `�1 �<S¢ 4.a.•a� 'T Wur S'c �J Lhi �,QJ��`' 1_-Ic•. 1`01 102 l,.�h1 Lie- `I�rGS u\1v...e d 'b�`\ale . .. g261 ti 1 ti.`�� ar Y��•.e �ol. . As Gr-c K2�n I'G was '�I�� `w'1 C v�Y't+ �\� 7(42,jQ.� �6 HJ V 1 Qw�• V4V'Q 1'�IOV �V 4 1� �J 1�+MM 01 aft\ ITE k \r wab D +C�1 v.o� t-e�\O<' `� �xa� ti. va eon+.•¢ .-Ot., c. JY}QyN OM �\�WJ�•\ ' Z L`PlL � �1'1 � Wl"� G GLu��4.� ,a.\•p.ar\.`a a G\n.. wG A eK N�l ti w 6a I"I; 1•� UrK Lc sti � � � INFORMATION OR ACTION R1EQUIRED, \�f 'F l� I.SG `K /� �,.•-¢..a W \I T+ r I .l� Gl 9JVE 4'1A1r' 1`r•Qc2 `��1 ON`�s3 W 11 t �Y11 1� hS.2r 1 ATTACHMENTS b.�g� 1 _I Flo�+o•r.74a`-) REPORT BY: Ll1� . AIA DOCUMENT 6711 • .ARCHITECT'S FIELD REPORT OCTOBER 1972 EDITION AIA� D 197' n THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 ?JEW YORK AVE.. NW. WASHINGTON, D.C. -'0006 page l id L pa'�v" j YIIw�11 11c -rL L'LlI 1 tie S l j-,, 1,r W��,4.S,•I�1 4q h �.O�1•� + 44e- , e . I4 {„Ould t%Lo 'L`�2 G -F� n .J �'�Ql�„�vj-� jc�e�u w,h '1'�¢. G h<6.•.G -CL It t S S a,•2 'C\Q/ WNER ARCHITECT'S O CHITECT o FIELD REPORT CONSULTANT G AIA DOCUMENT C-11 FIELD ❑ PROJECT: �.e �lu-�4 �` ' <+-tour, "FIELD REPORT NO: Z S•'o t«c CONTRACT: ARCHITECT'S PROJECT NO: cz DATE TIME IO'.',D AA1 WEATHER �,.�.,.,..1 /6.t� TEMP. RANGE lo. EST. '", OF COMPLETION CONFORMANCE WITH SCHEDULE ( -i WORK IN PROGRESS 11 11 PRESENT AT SITE r—>'� �i•.w ,`hu. o�p.,.. .1..� ro v � """ t � li`F,.��1 e..-cc7l`a+S pro p^>:a `CJYF-S 0�r. OBSERVATIONS {.� e�q� i�a1 h qS w�+ ex 1 aT h "-SL .-a-c �a ✓ s 11 l�es #oma e v�I .� 4, h I)1 i ce.. Cn-e 1•�.0� � �RiJFa � Z. 1 LLff s' Z �r G• , r �c7RQ`��D � oar' ((�'') //�� .. 4 I �or �,<1-2 �o � � �. ,� Lcsa I �FrO� W.w..a✓�Y ,,.,yyp..pp� �p �i l 1 a"� `•. `I�c V 1'Yy., lJ� 1 f'Q Gl fin.,.-2 4 t6 '�+ '•tea ti ITEMS TO VERIFW" INFORMATION OR ACTION REQUIRED 'ATTACHMENTS REPORT BY: Ll CL- I ti AIA DOCUMENT 6711 ARCHITECT'S FIELD R T • OCTOBER 1972 EDITION AIA_ 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.. NW. WASHINGTON. D.C. -01106 page of pac�•< ARCHITECT'S OWNER ❑ ARCHITECT ❑ FIELD REPORT CONSULTANT ❑ AIA DOCUMMENf G.11 FIELD ❑ .. -70" PROIECT-71�e �. Ico4 6��J� <RFIELD REPORT NO: CONTRACT: ARCHITECT'S PROJECT NO: 273• DATE 3 2cy I $°� TIME JZ hoar WEATHER 6kovlA TEMP. RANGE 7 EST. 'Y. OF COMPLETION 3 Y��p CONFORMANCE WITH 5 EDULE Ii•, —I 'NOKK IN PROGRESS PRESENT Al SITE o� J .tel 1 w� ti �,�.I� To�� , a �� cry ry o b e 6, a Fri p ce. t3 _ .a 'a;s� �E.M..�. ✓l J� �v�S 4ti��u0edTl..r OBSERVATIONS 1 q W i4 Xe w S c..-e. aJ�" i-er h767� �,`� sk- _m r 4 e-�' e r .. .. 4L, nn4e e `I^� I I 1•.J1 1 \ �G.."��-?<CQ s 11 � � G.2M 1�, G h 4a 00 1 . I 111CQ A- cE ap H' \fit .. II. t" A"gown r..o. �R- 4,4i t hn R. a.s15 h ekQ�r'IO O 5 U .-Q O a S1 T1,q N V..'4 c 11 1*. IL 1 A D o 1C�-C. L.fDU I� 6CC.V 1r �•. 1- �/[�'ii ITEMS TO VERIFY S�,ua'1°. I�<-.,.pLyr '"h,. l^/]e�. 'fie �4 � S�FCc/JI ��i� �//1 1 ( I-ee0 C/•'^S��I- `�-� 4.'- ' ii .(L��' �a�.-C� ^p Ga r�1.. }1 1y,... `"GNB �b��•p.Oro�J �^1 iC� 4ti 4 '✓l �/1��lRC �+ '� �� IO O I'ti.LSuh M� x'10 I.O Cp'1 Gem IC We Itil�J 0- INFORMATION OR ACTION RE(:/IUItREn I i/ IINQ d ti -y-� 4 dbo)<k ��- 5¢� �•-�.,,n ATTACHMENTS 4- �j ev r ^ L 44A 0-i r REPORTBY: AIA DOCUMENT 6711 • .ARCHITECT'S FIELD PORT • OCTOBER 1972 EDITION • AIAO • l) 1972 . THE .AMERICAN INSTITUTE OF ARCHITICTS,71735 NEW YORK AVE.. NW. WASHINGTON. D.C. =0006 page ,I plgl's AMERICAN - ENGINEERING & TESTING, INC. _1Fy° , 7T77 -- 617-848-5184 - - - - - - A;�R i 1989 CONCRETE TEST SPECIMEN REPORT I Vel (JR. C0 PURA7101M Project: Z4 f`c' . >•'1 Date t-, Project No. : <,c( i. Temp. ;" ', Weather: 'S cJ,<f Rpt. No. Placement : Required Location : V,c„ ;44P '- c, cf� e i t Strength (psi) : � Contractor: 4-A-f-j1 o f�? Concrete Supplier: /?e .� y `';�% r®s�a�;• W Mix Proportions - 1 Cubic Yard - Dry Material Amount / Source Cement (lbs.) Fine Aggregate (lbs. ) / U f � t Coarse Aggregate (lbs.) Water (gals. ) / nlyf Air Entraining Agent (oz.) Water Reducing Agent (oz.) + Other Field Test Results Max. Agg. Size: �l'te Temp. : S-6 Mix Duration: / 1XV Slump (in. ) : l Air Content (%): Plastic Unit Wt. (pcf) - I No. & Type of t, pt/ Storage -Specimens Fabricated : 3 (i _ �'► / Location: hRequired Strength (psi) 3 (»Z) Q L3 a o - `e'LL, Results --J SpedrmereNrp. Date Tested 3 day 7 day 14 day 28 day 56 da Cr 725 n1," C, Remarks : amples Fabri- y Approved v r r, sated by : 7Ri �'ra� i=... ..,; .,, .. ,., .:+,.;: _3c•t r '�:�. T-) AMERICAN ENGINEERING .&-TF-STING.. INC. 617-848-5184 I kit) r',)OATINJ CONCRETE PLACEMENT REPORT Project: c Date: Project No. &O Temp. lz, Rpt. No. Placement Location:,V 4' Concrete Supplier: Method of Placement : Loa TimeruckMix. Slump Air Unit Wt. Mix Yds. 5P.Fab. Classof No. Arv. No. Temp. (in.) (p.c.f.) Duration Plcd. No. ISet Concrete of ,JO 3 3 4 5 6 7 8 9 10 11 12 13 14 15 16 lemarks: Submitted: .-12 Tirre Arv. I-Job Hrs. kpproved,,..,iRana Trv. Hrs. r AMERICAN ENGINEERING & TESTING, INC. Ion- DAILY REPORT AW! Project: Endicott Center - Salem Date: 3/28/89 Project No. : 8860 Temp. 70 Weather: sunny Rpt. No. 032889-NUT NON-DESTRUCTIVE TEST REPORT Test Method: Ultrasonic Type: Weld Test Equipment: Krautkramer Model USK 7 Flaw Detector Location: 1st deck, 2nd deck, 3rd deck Part Identification: moment connection/ column splice Quantity: 19 Material: Carbon Steel Specification: AWS D1.1-84 Acceptance Standard: AWS D1.1-84 Test Data: Transducer - 3/4" x 5/8" - 2.25 MHz, 1/2" Dia. 5 MHZ Wedge Angle - 70° Couplant - Exosen #20 Calibration Standard - IIW Block -Reference Standard ---:060 side drilled hole - Result: 1st Deck B @ 2 N & S - Accepted B @ 3 N & S - Accepted B @ 4 N & S - Accepted B @ 5 N - Accepted B @ 5 S - Rejected (needs more weld) Remarks: N - North, S - South Submitted: William Coleman Time 0845 Job Hrs. Arv.: : 14 Approved: W Travel 3 Mileage: 90 24P AMERICAN Q i 0, ENGINEERING & TESTING,-INC. n tcA� _- 617-848-5184 DAILY REPORT A"`':_�� Lv ii Jr�Ali0P1 Project: Endicott Center - Salem Date: 3/28/89 Project No. : 8860 Temp. 70 Weather: sunny Rpt. No. 032889-NDT NON-DESTRUCTIVE TEST REPORT Results: C @ 3 N - Accepted C @ 3 S - Rejected (failed) 2nd Deck B @ 2 N & S Rejected (fill in welds) B @ 3 N - Rejected (fill in welds) B @ 4 N - Rejected (fill in welds) B @ 5 N - Accepted 3rd Deck B @ 4 N & S — Accepted B @ 5 N & 5 - Accepted Remarks: N North S South E Submitted: Time ::Job Hrs. : William Coleman q ry 0845 1 Approved: TTravel 3 Mileage: 90 - 41 � .-. •n. .T�.r-4P LI eafM,cou°rr�� Itu I11 -gal on r' .�2t55iIC111t5F#f5 p 4 i } 3 C3 '� l �;ilrttutittg 1�in�trl (: ttr c alrtn (hrrrii DECISION < m Site Plan Review Special Permit 4� +.1* w Urban Development Action Group Donald Burnham �� W 5 Pirates Lane N Gloucester, MA m Z RE: 234 Essex Street > m w Q7 On Thursday, September 8, 1988, the Planning Board of the Citv of Salem held a public hearing regarding the application of the Urban Development Action Group, 5 Pirates Lane, Gloucester, MA for a Special Permit under Section R, Site Plan Review, of the Salem Zoning Ordinance. for the rehabilitation and construction of two additional floors at 234 Essex Street . .At a regularly scheduled meeting of the Planning Board held on September 8, 1988, the Board voted by a vote of six in favor, two abstentions , to approve the application as complying with the requirements of a Special Permit , subject to the following conditions: 1 . Conformance with Plan I Work shall conform to plan entitled, "Conant Court , Site Development Plan", dated August 10, 1988. / _ . Amendments Any amendments to site plans shall require the approval of the City Planner. 3 . Signage Signage shall be reviewed and approved by the SRA. DRB and City Planner. 4. Maintenance Refuse removal , ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. 5 . Landscaping \� Landscaping of the site shall conform to plan entitled "Site/Landscape Plan, Conant Court" , dated May 3 , 1988, prepared by Robert L. Ossman, Landscape Architect . a. Trees shall be a minimum of 4" caliper. Shrubs shall be a minimum diameter of 2 ' . /w � . Maintenance of landscape \ c-getation shad be the responsibility of the developer, his successors or assigns . C . There shall be no storage of snow on landscaped areas . 6 . Board of Health Board of Health requirements shall be strictly adhered to. 7 . Parking The developer shall work with and negotiate with the City Planner and Planning Department to address the need for additional parking to service the proposed residential units. Such parking shall be provided in locations as required by the Planning Department , and may include the so-called Sewall Street parking lot and Church Street lot . 8 . Construction Practices All construction shall be carried out 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. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature ,may be permitted at other times. b. All reasonable action shall be taken t0 minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. 9. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted prior to the issuance of Certificates of nccupancv. 10. Violations Violations of any of these conditions shall result in revocation of this permit by the Planning Board. This Special Permit shall not 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 indes under the name of the owner of record or is recorded and noted on the owner' s Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant . I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Boa d. WaLt 6 . Walter B. Power, III l3•� ' Chairman J2244 AMERICAN ENGINEERING a TESTING, INC.- i75 775 617-848-5184 [A!vVLOq con CONCRETE TEST SPECIMEN REPORT Project: A)1� tq( Date: Project No. : Temp. ?f; Rpt. No. PlacementKequired Location : 3606 Strenath (r)si) Contractor: Concrete Supplier: _-O F )v (X Mix Proportions I Cubic Yard Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) Coarse Aggregate (16"s.) Water (gals. )— ir Entraining Agent (oz.) Water Reducing Agent (oz.) Other Field Test Results Max. Agg. Size: Temp. : Mix Duration : - — 4 Slump) (in. ) : 6111 Air Content Plastic Unit Wt. (pcf) No. Tyof Storage qpJ Sp ensFabricated:,+ � Location: X5& aw LU U- UU) Required Strength (psi) -J C= 1=O Results Specimen Nyo. Date Tested 3 day 7 day 14 day 28 day 56 day ftr.o - -7 r. 7 m„41 33.3 Ci ?S'-f 0 Remarks : z�ampleS Fabri-/ sated by : [Ap p AMERICAN 77�f ENGINEERING a TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: �7 Date - : 21 A" —] Project No. Temp. Weather Rpt. No. Placement Required Location : Stren-gth (psi) Contractor: _ Concrete Supplier: ee Mix Proportions 1 Cubic Yard Dry Material Amount Source Cement�(lbs.) Fine Aggregate (lbs. ) 7-7 Coarse�Aggregate (lbs.) Water�(gals. ) U Air Entraining Agent (oz.) Water Reducing Agent (oz.) Dr Other -r-SCRIV Field Test Results Max. Agg. Size: M Temp. : &,7G' Mix Duration: Slump (in. ) Air Content (%): Plastic Unit Wt. (pcf) Cn ypeZ6 - forage 11 PeciraRfls F&ricated: Location: C) to iz� Required Strength (psi) Spe MC�i Results Q= * en ~ Date Tested 3 day 7 day 14 day 28 day 56 day Remarks : amples Fabri- cated by: r9yed,.- f-7 ji: �0 CSS Architects Incorporated Corporate Place 128 Audubon Road, Building 2 Post Office Box 1460 Wakefield,Massachusetts 01880 (61 71 245-84M Endicott Center at Townhouse Square Code Analysis March 15, 1988 Use Group B Business Floors 1 & 2, 3 ,4, & 5 Incidental Group A-3 Assembly, Restaurant Portion of Use Basement Section 213. 0 Mixed Use & Occupancy Section 213. 1 2 . Uses completely separated horizontally and vertically by fire separation walls and floor ceiling assemblies with 2 hour fire grading (Table 902, Group B, 2 hour, Group A-3 , 2 hour) One building - most restrictive height and area limits shall apply. Section 213.2 Incidental Uses Where the higher hazard use is supplemental to the main use of the building and the area devoted to such use is constructed and segregated by fire resistance rated construction as required in Article 4 , the building shall be classified according to the main use. Construction Type: Existing building is type 3B (Floors 1,2, 3) . New Construction to be type 2B (Floors 4 & 5) . Section 302 .0 Restrictions within the fire limits. No special restrictions apply because we are using Type 3B or 2B construction. . Table 305 Type 3B Type 2B B Occupancy 4 story 50' 5 Story 65' 19,800 S. f. 22 ,500 s. f. TABLE 214 FIRE RATINGS OF STRUCTURAL ELEMENTS (In Hours) 2B 3B 1. Fire separation of 30' or more Bearing 1 2 Non Bearing 0 0 ` Fire separation of less than 6' Bearing 1-1/2 2 Non Bearing 1 2 Fire separation of 6' or more but less than 11' Bearing 1 2 Non Bearing 1 2 Fire separation of 11' or more but less than 30' Bearing 1 2 Non Bearing 1 1-1/2 2. Fire walls and party walls 2 2 3. Fire separation assemblies 2 1-1/2 4 . Fire enclosure of exitways, exitway hallways and stairways 2 2 5. Shafts (other than exitways) , elevator hoistways 2 2 6. Exitway access corridors 1 1 Vertical separation of tenant spaces 1 1 7. Non bearing partitions 0 0 TABLE 214 FIRE RATINGS OF STRUCTURAL ELEMENTS (In Hours) 2B 3B 8. Interior bearing walls, bearing partitions, columns, girders, trusses (other than roof trusses) , and framing a. Supporting more than one floor 1 1 b. Supporting one floor only 1 1 C. Supporting a roof only 1 1 9. Structural members supporting wall 1 1 10. Floor construction including beams 1 1 11. Roof construction including beams, trusses and framing arches and roof deck. 1 1 a. 15' or less in height to lowest member 1 1 b. More than 15' but less than 20' in height to lowest member 0 0 C. 20' or more in height to lowest member 0 0 Table 305.4 Allowable area reduction 30% for 5 story, 3B construction B 19,800 less 30% = 19,800 - 5,940 = 13,860 Section 306.2 Street frontage increase Perimeter 93 .2' + 93. 5' + 62. 5' + 58' + 58' + 41' + 78' = 484 . 2' 25% = 121.0' Actual frontage 93 .2' + 93 .5' = 186.7' = 39% increase tabular area 14% x 2 = 28% B 13,860 plus 28% = 17,740 s.f. Section 306. 3 Automatic Fire Suppression System increase area 100% B 17,740 + 13 ,860 = 31,600 s.f. Section 308 Height Exceptions 308. 1 When a building is equipped with an approved automatic fire suppression system the building may be erected one story or 20' higher than specified in Table 305. Existing floor areas (including Bootery and slate roofed bldg. ) Basement 9,277 s. f. First, incl. mezz. storage 11,771 s. f. Second 10,335 s.f. Third 6, 392 s.f. Proposed floor areas Fourth 6,392 s. f. Fifth 6,048 s. f. Automatic fire suppression system required to achieve height desired. Allowable area far exceeds actual per floor. Section 606 Occupancy Load From Table 606 Maximum floor area allowances per occupant. Assembly, Unconcentrated 15 net s. f./occ. Storage, Mechanical 300 gross s.f./occ. Business 100 gross s.f./occ Lower Level 2, 000 s. f. dining room 134 occ. 7277 s. f. Storage 25 occ. 1st Floor, 11,771 s. f. 25 occ. 2nd Floor, 10,335 s. f. 104 occ. 3rd Floor, 6,392 s. f. 64 occ. 4th Floor, 6,392 s. f. 64 occ. 5th Floor, 6,048 s. f. 61 occ. From Table 608 Capacity per unit egress width Business (with fire suppression system) . In stairways 90 occupants is capacity per unit egress width. For doors, ramps corridors 150 occupants is capacity per unit egress width. 616.2 Width of interior exitway stairway to be 44 inches. Section 903 .6 Fire Retardant Treated Wood 903 . 6.2 Fire retardant treated wood may be used in Types 1 & 2 construction for partitions, structural elements, and roof framing and sheathing provided that the assembly in which such material is used shall produce the required fire resistance rating. f • A OUTLINE SPECIFICATION Renovations and Additions to: The Endicott Center at Townhouse Square Salem, Massachusetts April 1988 Owner: Decan Associates 5 Pirates Lane Gloucester, MA. 01930 General Contractor: Bond Bros. Inc. 145 Spring St. Everett, MA 02149 Architect: CSS Architects Incorporated Corporate Place 128, Building 2 Audubon Road Wakefield, MA 01880 1. BUILDING FEATURES A. Two story addition and renovations to existing building at Townhouse Square, Salem, Massachusetts. Existing building is a 3 story structure with basement. B. Building Area Existing (to be renovated) including Bootery and Slate Roof Building. Basement: 9, 277 s. f. First Floor including Mezzanine Floor: 11, 771 s. f. Second Floor: 10, 335 s. f. Third Floor: 6,392 s. f. Proposed Fourth Floor: 6, 392 s. f. Fifth Floor: 6, 048 s. f. C. Building Heights: 69'6" D. Use Group Classification: Group B - Business - Floors 1, 2, 3, 4 & 5 Incidental Use Group A-3 - Restaurant - portion of basement. E. Construction Classification: Existing Building - Type 3B (Floors 1, 2 & 3) New Construction - Type 2B (Floors 4 & 5) F. Fire Resistance Ratings: Table 214 - State Building Code. INDEX TO SPECIFICATIONS 1. Building Description 2 . Division 1 - General Requirements 3. Division 2 - Sitework 4. Division 3 - Concrete 5. Division 4 - Masonry 6. Division 5 - Metals 7. Division 6 - Wood and Plastics 8 . Division 7 - Thermal & Moisture Protection 9. Division 8 - Doors & Windows 10. Division 9 - Finishes 11. Division 10 - Specialties IZ Awt-,10n 11 "�u� ran.ah"r 1t Division 12 - Furnishings 11. Division 14 - Conveying Systems sM \1 TABLE 214 FIRE RATINGS OF STRUCTURAL ELEMENTS (In Hours) 2B 3B 1. Fire separation of 30' or more Bearing 1 2 Non Bearing 0 0 Fire separation of less than 6' Bearing 1-1/2 2 Non Bearing 1 2 Fire separation of 6' or more but less than 11' Bearing 1 2 Non Bearing 1 2 Fire separation of 11' or more but less than 30' Bearing 1 2 Non Bearing 1 1-1/2 2 . Fire walls and party walls 2 2 3 . Fire separation assemblies 2 1-1/2 4. Fire enclosure of exitways, exitway hallways and stairways 2 2 . 5. Shafts (other than exitways) , elevator hoistways 2 2 6. Exitway access corridors 1 1 Vertical separation of tenant spaces 1 1 7 . Non bearing partitions 0 0 TABLE 214 FIRE RATINGS OF STRUCTURAL ELEMENTS (In Hours) 2B 3B 8 . Interior bearing walls, bearing partitions, columns, girders, trusses (other than roof trusses) , and framing a. Supporting more than one floor 1 1 b. Supporting one floor only 1 1 C. Supporting a roof only 1 1 9 . Structural members supporting wall 1 1 10. Floor construction including beams 1 1 11. Roof construction including beams, trusses and framing arches and roof deck. 1 1 a. 15' or less in height to lowest member 1 1 b. More than 15' but less than 20' in height to lowest member 0 0 C. 20' or more in height to lowest member 0 0 DIVISION 1 GENERAL REQUIREMENTS A. General and Supplementary Conditions, AIA Form A201 and all its amendments. B. Summary, alternates, allowances, schedules, reports payments, procedure and controls, submittals, temporary facilities, products and substitutions and project closeout. DIVISION 2 SITEWORK A. Building Demolition - as indicated on drawings. B. Paving - brick pavers. C. Fire Water System - water service piping, sewer collection system, storm water drainage. D. Planting, seeding and ground cover. DIVISION 3 CONCRETE A. Concrete - ready mixed concrete having an ultimate compressive strength of 3000 PSI at 28 days. Slump 3-5 inches. Maximum 5-1/2 sacks cement per cubic yard. B. Reinforcing - deformed bars ASTM A615 grade 60 welded wire fabric ASTM A185. C. Formwork - smooth plywood, board forms. D. Non-Metallic - non-shrink grout. DIVISION 4 - MASONRY A. Unit Masonry Face Brick: 2-1/4" x 3-5/8" x 7-5/811, conforming to ASTM C216, Grade SW. Common Red Brick: Well Burned, Red, Sand-Struck, made of clay, conforming to ASTM CGL, Grade MW. Concrete Masonry Units: Shall conform to ASTM C90 ASTM 14S (Moisture Controlled Units) Grade N-1 for hollow and solid load-bearing concrete masonry units. B. Stone Work - All granite shall be of standard grade, free of cracks, seams or starts, of 2" thickness/ finish is fine rubbed as defined by the National Building Granite Quarries Association, Inc. C. Masonry Restoration and Cleaning: 7 DIVISION 5 METALS A. Structural Steel - structural shapes, ASTM A36; pipe columns, ASTM A53 ; tube columns, ASTM A500; bolts ASTM A325X, A307; welding electrodes, ETDXX; paint, primer 2 mils thick. B. Sheet Metal - ASTM A-246. C. Metal Floor Form - 9/16" deep x 26 gage galvanized conforming to ASTM A611 grade C or ASTM A446 grade A minimum yield stress 33 , 000 PSI per Wheeling or approved equal. Roof Deck - 1-1/2" deep x 22 gage type WR conforming to ASTM A611 grade C or ASTM A446 grade A, minimum yield stress 33, 000 PSI per Wheeling or approved equal. D. Steel joists shall be standard K series, yield stress 50 KSI, manufactured in accordance with SJI recommendations per Vulcraft or approved equal. E. Cold Formed Metal Framing - steel studs, 2-1/2" and 3-5/8" & 6" 20 gauge per United States Gypsum Company or approved equal for all interior partitions. Steel studs 611, 16 gauge for all exterior wall and roof framing. F. Handrails and Railings - steel pipe rail, ASTM A53, schedule 40, 1-1/2110. steel fittings, Julius Blum & Co. or approved equal. Extruded aluminum cap and base for glass handrail per Zephyr Metal Craft, Inc. or approved equal. G. Steel Ladder - 3/8" x 2-1/2" steel rails, 3/4" round steel rings. H. Miscellaneous steel shapes, lintels, hangers, brackets and steel stair stringers, pans and pipe rails. I. Formed Cornice - 24 gauge galvanized steel. J. Metal Snowfence - Galvanized steel as shown on drawing, customized version of "Aristocrat" per Builders Fence Company, Inc. of Sun Valley, CA. or approved equal. DIVISION 6 WOOD AND PLASTICS A. Rough Carpentry - lumber, 2" nominal thickness and less, grade #2 southern pine, hemlock, poplar. Greater than 2 ", construction grade, western hemlock, Douglas fir, southern pine. Exterior plywood, standard C-D INT-DFPA, with exterior glue. Interior plywood, C-D INT-DFPA. Preservative Treatment - Osmose K-33 or approved equal fire retardant treatment - Osmose flame proof LHC or approved equal. B. Finish Carpentry - lumber: interior solid hardwood, premium grade mahogany, interior softwood, premium grade poplar, northern white pine, ponderosa, sugar pine or western pine. Solid hardwood for concealed framing and blocking, custom grade any specie. Plywood - softwood plywood for concealed areas, BD- INT-DFPA. Plywood for plastic laminated countertops, economy grade birchwood. Particle Board - 45 pound density. Plastic laminate - Solid color Nevamar or approved equal. C. Architectural Woodwork: Custom grade mahogany or better in accordance with the quality standards of the Architectural Woodwork Institute. DIVISION 7 THERMAL AND MOISTURE PROTECTION A. Waterproofing Dampproofing and Caulking - cementitious waterproofing: waterproofing products by U. S. Waterproofing, Inc. or approved equal. Bituminous Dampproofing - emulsified asphaltic fabricated mastic type; hydrocide mastic 700 by Sonneborn/Contech Inc. or approved equal. Sealants - non-sag and self levelling polyurethane, low and medium modulus silicone per Tremco or approved equal. Joint Fillers - open cell polyurethane and closed cell polyethylene per William Products, Inc. or approved equal. Water Stop - Plastigrip per Progress Unlimited or approved equal. DIVISION 7 THERMAL AND MOISTURE PROTECTION (CONTINUED) B. Building Insulation - blanket or batt glass fiber per Owens-Corning or approved equal. R value shall be R-11 for 3-1/211 . C. Acoustical Insulation - batt or blanket glass fiber by Owens-Corning or approved equal. Sound transmission class rating of the insulated partition shall be 54 . D. Fire Safing Insulation - Thermafiber manufactured by U.S. Gypsum Company or approved equal. E. Expansion Joint Filler - Ceva System per E-Poxy Industries, Inc. or approved equal. F. Synthetic Plaster Wall Syst - Synthetic System as manufactured by STO Inde An-c. , Rutland, Vermont. G. Standing Seam Copper Roof - 16 oz. soft, standard cold rolled copper, 1" high single lock seam, seam spacing 15" o.c. H. Roof and Flashing - membrane roofing and flashing shall be EPDM compounded Elastomer "Sure Seal" mechanically fastened roof system as per Carlisle Tire and Rubber Co. with a 10 year warranty. i Roof Insulation - expanded polystyrene, 2-1/4" thick Nl.o { minimum density 1 LB./CFT and R value of 10. 00. J. Roof Pavers - 96 LB. type per Ideal Concrete Block or approved equal. 0�K±: Roof Hatch - 2 '-6" x 4'-6" type NB by Bilco or approved kr^" equal. L. Performed Wall Panels - M Series by ECT Building Components, Inc. or approved equal. M. Performed Metal Roof �anels-R Series by ECT' Building Components, Inc. or approved equal. N. Metal Flashing - lead coated copper, 20 oz. DIVISION 8 DOORS AND WINDOWS A. Metal Door Frames - pressed metal frames, galvanized steel, exterior 14 GA. interior door frames and glazed partitions 16 GA. Overly Manufacturing Company or approved equal. B. Hollow Metal Doors - exterior doors, 16 GA. galvanized steel. Interior doors, 18 GA. galvanized steel. Hollow portions filled with mineral rock wool, fiberglass or equal 1-3/4" thick Overly Manufacturing Company or approved equal. C. Wood Door Frames - premium etc. M"Pa► a v% D. Wood Doors - interior solid core flush wood veneer labeled and non-labeled doors. Weyer Haeuser Architectural Doors or approved equal. 1 ' E. Aluminum Entrance - Thermal entrance, 190 lLrrow 4t�le by Kawneer or approved equal. Store Front - First floor, Nu-Core by Kawneer or approved equal. Aluminum windows - Second Floor, Monumental series 7000 New Englander by North American Manufacturing, Inc. or approved equal. Third thru fifth floor, New Englander series 8000 by North American Manufacturing, Inc. or approved equal. F. Hardware - Allowance. G. Glass and Glazing - Insulating glass, 5/8" & 7/8" thick unit, two panes 1/4" thick. Float glass with air space, clear. 1/4" thick glass, float & tempered, clear. Mirrors, 1/4" thick polished plate glass. Wired glass, 1/4" thick, clear. DIVISION 9 FINISHES A. Gypsum Wall Board Fire rated and non rated wallboard, 1/2" & 5/8" thick, 48" wide per U.S. Gypsum or approved equal. B. Gypsum Soffit - "Exterior Gypsum Ceiling Board" per U.S. Gypsum Co. or approved equal. C. Moisture Resistant Gypsum Wallboard (MR Board) - 1/2" & 5/8" thick 48" wide (firerated, where required) . D. Acoustical Ceilings - suspension system shall be '1 ""4&rweS alk by National Rolling Mills or approved equal. Ceiling panels shall be 24" x 48" x 3/4" "Second Look II/ Sup"fine Score" #2776 per Armstrong World Industries or approved equal. E. Resilient Flooring - vinyl composition tiles 12" x 12" x 3/32" "Standard Excelon" per Armstrong or approved equal. F. Tile - ceramic floor tile i" x 1", unglazed porcelain; American Olean or approved equal. Ceramic wall A tile 4-1/4" x 4-1/411, glazed porcelain, American Olean or approved equal. Marble threshold at toilet rooms. G. Cast marble floor tile by Armstar or approved equal. H. Carpet - cut pile by Lees or approved equal. I. Vinyl Wall Covering - allowance of $1.75 per square foot for material and labor. J. Fabric wall covering - allowance of K. Painting - egg shell on wall and semi-gloss on door frames, acceptable manufactures: Porter, Devoe Tnemec, Pratt and Lambert, Benjamin Moore. L. Shaft Wall - 1" thick shaft wall liner board, C-H studs and runners by USG or approved equal. DIVISION 10 SPECIALTIES A. Toilet Partitions and Doors - Floor supported, high pressure decorative laminated plastic particle board core. American Sanitary partition Corp. or approved equal. Washroom accessories, Bobrick washroom equipment or approved equal. B. Mats - vinyl back Futura Parquet Interstate Mat and Rubber Co. , Inc. or approved equal. DIVISION 12 FURNISHINGS A. Window Treatment - vertical blinds, 2-1/2" plastic vanes, Lorite by Levolor or approved equal. DIVISION 14 CONVEYING SYSTEMS A. Hydraulic Elevator - 2500 lbs. capacity by Dover Elevator or approved equal. AMERICAN -77�7- r 7 ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project : tNDfP �7 sr .i z rf Date: a Project No. : o. (�0 Temp. (:e Weather:(?Jnur2y Rpt. No. Placement t^ _ Required Location : 2 Coor.7. S/� ,.,.; C -. t7 7-p 2 - Z Strength ( a) Contractor : Concrete Supplier : 2ED Cnn 3 Mix Proportions - 1 Cubic Yard - Dry n+n o 2c ' � ' o Material Amount Source= x — Cement (lbs.) f. CO Fine Aggregate (lbs.) �. Coarse Aggregate (Ibs.) Water (gals. ) IN�'^, Air Entraining Agent (oz.) Water Reducing Agent (oz.) Other / Field Test Results Max. Agg. Size: Temp. : Z Mix Duration : Slump (in. ) : s : ._. 1� �:, Air Content (,) Plastic Unit Wt. (pcf) : -No. 6 Type ofStora e Specimens Fabricated : 3( � " � " Location : ON 5/TE Required Strength (psi) upC) Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da i C Remarks : Samples Fabri- cated b iG ' TApproved,%. .;•. v 4+� e.-. •� R* Y M rrl �l r,......c e.f.. AMERICAN ENGINEERING & TESTIN; ' INC: ' 617-848-5184 . CONCRETE TEST SPECIMEN [RneEP..ORT Project : EN71 C c i" i' £ ;'r.; ^' E r.;:l,: Date? Project No. : � � Temp. , Weather:CtoLk�y Rpt. No. Placement Location : JLI' FL.00'z. S :k.?I: L. ',' p t , S- G Required Strength (psi) Contractor : Concrete Supplier : REJ�> 1:' 11 f,< Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (Ibs. ) / a Fine Aggregate (lbs. ) t Coarse Aggregate (lbs.) Water (gals. ) X Air Entraining Agent (oz.) c' Water Reducing Agent (oz.) Other i Field Test Results Max. Agg. Size: Temp. : Go Mix Duration : I��y Slump (in. ) : Lt /L, Air Content I%): — Plastic Unit Wt. (pcf) LNo. E Type of ff forage - ecimens Fabricated: �� t ! A y Location: 09 SIT Required Strength (psi) Zp n 0 Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 04 22 lit,r« C P Remarks : Samples Fabri- 7' Ica by : by : M rq. �C.li..,t JAPproved--:" ",:--' ✓J :�..,r-,__.,.�nYe wy . BUILDING DEPT MAY 12 9 02 AH '89 RECEIVED CITY OF SALEM,MASS. s AMERICAN ' , i ENGINEERING & TESTING, INC. 11969 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project: tNDtro ,,—r �;: 1•; s; Srlt EYI Date: Project No. : .a.. Temp. ! :, Weather: C'Ln u(2 y Rpt. No. PlacementG ed Location : ,Lf F oo r,>, St Ai;; L . .'.' r _ D 7--:) g - Strength ( si) : a� G'D 'J Contractor : Concrete Supplier : ZED Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) Coarse Aggregate (lbs.) 1, ` Water (gals. ) Air Entraining Agent (oz.) Water Reducing Agent (oz.) ,iIX n Other i r 0 Field Test Results m FAw, rl C3 Max. Agg. Size: So%t Temp. : Mix Duration: )yz C3 y °' Slump (in. ) : LL��:, Air Content (;): - Plastic Unit Wt. (pcf),":' No. E Type of _ Stora e Specimens Fabricated : 3( 6 " � ' Location oN 5/TE Required Strength (psi) 3c>e o Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 2800 "G A7rT+ 2300 C � Remarks : Samples Fabri- cated by : APProved:".i:'... ' AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE TEST SPECIMEN REPORT Project : 5ALfi1i Date: Project No. : Weather:Ctcau�y Rpt. No. J Placement if, Location : / Ft—c)02 SLAB'. 1. ,' +' D rc J_ C7Required Stren th ( si) : Contractor: Concrete Supplier: REQ L 11I,< Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs. ) Fine Aggregate (lbs. ) •' Coarse Aggregate (lbs.) Water (gals. ) Air Entraining Agent (oz.) c" j s7 Water Reducing Agent (oz.) r' Other j Field Test Results Max. Agg. Size: 170/r, Temp. : Go Mix Duration : I'A' Slump (in. ) : Lt /L. Air Content($): — Plastic Unit Wt. (pcf) -No. E Type of Storage 5 ecimens Fabricated : 3(d, t.; v ,? Location: 07 J S TLS- Required Strength (psi) �ypn Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 1:` _c)L0 04 22 /k,a C Remarks : amp es Fabri- cated by : ( ( r:� xt l<, •t. ;� Approved- ;' " 41 AMERICAN ENGINEERING & TESTING, INC. 617-846-5164 CONCRETE TEST SPECIMEN REPORT Project : S� C� J��% , Date: E27 Project No. : Tem - a Weather: Rpt. N Placement Location : i/ Required J� 3 1 c-. . '�, "o�� °r Strength (psi) Contractor : �!7 Concrete Supplier: Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (lbs.) Coarse Aggregate (lbs. Water (gals. ) Air Entraining Agent (oz.) Water Reducing Agent oz.) Other Field Test Results C" `— Or- -rt Max. Aqg. Sizer Temp. : (�j�C' Mix Duration : Y n� r � . Slump On. ) : s � Air Content (%): Plastic Unit Wt. (pctJ : m -K No. & Type of , .. Storage y �n Specimens Fabricated: S(F� ,i i.. % Location: Required Strength (psi) Results Specimen No. Date Tested 3 day 7 day 14 day 28 da 56 da �3 s r 3aiv Remarks : Samples Fabri- y : A roved.: - +� sated b � .<�� ' �, ^ 'Pp -i .... Iri:'� i'(�:�"_�;�. AMERICAN ENGINEERING & TESTING, INC. 617-848-5184 DAILY REPORT (SATURDAY) Project : Endicott Place - Salem Date : 4/22/89 Project No: : 5-5d(cC Temp. 35 Weather: clear Rpt. No. 042289-ST On the above date 1 reported to the referenced project for the purpose of performing a shear stud inspection. Inspected floors 1 and 2. Studs failing the integrity test this date were replaced and reinspected. All studs are now acceptable. i`- —- i o9 i Submitted : Time Job Hrs. : Jeff Soloway Arv.: 1230 12 Approved : rn:�� 1;..;7 . !:' ',:i °:;' ?_ _Travel 2 Mileage: 75 Hrs.. AMERICAN - r ENGINEERING & TESTING, INC. 617-848-5184 CONCRETE PLACEMENT REPORT Project: I Date Project No. Temp. Weather: : ; Rpt. No ra Placement Location : Concrete Supplier : Method of Placement: Load Time Truck Mix. Slump Air fUnit Wt Mix Yds. C Is.Fab. JClassof No. Arv. No. Tem (in. ) ($) (p.c.f.) Duration Plcd. No. Set Com-ete Spec- 2 oat 39 3 09�r �. 1.. "� v IL to $ U 6 I0 �3 7 8 9 10 11 12 13 14 15 16 emarks: Submitted: ti1';,� ::. ;`,- Time Arv. 7abHrs. PProved: ........... : `.:,:"':a .a, r Trv. Hrs. Z% Mileage 7� BUILDINC DEi'T AMERICAN ENGINEERING a TESTING, INC. MAY 30 S 58 AH '89 617-848-5184 RECEIVED CONCRETE PLNCEMENT REPORT CITY-OF SALEN,WSS. Project: �/vi�;:^ . 7- . �G.vc - Sifl., . �c� Date: y• . _ �. .., F Project No. : M ( Temp. ,-,, Weather:c•[Z> X' Rpt. No. Placement Location: e7 f T= Concrete Supplier: %_: ,.. �- Method of Placement: ,• . Load Time ruckMix. Slump Air Unit WL Mix Yds. C Is.Fab. Classof No. Arv, No. Tem (in.) I%) (p.c.f.) Duratim .Plcd. No. Set Cencrete Spec. 8 9 10 11 12 J - - 13 14 oil li e. i1v ; s 15 � �.uri r 7 Pn. .^.�.�� 'r•.+ 16 JUU emarks: \,��T��,V Des Submitted: ✓ / _ Time Arv. ?G'O JobHrs. � �/ 9 � J Pproved: t �, 1 . ^ r•,n�:r nr.^�F / -E. Trv. Hrs. Mileage Tt� e4Xa4 - _�, _ --raw., _� Q MA - � J - _ ----._ ..--------.. - .--_..---STA hd-H0.I_1..---. MSK}�u�1� _- ------------------------------- r, I �d a �r�► T � haN- hill-5itf 1C ffic 0 me 9^*T WALNUT AVGNU4 O CA*Wt^ 2,2e [ANION. OEOPWA )a/222'3. '!l{PMON. c.on 270.7412 TECHNICAL SERVICES DEPARTMENT Technical Information Line I-600-237-52U— FAX No. 404-275-4111 To: � u,� Company Name: FAX No. Datg; 4 u, Fram: AL c--f � CL CL w w Q m >w Ll- (X3 u i o L)w m �o C,. C3 Totatd NAber of Pages _� ( including this cover page). m —j V Please contact "e above person if you have not received all pages. .COMMENTS: NATIONAL ' BUREAU OF STANDARDS CER- F 1 E® ✓e A;i�f LABORATORIES, Inc. KW� A f PHONE:(404)2261400 • 1105RIVEHBEI�D DRIVE • P.0. BOX2041 • DALTON,GEORGIA 307222041 CARPETLAP NO.0108 REPORT OF TEST NU'MBE'R 434.8,1 March 25, 1986 CLIENT: Shaw Industries , Inc , Lab. Test No, 6421510007 P.O. Drawer 2128 Dalton, CA 30722-2128 SUBJECT: Carpet sample submitted and identified by client as "50962 CAPITOL (030988-9)" RADIANT PANEL FLAMMABILITY TEST Specimens of the sample were tested for critical radiant flux In accordance ,ith ASTM Test Method E-648, NFPA 253 and FTM Standard 372. The value reported is, the average of three specimens . Fest Assembly: Specimens were mounted on "Sterling" fiber reinforced cement board using 433 Parabond adhesive . TEST RESULTS Detailed Data Are Attached Hereto Average Standard Coefficient Critical Radiant Flux Deviation Of Variation >1 . 00 watts/sq. cm. - -- Che sample tested meets or exceeds the requirements for NFPA Class I . For CERTIFIED TESTING LABORATORIES, INC. "Thu r �", b'llr !e!E',:� r�it�E�ccwJancs with Cho cr :;:r"a 0 , fcrlh in tho roport, any variation In tho tritorl may 10ducB diI(aicot results." OUR LETTERS ANO REPORTS APPLY ONLY TO TIIE SAMPLE TLSTED AND ARE NOT NE:ESSARILY INDICATIVE OF THE QUALITIES Of APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. T14ESE LETTERS AND REPORTS ARE FOR THE USE ONLY Of THE CLIENT TO WHOM THEY AR[ ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME OF CERTIFIED TESTING LABORATORIES, INC. MUST REC[IVIE _... .a., . we.�.vu uen I'll vv[ R'PCRYR AYD LETTERS. AND OUR VAH[, OM OLIP %^A04 OR OUR INSIGN!A ARE NOT UNDER ANY CIRCUM • NATIONAL --TT BUREAU OF STANDARDS ,CERT I E I ED ✓ea�crz9 LABORATORIES, Inc. Kvdq PHONE:(404)2261400 • 1105 RIVERBEND DRIVE • P.O.BOX 2041 • DALTON,GEORGIA 307222041 CARPET LAP NO.0108 "(hl3 toot report rolJtes t0 inst�l!fltion In arccrdanco with t�� ri 2erla t forth In tho rcpor t, zcy variatlon: In tti0 cy �AC '�Ed3Sb, RRfJeitT t §i13k 43.1a1 Critical II Time Distance.._.._ _ _._ Radiant _Flux_.___ Specimen 1 16.6 minutes 6.3 ceutimetr<rs >1 .00 watts/sq.cm. Specimen 2 17 .0 minutes 10. 5 ,centimeters >1 .00 watts/sq.em. Specimen 3 12.0 minutes 5 .0 cent.imetc'rs >1 .00 watts/sq-cm. AVERAGE: >1 .00 watts/sq.cm. OUR LETTERS AND REPORT* APPLY ONLY TO THE $AMPLE TESTED AND ARE NOT NECESSARY INDICATIVL OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCT$. THESE LETTER* AND AECORT$ ARE FOR THE VSE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND OUR PRCOR WRRTEHI APPROYAO THE REPORT$A14Y OTHERS OR T AND LETTERS. AND OURHNAME. ORC OF HCLRI bEEAED Tf SORrJOC RIN GM ALABORATORIES,L NOT UNDER ANY CIRCUMST ...u— wn v USED IN ADVERTISING TO THE GENCRAL FV$IIC. NATIONAL BUREAU OF STANDARD$ CE RTI E ! E® ea1svf LAB0RAT0RIES, Inc. PHONE:(404)226 1409 1105 RIVERBEND DRIVE*- P.O.BOX 2041 R DALTON,GEORGIA 307222041 CARPETLAP NO.0108 REPORT OF TEST NUMBER 43483 March 25, 1988 CLIENT: Shaw Industries, Inc . Lab. Test No. 6321510007 P.O. Drawer 2128 Dalton, GA 30722-2128 SUBJECT: Carpet sample submitted and identified by client as "50962 CAPITOL (030988=9)" SMOKE, DENSITY (NBS) Smoke density tests were performed as directed in ASTM Test Method E 662-79. The results of testing are as reported below. Detailed data are attached hereto. Operating Conditions Radiometer Output: 8. 1 MV Irradiance: 2 .5 watts/sq. cm. Furnace Voltage: 115 V Burner Fuel : Propane Pressure: Positive Under Three Inches Of Water TEST RESULTS Flaming Mode Non-.Flaming Mode Average_ _ ._... Average Corrected Maximum Specific Optical Density DM (Corrected) 131 339 Specific Optical Density (DS) At 4 .0 Min . 141 99 For CERTIPIF.D TFSTING LABORATORIES, INC. 1 EI 4`f esident 1 p 1\ OUR LETTERS AND REPORTS APPLY 01'Ly TO THE SkMDLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR {IM IL AR FA0DUCTS, TRE5E LETTERS AND REPORTS ARE FOR THE USE ON;.Y OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OP. THE USE OF THE NAME OF CERTIFIED TESTING LABORATORIES, INC. MUST RECEIVE OVR PRIOR WRITTEN APPROVAL, THF, REPORT6 ANO LETTERS AND OUR NAME, OR CUP SE^.LE, OR OUR INS!CNIA ARE NOT UNDER ANY CIRCUM NATIONAL BUREAU OF STANDARDS C E RIFIF 1 E D ev4;V LABORATORIES, Inc. KWA? PHONE:(404)226-1400 E 1105RIVERSEND DRIVE • P.O.BOX2041 • DALTON,GEORGIA 307222041 CARPET LAP N0.0108 ATTACHMENT TO REPORT NDMRFR 43483 'll i Flaming Mode Chamber Temperature (Start) 1000 F 1000 F 1000 F Specimen Number: _ 1 _. 2 _ _ 3 _ Avg. Minimum % Transmission (TM) 8 .3 7.0 8.5 7.9 Time To Attain TM (Minutes) 3 5 7 5.0 Maximum Specific Optical Density (DM) 143 152 141 145 Clear Beam (DC) 14 14 15 DMC (Corrected DM) 129 138 126 131 Specific Optical Density (DS) At 1 .5 Minutes 35 35 33 34 Specific Optical Density (DS) At 4 .0 Minutes 139 148 136 141 I Non-Flaming Mode Chamber Temperature (Start) 1000 F 1000 F 1000 F Specimen Number: 1 _ __2 __ _ 3_ Avg. Minimum % Transmission (TM) 1 . 2 0.093 0 . 14 0.48 Time To Attain TM (Minutes) 19 8 9 12.0 Maximum Specific Optical Density (DM) 254 400 377 344 Clear Beam (DC) 4 5 5 DMC (Corrected DM) 250 395 372 339 Specific Optical Density (DS) At 1 .5 Minutes 5 5 5 5 Specific Optical Density (DS) At 4 .0 Minutes 54 153 89 99 I OUR LETTGRS ANO REPORTS APPLY ONLY TO THE SAMPLE TESTED AND APE NOT 14CCESSAR''.LY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS THCgE LE77[R9 AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THETA COMMUNICATION TO ANY OTHERS OR THE USE OF THC NAVE OF CEH'IIFIED TESTING LABORATORIES, INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL- TAE REPORTS AND LETTERS, AND OVR NAFIE, OR OUP SEALS. OR OUR INSIGNIA ARE NOT UNDER ANY OIRCUM' �� Mu — ev „APn ,N Al"PTTS,w: Tri 1�1 ..L.\'(PAL FURL-IC - • T 4 + NATIONAL BUREAU OF STANDARDS "C E R�["I. o ED e�4,iz9 1ABORATORIES, Inc. Kv&q PHONE(404)226-1400 R 1105 RIVF.RBEND DRIVE • P.O.BOX 2041 S DALTON.GEORGIA 30722-2041 CARPET LAP + ' + E ' N0.0108 REPORT OF TEST NUMBER 41229-A August 21 , 1987 CLIENT: Shaw Industries, Inc. Lab. Test No. 6420430018 P.O. Drawer 2128 Dalton, GA 30722-2128 SUBJECT: Carpet sample submitted and identified by client as 1150959 FORECAST (42787-33)" . RADIANT PANEL FLAWABILITY TEST Specimens of the sample were tested for critical radiant flux in accordance with ASTM Test Method E-648, NEPA 253 and FTM Standard 372 . The value reported is the average of three specimens. Test Assembly: Specimens were mounted on "Sterling" fiber reinforced cement board using 433 Parabond adhesive. TEST RESULTS Detailed Data Are Attached Hereto Average Standard Coefficient Critical Radiant Flux Deviation Of Variation 0.66 watts/sq. cm. 0. 19 28. 1 The sample tested meets or exceeds the requirements for NFPA Class I. For CERTIFIED TESTING LABORATORIES, INC. rlasldent:toe WI:h 1p tSo or Sr.lo ,I!,y vorlat:on In tho ' crltortr,)_oy pr �u':e dlrcrcat rL:c ''s I OUR LETTERS AND REPORTSAPPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECE55ARILv INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. THESE LETTC RS AND REPORTS ARE FOR T,IE USE ONLY OP THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE U5, Or T%IE NAPE Or CERTIFIED TESTING LABORATORIES, INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL THE PCPORTE AND LETTEPE, 4ND OUR NAME, 05 O'.1R SEAA.S, OR OUR INSIGNIA APE NOT UNDER ANY CIRCUM F L., I . • F _ NATIONAL . • • + A ' BUREAUOF STANDARDS CEO I F 1 E O 7"7��. LABORATORIES, Inc. PHONE:(404)2261400 • 1105 RIV,ERBEND DRIVE • P.0 BOX2C41 • DALTON,GEORGIA 307222041 CARPET LAP NO.0108 "i,jb toot report Teletes 10 incts!lation in accordance with C13 crl23rlo cat forth la the repart, ar.y Varlatlon In Qio erltorla nay produce ditforcnt re5ults." ATTACHMENT TO REPORT NUMBER 41220-A Critical Time __ Dis_tanc_e____ Radiant Flux Specimen 1 79.2 minutes 37.8 centimeters 0.52 watts/sq. cm. Specimen 2 32.5 minutes 20.4 centimeters 0.87 watts/sq. cm. Specimen 3 65.9 minutes 33. 7 centimeters 0.59 watts/sq. cm. AVERAGE: 0.88 watts/sq. cm. Standard Deviation: 0. 19 Coefficient of Variation: 28. 1% OUR LETTERS AND REVORTS A11I_1 ONLY TO THE SAMPLE TESTED ANo ARE NOT Ht"I'S5ARILY INDICATIVE OP THE DUALITIES Or APPARENTLY IDENTIUL OR SIMILAR PRODUCT6. THESE LEITCRB AND REYORT6 ANE IJR THE USE ONLV 01 THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO A.VY OTHCRS OR THE U5[ OF THC HAVE OF GCRTIFIEO TESTING LABORATORIES, INC. MUST R[<pV[ -... — — --N aPEPnVA, THE REPORTS AHD LETTERS, A.`.'D OUR NAMr, OR O'JR SEALS, OR OUR INSIGNIA ARE NOT VNDER ANY CIRCUM 1:1 L J! • R . A + NATIONAL F BUREAU OF STANDARDS C E RT1'F I E D v4;iy ,LABORATORIES, Inc. KWA? PHONE:(404)226-1400 • 1105 RIVEaLTEND DRIVE • P.O.80X2041 • DALTON,GEORGIA30722-2041 CARPET LAP NO.0108 REPORT OF TEST NUMBER 41404-A August 31 , 1987 CLIENT: Shaw Industries , Inc. Lab. Test No. 6420430018 P.O. Drawer 2128 Dalton, GA 30722-2128 SUBJECT: Carpet sample submitted and identified by client as "50959 FORECAST (42787-33)" SMOKE DENSITY (NBS) Smoke density tests were performed as directed in ASTM Test Method E 662-79. The results of testing are as reported below. Detailed data are attached hereto. Operating Conditions Radiometer Output: 8.1 MV Irradiance: 2.5 watts/sq. em. Furnace Voltage: 122 V Burner Fuel : Propane Pressure: Positive Under Three Inches Of Water TEST RESULTS Flaming_Mode Non-Flaming Mode _._Average _ Average— Corrected Maximum Specific Optical Density DM (Corrected) 178 232 Specific Optical Density (DS) At 4 .0 Min. 188 67 For CERTIFIED TESTING LABORATORIES, INC. Jo IiLZ r9iik, President 1p OUR LETTERE AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT H[<ESSAPILY INOiCATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAM PRODUCTS. THESE LETTERS AND REPORTS ARE FOR P•E VSE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME OF CF-RTIFIED TFSTING LABORATORIES, INC. MUST REOEIVS OUR PRIOR WRITTEN APPROVAL, T11E REPOPTC AND LETTERS. AND OUR NA!!C CP O'.:c SE+L9, OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUM NATIONAL L 1 ' BUREAU OF STANDARDS CERTIFIED 74;7f LABORATORIES, Inc. Kv PNONEt(404)226-1400 • 1105RIV�RBENDDRIVE • P.O.BOX2041 R DALTON,GEORGIA30722-2041 CARPETLAP a ' NO.0108 ATTACHMENT TO REPORT NUMBER 41404-A Flaming Mode Chamber Temperature (Start) 1000 F 1000 F 1000 F Specimen Number: __ 12 3 Av¢• Minimum % Transmission (TM) 3.3 2.2 3.2 2.9 Time To Attain TM (Minutes) 2 3 3 2'7 Maximum Specific Optical Density (DM) 196 219 197 204 Clear Beam (DC) 25 26 26 DMC (Corrected DM) 171 111 171 171 Specific Optical Density (DS) At 1.5 Minutes 147 41 46 70 Specific Optical Density (DS) At 4.0 Minutes 178 201 185 188 Non-Flaming Mode Chamber Temperature ) 1000 F 1000 F 1000 F . p atura (Start Specimen Number: 1 2 3 Av¢• Minimum % Transmission (TM) 2.9 1.2 1.1 2.1 Time To Attain TM (Minutes) 8 20 20 18.0 Maximum Specific Optical Density (DM) 203 254 259 239 Clear Beam (DC) 18 2 1 DMC (Corrected DM) 187 252 258 232 Specific Optical Density (DS) At 1.5 Minutes 2 2 3 2 Specific Optical Density (DS) At 4.0 Minutes 109 41 51 67 OUR LETTERS AND REPORTSAPPLY ONLY TO THE SAMPLE TESSFD AND ARE NOT NECESSARI:.Y INDICATIVE OF THE QUALITIES Or APPARENTLY IOENTIC AL OR $IN IL AM PRODUCTS. THESE LC TTC PS AND RE-OATS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARC ADDRESSED AND THCIRCOMMUNICATION TO ANY OTHERS 04 THC LSE O' TNC NAME OF CERTIFIED TF_STING LA50RATORIES, INC. MUST RECCIVC OUR PRIOR WRITTEN APPROVAL, THE MCRORTu AND LEIYERS, AUO 01R NAME. OR OUP SFA:6, OR OUR INSIGNIA ARE NOT UNDER ANY G!RCUM' 804.5700/894.5705 Waltham Floor Covering, Inc. Sales &Servlce 100 Maple St.(Cor.Moody St.) Rep.Bya �+ Waltham,Masa.02154 J ov AMI G�. N111 DUNG DEPT BOARD OF APPEALS , CSS Architects Incorporated - - ARCHITECTS FIELD Corporate Place 128 Q$y �QQ �j y Q Q REPORT P2 fic,A -RT..,d,aL +71 N$,1 U',V,1 JUN J 9 �f f(� �U� Wakefield,Massachusetts 01880 (617)245-8400 RECEIVED REC �tQ , rna PROJECT: `'Eaton• Apothecary FIELD REPORT NO. 2 Salem, MA. CONTRACT: CEndi6ott Center at _ ARCHITECT'S Townhouse Square PROJECT NO. 590. 00 --------- ----------------------------------------------------- DATE: 5-31-89 TIME: 1: OOPM WEATHER: Cloudy TEMP RANGE: 60-65 deg. EST. % OF COMPLETION: 90% CONFORMANCE W/SCHED. on time rr , WORK IN PROGRESS: Electrical Drywall Acoustical Ceilings , Carpentry PRESENT AT SITE: Paul Dumouchel Eatons Don Burnham RD -t Fred O'Connell RD ; Carl Dumas Lawlor Rex Wait Lawlor Bob Huntsburger Lawlor Linda King CSS John Savasta CSS Al Rozumuk Lawlor ---------------------------------------------------------------- OBSERVATIONS• 1. Acoustic tile ceiling reinstalled with UL rating per building inspectors order. 2. Taping and compounding of gypsum board nearing completion. 3. Light fixtures and receptacles are installed and operating. 4. Carpeting installed. 5. Mechanical equipment installed. 6. Rough plumbing for sink at the Pharmacy installed. 7. Opening for entry door from lobby in place. 8. Mahogany for casework and valances stored on site. ITEMS TO VERIFY 1. Requirements for smoke and heat detector. 2 . UL rating for spray on fire proofing. INFORMATION OR ACTION REQUIRED 1. Exterior sign illumination requirements. 2 . Construction of exitway access corridor at second means of egress. CC: Paul Dumouchel, Don Burnham;-Building Inspector, Linda King REPORT BY: John Savasta BUILDING DEPT JuN 5 9 z9 AM '89 RECEIVED CITY Of SALEM,MASS. `s. r 1 e 4 G DEPT BOARD OF APPEALS CSS Architects Incorporated - ARCHITECTS FIELD �� ^ Corporate Place 128 REPORT �9 .JUN 7 y Audubon Road,Building 2 jum 5 9 17 AM 4QQ Post Office Box'1460 U U.1 RECEIVED Wakefield,Massachusetts 01880 (617)245-8400 RECEIVED CIT Ai; �a c1A Mt SS." . „. .-.. ...�,. PROJECT: Eaton Apothecary FIELD REPORT NO. 1 Salem,_ MA. CONTRACT: /E_ndicott Center at ARCHITECT'S Townhouse Square PROJECT NO. 590. 00 ---------------------------------------------------------------- DATE: 5-26-89 TIME: 4: 30PM WEATHER: Clear TEMP RANGE: 70 deg. EST. 2 OF COMPLETION: 60% CONFORMANCE W/SCHED. on time WORK IN PROGRESS: Carpentry HVAC Electrical Drywall PRESENT AT SITE: Rexford Wait Robert Huntsburger Carpenters HVAC installers Drywallers ---------------------------------------------------------------- OBSERVATIONS• 1. Metal stud partitioning - 90% complete. 2 . Drywall installation at exterior walls and drop soffits - 80% complete. 3. Platforms for the check out, Pharmacy and Healthcare were near completion. 4. Power distribution for outlets and lighting - 80% complete. 5. Heat pumps installed and duct work underway. 6. Exterior window framing complete. 7. Exterior doors installed and sealer applied. ITEMS TO VERIFY: 1. Paving pattern for entry. INFORMATION OR ACTION REQUIRED 1. Sprinkler locations and additions at soffit area. CC: Paul Dumouchel, Rex Wait, Linda King, Building Official Report By: John Savasta AMERICAN ENG IN EERINCAWTOEM.VR,$INC. 617-I848-5184 CONCRETE TESVUXP0C@% PES ET Project : FF.r n -:..... CIPY :1) �_ OF St; Date: c, iW, d9 Project No. : ` (:, Temp. ,,if Weather:eLou/ ', Rpt. No. Placement ty = Required Location : 2 C o > ,, . .S f..!t r ,. �; _ C - � T o Strength (psi) Contractor: Concrete Supplier : 2ED E f X Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) Fine Aggregate (Ibs. ) f.r Coarse Aggregate (lbs.) P r Water (gals. ) IQ ,/ Air Entraining Agent (oz.) Water Reducing Agent (oz.) Other Field Test Results A!"' JRAti0i�a Max. Agg. Size: S%r-o Temp. : ;r Mix Duration : 1� Slump (in. ) : ��• Air Content ($ : 4 , ) Plastic Unit Wt. (pcf) : i. No. E Type ofv _ Stor 3( age I' Specimens Fabricated : ^ •� Location : oN SirE Required Strength (psi) 3oc�4� Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da 3100 Remarks : Samples Fabri- cated by : Ii:, Aut�i' Approv®d '.'.i_:.._.. AMERICAN �� ENGINEERING & TES�I�Iv2;'Qf1_I4,d_JE )t_L§ 617-848-5184 ��''AA 99 ,gg CONCRETE TEST SPEC[MANREP(➢: U All X81 Project : Glr(ilco'; 7 ' E: )j ��f_S41LEM,hIIftte: Project No. : {� Temp. it Rpt. No. PlacementRequire 1!� Location : C- r G Stren th ( si) : 31`� Contractor : Concrete Supplier : ?F.�> /t!X Mix Proportions - 1 Cubic Yard - Dry Material Amount Source Cement (lbs.) 6 Fine Aggregate (lbs. ) r � f• Coarse Aggregate (Ibs.) Water (gals. ) iX� `/� /r Air Entraining Agent (oz.) c� Water Reducing Agent Other Field Test Results Max. Agg. Size: 'roar" Temp. : Mix Duraitiorrt;(; J , 3 Slump (in. ) : [!1/y, Air Content (°s): - Plastic Unit Wt. (pcf) e of Storage _Soec:-cn pFabricated : 3� E> F IZ , Location : dg SJrE Required Strength (psi) SOO O Results Specimen No. Date Tested 3 day 7 day 14 day 28 day 56 da moi, m Z0 Al 2. c 3oB'q Remarks : Samples Fabri- cated by : i"('rn. T GI•'.tt�' APP ....`:v , �a.w;�u•�.>s..:....r e P . 02 ---------------- MAY 30 '85 16:37 617-332-5210 SPRAY-ON-SYSTEM, INC P.1 SPRAY-ON U BUILDING DEPT SYSTEMS 2 10 HAWTHORN STREET $BAY '# + 02 PH FIREPROOFING NEWTON, MA 02158 THERMAL INSULATION 517.332-5800 SOUND CONTROL CITY OF SALEM,MAM FAX TRANSMITTAL COVER LETTER Please elive/r To: Q. At: l flr2 From: Date/Time: Q p Number of pages sent Excluding this cover letter If you have problems receiving, do not get all pages, or experience trouble with legibility, please call (617) 332-5800. SPECIAL INSTRUCTIONS/COMMENTS/MESSAGES RAND LEASING, INC. 10 HAWTHORN STREET NEWTON, MA. 02158 May 30, 1989 Lawlor Corporation 407 Mystic Avenue, Suite 34B Medford, Mass. 02155 Attention: Bob Re: Endicott Center Salem, Maas, Dear Bob; As per your request, we are forwarding to the Lawlor Corporation the following information on the sprayed fireproofing at the above referenced project. Rand Leasing, Inc. provided the following Cafco U.L. Test Designs : 7/8" B�.dm5,� DEsa 3 hour rating 1 11/16" Columns kXR18 3 hour rating 3/4" ^Ub—cR - AIL8 5 8 3 hour rating if there should be any further questions, please advise our office. Respectfully submitted, spray-On Systems, Inc. 10 Charles W. Scott i President cr) s N:n �m rw X O LZ I - - —_'__----�..------- -- -- ----- -- O S T. - 2 4 - 8 8 PION 16 : 44 6 1 7 2 4 5 9 3 7 2 C S S A R C H I T E C T S P . 9 2 cam`/ ENVELOPE SYSTEM PERFQ�tMANCE COMPLIANCE PR96RAM Massachusetts oard of Bui ding Regula ions an Standards This Pr gra it to be used in determiniinq compliance of setmforhll�uAlrtic1et20�mectlon1�1014W5th the criteria MARCH 1988 VERSION 1 .5 11 gg hh g tt dd< Press Any Key To Continue > CODE <B.C,H>NALLtONIENTejOAd Cooled Boston MA SE SUILOATSW 10/24//1988ENWER. SALEM' CRITERIA WL AREA 3961 6386 4677 6347 0 .284 GL AREA 0 1970 1532 585 WWP SCX 0.89 0.89 0.89 0.89 0.528 PF 0 0 0 0 0.0 VT 0 0 0 0 N/A Uof 0.50 0.50 0.50 0.50 0.588 'WALL Uo 0.03 0.03 0.03 0.03 0.090 HC 21 21 21 21 1 INS POS 3 3 3 3 N/A EQUIP 0.75 0.75 0.75 0.75 0.•750 LIGHTS 1 .5 1 .5 1 .5 1 .5 1 .500 DLCF 0 0 0 0pp LL 0.0 HEATING 1 .788 0.441 L 0 A-0.439 1 .490 -TENO< 2 344 COOLING I 2.818 15.763 12.628 7.906 39. 115) 32. 136 TOTAL 4.606 16.204 12. 189 9.396 1142,395< 44.480 F1 Read I F3 Clear Input I F5 Other Screen F10 Copy Across F2 Write F4 Directory F6 City List F9 Calculate Esc Exit *********e PASSES *******ae OTHER REQUIREMENTS City' 1 Boston MA Max Uo Value Skylight Visible Trans . : 0.500- Lighting Footcandle' 50 Wali Ad.lacent Uncond . Spaces 0. 141 Maximum % Skylight Area' 6.000 Floor Over Uncond . Spaces 0.055 Max Uo Value Min R—Value Roof: 0.059 Wall Below Grade ' 9 Min R—Value Unheated Slab On Grade 124" 136" 848" Horizontai 1g 13 1� Vertical 7 6 Citp of *alem, Aaoacbugettg a" F Public Propertp Department 0��'IINE �3uilbing Department One 6alem Oreen 745-9595 (Ext. 380 William H. Munroe Director of Public Property p Y Inspector of Buildings Zoning Enforcement Officer October 26, 1988 Urban Development Action Group Inc. Front Street Salem, Ma. 01970 Re: Endicott Center, 234 Essex St. Dear Sir: Permit will be issued with the following conditions: 1. Each individual unit residential or co miercial will require a permit to canply with Massachusetts State Building Code. 2. Certificate of Occupancy for each individual unit residential or commercial shall be obtained. 3. Plumbing contractor to contact Salem Plumbing Inspector prior to starting of job. Sincerely, 7 James D. Santo Assistant Building Inspector JDS/lyd A BOARD OF APPEALS CSS Architects Incorporated ARCHITECTS FIELD Corporate Place 128s� REPORT Audubon Road,Building 2 p Post Office BV JON 9 24 }1tsox 7460 & G I� _ Wakefield,Massachusetts 01880 (617)245-8400 PROJECT: Endicott Center FIELD REPORT NO. Salem, MA. CONTRACT: Construction ARCHITECT'S PROJECT NO. 273 . 00 ---------------------------------------------------------------- DATE: 6-12-89 TIME: 4 :30PM WEATHER: Clear TEMP RANGE: 75-80 deg. EST. % OF COMPLETION: 50% CONFORMANCE W/SCHED. on time WORK IN PROGRESS: Plumbing Carpentry Excavation Masonry Fire Protection Electrical PRESENT AT SITE: Rex Wait Lawlor Bob Huntsburger Lawlor John Savasta CSS ------------------------------------------------------=--------- OBSERVATIONS 1. Exterior gypsum board sheathing on dormers is underway and is fifty percent complete. 2 . Masonry brick up at second floor is underway and is 20% complete. Masonry infill between buildings is near completion. 3 . Concrete pump was present at site and third floor slab at Washington Street was ready to be poured. 4. Sprinklers were being installed and are sixty percent complete. 5. Rough plumbing is installed at all floors except the basement. Hot and cold water for toilets is underway in toilet cores. 6. Interior metal stud partitioning at core area is underway and is fifty percent complete. 7. The drill equipment for the elevator shaft is present at the site. 8. The building is totally accessible via the stair at the North West corner of the building. .J 12 June 1989 Endicott Center Architect's Field Report Page 2 9. Interior stud partition at exterior walls and building party walls is underway and is forty percent complete. 10. The loosely laid membrane at the flat roof has been installed. 11. Beam pockets were filled in with masonry on the Washington Street facade. ITEMS TO VERIFY: 1. Wood blocking at exterior windows. 2 . Adjustment of rear stair on fifth to sixth floor to accommodate headroom. INFORMATION OR ACTION REQUIRED: 1. Installation of metal stud partitions. 2. Common areas, exterior walls and party walls need to be completed in order for as. built drawing to be prepared. REPORT BY: John J. Savastal�°+-- Bu CC: Don Burnham, Rex Wait, lilding Department, Linda King, John Savasta CSS Architects Incorporated ARCHITECTS FIELD Corporate Place 128 REPORT Audubon Road, Building 2 Post Office Box 1460 Wakefield.Massachusetts 01880 (6171245-8400 PROJECT: Endicott Center FIELD REPORT NO. Salem, MA. CONTRACT: Construction ARCHITECT'S PROJECT NO. 273 . 00 ---------------------------------------------------------------- DATE: 6-21-89 TIME: 10: 00AM WEATHER: Clear TEMP RANGE: 85 deg. EST. % OF COMPLETION: 50% CONFORMANCE W/SCHED. on time WORK IN PROGRESS: Plumbing Carpentry Excavation Masonry Fire Protection Electrical C-) Roofing _ � a Drilling for elevator shaft o� LAM r o ITT b o Present Bob Huntsburger Lawlor a m r n John Savasta CSS M m o v Al Spagnolo CSS o a m Jeff Tompkins CSS n g n Linda King CSS N coo ------------------------------------------------=--------------- OBSERVATIONS: 1. Exterior gypsum board sheathing on dormers is complete. 2 . Masonry brick up at second floor is underway and is 40% complete. Red mortar color is perfect and new brick panels very closely match existing brick. 3 . Corner windows on Washington Street at the 2nd and 3rd floors must be reframed so windows are nested and not separated by 1211 of masonry to allow for proper detailing at base and capitals of pilasters. 4. Copper shingles are installed along alley side between dormers. Canvas is being stretched on scaffolding on both street exposures to prevent viewing until job is complete. Snow guards must be installed at the base of the mansard as indicated on the original drawings. Lawlor must submit shop drawings of type to be used since roofing material was changed at Lawlor's request. v' 21 June 1989 . Endicott Center Architect's Field Report Page 2 5. Dormer on Essex Street which was not spaced evenly should be moved at Don Burnham's request. Dormers along alley elevation were not started back from the street corner as far as the drawings indicated by approximately 1 '-8" or 1'-911 . This will cause problems during interior layout because some because some boxed out columns will be in front of windows 5' back from the window plane. It is too late to change these dormers because of time and cost it would incur. 6. John Savasta, Al Spagnolo and Jeff Tompkins met with Chris Christopher of Christopher Sales Associates, Inc. the "Senergy" representative to supply the synthetic plaster for the job. They determined the colors for the different components he is supplying. Chris will make up sample color panels for final approval before any colors are installed on the job. a. Band above granite to match granite color precisely. Chris has a piece of CSS sample to match. Finish is Aurora finish as smooth as possible. b. Bases and capitals of plasters are to match granite. C. Band above 3rd floor is to match side of new brick specified by CSS and given to Chris. d. Base of dormer and all large flat areas to be dark gray "Moon Shadow #861. " All areas that resemble wood trim are to be London Fog #869. e. CSS did not specify this product and are unfamiliar with any application this supplier has done. There are multiple problems that have resulted in failure of such systems so CSS is insisting on mechanical fasteners of all panels. Senergy is to recommend type compatible with their system to be approved by CSS. 7. Linda King met with Jack Afonzo and Chris Flynn of Providence Granite. a. The range of elevations from the `underside of installed windows to the existing sidewalk is 31-1-1/2" to the left of the corner entry on Essex Street to 2 ' -5" to the left of the building entry on Washington Street. The overall dimension of the wood panel and window sill on the first floor as detailed in detail A-13 is to be reduced from 2 '-8" to 2 '-211 . The granite base varies but will never be less than 3" above the sidewalk. Linda King to FAX revised detail to Jack Afonzo 401-783-9313 today. -V 21 June 1989 Endicott Center Architect's Field Report Page 3 b. Details 4&5/A-14 indicate the soffit height at all recessed entries is 8 '-0" above the first floor elevation. Because granite is indicated on the sidewalls but not for the 2" over the door. Linda King wants to drop the soffit height to 7 '-10" A.F.F. in order to align with the top of the door frame. It is shown this way in sections 5, 6, & 7 on All already. Linda King to FAX revised details to Jack Afonzo today. C. At the property line of this project on Washington Street the existing 7-3/4 projection of this building in front of the yellow brick of the Foodland building was not indicated on the drawings. The original granite had been removed and new granite must be installed as tightly as possible to the existing brick. 8. Linda King met with Bill the welder. a. In coordination with item 3 of this report. the full 28" steel lintel must be installed and the window studding must be changed. b. Richard Smith had looked at the cast iron columns at the entry. Bill needs to know if any steel is required and to see a sketch. C. Follow-up - item 1 of Richard Smith's field report recommends masonry and not steel in that location. 9. The existing cast iron columns are approximately at the face of the new brick at the 2nd & 3rd story. CSS to determine how this should be handled and issue a sketch. 10. Follow up on granite panels: a. Resolution of granite return at entry is required immediately. b. 16 gauge steel studs are required at all granite panel horizontal joints. C. With proper anchorage for all joints, the sheathing behind the granite can be exterior gypsum sheathing instead of concrete board. CC: Carl Dumas Lawlor Bob Huntsburger Lawlor Rex Wait Lawlor (Jim Santo Salem Bldg. Inspector John Savasta CSS CHACE BUILDING SUPPLY, INC. -� 129 WASHINGTON STREET 17;;it FOXBORO MASSACHUSETTS 02035 (640 543-7318 508 FAX TRANMI$SION DATE: TO: w ', • ATTN: �� ti'� �� -� � m ' b eae v FROM: NUMBER OF PAGES INCLUDING COVER PAGE COMMENTS : P . 01 -S- 0 3d T � � �CzL6S65i0ri RAGE si------ ------------------------------------6 "Li NUW 76%3� i 'rv'II. T u r Za ' d Y'iLESE lot •I h Z if NUW bFf=S – NII k3i �4 i`' //ilr ;'/prI ,r\,\\ I'f I'I,l�r%/lyl�$•�\'��,\,`l(til/ 1111 I \��+'i �,'I��111!. I` ` S , I, � I �� Ib r 4 � .� �� JJ 1• , �� + it 11� IR l/ yi , di'r ?� ❑h un, d .}� 1Vi �A (1 �yJJ}}' c �1�11�1 "'n /,,/1 .: Lti�i�il d�•� f�� 1�1 xi �� I Te tifitate of Tr t �\ e� m�tt t I qum , ' TO WHOM IT MAY C NCERN: This beanis to cattily thath9 luber end/or wCr m this Invoice NO..LJ..�J..l.f.I'h:,3., has U tlre treat mp yo d in acr,oedance w:,h cond!ticrs uutllned In American Wood- , + P(OlAIv?"a' A, �claa n Slardard C.0 (Streclu,- Lumber—Fire-Retardant Treatment Bytb i\lit Prp sury Proce,sec and,cr C27 {PIS++oL�r; FirB F.Btdrdent Treatment 9y pressure \ ' ProCe�50aj. RCsu 's ' Irealnent shall br as sh,:u!aled In paragraph 2.2 Performance <�>, . J/• Rating \la!er'el Sha ha,e no gre•Ite na �a s„ ot,J than 25 when tested In accordance wilh AS'; 1`4 F84 and .hen !h: Ibst Is extended to 30-minute duration it shall have no ,1 i4� lI graAtar flame spread than equP/alsnt of 25 and no evidence of sl nlfi \ g cant progressive u "�•�' Combustion, 'qlf SI , The fire retardant use in this lreatmort is Certifi-d to e OSM056 FLAME PROOF IHC.Sold to .... eu 1CL ty Wfa I ?r!v a r u F...Y27 -,IV . ..\r . ,� \ l I\ Y '. Shipped to .. 01 r. � r Contents .3X /X , rz oir ,... ' it. e\`+ / ------ nit .---_ Y The above Is B bus dr "v8hu'sfalem B nf. Y Off' �'h D 0 R TRF4lED I11MilER 4 ,�'.' u • ,f n� t , Ir+c. �� 1 �\} CAD , 1 �•��a�„ ` �1 ' . �}: r�ox �,_�. _ _ sl �n ...__ . ..,•,• yin `,. 8F7 h7J!. FLA•,f vPERATOR....._... d o .. sme � \ � r�o�d �bscad elo,._• lU Y!.�.. in the rutty n! _..G✓c'!.Y� S F'.Lr • ' \ 9 u \ J H lilt y `. w.4.._ T'T. L .. •,. Ic , tl„y/( /p�tj ' //r ) 1 � `�..p0� /O ++# • _ \\"Y.J Vul�'V//JUt zl n U ' '/" ✓:��.a/�. .'� \rr ..� `71K' ti,� //\,_\\\q.--�4 �/r_...•.�- � Ll , 11/ �Ir)' �,n�\lei ' CSS Architects Incorporated BUILDING DEPT Corporate Place 128 Audubon Road, Building 2 1�1� �� 1 Post Office Massachusetts 17) 9 3o AM 89 Transmittal Wakefield,Massachusetts OT 880 (8V)245-8400 RECEIVED TO REI T DATE Z,7 C) k� JOB NO, L1 W r rJJ I ATTENTION Oy./o Ce rI RE l71 k-,A -F6Us A V07 IJ�CA11- WE ARE SENDING TO YOU: Attached WE ARE RETURNING TO YOU: ❑ Under separate cover via COPIES DATE NO. DESCRIPTION juup, 4 �' LL-ICTRICAL « k✓ rt v I7 ukk Irl la-WtiC 'M k) A L A A u THESE ARE TRANSMITTED AS CHECKED BELOW:, ❑ For Your information (�❑ For approval L`YA requested ❑ For review an comment ,, ❑I� REMARKS l J l'iV C C I e. 2 VL S COPY TO GTO AR( 911V1 h, �-AAII L 2 � Upi 61 SIGNED: C �jj SP00 I`` ELECTRICAL FINAL AFFIDAVIT To the Inspectional Services 4((; issi0",,r : I certify that I, or my authorized re esentative , have inspected the work associated with Permit No. 599-88 and 255-89, dated October 26 , 1988 and March 1 , 1989, locus Kerr Building, 234 Essex Street, Salem MA, Ward 2, and that to the best of my knowledge , information and belief that the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. M1)2AFF7C Z MucKW\T-2ADE 3'2-579 Engineer - MA Reg . No. Zi�L7E C® • 1NC Company �4 0 EACH S+ )'BoS kc)rV 0211 Address G1`) - 338 -4406 Telephone Inspection Dates: 6/12/89 %Aor6 19q Then personally appeared the above-named/ L'hkJl-/SQA xut-t' L4d.L�(i and made oath that the above statement by himyisltrue. Before me , My Commision expires, rq BUILDING, DEPT 1, Qq MECHANICAL FINAL AFFIDAVIT JU To the I spec8tignWHea$ices 'Commissioner : CITY OFESSLEM,MA I certify that I , or 1§ authorized representative , have inspected the work associated with Permit No. 599-88 and 255-89, dated October 26, 1988 and March 1 , 1989, locus Kerr Building, 234 Essex Street, Salem MA, Ward 2, and that to the best of my knowledge , information and belief that the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. I�01�(�wl�>7 2A0 27 2 33 Engineer - MA Reg . No. -ZADE C© , 10G. Company 140 '�)F-AcI� Address (�pS COVJ P R 021( ( Gri,53$ - 0406 Telephone Inspection Dates: 6/12/89 !11��Awuj2A Ue, 26 19gC1— Then personally appeared the above-named ka&"' C'- , and made oath that the above statement by him is true. Before me, i My , ommision expires, RAND LEASING, INC. 10 HAWTHORN STREET NEWTON, MA. 02158 May 30, 1989 Lawlor Corporation 407 Mystic Avenue, Suite 34B Medford, Mass, 02155 Attention: Bob Re: Endicott Center Salem, Mass. Dear Bob; As per your request, we are forwarding to the Lawlor Corporation the following information on the sprayed fireproofing at the above referenced proj.ect. Rand Leasing, Inc. provided the following Cafco U.L. Test Designs : 7/81' 3 hour rating 1 11/16" Columns X818 3 hour rating 3/4" - — r #n85g 3 hour rating If there should be any further questions, please advise our office. Respectfully submitted, S/prr�aj_On /Systems, Inc. Charles W. Scott President KA.AJC CDM �m o N -mM w = t ^� ^o -�7 m m C on cm it F I E L D R E P O R T ABERJONA ENGINEERING INC. ;=. May 15, 1989 #88017 ONE MT. VERNON STREET iso �`` RE: Endicott Center P.O. BOX 215 pj \ Salem, MA ' WINCHESTER, MA 01890 01 \L) 1Cont: Lawlor Corp. 617-729-6188 U Nj wner: Urban Dev. Action Group eather: Sunny/70 @ 1:00 p.m. 4' Present: Carl Dumas - Lawlor tlrakeiie%a, Rexford Wait - Lawlor CSS Architects Bob Huntsburger - Lawlor P.O. Box 1460 Ryan Iron Erectors Wakefield, MA 01880 Richard Smith - AEI ATTN: John Savasta (THE FOLLOWING WAS NOTED: ) The cooling tower frame has not been hot dipped galvanized. The nuts and bolts are not galvanized. Both the frame and the connecting hardware is rusting. Two base plate bolts are missing at one of the frame posts. - The roof deck puddlewelds are undersized and many have separated from the structure. Approximately one third of the roofing has been applied and these welds could not be checked. - No wire mesh has been placed in any of the framed floor slabs. - The 6th floor landing at Stair #3 is too large and must be cut back to the outline shown on sheet A-7. The mansard studs must be braced by the landing at this level. The stair and landings hangers must be relocated to be encased in the rated partitions (typical @ all levels) . One damaged joist bottom chord was observed under the 6th floor near Essex Street. - The courtyard facade 6th floor bay locations are improper and the framing must be altered. - All top plates at the moment connections on the 5th & 6th floors must be welded to the beams. - The existing facade and cornice should be braced in accordance with section 5.4 & 5. 5 on sheet 5-14 and sketch SKS-4-4A. - The new Essex Street facade columns are being installed in pieces. The splices must not interfere with the finish dimensions and all welds must be tested. - The fireproofing is not adhering to the second floor framing. All the above conditions must be rectified. m � ~ SUBMITTED Richard A. Smith, P.E. .s w 2 0 W.z W W J Q a o � J h �� V oyitect8 E L D R E P O R T ABERJONA ENGINEERING INC. pj 4u ONE 1,' 1989 #88017 ONE MT. VERNON STREET rn REJ Endicott Center �'Alwr �4SP P.O. BOX 215 U J�1' Salem, MA WINCHESTER, MA 01890 o Lawlor Corp. 617-729-6188 Wtion Group ake60 Bather: Sunny/80 @c3 :00 p.m. Present: Bob Huntsburger, Lawlor Richard Smith, AEI Css Architects P.O. Box 1460 Wakefield, MA 01880 ATTN: John Savasta (THE FOLLOWING WAS NOTED: ) ROOF The top chord extensions are short and not reaching the party wall near grid line 6. An L 2 X 2 X 1/4 must be welded to the new steel tube party wall columns and the steel studs. The corner at Washington Street and the party wall is unsupported and hazardous to anyone working on the roof. 6TH FLOOR - The short TCX's are supported along the party wall near grid line 6 by an angle 2 X 2 X 1/4. An additional angle 2 X 2 X 1/4 should be welded, vertical leg to vertical leg, with 3/16" field welds, 2" long at 12" max o.c. Stagger the angle splices and weld to each party wall column. 5TH FLOOR - The discontinuous party wall bond beam at grid line 1.1 has not been repaired. - The cornice bond beam along Essex Street and the courtyard and steel plate are not continuous. (Refer to sheet 5-14 detail 5.4 and 5.5) - The anchor bolt holes thru the steel plates are oversized and must be welded to the bolt heads. 4TH FLOOR - The perimeter angles must be welded at all splices. - The stitch plate spacing at the reinforced or new 2-610 spandrel columns must not exceed 3 '-0" o.c. typically. 3RD F�LOO$ - Pe pe -imethr angles must be welded at all splices. S L.UA CD Z - &he ex!Dstknj columns and piers along Washington Street and the pier at the center q&D t�ec Essex Street facade are poorly braced and must be reinforced orJreplacedw:u_ Q:0; > SUBMITTED �'/..7�(� Richard A. Smite � J ` .F I E L D R E P O R T ABERJONA ENGINEERING INCL &1UP✓ ✓ June 9, 1989 #88017 ONE MT. VERNON STREET iI :e� RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890f. Cont: Lawlor Corp. 617-729-6188eft Owner: Urban Dev. Action Group Weather: Cloudy/62 @ 2 : 00 p.m. Present: Bob Huntsburger, Lawlor Bill Regan, Regan Welding Css Architects Alan Vitukevich, AEI P.O. Box 1460 Wakefield, MA 01880 ATTN: John Savasta (THE FOLLOWING WAS NOTED: ) Visited the site to review the conditions of exterior brick piers on the Washington and Essex Street elevations. - The pier at column location B-6 on Essex Street has new beam pockets cut in and is missing brick above the Second Floor. Bob Huntsburger was told to fill all new beam pockets solid with brick and mortar and restore missing brick at several locations. The existing brick veneer will be removed from the exterior face of the pier. Veneer will be removed with hand tools only. New veneer will anchored to backup with epoxy anchors. A beam pocket was being cut in on southerly face of brick pier at 3 .8 line at Third Floor level. There were also existing pockets above the Second Floor level that have not filled where existing beams have been removed. Bob Huntsburger was told to immediately fill in beam pockets and voids through at the height of the pier. New beam pockets are to be filled solid immediately after new steel is placed. The brick pier on 4.7 line is in poor condition at the base due to removal of existing steel. There are two 5 X 5 cast iron columns in this pier. The northerly column stops at the Second Floor level while the southerly column continues to the Fifth Floor. Bob Huntsburger was told to fill in all voids and pockets with new brick and mortar. Construct a new brick pier that extends from the cast iron column caps down to the Second Floor slab. The new brick should be brought up directly under the exterior whytes of the brick pier above to create a solid rectangular pier down to the floor slab. It was also recommended brick piers to be tied back to new steel columns by cable at mid-height until perimeter slab was placed and piers are tied into the floors. Bill Regan in process of welding up new steel lintels and beams at Third Floor level. It was also noted no steel was placed at Elevator Door Sill in accordance with Section 2 .9 on drawing S13 . gg 1� SUB� IF'3 n A.AVitukevich, P.E. Copy: Lawlor, Carl Dumas 68� Hv EZ 8 01 1d30 9M1011(i6 ch11tac tis V I E L D R E P O R T Q� ABERJONA ENGINEERING INC. 413 2 21999 ne 16, 1989 #88017 ONE MT. VERNON STREET q Endicott Center P.O. BOX 215 ro Salem, MA WINCHESTER, MA 01890 a{eeid Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Cloudy/60 @ 9: 00 a.m. Present: Bob Huntsburger, Lawlor Bill Reagan, Reagan Weld. Css Architects Zinc, R.C. Drywall P.O. Box 1460 Richard Smith, AEI Wakefield, MA 01880 ATTN: John Savasta (THE FOLLOWING WAS NOTED: ) - The Washington Street facade pier at grid line 3 .8 should be patched with new solid masonry between the second and third levels and tied at each level. - All metal studs must span continuously from support to support without splices. - All facade studs must be fastened to the structural steel as shown in the enclosed braced spandrel connection detail CW/3 . - The 6" 20 ga. structural steel studs, 12" o.c. @ stair #3 may span up to 14 feet. They must be braced with straps or sheathing @ 2 '-0" max. o.c. and fastened to the structural steel. If a 5'-0" diameter fiberglass ejector pit tub is to be installed in the boiler room, its new concrete pad may be reduced to 6'-0" X 6'-0" X 1'-0" (min. ) with #5 @ 12 o.c. each way top & bottom. The existing walls must be underpinned, or removed or the soil under these walls must be restrained during the excavation process. Revision #1 will no longer apply. SUBMITTED Richard A. Smith, .E. Copy: Lawlor, Carl Dumas m wi N N G S Q W M m WL LD N >-J Z 00 WQ C.)V1 O W W J O �O co J H JOB ABERJONA ENGINEERING, INC. SHEET HD One Mt. Vernon St. P.O. Box 215 CALCULATED BY )MEfi R DATE WINCHESTER, MASSACHUSETTS 01890 (617) 729'6188 CHECKED BY DATE SCALE ADD FjEW 65WW cath: Y Rct�F GP-�� To 11,r ExJ 4 �iTllD CTY 65 w.. Zo 4vm rTO .. -rte zp -ram 1�— T1LZo IL. �8 #.0 T%15cvr T .4GRW To N� ti L S rU_D s . HIrXD'TirK ROMTU l AF9B?ll Goma Wv OW,TOOMIPHONETMPEE I M,IAM Clip Angle (2-'x3' Min .) n Continuous Structural Angle (B.O.) P A.F. (As Required) -Galte-Afvg 49-8saca- Stud . NOTE: NUMBER OF FASTENERS WILL VARY WITH STRENGTH REQUIRED MARINO INDUSTRIES=CORPORATION cu NTROSE 516 x334NO R T A I N W A L L roc'W Marino MOROAD, RY, N.Y. 11590 Braced Spandrel Connection 3 see�o k x O, x X x X i Continuous Structural r k ' Angle (B.O.) X Track Cripple Built-Up Header Built-Up Jamb NOTE: FASTEN BUILT-UP MEMBERS TOGETHER AT 12' O.C. MAX. MARINOINOUSTRIES�coRpoRATION C U R T A I N W AL L C W manno MONTROSE ROAD, WESTBURY, N.Y. 11580 Large Opening Head Assembly 15 S78 9338810 ARCHITECTS FIELD REPORT PROJECT: Endicott Center FIELD REPORT NO. Salem, MA. CONTRACT: Construction ARCHITECT'S PROJECT NO. 273 . 00 ---------------------------------------------------------------- DATE: 6-12-89 TIME: 4 :30PM WEATHER: Clear TEMP RANGE: 75-80 deg. EST. % OF COMPLETION: 50% CONFORMANCE W/SCHED. on time WORK IN PROGRESS: Plumbing Carpentry Excavation Masonry Fire Protection Electrical PRESENT AT SITE: Rex Wait Lawlor Bob Huntsburger Lawlor John Savasta CSS ---------------------------------------------------------------- OBSERVATIONS 1. Exterior gypsum board sheathing on dormers is underway and is fifty percent complete. 2 . Masonry brick up at second floor is underway and is 20% complete. Masonry infill between buildings is near C" completion. vi Z6 Concrete pump was present at site and third floor slab at ow g Washington Street was ready to be poured. z 004'. Sprinklers were being installed and are sixty percent � W o complete. C= ca Rough plumbing is installed at all floors except the -may 3 basement. Hot and cold water for toilets is underway in toilet cores. 6. Interior metal stud partitioning at core area is underway and is fifty percent complete. 7 . The drill equipment for the elevator shaft is present at the site. 8. The building is totally accessible via the stair at the North West corner of the building. I 12 June 1989 Endicott Center Architect's Field Report Page 2 9. Interior stud partition at exterior walls and building party walls is underway and is forty percent complete. 10. The loosely laid membrane at the flat roof has been installed. 11. Beam pockets were filled in with masonry on the Washington Street facade. ITEMS TO VERIFY: 1. Wood blocking at exterior windows. 2 . Adjustment of rear stair on .fifth to sixth floor to accommodate headroom. INFORMATION OR ACTION REQUIRED: 1. Installation of metal stud partitions. 2. Common areas, exterior walls and party walls need to be completed in order for as built drawing to be prepared. REPORT BY: John J. Savasta CC: Don Burnham, Rex Wait, Building Department, Linda King, John Savasta F I E L D R E P O R T ABERJONA ENGINEERING INC. February 10, 1989 #88017 ONE MT. VERNON STREET RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Cloudy/25 @ 9 a.m. Present: Dave Moulton - Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) , - Footing F8 @ Grid Lines A-4.8 & B-5, Footing Fl @ Grid Lines B.2-4 . 5, Footing F2 @ Grid Line A-5.6 & Footing Fll @ Grid Line D are scheduled to be placed at 11 a.m. today. - Footing F8 has been excavated. The bottom steel is in place and proper for size, shape, length, quantity and orientation. The top steel is also proper but remains to be located in the footing excavation. Trace ground water is present but there is no apparent frost. This footing, and all footings, must be cleaned by hand to provide 3" of concrete cover between the reinforcing steel and the surrounding soil. The anchor bolts and setting plates are not in place. - Footing Fll has been excavated to good bearing strata. The entire footing has been lowered to clear an existing waste pipe. The reinforcing is on site but not in place. The bottom steel has been properly shaped. 6-#8 top steel bars will be borrowed from the proposed elevator pit footing. This varies from the 7-#7 bars shown on our plan but this change has our approval. - Footing F2 is being excavated at the time of this visit and can not be checked. - Footing F1 is not excavated and can not be checked. - The fine silty sand present at this site is susceptible to frost and must kept at temperatures above freezing well in advance of any concrete placement. J SUBMITTED w ,°C,,: Richard A. Smith, P.E. c@t Cain B{Zas, Lawlor Construction z � err a e�yr d. � L- �� G9 ARCHITECT'S O CNEAHITECT a FIELD REPORT CONSULTANT ❑ AIA DOCU'MCNF 6711 FIELD ❑ PROJECT: �e.-�L,�1�+� S FIELD REPORT NO: � Z lU aeC CONTRACT: ARCHITECT'S PROJECT NO: Z7�j.cz DATE �J Z $� TIME 10'.'jD AvbA WEATHER `Jua..,y /��r TEMP. RANGE De EST. "6 OF COMPLETION - CONFORMANCE WITH SCHEDULE I -, -I WORK IN PROGRESS 111 PRESENT AT SITE 1C>, . �„ I- „ 1 Y�.P�n.o•. I -J ~ • r ;"A-Qc or G�uy,,a,- -l'L'- 1 L'-Ily hPw.cl`hu.. y'p��,1d- „}�.Gwd"�S�`�e¢.�1i�'y L]� �,Qr-Cc7�•'S Q-e pois 4YF4 ea/. OBSERVATIONS {� ear -4v ST.. gS �” E>tlaT hq pil•PiJc�✓ b<"1' ham•^-� "�^ jea�.�� I� elati �4 - F•�<� "'H cl•.a �r pll' 4,lk- Z. „y ,1�'uar � J 11PJ�u��l�. 1r 101 I 1 N a SI<c.b a•, I�1�-��2 1 1•. b<�-.�a..+T ` - � 1�3 � I 1 I I 1 41•.cee-�e oti I..a.`1-+x.'—�r� -- — CG � �S �//11 �a J r•.-� r�I O� � 1 '� t'}' 0 1r __ 1 U.1 ,�Q CD N J .. l e o,, CD z �p 30`�C,�� o c� CD br�C-= oII �cTt7--11`FUy1 'ry 1-V a.j j T t'�I Ln�� lY S�lL•.� � � a h•. `tea u c S'Sa lJ� ' l L"'�.4 1+. I..n y e6 '�1 rhe�, ?.p ITEMS TO VERIF,,yyYy' INFORMATION OR `A'CTION REQUIRED L ' n ( "-- �m -' 'R aAI I,-P O ' '7 TO �M ✓4470 T y�J '� < 4v I T ATTACHMENTS REPORT BY: Ll 111 CL IL. AIA DOCUMENT Dill • ARCHITECTS FIELD R T OCTOBER 1972 EDITION • AIA' D 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1733 NEW YORK AVE.. NW, WASHINGTON. D.C. 20006 page of pap., F I E L D R E P O R T ABERJONA ENGINEERING INC. January 11, 1989 #88017 ONE MT. VERNON STREET RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Sunny/35 @ 2 p.m. Present: Dave Moulton - Lawlor Richard Smith - AEI CSS Architects P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) - Footing F3 , footing F2 @ Grid Line C.7, footing F6 @ grid lines. 's 2 .4 & 3 . 1 and footing F7 @ grid line. 1. 6 have been excavated, formed and reinforced. The reinforcing in place is the proper size and spacing. - one half inch of rigid foam or other suitable bond breaker must be provided at all vertical surfaces between new and existing footings. This will insure the new footings will not become "hung-up" on the existing footings. - All backfill around new footing must be sand and gravel compacted to 95%. - The reinforcing steel is supported by red bricks resting on the bearing soil. - At the time of this visit, the fine yellow sand bearing strata was moist, not wet. However, water was observed infiltrating the excavation for footing F5 at a slow rate. - Footing F5 is approximately 80% excavated. The reinforcing is on site but not in place. The bars are the proper size. - The soil under the wall adjacent to footing F5 is being braced in one location under an existing column. This bracing must not remain. - The new C.M.U. retaining walls may be supported by a separate 2 '-0" X 11- 0" continuous footings rather than the thickened slab shown on our plans. - The existing wall at grid line 3 .8 should be shored to prevent collapse. - The Endicott Street masonry facade from Grid Line B6 must have the void betweenaeours filled solid with grout. This procedure will be detailed in oyr stroma ur drawings. CL 4 - ghe bo toy Mange of the existing 3rd floor veneer support is ap&roxim _?J31-211 below the proposed 4th floor. o Ulu- C= =C3 Cn SUBMITTED Richard A. Smith, P.E. cc: Carl Dumas, Lawlor Construction �- FLL� i' F $ ,E L D R E P 0 R T ABERJONA ENGINEERING INC. �,>1 January 31, 1989 #88017 ONE MT. VERNON STREET ;Rt: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 Cont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Clear/45 @ 4 PM. Present: Dave Moulton - Lawlor Carl Dumas - Lawlor CSS Architects Richard Smith - AEI P.O. Box 1460 Wakefield, MA 01880 ATTN: Linda King (THE FOLLOWING WAS NOTED: ) * Footing Type F8 has been excavated in three of the four locations. Additional excavation was required in part of the grid .Line 4 footing to remove existing formwork. This additional excavation exposed the soft clay strata underlying the fine yellow sand. Dave Moulton stated that the entire excavation will be filled with concrete. * Ground water was present in the excavations. They must be pumped dry prior to placing the footings. * The bottom layers of reinforcing steel have been properly installed. The top mats are on site and must be properly located in the footings excavations prior to placing concrete. The top reinforcing mats for these 3 footings were checked for length, size and quantity and found to be proper. * The location of several First Floor beams were discussed at this time and the dimensions relayed to Paul Riley of Quinn Brothers, Inc. by telephone. * Dave Moulton requested that I redesign footings D-4. 7 and D-5. 5 as a combined footing not to exceed 3 '-6" width due to interference with the existing foundation. SUBMITTED AIA' ax Ric and A. Smith, P. E. � e g W O cc' Ken9uy, Lawlor Construction z GO W'-< J d aC.p: cc y Gi { BUILO NE DEBT Q@ F I E L D R E P O R T ABERJONA ENGINEERING INCJUL10 CJ 25 AMOK ovember 9, 1988 $88017 ONE MT. VERNON STREET : Endicott Place P.O. BOX 215 RECEIVED Salem, MA WINCHESTER, MA 01890 CITY OF SALEM,MASSCont: Lawlor Construction 617-729-6188 Owner:Urbah Design Action Group II Weather: Fair/45 @ 8:30 a.m. PreseAt: Dave Moulton - Lawlor CSS Architects Alan Vitukevich - AEI P.O. Box 1460 Fred O'Connell - UDAC Wakefield, MA 01880 ATTN: John Savasta, Principal CJS Ile- ov (THE FOLLOWING WAS NOTED: ) OLIJ Visited the site at the request of Dave Moulton to review integrity of exterior brick walls along Washington Street and Essex Street. Dave Moulton commented that many of the bricks could be displaced when struck with a hammer and the mortar could easily be removed with a cold chisel. The undersigned commented that the wall condition was acceptable at this time and that the condition of the brick and mortar was typical for the material used at the time of construction. The walls on Washington Street and Essex Street will require a "tie back" system to the new floor framing to insure lateral stability. The walls are presently bearing on a steel spandrel beam at, the Second Floor that sans over the "store front". There is no mechanical anchorage between the brick and steel beam. 6,.. "` The present floor members pocketed into the walls also lack "mechanical anchorage" . The present wall and floor integrity is dependent on the bonds developed between materials. It was noted that the Essex Street exterior masonry wall is a "cavity wall" constructed of a 4" Whyte of brick on the exterior and interior with a 4 inch air space. The whytes are joined by brick headers every 9th or 10th course. Aberjona will review this wall condition for possible grouting. The spandrel beams and supporting columns will be analyzed for the additional weight of grout. It was agreed to maintain as much framing as possible that aids in supporting the exterior walls. The interior framing (wood) will be removed and a "walkway" type platform be kept around the perimeter. Aberjona Engineering will submit temporary "tie back" details for masonry walls. Ties will be located at existing steel beams wherever possible. The ties will eliminate relying on any "friction" to resist possible lateral loads during the construction/demolition period. SUBMITTEDL 64 an A. Vit cevi E. BUILDING DEPT— JUL 10 8 25 AH '09 RECEIVED CITY OF SALEM,MASS. TO: Files PROJECT: The Endicott Center at FROM: Linda King Town House Square DATE: 21 October 1988 SUBJECT: MEETING WITH FIRE CHIEF & ELECTRICAL INSPECTOR Lt. Bob Turner Salem Fire Chief Don Burnham U.D.A.G. Muzi Zade Zade Co. Dave Moulton Lawlor Construction Linda King CSS Architects 1. The city of Salem requires either a city master box tied into the central fire station or a private system such as ADT. The Owner can choose based on economic considerations. Lt. Turner recommends the city master box. It is initially more expensive because it involves sidewalk and street removal and repair. There are two boxes available for tie in across the street on Washington St. and across the street on Essex Street. Both presumably involve repair to the newly placed sidewalks. Lawlor should consider annual city costs for inspecting private systems in their analysis. 2. The second requirement by the city of Salem is that the annunciator panel be graphic. How this is done varies with the complexity of the building but Lt. Turner recommends consulting a company that specializes in this kind of graphics. At the annunciator panel it must be obvious where a separate extinguishing system is set up such as in the restaurant basement of the building. 3 . All city requirements will be written up in a letter by Lt. Turner and attached to the-approved/stamped set of drawings for the building permit. This will be available on Monday at 9:00 AM when Dave Moulton will bring additional sets of plans for his stamp and $25.00. They include items 1 and 2 and the following: IV 21 October 1988 The Endicott Center at Town House Square MEETING WITH FIRE CHIEF & ELECTRICAL INSPECTOR Page 2 a. Changes to the drawings 1. Lt. Turner prefers that all tamper switches be alarmed. 2 . Lt. Turner prefers a heat detector at the top of the elevator shaft in lieu of smoke detector. Muzi Zade is to provide the 1987 changes to the elevator code to Lt. Turner. 3. The City of Salem uses different threading standards for 1-1/2" pipe and 2-1/2" pipes. 4. Muzi is to check the code as to the placement of the test header. We have it shown in the lobby within a cabinet. Muzi believes there are no requirement's for its location for this size building. 5. Lt. Turner pointed out the location of the flush fire department connection at the main entry to the lobby will block egress if it is being used during a fire. We will move the connection approximately 90 deg. around the corner within the wood panelled area below the window. There are no requirements as to the height of this connection so it can be very low to the sidewalk. 6. Lt. Turner recommends that the elevator be controlled by key so the fire department can control its location during the fire. 7. Lt. Turner recommends installing the "Knox" rapid entry system. It is a mini safe accessible only by ladder and key for fire department use only so the fire department can enter the building without breaking down the doors. It can be wired into a security system. Lt. Turner gave a brochure to Dave Moulton so it can be priced. 21 October 1988 The Endicott Center at Town House Square MEETING WITH FIRE CHIEF & ELECTRICAL INSPECTOR Page 3 4. When individual occupants build out their space pipe dimensions and hydraulics for the sprinkler system must be shown for building permit approval. 5. Following the meeting with Lt. Turner, Don Burnham, Muzi Zade, Dave Moulton & Linda King met with Paul Tuttle, City of Salem Electrical Inspector. a. Tuttle also recommends the city master box but tearing up the newly repaved street and sidewalk will probably deter Don Burnham from doing this. b. Tuttle does not want to see a manhole in the basement because of water problems. He recommends a wide "sweep" to avoid too many 90 deg. bends. This is possible if the conduit is pulled through 4 or 5" p.v.c. David Moulton thinks digging into the existing concrete slab will not be too expensive since we are eliminating the manhole. This digging is necessary to get the required concrete cover over the secondary service. C. Since BX cable is being used Paul Tuttle recommends hand cutting for all boxes. d. Paul Tuttle will stamp the sets on Monday morning after the fire department has stamped them. WNER ARCHITECT'S O CHITECT � FIELD REPORT CONSULTANT ❑ Bujl[Jlmci DEBT AIA 1)0(:USItt,'4[ G.'li FIELD ❑ PROIECT: 1 L.4 �T6t"-.%e "'ll t "'4sl FIE REP T O,: 1 JUL CONTRACT: V` .�qy ARCHITECT'S PROJECT NO: 27�1•vd DATE ' !70 .�� TIME C)A WEATHER yy u'A EM,MASS` TEMP. RANGE 40" EST. % OF COMPLETION J/Gw.o�l�ar Cy�e CONFORMANCE\KITH WORK IN PROGRESS PRESENT Al SITE-%V� �l M /h��¢ dt !1. 111�•__. �01.� iOr o +. t\ VJ 'tY VC % SI`f� at 'a1^q¢ t-.�oo �a'a.b - a G\.'�T l'•'oh �oluha.. - OBSERVATIONS I. All Ake� 1 1 1 '�'i�j�1eV �77�i11�7 1 ` 61210 �'(�KhnOy�L n kA_0�6" \l45 QvE+•\T W1^ � h¢.W\1� 4� '1'e r G�J l.� V 1ewaJ pT—tine ` I•� r 1 1I I�E.vr\od_rli6 ti II 4\ Ca�w I T e \•. r • w, �1c 1 a 1 1•\.\ela•`� C�St C Ua F�a� `�\•�h aY.\w .1},1P�¢ cls\ 161f a.y e'1'1/�' 1�A� "\.2 Cr,bbl� e 1 �I j .-.�i 1 .,�b r-TI• e. � IIS, 4� 1-x W 11 \ �L¢ 1 �i2\a•..¢..� t. el i 1 M^G'.N..I \v. 4r•� Iti e c d JS�% pQ Q�,\s1 .•��"+ N .� `\o'h Sl E.1� l h s 141 ICP+l 1..4w 1��v �� IOrt e¢. � t••¢w.e , Ler IS I�io br��1h 1 h-{�11 4'�I�C9 hI C'l"' 4 1�1Q.�.) �\ �.•/ 1 T/��1 1_ �• 1.+,)rlh CSD 117 �•\ O� ``�1 �CS2 1+•.2..a ! _� IOu I✓ S'C ✓7//� �1 e��.. _kjj�,p,e_ ta7111�� ( .. W.e_`V7rGSuw�-.p.d t�\�e 1 •c_a �rw\ d-�l(�..th brow. 1w T1i�2 14261h 1yyy by �•/4�✓I�ti�O�/ J0.1�'s PrC Y�C1Y\ I� W4s ,1 �7o 1\\ C A+nd 1'USIJ rG.r LJa of ale 1-�C�. dVr�hA a h@wV+�1 ` ro��.. S�v�7w. e•. J�� Z(� ITE $ �� a1\••'' W6S 01oOr.��vaq M�•( � ba� fit. w «V caar.Q `�j•�A\. 0 1 awl `� u bRO�..•r• br. 6Fwih�� `` L GO� k UI 1 U 1 . -%- 12 Z LwIL �v c�� '. u'TI'� iz,Ll....-d.y�.,I-� •41oar•\e•.a �..., � p eye N�be 1-�-+r. INFORMATION OR II ACTION RIIEQUIIRIEF) �� 1•b �c `fC l� ..a,p,s W `I 'Sa 1`''-�,b�N- abaY•E 4�Ir 1Ftt`�.c.¢ �/��I . 0.,V w 1` } wIT' 1Si F-\S¢.,✓ ATTACHMENTS REPORT BY: Lla hc� AIA DOCUMENT 6711 ,ARCHITECT'S FIELD REPORT OCTOBER 1972 EDITION AIAO .i 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.. NW, WASHINGTON, D.C. -'ow6 - page ` nI 2 p•1R''' V1 � G,1+� e1•,q;,@�--��-,_+ -►�`�.Y-�•-Q. 0.r-C.. tiw S�rw. CLr+.1�•. '1 '�-eS l`� W,ab`'L 4�o Cok tic�4 �7 I hQ1„r. ce�u w.h t �•e C �c,�c�•.G G�� `—�t I 1 l S S u,2 A42A CL i i' CSS Architects Incorporated Corporate Place 128 Audubon Road,Building 2 Post Office Box 1460 - Wakefield.Massachusetts 01880 (617)245-8400 - TO: Files PROJECT: . The Endicott Center & Eaton's FROM: Linda King Town House Square DATE: 7-13-89 SUBJECT: MEETING IN DON BURNHAM'S OFFICE 7-13-89 y. c ea Present: Don Burnham Urban Development ActF4)n Group Fred O'Connell Urban Development Aa$�ncroup Carl Dumas Lawlor Rex Wait Lawlor �Z Sam Horowitz Hermes Engineering 2X p rw Mohammed Zade Zade Co. y Muzi Zade Zade Co. John Savasta CSS Linda King CSS 1. Mohammed Zade wanted Don Burnham to understand that Hermes Engineering modified drawings done by The Zade Company and issued them as the construction set. Changes include: a. Zade specified a 5 module boiler, Hermes is installing a 4 module boiler. Since a module can be added later if the warehouse is occupied, Don Burnham accepts this change. b. Kitchen ventilation is out . Kitchen hood vent is out. Make up air unit for Kitchen is in. Carl Dumas believes these ducts can be added later. C. Zade specified night setback for the heating & cooling systems. Hermes eliminated it. Don Burnham would like Hermes to price night setback for a programmable - thermostat, not a wireless as specified by Zade. d. John Savasta and Sam Horowitz both accept the fact that Hermes Engineering now is professionally liable for those drawings and the mechanical system. Endicott Center & Eaton's Meeting at Don Burnham's Office 7-13-89 Page 2 2. Mohammed & Muzi Zade made a punch list for Eaton's attached to this memo. a. Hermes will consider a method for temporary cooling for Eaton's. The cooling tower is due at the jobsite the week of July 17 but will take some time to get operational. b. 6V Emergency lighting installed in lieu of 12V will be very dim. Some one from Lawlor will check safety of egress in the dark. One foot candle on the floor is code requirement. C. It is a code requirement to wire the emergency lighting with the night lights and the battery must be fed from the same circuit. Rex Wait knows that changes were made to comply with city of Salem requirements. Lawlor is to have their electrical subcontractor write a letter to Zade that this was done to city requirements. d. Electric wall heaters are not tamper proof. Hermes will remove knob. 3 . Mohammed is guessing the water closets are wet vented to floor drains which is not allowed. Carl Dumas will check. 4. Sepia of E-7 drawings was issued to Linda King. Per city of Salem, smoke detectors must be added to the 1st floor of the Bootery. Carl Dumas estimates total cost to do this is under $1,000. 5. John Savasta insists that mechanical fasteners be used on all "Senergy" panels. Carl Dumas was quoted, $20,000 to add mechanical fasteners by the subcontractor. Based on a price quoted to John Savasta by the Senergy representative the maximum it should cost is $13, 000-14 , 000. Carl Dumas will contact Waltham Lime & Cement to get another price. Endicott Center & Eaton's Meeting at Don Burnham's Office 7-13-89 Page 3 6. Don Burnham wants to use the granite type "Aurora" finish per recommendations by CSS. CSS has not yet received the sample panel. Lawlor to pursue. 7. The cornice has not been secured per the structural details. John Savasta requires a letter from Carl Dumas that Lawlor accepts full responsibility for the structural attachment of the cornice and the mansard roof edge. 8. In order not to incur extra cost for custom color for spandrel glass, CSS recommends selecting a bronze reflective glass. Lawlor will obtain samples to select from. 9. The snow guard submitted is approved. It must be installed at locations and in quantities shown on drawings along Washington and Essex Street and at the rear of the building only in locations below which pedestrians can approach the building from the parking lot. 10. Don Burnham, Carl Dumas, John Savasta & Linda King walked over to the jobsite. The color of the new brick is very brown with respect to the existing brick at the 4th floor. A sample panel should have been done per the specifications. Linda King will contact "Gene" at Chapman Waterproofing to ask if any color can be added to the brick. The single brick sample provided did not show range of tones. The color differential will be subdued by changing the color of the synthetic plaster band from matching the brick which was originally requested to matching the existing 4th floor window sills, The sample from the original request has not yet been received. 11. The mansard was not built according to the drawings. The drawings show a straight portion only above the flat roof for about 2-1/2 feet at the parapet and a continuous curve below. The built straight portion is about 6-1/2 feet and the mansard has an abrupt flare out below that. The hips at the corner near the Bootery on Essex Street and the corner at the intersection of Washington and Essex Street must be built out to reduce the sharpness of the transition. Endicott Center & Eaton's o Meeting at Don Burnham's Office 7-13-89 Page 4 12. Access to the 2nd floor warehouse space will be via the second floor of the Bootery building. Provide a 2 hour rated metal stud and gyp. board partition and B labeled painted metal door. Add a 4 ft. landing and a 4 foot wide steel stair between the two levels with handrails to meet code. V 13 . The existing masonry wall between the back of the Bootery and the warehouse is not supported properly. Remove all unsafe portions. Do not support any masonry on wood. All supports must go to basement floor. Infill wall with metal . studs and gyp board. 14. It was requested by the building inspector that the fire escape behind the Foodland building be removed. This impacts the safety of the 2nd floor of the Foodland building which is a separate property and does not restrict egress from the Endicott Center. Linda Ring to discuss with Building Inspector. CC: Those present, Jim Santo_,—Sal�� em B:I� 7 13 July 1989 Eaton Drug ELECTRICAL PUNCH LIST 1. Emergency lighting needs to be 12V/12W halogen, existing is 6V. , therefore produces very dim lighting. 2. Emergency lighting battery unit needs to be wired from same circuit as night light. Currently on a separate circuit. 3. Electric wall heaters at the entry needs to have tamper proof controllers. 4. Panel schedule needs to be provided ZADE COMPANY 13 July 1989 Eaton Drug MECHANICAL PUNCH LIST 1. Some sprinklers cover more than 130 s. f. Row of sprinklers at Essex Street covers 225 s.f. - per code maximum coverage is 130 s. f. 2. Pipe drain pan from water heater to drain in floor below. 3. How will heat pumps work. Hermes will provide water loop. ZADE COMPANY OST - 24 - SS M O N I E. v 4 4 6 1 7 2 4 8 S 3 7 2 C S S ARCHITECTS P . 02 ENVELOPE SYSTEM PERFQ%ANCE COMPLIANCE PR2GRAM Massachusetts oard of Bui ding Regula ions an Standards This Pr gra it to be used in determiniiinq compliance of setmfor hl innuArtic1et20, ection1�L014Wgth the criteria MARCH 1988 VERSION 1 .5 11 gg hh gg {{ dd< �Plress Any Key To Continue > CODE: <8,C,H>NAC �tONHENTAT 8Ad Cooled Boston MA SUILOATOW 10//24//1988ENWER, SALEM� CRITERIA WL AREA 3961 6386 4677 6347 0.284 GL AREA 0 1970 1532 585 WWR SCX 0.89 0.89 0.89 0.89 0.528 PF 0 0 0 0 0.0 VT 0 0 0 0 N/A Uof 0.50 0.50 0.50 0.50 0.588 WALL Uo 0o03 0.03 0.03 0.03 0.090 HC 21 21 21 21 1 INS POS 3 3 3 3 N/A EQUIP 0.75 0.75 0.75 0,75 0.750 LIGHTS 1 .5 1 .5 1 .5 1 .5 1 .500 DLCF 0 0 0 0pp LL 0.0 HEATING . 1 .788 0,441 L 0 A-8.A39 1 .490 —TM 0< 12.344 COOLING 2.818 15.763 12.628 7.906 1142,395< 39, 115) 32. 136 TOTAL 4,606 16.204 12. 189 9,396 44. 480 F1 Read F3 Clear Input F5 Other Screen F10 Copy Across F2 WrIte ` F4 Directory I F6 City List I F9 Calculate I Esc Exit *e **e*gee PASSES t**e****e OTHER REQUIREMENTS City: 1 Boston MA Max Uo Value Skvlisht : Visible Trans . : 0.500 Lighting Footcandle 50 Wall Ad.lacent Uncond . Space: 0. 141 Maximum . Skylight Area: 6.000 Floor Over Uncond . Space: 0.055 Max Uo Value Min R—Value Roof: 0.059 Wall Below Grade: 9 Min 'R-Value Unheated Slab On . Grade B24" 336" 0148" 1 F� 6 orizontlal. i¢ 1� er ica CSS Architects Incorporated ' ARCHITECTS FIELD Corporate Place 128 REPORT Audubon Road,Building 2 Post Office Boz 1460 - Wakefield,Massachusetts 01880 (617]245-8400 � C O �� r PROJECT: Endicott Center FIELD REPOM NO. t� Salem, MA. 'm CONTRACT: Construction ARCHITECT'Srim W o ------------PROJECT NO. 73800 r`1 --------------------------- ---------v-- ----�-- DATE: 7-31-89 TIME: 10:OOAM WEATHER: CUea TEMP RANGE:' 70-75 deg. EST. % OF COMPLETION: 71% CONFORMANCE W/SCHED. on time WORK IN PROGRESS: none PRESENT AT SITE: Watchmen John Savasta CSS Architects ---------------------------------------------------------------= OBSERVATIONS• Basement 1. Sprinklers are installed. - 2. Fire alarm system installed. 3 . Excavating for sewer ejector underway. 4. Exit stair at Washington Street is underway. 5. Exit stair at core is underway. 6. No concrete slab work started. First Floor 1. Tenant has occupied the first floor space. 2. The monumental stair rough stringer, risers and treads are installed. 3. Toilets and corridor is 90% complete. Second Floor 1. Drywall and taping is 80% complete. 2. Exterior windows are 90% installed.. 3 . Shaft wall enclosure at elevator is underway. 4. Rough plumbing for toilets is installed. 5. Circuit breaker panel installed. 6. Tenant corridor metal studs are installed. 7. Rough stair treads, risers are installed and are concrete filled. 8. Sprinklers are installed. r 31 July 1989 Endicott Center Architect's Field Report Page 2 Third Floor 1. Exterior wall insulation is installed at Essex and Washington Street. 2. Interior columns have drywall installed. 3. Metal studs are installed at exterior walls, building core and tenant corridor. 4. Rough plumbing installed and hot water heater installed. 5. Rough wiring in core is 80% complete and the circuit breaker panel is installed. 6. Sprinklers are installed. 7. Exterior windows are 80% installed. 8. Rough stair treads, risers and stringers are installed and stairs are concrete filled. Fourth Floor 1. All exterior windows are installed with the exception of the bay window on Washington Street which is rough framed. 2. Drywall around interior column is installed - no taping has been done. 3 . Metal stud partition at core is installed - no tenant corridor partition installed. 4. Circuit breaker is installed and rough wiring at core is 90% complete. 5. 15% of the exterior wall insulation has been installed. 6. Metal studs on exterior walls have been installed. 7. Rough stair treads, risers, stringers are installed and treads are concrete filled. 8. Rough plumbing complete. 9. Toilet exhaust duct work underway - 40% complete. 10. Sprinklers are installed. Fifth Floor 1. All exterior windows have been installed. 2. Metal studs are installed around interior columns. 3 . Metal studs at knee wall are 35% installed. 4. Rough plumbing complete and hot water heater is installed. 5. Circuity breaker panel installed. 6. Metal exhaust duct for toilet room underway. 7. Sprinklers installed. Sixth Floor 1. Exterior windows are installed. 2. Metal studs installed at core. 3 . Rough plumbing installed. 4. Hydro therm furnace module installation underway. 5. Metal exhaust duct for toilets is underway. 6. Sprinklers are installed. 31 July 1989 Endicott Center Architect's Field Report Page 3 Roof 1. Roof drains are installed. 2. Membrane roofing is installed. 3. Roof hatch installed. Exterior 1. Cementious finish being installed at dormer on West elevation - alley side. 2. All dormers are installed and have exterior wall sheathing applied. 3 . Copper roofing is installed 95% complete. 4. Face brick complete on Essex Street and 80% complete on Washington Street. 5. Concrete block and wonder board installed at first floor on Washington & Essex Street. 6. Scaffolding has been removed from Washington and Essex Street. CC: Don_Burnham_ Real Estate-Diversified �Jim_S.anto' SalemrBuilding_Inspector_.J Linda Ring CSS Architects L-AWLOR CORPORATION BUILDERS-ENGINEERS 407 MYSTIC AVE., SUITE 34B, MEDFORD, MA 02155 TEL. (617) 391-2715 FAX # (617) 391-1281 July 11, 1989 City of Salem Building Department c One Salem Green —c _ Salem, MA 01970 f �� cV n`rr.,-Hi (DD Attention: Jim Santos, Building Inspector RE: Eaton Apothecary Endicott Center 7a em Gentlemen: This letter is to inform you that all Salem City Inspectors for the plumbing, electrical, fire, health department, public works, and building have signed off the final inspection for the above referenced project. All trades presently working on this project are following the building code requirements for the City of Salem. Our superintendent, Mr. Robert Huntsberger had monitored the progress of each and every trade to ensure that they comply to these requirements. Sincerely, LAWLOR CORPORATION Rexfor G. Wait Project Manager RGW:j w CSS Architects Incorporated Corporate Place 128 Audubon Road, Building 2 n C Post Office Box 1460 r^ 0:1 Wakefield,Massachusetts 01880 (617)245-6400 -< WIIIIIIIIIIIIIIIII cam' v c-, — z v-rn n TO: Files PROJECT: The Endicott Cente5idtn'' FROM: Linda King Town House Square C) rm DATE: 6-28-89 SUBJECT: FIELD VISIT 6-28-8 g v+ co ca Present: Bob Huntsburger Lawlor Dave Moulton Lawlor Rex Wait Lawlor Linda King CSS 1. Location of sewage ejector pump. Lawlor has found ground water below the old boiler pit where the sewage ejector pump was scheduled to be placed. Lawlor would like to locate it in the fire pump room. Linda King confirmed this location is fine with Mohammed Zade as long as the bottom of the tank is at the same elevation as shown on the drawings. 2 . In order to achieve the head room required for the switch gear the floor of the Electric Room 014 will be dropped 4" to 9 '-411. Fire Pump Room 013 will also be dropped to 9 '-4". Two 5" concrete risers will be required from the landing. 3 . The current opening in the 3 foot thick masonry wall in the basement is 8 ' wide and not 4 ' wide as shown on the plans. Unless directed differently by Don Burnham, the opening shall remain its current width but all masonry left standing in place shall be reviewed by the structural engineer. 4. Dave Moulton and Linda King discussed the coordination of the granite shop drawings with the window shop drawings near the entry. Lawlor is to work out if granite corner of building can be thinner or if window size must be changed. Lawlor to confirm all dimensions for granite with respect to window frames. 5. Because handicapped access to the warehouse 2nd floor which is in the add alternate would require a lifer which is expensive the decision was made at the time the drawings were completed not to install it, but close off the corridor. When all the two hour fire separation walls in the base bid are complete the only access to the second floor will be via the fire escape at the far end of the building. The hardware on that door must be changed to allow this access. Don Burnham must decide where we want to provide access to this space. June 28, 1989 The Endicott Center at Town House Square FIELD VISIT 6-28-89 Page 2 6. The underside of the existing second floor joists in the Bootery is finished with metal lath and plaster. The joists are old 2 x 12 's spaced 16" o.c. U.L. Design #L503 can be used for the new floor. Linda King to discuss the existing floor with Jim Santo. Lawlor wants to use gyperete in lieu of 2nd layer of plywood. 7. Rex Wait has resolved the stair #3 headroom problem with Jim Santo. There is 6 '-8" headroom for at least 3 '-0" width on the landing and he will accept this even though the width constricts, since there are fewer than 50 occupants on the sixth floor. 8. The stair rails have not been built per the approved shop drawings with the half circular top rail at all landings. The rails have not been reinforced per Supplemental Instruction Sheet number 6. 9. All openings between the 5th and 6th floors at the mansard and dormers must be infilled with concrete. 10. The dormer on Essex Street has been moved approximately 511 . 11. The roof is tight but no equipment has been installed. All equipment is being stored in the Foodiand Building. 12. 6th Floor windows have been installed. Residential type aluminum window flanges allow for synthetic plaster to be installed after window installation. Boilers are in place. Ductwork is in place to 4th floor. 13 . 5th Floor half the windows have been installed. Copper flashing has been installed below the window. I don't know how it is going to end. The cornice has been strapped with pipe strapping not per Richard Smith's detail. June 28, 1989 The Endicott Center at Town House Square FIELD VISIT 6-28-89 Page 3 14. Synthetic plaster manufacturer doesn't want to use mechanical fasteners because it dimples. 15. They are within 1-1/2 feet of the bottom of the elevator shaft. 16. All permanent service is in the electrical room. CC: Don Burnham UDAG Carl Dumas Lawlor Jim Santo Salem Asst. B. I. John Savasta CSS Linda King CSS ABERJONA ENGINEERING IN U JuneE29, D1989 #880O7R T ONE MT. VERNON STREET RE: Endicott Center P.O. BOX 215 Salem, MA WINCHESTER, MA 01890 k'eke�iCont: Lawlor Corp. 617-729-6188 Owner: Urban Dev. Action Group Weather: Sunny/70 @ 2:30 p.m. Present: Bob Huntsburger, Lawlor Dave Moulton, Lawlor CSS Architects Richard Smith, AEI P.O. Box 1460 Wakefield, MA 01880 ATTN: John Savasta �? C � r W C (THE FOLLOWING WAS NOTED: ) o r T D O_ m As previously noted in our June 9, 1989 Field Report, the gffi`?,pntPFloot pier along Washington Street at grid line 4. 7 must be rebui�rTt-c as3 requ ,yed and tied to the new second and third floors. o � s s � Hooked anchor bolts should be embedded into the new masonry�;therr the existing encased cast iron columns would interfere with theuepomyn anchors called for on Sheet S-1. The existing cast iron column brackets should be cut away where necessary. The Essex Street facade cavity wall has not as of yet been pressure grouted. The existing and new cornice at the Fifth level must be tied to and supported by the mansard stud system as shown in detail 5. 4, 5.5 and 5. 13 on Sheet 5-14. All existing masonry wall chase recesses along grid line lA must be filled with new masonry as shown on the structural plans. Continuous jamb studs must be added to each side of each window at the new 6th Floor dormers. The voids in the floor near the dormers must be infilled with concrete. SUBMITTED Richard A. Smith, P.E. Copy: Lawlor, Carl Dumas P BOARD OF APPEALS z C, Jut. 19 2 49 FM '89 ZADE CONIVANY INC. ciwvisioffin}f Irngin4-i-rs RECEIVED ........... 140 nrarll SI., CITY OF SALEM,MASS. ...... (617)338-1 101i p1r. V;IX M71".1-25-10 ME- July 19 , 1989 Building Inspoctor5 Ono. Salem (3rCCn Salemt, MA 01970 Re, Eat'(Vn,',S Appthecary . Washington StrccL,' Salem, MA The Endicott Con Lor at Town iiousL Square In accordance with Section 127 . 2 . 3 of Lh(i Ma.,.,%;acbusat.ts State. Building Code,. T hereby certify to- the best of my knowledge and belief that the owner improvements of 11VAC, Plumbing, Fire Protection, and Electrical Systems for Eaton' s Apothecary have been constructed documents in accordance with the construction documents prepared by Zado Company Tnc. dated may 15, 1989 and all amendments thereto and in accordance with the Massachusetts State Building Code, National Electric Code, and NFPA standards. Presently, air-conditioning system has not been installed. It is expected to be operational shortly. The fan section of the heat pumps and outside air unit is installed and operational . So outside air is provided for the space . I further certify that : 1 . The project has been satisfactorily completed in Accordance with the contract documents and the Massachusetts State Building Code, National Electric Code, and NFrkA standards Zade Company Inc . L Mohammed Zadc, Ph .D. , P .r. President BOARD OF APPEALS JOL 19 Z t,9 PH °89 RECEIVED Architecture Planning Interior Design CITY OF SALEM,[BASS. 19 July 1989 William H. Munroe Inspector of Buildings One Salem Green Salem, MA. 01970 RE: EATON'S APOTHECARY Washington Street Salem, MA. The Endicott Center at Town House Square Dear Mr. Munroe: In accordance with Section 127.2 . 3 of the Massachusetts State Building Code, I hereby certify to the best of my knowledge and belief that the Owner improvements for Eaton's Apothecary have been constructed in accordance with the construction documents prepared by CSS Architects, Incorporated dated 15 May 1989 and all amendments thereto and in accordance with the Massachusetts State Building Code. I further certify that: 1. The project has been satisfactorily completed in accordance with the contract documents and the Massachusetts State Building Code, except the fire shutter at the building lobby entrance to the space has not yet been installed. This fire shutter is to separate mixed uses and will be installed before a second user occupies the building. CSS ARCHITECTS INCORPORATED BY. lfr nolo, AIA CSS rch cts Incorporated Corporate Place 128 Audubon Road, Building 2 Post Office Box 1460 Wakefield,Massachusetts 01880 617 245 8400 GATE JOB NO. 1-2 3-m,?- J. K. MITCHELL, ARCHITECT PROJECT V LOCATION j - CONTRACTOR OWNER TO MI WEATHER TEMP. O at I AM '25b Oat 1 PM PRESENT AT SITE THE FOLLOWING WAS NOTED: F>G - L�N ►, �� a��l-G Bt�Ds r�-l�-f-N�• ✓' , RLL cor}�� Cm L _ � - s eq �Y', COPIES TOKIn SIGNED / FORM 441-9-Available from�TownaenJ,Meee.%069 �(/ r Convenient Cupboard 234 Essex St. , Salem, MA H G'J -K N INSPECTION FINAL AFFIDAVIT o m r n� 3 � m W — r— To the Building Commissioner : M1 o R1 I certify that I , or my authorized representative,Nhave inspected the work associated with Permit No. 55`4-9'Irs dated Dec.19,1991 , and that to the best of my knowledge , information; and belief the -work has been done in conformance with the permit and plans approved by the Inspection Department and with the provisions of the Massachusetts State Department and with the provisions of the Massachusetts State Building Code and all othe pertinent laws and ordinance . G\S�ERED ARoll Ar hbitMect WMa'ss. Reg . No. $ WINTHROP. W 3 ;ass. John Wdf MItcheil &Associates, Inc. oy�f�(Try DF p0. Architects 13 BENNINGTON STREET EngIne"ress EAST BOSTON, MASS. 02128 617-569-3337 Telephone Inspection Dates : 23 Jan. 1992 Then personally appeared the above-named J.K.Mitchell and made oath that the above statement by him is true . Before me, My/Commission expires /C 19ficr H{7( K C� w LYNN SAND & STONE CO. 30 DANVERS ROAD SWAMPSCOTT, MA 01907 617-595-0820 Ai[UCJULp READY MIXED CONCRETE MINERAL FILLER SAND 9 CRUSHED STONE Ig 0 z�u LYNN SAND & STONE CO. 30 DANVERS ROAD SWAMPSCOTT, MA 01907 617-595-0820 MI READY MIXED CONCRETE AilliailL MINERAL FILLER • SAND 9 CRUSHED STONE Robert J.Nahigian, -1 OfllcjjR Robe"lndustrlal Division I! AUBURNDALE REALTY COMP EST.1949 1 345 Auburn Street Development p.0.Box 125 Brokerage ^ Auburndale,MA 02166 Consulting (617)332.6900 Management Real Estate Investment Development • Management IPeter F. Kellogg Property Manager 17lorthsand 160 Slate Street Boston,Massachusetts 02109 Telephone:(617)3678700 7elecopier(617)367-8106 31Y / / ° Citp of Oarem, A1a9gacbU!5ettg Public Propertp department Auilbing Department One Oalem green 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Inspection Report RE: 234 Essex St./100 Washington St. (Endicott Center) , Salem, MA. On October 9, 1990 at approximately 10:00 a.m. , this department met with Mr. Kirk Roth representing the Bank of New England regarding the above referenced property. Present from the City of Salem were William Munroe, Building Inspector; Captain Robert Turner, Fire Prevention; John LeClerc, Plumbing & Gas Inspector; John Giardi, Electrical Inspector; and James Santo, Assistant Building Inspector. At that time, we did a walk-thru inspection of the property. Each depart- ment noted what they found wrong and briefly discussed the findings with Mr. Roth (notes attached) . Sincerely, J. -J� James D. Santo Assistant Building Inspector i S Citp of 6aiem, Alag0*0ett!5 Public Propertp ;Department mpg jOuilbing department One Oalem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Mr. Kirk Roth Bank of New England P.O. Box 2197 Boston, MA. 02106-2197 RE: 234 Essex St./100 Washington St. (Endicott Center) , Salem, MA. Dear Mr. Roth: As the result of an inspection of the above referenced property on October 9, 1990, the following findings were noted. 1. Exterior sheating is pulling away from walls. 2. Staging around building, top three sections-are not secured to the building. 3. All new poured concrete floors are cracking in approximate same locations. If I may be of further assistance with this matter, please contact me at this office. Sincerely, /James D. Santo Assistant Building Inspector CUP of oatem' Bagga0wettg Public Propertp Department Mp g+ JOuilbing -Mepartment One halem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Mr. William Munroe Inspector of Buildings One Salem Green Salem, MA. 01970 Dear Mr. Munroe: As a result of an inspection of 234 Essex St./100 Washington St. (Endicott Center) , the following violations were noted. 1. A main ductile iron pipe projecting from the foundation was open and a sewer gas smell' was noted. The pipe must be plugged. 2. A main rain leader or sewer line was open which also must be plugged. Sincerely, -Ile � John L. Leclerc Plumbing and Gas Inspector • ti a.r.o.ni4b Citp of *alma, jflamorbuatt!g Fire Mepartmentea0quarter5 z, r 4SKafapette street o� n *alem. INa.01970 CP o Joseph F. Sullivan In Chief ^Q N N October 9, 1990 Mr. William H. Munroe Inspector of Buildings One Salem Green Salem, Ma 01970 Dear Mr. Munroe: As the result of an inspection of the Endicott Center property at #100 Washington Street this date, the following was noted: 1. The fire alarm system appears to be working with the exception of the zone for the sprinkler system which is not in service. The fire alarm system is to be monitored by American Alarm and Communication, Inc., a central station monitoring company from Arlington. A test of the system was conducted, indicating that the internal system was operating satisfactorily, but no signal was .received by the central station provider. This problem was being investigated by the property manager at the time of the inspection. 2. The sprinkler system is not fully completed and is thus not in service. The water supply to the system is shut at the main valve. The use of a fire department in the event of a fire in this building would prove futile. Full sprinkler protection of this property, as required by law, cannot be achieved without serious work being performed on the system. Signed, Robert W. Turner, Fire Marshal 100WASH1;10/09/1990 I IJIIEIP,G DEPT ~ (�i#u of Sftittlem' Anss tchuse##s AL 01 Pertriral Pepartmtnt OCT 16 37 Rfi °90 Paul AL0'1uffip RECEIVED pity $lrrtririsa CITY OF SAEEM,ISASS. 44 ` afa"ette �$t. �*Blera' Ause. 01976 'elren (Cabe 517 745-6300 October 15 , 1990 M William N . Munroe, Inspector of Buildings FROM: Paul M . Tuttle , City Electrician SUBJECT : 100 Washington Street ( Endicott Plaza ) An electrical inspection was made on October 9 , 1990 by my assist- ant John Giardi at the above address . The moisture problems in the cellar area has caused corrosive dam- age to the electric service at this location . It is the recommendation of the inspector that an in-depth inspection be made by a licensed e- lectrician , As you know, the electrical permit for this service was temporary for pnly 90 days , the 90 days has been exceeded . No action .has been taken to, fully repair and secure this building properly. This condition is in direct violation of the Massachusetts Electric Code, i,t allows its electrical equipment to be exposed to atmosphere con- ditions .Chigh moisture) . This could cause failure of electrical protec- tion devices . If corrective steps are not taken within the next thirty days , I will have no choice but to terminate the electric service in the in- terest of public safety. If I can be of any futher assistance , please feel free to call me . 1, Paull. Tuttle City Electrician PMT/m 3 ° Cite of harem, jflaaarbuattg Public Propertp Mepartment Nutting Mcpartment One 9palem green 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Inspection Report RE: 234 Essex St./100 Washington St. (Endicott Center) , Salem, MA. On October 9, 1990 at approximately 10:00 a.m., this department met with Mr. Kirk Roth representing the Bank of New England regarding the above referenced property. Present from the City of Salem were William Munroe, Building Inspector; Captain Robert Turner, Fire Prevention; John LeClerc, Plumbing & Gas Inspector; John Giardi, Electrical Inspector; and James Santo, Assistant Building Inspector. At that time, we did a walk-thru inspection of the property. Each depart- ment noted what they found wrong and briefly discussed the findings with Mr. Roth (notes attached) . Sincerely, 5jamesantoD. S ssistant Building Inspector ° CUP of *aremt AagnOugetto a�� r Public Propertp 0cpartment Nuitbing 3Oepartment One Oalem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Mr. Kirk Roth Bank of New England P.O. Box 2197 Boston, MA. 02106-2197 RE: 234 Essex St./100 Washington St. (Endicott Center) , Salem, MA. Dear Mr. Roth: As the result of an inspection of the above referenced property on October 9, 1990, the following findings were noted. 1. Exterior sheating is pulling away from walls. 2. Staging around building, top three sections are not secured to the building. 3. All new poured concrete floors are cracking in approximate same locations. If I may be of further assistance with this matter, please contact me at this office. Sincerely, 'James D. Santo Assistant Building Inspector LAWLOR CORPORATION BUILDERS-ENGINEERS 407 MYSTIC AVE., SUITE 34B, MEDFORD, MA 02155 TEL. (617) 391-2715 FAX # (617) 391-1281 August 1 , 1989 !2 ea C) L f City of Salem ti o Building Department ter" z n One Salem Green Yn Salem, MA 01970 ; rn Attn: Jim Santos ryn Cz co Re: Endicott Center (�3y ESJc�X ST� Dear Jim: This letter is to inform you that the Lawlor Corporation has pulled off the Endicott project, therefore, I would request to have my builders license coverage cancelled from this project. I would also make you aware that Lawlor Corporation is not responsible for any safety in this building, at this time. The electric power is billed to Lawlor, but will be disconnected in the near future. Also, the exterior sheathing is not designed to be exposed to the weather for any amount of time. The materials may have to be replaced in the future, if not protected against the weather. In case you have to contact any person for the Endicott job, the person is Donald Burnham, 508-741-1166. Respectfully yours, LAW�LLOORCORPORATION Alfred Rozumek General Superintendent cc: Carl Dumas J. Kenny Captain, Bob Turner, Salem Fire Department Donald Burnham Citp of *aiem., f ag!5arbU2;ettg a g ra j3ubtic Propertp Mepartment �`�_,•'fir Nuitbing Mepartment One batem green 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Inspection Report RE: 234 Essex St./100 Washington St. r (Endicott Center) , Salem, MA. On October 9, 1990 at approximately 10:00 a.m. , this department met with Mr. Kirk Roth representing the Bank of New England regarding the above referenced property. Present frau the City of Salem were William Munroe, Building Inspector; Captain Robert Turner, Fire Prevention; John LeClerc, Plumbing & Gas Inspector; John Giardi, Electrical Inspector; and James Santo, Assistant Building Inspector. At that time, we did a walk-thru inspection of the property. Each depart- ment noted what they found wrong and briefly discussed the findings with Mr. Roth (notes attached) . Sincerely, 'JamesD. Santo Assistant Building Inspector rhU Cftp of *a[em, IflaggacbUgettg 3 y y} Public Property Department Nutting Mepartment One Saatem Green 745-9595 QCxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Mr. Kirk Roth Bank of New England P.O. Box 2197 Boston, MA. 02106-2197 RE: 234 Essex St./100 Washington St. (Endicott Center) , Salem, MA. Dear Mr. Roth: As the result of an inspection of the above referenced property on October 9, 1990, the following findings were noted. 1. Exterior sheating is pulling away from walls. ✓ 2. Staging around building, top three sections are not secured to the building. 3. All new poured concrete floors are cracking in approximate / same locations. If I may be of further assistance with this matter, please contact me at this office. Sincerely, James D. Santo Assistant Building Inspector Citp of 6atem, ;fflaggacbUg¢ttg Public Propertp Mepartment Jguilbing Department One balem green 745-9595 txt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 11, 1990 Mr. William Munroe Inspector of Buildings One Salem Green Salem, MA. 01970 Dear Mr. Munroe: As a result of an inspection of 234 Essex St./100 Washington St. (Endicott Center) , the following violations were noted. 1. A main ductile iron pipe projecting fran the foundation was open and a sewer gas smell was noted. The pipe must be plugged. 2. A main rain leader or sewer line was open which also must be plugged. Sincerely, John L. Leclerc Plumbing and Gas Inspector I is Cita of *atem, SHassar0U5ett! ',rR��j' JFirr i�eparnnent )eaaquartrrs �, F' lA i v i8�!afavetteatrert -afrm. 1£1a.01970 "� G° ^45. , .Joseph F. Sullivan Chief 'F N October 9, 1990 Mr. William H. Munroe Inspector of Euildings One Salem Green Salem, Ma 01970 Dear Mr. h1unrce: As the result of an inspection of the Endicott Center property at #100 Washington Street this date, the following was noted: 1. The fire alarm system appears to be working with the exception of the zone for the sprinkler system which is not in service. The fire alarm system is to be monitored by American Alarm and Communication, Inc., a central station monitoring company from Arlington. A test of the system was conducted, indicating that the internal system was operating satisfactorily, but no signal was received by the central station provider. This problem was being investigated by the property manager at the time of the inspection. 2. The sprinkler system is not fully completed and is thus not in service. The water supply to the system is shut at the main valve. The use of a fire department in the event of a fire in this building would prove futile. Full sprinkler protection of this property, as required by law, cannot be achieved without serious work being performed on the system. Signed, Robert W. Turner, Fire Marshal 1OOWASH1:10/09/1990 (�i#u of 'Salem, ,ffll assuehusel#s f�RerpQ,F.d �Rtrtriral Department On 10 3 37 r�1,i F11Il .�llffll' CITY 01-- 'Lti?MASS. Vtg 3Elertririan 44 `Iliafattette �6t_ ,$alem, Mass. 01970 Area (lobe 617 745-6300 October 15 , 1990 TO : William H . Munroe , Inspector of Buildings FROM: Paul M . Tuttle , City Electrician SUBJECT : 100 Washington Street ( Endicott Plaza ) An electrical inspection was made on October 9 , 1990 by my assist- ant John Giardi at the above address . The moisture problems in the cellar area has caused corrosive dam- age to the electric service at this location . It is the recommendation of the inspector that an in-depth inspection be made by a licensed e- lectrician As you know, the electrical permit for this service was temporary for only 90 days , the 90 days has been exceeded. No action has been taken to fully repair and secure this building properly . This condition is in direct violation of the Massachusetts Electric Code , it allows its electrical equipment to be exposed to atmosphere con- ditions ( high moisture ) . This could cause failure of electrical protec- tion devices . If corrective steps are not taken within the next thirty days , I will have no choice but to terminate the electric service in the in- terest of public safety. If I can be of any futher assistance , please feel free to call me . Paul M . Tuttle City Electrician PMT/m PERTINAX Kirk F.Roth PROPERTIES,INC. Assistant Vice President Asset Management Unit One Essex Center Drive Peabody,Massachusetts 01960 5089771122 FAX 508 977 1543 Mailing Address: MA FB 02AMG P.O.Box 2197 Boston,Massachusetts 02106-2197 PERTINAX�Kirk F.Roth v PROPERTIES,INC. Assistant Vice President �j//� Asset Management Unit /�*"'^�+K• One Essex Center Drive Peabody,Massachusetts 01960 508 977 1122 FAX 508 977 1543 Maihi gAddress: MA PB 02AMG P.O.Box 2197 Boston,Massachusetts 02106-2197 IHE BAIZEN COMPANIES,INC. ROBERT PURACCHIO Project Manager 617-598-1500. FAX 617-581-0150 COMMERCIAL• INDUSTRIAL INVESTMENT• DEVELOPMENT. MANAGEMENT 230 BROADWAY,SUITE 201 . LYNNFIELD,MASSACHUSETTS 01940 PERTINAX PROPERTIES, INC. BUILDING H11T DEC { 1 8 29 W50 RECEIVED CITY Of SALEM,MASS. December 4, 1990 Mr. William Monroe, Building inspector City of Salem, City Hall 93 Waah�n Street Salem, MA 01970 Dear Mr. Monroe: Please allow this letter to serve as confirmation that I have received approval to remove the scaffolding from the exterior of the "Kerr" building. In conjunction with this effort, the window openings, open brick voids and the dormers will be covered with painted (k") plywood. The plywood will be painted to match or coordinate with the surrounding building materials so as to not be offensive. Thanks for your patience!! sincerely/ �A� ;v lal Kirk F. Roth Assistant Vice President cc: Chris Davies k/monroe/sb MA BO S230RE MA PB 02AMG 28 State Street One Essex Drive Boston,Massachusetts Peabody,Massachusetts 02109 01960 Senergy , RECEIvEg ADS 0 9 9 August 7, 1989 Mr. Roldo A. Cesaroni a RAC Corp. P.O. Box 1026 � C). Slatersville, RI 02876 T o 0o n co -m Re : Senerflex Wall System r m w o - Endicott Center -o a m Salem, MA _ N C7 Dear Roldo: cn `= It is my understanding that the above referenced project has been temporarily stopped, and that several unfinished areas have been left exposed to weather. Please be advised that Senergy will not be responsible for any problems related to this exposure. Protection from weather should be provided in these areas . If you have any questions or comments, please feel free to contact me. Very truly yours, SENERGY INC. f George H. Travis Technical Services Representative GHT:lb cc : R. .Donovan M. Sheahon C. Christopher / CSA, Inc . Senergy Inc., 1367 Elmwood Avenue, Cranston, Rhode Island 02910,Tel 401-467.2600, Fax 401-941-7480 - - R. A. Cesaroni Corp. Droma|15pecia|ist P.{). Box 1026, S|atersvUe, R| 01076 (401) 763^2%A1 n E� r- o �� pa Pi18L [C PROPERTv VEPT , `J o C{TY OF SALEM L SALEM MREEN o` ° SALEM , MA - ATTN: AAMES D . 5AN71 Dear Mr . Santo` As you are Probably aware, Lawlor Corporation has ordared this company to cease work on the Endicott Center. Our company was responsible for ihe notal stud drywall and svnthetic plaster application . As stated in Gysum Sheeting Technical Bulletin 8-8102 Goldbond , the guarantee on the exterior sheeting will expire in three months, therefore making it unsafe to the public and presenting a possibility of the sheeting to blow off the side of the building . It is the intent of this letter to inform the city of Salem that , due to the circumstances surrounding this project , R . A. Cesaroni Corp. will not accept any re- sponsibility for property damage due to the exterior eheetinn . Thank vou for vour time in this matter . Ro ;;� President RAC/ lm CC ! Carl Dumas , Lawlor ' r. 9sea@6684901, a' s0a 008 4� N M National Grange Mutual LICENSE BOND INSURANCE COMPANY Bond # S-110146 KNOW ALL MEN BY THESE PRESENTS: THAT WE, ARENCO GROUP, INC. of 110 Ponemah Rd. , Amherst, NH 03031 as Principal, and NATIONAL GRANGE MUTUAL INSURANCE COMPANY, a New Hampshire Corporation with principal office at Keene, New Hampshire, as Surety, are held and firmly bound unto City of Salem, Massachusetts in the sum of --One Thousand and 00/100-------- DOLLARS ($ 1 .000.00--------), for the payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, suc- cessors and assigns, jointly and severally, firmly by these presents. The Condition of this obligation is such, that Whereas Principal is desirous of obtaining a license from The City of Salem, Massachusetts to carry on business as Sidewalk Construction in The City of Salem, Massachusetts for the term commencing on the 28th day of November 19 89 and ending on the 28th day of November 19 90 NOW,THEREFORE,if Principal shall, during the aforesaid term,faithfully observe and honestly comply with such Ordinances, Rules and Regulations, and any Amendments thereto, as require the execution of this bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect,cancel this bond by giving thirty(30)days written notice to the Obligee and the bond shall be deemed cancelled at the expiration of said period;the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. SIGNED, SEALED AND DATED this 27th day of November 19 89 NATIONAL GRANGE MUTUAL /INSURANCE COMPANY By Attorney-in-Fact COUNTERSIGNED: Agent 68-1283(10/88) f" ';, n� /�� 9MNational Grange Mutual INSURANCE COMPANY POWER OF ATTORNEY ®O N&Tt SEbPAWSONM.Atuatah®NMOonal Grange Mutual Insurance Company, a New Hampshire corporation having its principal office in the City of Keene,State of New Hampshire, pursuant to Article V, Section 2 of the By-Laws of said m Company, to wit: y "Section 2. The board of directors,the president,any vice president,secretary,orthe treasurer shall have the power and o authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto,bonds,recognizances,contracts of indemnity orwritings obligatory in the nature of a bond,recognizance orconditional undertaking andto remove any such attorneys-ip- act it ag time and revoke the power and authority given to them," does hereby make, constitute and appoint ---- 2f y, ii^^ltt__�Or1------------- its true and lawful 8 Attorney-in-fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed, bonds, undertakings, E recognizances, contracts of indemnity, or other writings obligatory in the nature of a bond subject to the following limitation: a m 1. No one bond to exceed One Hundred.Thousand Dollars($100,000.00). ° Z Bonds guaranteeing the performance and/or payment of labor and material bills on any type of construc project, Including Supply Contract Bonds are hereby expressly excluded. y and to bind the National Grange Mutual Insurance Company thereby as fully and to thesame exten uch instruments Nwere signed by the duly authorized officers of the National Grange Mutual Insurance Compan 11 the acts of said N Attorney are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the fowJ'�Oresolution adopted by the Directors of The National Grange Mutual Insurance Company at a meeting duly called a�FTeTd on the 2nd day of December ° 1977. p Voted: That the signature of any officer authorized by the By-Laws and the cc ealmaybeaffixedbyfacsimiletoany 3 power of attorney or special power of attorney or certification of either giv a exec Ion of any bond,undertaking, °o recognizance orotherwritten obligation in the naturethereof;such signs d seal,whe so used being hereby adopted by the company as the original signature of such office and the origin of the co ,to bevalid and binding upon a the company with the same force and effect as though manually a oO IN WITNESS WHEREOF, The National Grange Mutual Insuranc��QTpany has c these presents to be signed by its ice President and its corporate seat to be hereto affixed this kyn of Ju ly . 193 `This appointment shall cease and terminate automatically f Decemb ® S 19 91 , unless soon r0 abgovided. E 42 NAT �� \J_GReASN-GEMUTUAL INSUR Yy� E B . OW r n � 1923 O o °0lfiis power Is invalid It red diagonal imp ional� utual Insurance Company, Keane, New hire" is not Fs8own In its-entirety. O °Sate of New Hampshire KEtl*' oC�bunty of Cheshire p m this 27th / July &� 19 37, before the subscriber a Notary Public of the State of New mpshire in and for the CptaeSg(j�y of Cheshi commissioned and qualified, came Wallace H. Smith 7o_the National Grant Insurer pony, to me personally known to be the officer described herein Aft oegecutedthe precedi rument, I cknowledgedtheexecutionofthesame,andbeingbymedulya 0orn ,=d�osaidthatheisanoff{ a said Com foresaid;thatthesealaffixedtotheprecedinginstrumentisthecor�Cbmpany,ai corporateseal dhissignatureasofficerweredulyaffixedandsubscribedtothesaidntbytha•,joauthonty a Fion of the said Company; that-Article V, Section 2 of the By-Laws of said Company is r� pTA 0 HEREOF, I have hereunto set my hand and affixed by official seal at Keene,New HampshiretWs 27th +e+ I July 19 37 • -7' ,P V 8 Li,G o Notary Public) r' yF m My Commission Expires: July 13, 19 , HgNgS��,,.`' '•i.rrntt,MiNl� cl o Lyn E_ Landry Assistant Vice President of the National Grange Mutual Insurance Company, do hereby ;c rtifythat the above and foregoing isatrue and correct copy ofaPower ofAttorney executed bysaid Companywhich isstill in Qf'I force and effect. @Iif WITNF.CS WHEREOF, I have hereunto set my hand apd affixed the seal of said Company at Keene, New Hampshire this Z o L��fn1 day of NoyemhPr 19_ay 2 ° ¢68,6315(4/85) 3 Assistant ice President CONFIRMATION: If the obligee wishes to confirm the validity of the bond attached to this po rheisinvitedtocallNGMa 603- 352-4000 and ask for the Bond Department. r�3 i 3 CITY Ui1J ]A 5. Architecture Planning Interior Design 12 February 1990 Mr. William Munroe Building Commissioner Building Department One Salem Green Salem, MA 01970 RE: ENDICOTT CENTER AT TOWNHOUSE SQUARE Essex and Washington Street Salem, MA Dear Commissioner Munroe: This letter is to inform your department that CSS Architects has not been performing the construction controls as required under Section 127 of the state building code since October of 1989 because of the contract default between Urban Development Action Group and CSS Architect. We have not been retained by the present Owner to continue these services and we therefore request that CSS Architects be withdrawn from your records as the Architect of record commencing from October 1989. We also wish to inform you that CSS Architects shall not be able to perform the requirements of Section 127 .2 . 3 as required by the Architect of record. If you should have any questions regarding the above please call at your convenience. Very truly yours, CSS ARCHITECTS INCORPORATED John J. Savasta, AIA Principal CC: Donald Burnham, Urban Development Action Group Samuel Byrne, Bank of New England Jim Santos, Salem Building Department CSS Architects Incorporated Corporate Place 128 Audubon Road,Building 2 Post Office Box 1460 _ Wakefield, Massachusetts 01880 617 245 8400 Real Estate Al VERSIFIED Soyices inc. November 17, 1989 —� L-" � -. L� � ~ X77: _ < �rn Ca Captain Robert Turner, Fire Prevention Officer o Mr . Bill Munroe, Building Department n n Mr . Jim Santo, Building Department v, y Mr . Norm LaPointe, Fire Inspector Q) 00 Mr . Dennis Ross, Building Department Mr . Paul Tuttle , Electrical Department Gentlemen: You probably now know that I have reached an agreement with the Bank of New England. That agreement includes the transfer of ownership to a subsidiary corporation of the Bank . Now that control of the project has passed from me, I wanted to be sure to thank all of you for the great job you did in working with the project. Your cooperation and understanding of this development was well tempered by your concern for the public welfare and safety. At all times, even when we were dealing with some of the more difficult problems of the project, I felt that you treated me and my company with fairness and professionalism. All your various departments served the city well, but not at the expense of the developer . I simply liked the way you folks went about things and I enjoyed working with you. Again, please accept me appreciation for your efforts and my apology for any extra work or concern that the stalled project has caused you. If you have any questions on the transfer of ownership, please give me a�call /at my Salem office. Donald R. Burnham President DRB/keg 8 Front Street, Salem, Massachusetts 01970 (508)741-1166 RliIL01HC, 0 PT FEB 13 8 31 Am °90 RECEIVED CITY OF SAL1 M ASS. Architecture Planning Interior Design 12 February 1990 Mr. William Munroe Building Commissioner Building Department One Salem Green Salem, MA 01970 RE: kENDICOTT-CENTER AT 4TOWNHOUSE SQUARE Essex and Washington Street Salem, MA Dear Commissioner Munroe: This letter is to inform your department that CSS Architects has not been performing the construction controls as required under Section 127 of the state building code since October of 1989 because of the contract default between Urban Development Action Group and CSS Architect. We have not been retained by the present Owner to continue these services and we therefore request that CSS Architects be withdrawn from your records as the Architect of record commencing from October 1989 . We also wish to inform you that CSS Architects shall not be able to perform the requirements of Section 127.2. 3 as required by the Architect of record. If you should have any questions regarding the above please call at your convenience. Very truly yours, CSS ARCHITECTS INCORPORATED �" John J. Savasta, AIA Principal CC: Donald Burnham, Urban Development Action Group Samuel Byrne, Bank of New England Zim^Santos; Salem Building Department C$5 Architects Incorporated Corporate Place 128 Audubon Road,Building 2 Post Office Box 1460 Wakefield, Massachusetts 01880 617 245 8400 / ` R. A. Cesaroni Corp. C),yvva18pocia|isi F!(J. Box 182h, 8atersvUe, R| 82076 (401) 765-224l M --I � B� o August 9, M / ;�E nu p PUBLIC PROPERTY DEPT. rn rn CITY OF SALEM 1 SALEM GREEN �~ + SALEM, MA 01970 9v p= ATTN: JAMES D. SANTO Dear Mr. Santo, As you are probably aware, Lawlor Corporation ` ordered this company to cease work on t 6~��nd]cot_+Center . 'l Our company was responsible for the met �l'��f7�]_&rywaIT-9Yd-~-� synthetic plaster application . As stated in Gysum Sheeting Technical Bulletin R-8102 Goldbond , the guarantee on the exterior sheeting will expire in three months, therefore making it unsafe to the public and presenting a possibility of the sheeting to blow off the side of the building . It is the intent of this letter to inform the city of Salem that, due to the circumstances surrounding this project, R.A. Cesaroni Corp" will not accept any re- sponsibility for property damage due to the exterior sheeting . Thank you for your time in this matter . President RAC/lm cc : Carl Dumas, Lawlor . . R. A. Cesaroni Corp. Drywall Specialist P.C). Box l8Z6, S|a\erovUe, K| 02076 (401) 765'2241 August 11 , 1989 / PUBLIC PROPERTY DEPT. ! CITY OF SALEM 1 SALEM GREEN SALEM, MA 01970 ATTN. JAMES D. SANTO Dear Mr. Santo: As a follow-up to my letter to you dated August 9, 1989, enclosed please find a letter from Synergy regarding the exterior wall panels. As you can see in this letter, they will also not accept any responsibility for any property damage caused by these panels due to the circumstances surrounding this project", Thank you for your time in this matter. -i erel ei ,y Rolf1cj A. Cesaroni President RAC/lm enclosure cc : Carl Dumas, LAWLOR CORP. ' AM senergy RECEIV EM AUS 0 ! 9 August 7, 1989 Mr. Roldo A. Cesaroni m RAC Corp. P.O. Box 1026 j ^_' c RI 02876 Slatersville, a r ^m o N(7 c >.M Re : - Senerflex Wall System m< M Endicott Center _m w o rn Salem, MA n N CO Dear Roldo: rn co It is my understanding that the above referenced project has been temporarily stopped, and that several unfinished areas have been left exposed to weather. Please be advised that Senergy will not be responsible for any problems related to this exposure . Protection from weather should be provided in these areas . If you have any questions or comments, please feel free to contact me. Very truly yours, SENERGY INC. f George H. Travis Technical Services Representative .._GHT:lb CC: R. Donovan M. Sheahon C. Christopher / CSA, Inc . Senergy Inc., 1367 Elmwood Avenue, Cranston, Rhode Island 02910,Tel 401-467-2600, Fax 401-941-7480 o BANK OF /3 N a NEW ENGLAND NORTH November 6, 1989 1W James D. Santoo= c® Assistant Building Inspector -nM o City of Salem, Massachusetts Y�� r ',"rt GO x One Salem Green �C P 9� m< Salem, MA 01970 �1 A f �4 � cy�j �o 17' m Re: Endicott Center 234 Essex St. , Salem, MA \ 12 Dear Mr. Santo, I am in receipt of your letter dated November 2, 1989. The purpose of this letter is to inform you that ownership of the subject property has not transferred to Bank of New England, but remains with Urban Development Action Group, Inc. Sincerely, DA'(cf � JAie A. Walleston Assistant Vice President ` 1 k/santo/sh Y One Essex Center Drive Peabody, Massachusetts 01960 508 5322500 L �✓h�,�y 4 i9N6G aN �,f l 77 �L i P 152 922 795 RECEIPT FOR CERTIFIED MAIL NOINSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) n to Street and No. P.O., tate ZIP GoApaga /��A Postage S G/ Certified Fee of n DO Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Date Delivered u Return Receipt showing to whom, Date,and Address of Delivery v TOTAL Postage and Fees S �4 000 Postmark or Date R E `o LL N d r V STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIER MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. (see front) 1. It 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 past office service window or hand it 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 article, dale,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,Farm 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 appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if youmake inquiry. > U.S.G.P.O.1988 2r]-132 P 152 922 796 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED :NOT FOR INTERNATIONAL MAIL "' (See Reverse) -'Street d No. P.O.. Ie an IP ode Z= 1,4 Postage Postage 5 Certified Fee Q Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Date Delivered N A Return Receipt showing to whom, Date.and Address of Delivery ' d j TOTAL Postage and Fees 5 �D Postmark or Date E 0 LL N a STICK POSTAGE STAMPS TO ARTICLE TO COVED FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.)soe 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 it 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 article,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. It you want delivery restricted to the addressee,or to an authorized agent of,the addre.jee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested In the appropriate spaces on the front of this receipt. If return receipt is requested, check the applicable blocks in item 1 of Form 3811. , 6. Save this receipt and present it if ymi make inquiry. US.G.P,G.1988 217 132 • SENDER: Complete items-Lend 2 when additional services are desired, and complete items 3 and 4. Put your address in the "RETURN TO" Space on the re3Arse side. Failure to do this will prevent this card from beingreturned to you:The return race! t femme will• rovide you the_n§me of the person delivered to and the datof delivery.For aaditiona eel f s the followm ices are avai s e. onsubT�t poste Tor Tees and c ec c ox es for additional service(s) requested. 1. ❑ Show to whom delivered, date, and addressee's address. 2. ❑ Restricted Delivery (Extra charge) "" (Extra charge) Article Addressed to: ' " 4. Nticle Number a 9S Type of Service: ❑ Registered ❑ Insured 14.1 Certified El COD Express Mail ❑ Return Recen�t for Merchantlise Always obtain signature of addressee or agent and DATE DELIVERED. 5. Signature — Address 8. Addressee's Address (ONLY if X requested and fee paid) III 6. Signature —Agent X 7. Date of D,1,4y F PS Form 38 11, Mar. 1988 • U.S.O.P,O. 1988-212-865 DOMESTIC RETURN RECEIPT tee SS UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS o PM O p SENDER INSTRUCTIONS 22 AUG - Prim your name,address and ZIP Code /9 8 g �'�• In the space below. • Complete Items 1,2,3,and 4 on the reverse. USO • Attach to front of article R space permits. otherwise affix to beck of article. PENALTY FOR PRIVATE • Endorse article "Return Receipt USE, 9300 Requested"a liacent to number. RETURN Print Sender's name, add ss, and ZIP Code in the space below. TO v� �9 °z . 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 re�cei t fee�will rovide you the name of the person delivered to and the date of deliver .For add�itlona eel f s the forming services are available. ons�C u t pimasier Tor ass an c ecc ox es for additional service(s) requested. 1. ❑ Show to whom delivered, date, and addressee's address. 2. ❑ Restricted Delivery (Extra charge) (Extra charge) Article Addressed to: 4. icle Number \ �� as 7 T pe of Service: % ❑ Registered El Insured Certified [I COD El Express Mail ❑ Return Recai��t for Merchantlise Always obtain signature of addressee or agent and DATE DELIVERED. 5. Signature.—Address 8. Addressee's Address (ONLY if x ( requested and fee paid) 'I tvfi°� af�d'�� 7. Date of Delive. SSex One Essex Center Drive PS Formi.' $t11' 1�ar. Og9S()R,P,O. 1988-212-865 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE I II (I OFFICIAL BUSINESS SENDER INSTRUCTIONS Print your name,address and 21P Code In the apace below. • • Complete Nems 1,2,3,and 4 on the U- reverse. • Attach to from of articleR epees permits, otherwise affixxto beck of article. PENALTY FOR PRIVATE • Endorse article "Return Receipt USE, 9300 Requested"adjacent to number. RETURN Print Sender's name, ddress, and ZI Code in the space below. TO ry Citp of harem, Oaggacbugettg �r Public Propertp 3epartment �4AIN6 13tifting Mepartment One 6alem oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 21 , 1989 Julie Walleston Bank of New England _J..--: I Essex center Drive Peabody, MA. 019603. RE: Endicott Center, Town House Square, Salem, MA. Dear Ms. Walleston, This office has recieved letters of concern over safety of the sheathing at the above referenced property, ( see enclosed letters) . Our concern is for the safety of the public. This sheathing has been installed for over three months and has not been protected by the weather. This office is ordering you to get the sheathing covered up, you have seven days from receipt of this notice to do so. Failure to comply will result in this office taking legal action. Sincerely, James H. Santo Assistant Building Inspector JDS/eaf enc: ( 1) C.C. City Solicitor Ward Councillor Fire Prevention Electrical Dept . Lawlor Corp. Donald Burnham �x Senergy . RECEIVED AUG 0 9 09 August 7, 1989 Mr. Roldo A. Cesaroni n v c RAC Corp. j P .O. Box 1026 0— Slatersville, RI 02876 - r" o - n m Re : Senerflex Wall System m w o Endicott Center o:. rn S Salem, MA N � N CO Dear Roldo: It is my understanding that the above referenced project has been temporarily stopped, and that several unfinished areas have been left exposed to weather. Please be advised that Senergy will not be responsible for any problems related to this exposure. Protection from weather should be provided in these areas. If you have any questions or comments, please feel free to contact me. Very truly yours, SENERGY INC. George H. Travis Technical Services Representative GHT:lb cc : R. Donovan M. Sheahon C. Christopher / CSA, Inc . Senergy Inc., 1367 Elmwood Avenue, Cranston, Rhode Island 02910,Tel 401-467-2600, Fax 401-941.7480 R. A. n^ K~orp^ DrywnUSpecia|ist P.(). Box lk26, 8ute,svUe, K| 02070 (401) 765`2241 � r r~ �� m PUBLIC PROPERTY QEFT r` ~4 �c CITY OF SALE!�! 1 SALEM GREEN SALEM ` MA o1970 ATTN: .}AMES O . SANTO �ear Mr . �anim . ' As ycu are irooaklv aware , Lawlor Corporaticn has orderrd this corranv to ceass xwrk on the Endicott Center, ^ Our compaov was resoo:sible for the uetal stud drvwall and svnthetic plaster anplicaiion , ^ As stated in wvsum Sheeting Technical bulletin 8-8102 Goldbond , rhe guarantee on the exterior sheetinq will expire in three oonths , therefore makinq it unsafe to the public ` and presentinq a possibility of the sheetinq to blow off the side of Khe building . It is the intent of this Witter Lo inform the city of Salem that, due to the circumstances surroundinn this project , R .A. Cesarcni Corp . will not accept anv re- sponsibiliiv for uropertv damaqe due to the excorvor eheeiinn , Thank vou for vour 4 /:e in this maitsr � ~ all^ �r RolJ� f� [�csaroni +' President , RAC/lm cc % Carl Dumas . Lawlor STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. (see Iront) 1. If you want this receipt postmarked,slick 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 it 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 article,date,detach and retain the receipt,and mail the article. 3. It 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 appropriate spaces on the front of this receipt. If return. receipt is requested, check the applicable blacks in item t of Form 3811. 6. Save this receipt and present it if you make inquiry. *t.S.G.P Q.1988 217 132' P 152 922 839 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) f Sent to Don Burnham StUrbiNoi Action Group 11c. �. P.Q.,$tate and_ziP Cod'01970 Salem, NIH Postage S 2.00 Certified Fee Special Delivery Fee '!Restmcted Delivery Fee Return Receipt showing to whom Receipt Dale Delivered N mm Return Receipt showing to whom, Date,and Address of Delivery d TOTAL Postage and Fees S 2.00 Postmark or Date E `o LL 1 �_ SENDER: Complete items 1 and 2 when additional services are desired, and complete items 3 and 4. t 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 rovide ou the name of the person delivered to and the date of deliver .ForadditionalTees The o owing services are available.Consult postmaster Tor Tees an c tec c ox es for additional service(s) requested. kg how to whom delivered, date, and addressee's address. 2. ❑ Restricted Delivery (Extra charge) (Extra charge) 3. Article Addressed to: 4. Article Number Don Burnham Urban Development Action Group IncT pe of Service: B Front St. Registered ❑ Insured ❑ Certified ❑ CDD Salem, MA. 01970 ❑ Express Mail ❑ Return Racei�t for Merchandise Always obtain signature of addressee RE: Endicott Center, Salem, MA or agent and DATE DELIVERED. 5. Signature — Address 8. Addressee's Address (ONLY if X L I requested and jee paid) r 5. Siign)ature gent X 7. Date of Delivery ^ j PS Form 39-1 LMar. 1988 . U.S.O.P.O. 1988-212-865 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE .� PM 0 OFFICIAL BUSINESS 10 SENDER INSTRUCTIONS (og5 .>...".... . Print your name,address and ZIP Code In the space below. • Complete Items 7,2,3,and 4 on the reverse. U.S�O • Attach to front of article R apace permits, otherwise affix to back of article. PENALTY FOR PRIVATE • Endorse article "Return Receipt USE, $300 Requested"adjacent to number. RETURN Print Sender's name, address, and ZIP Code in the space below. TO James D. Santo/Bldg. Dept. One Salem Green Salem, MA. 01970 III,,,N,IILIp,i,,,116,t1„ILi eitp of *afemt ;01a9gaCbU!5ettg wC a+lino Aultlic Aropertp ;Department Jguilbing Mepartment One Rpalem Green 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 4, 1989 Mr. Don Burnham Urban Development Action Group Inc. 8 Front Street Salem, MA. 01970 RE: Endicott Center, Townhouse Square Salem, MA. Dear Mr. Burnham: This office has been informed that all construction at the above refer- enced property has been stopped. Upon receiving this information, I inspected the property and found it to be of an unsafe nature. Open shafts, open stairwells, holes in basement floor z filled with water and no guard rail, building open to weather, sheathing on outside walls not protected frau weather, flammable debris on all floors, this puts you in violation of Massachusetts State Building Code Section 123.1 Unsafe Structures; Section 104.1 Maintenance; Section 1306.0 Protection of Public and Workmen. All these violations are subject to fines and imprisonment or both for each-violation for each day it continues. You have until 12:00 p.m. on the day following this notice to correct these violations. Failure to do so will result in this office taking legal action against you. If I can be of any help, please contact me at this office. Sincerely, James D. Santo Assistant Building Inspector JDS/jmh c.c. City Solicitor Ward Councillor Lawlor Corporation ^ Fire Prevention �J •fes-R�'— �' .{-�. 3 m9..*e N F :_ R -e ,a. _ r 'I.t`ei __ ...-r .xd+Y'+ '+^' -e��,a '� ps 3� � � ``� ��•w�.4 a•�r�,� !s'4�3n.�a. �`�� ^' _� _ - ;� �•�� y� _ �� I.t}�.�71s`� -°aly�{s�.r�^ �� '�,,.�r ".� �'�p � fit,;- ��r �"-��.r.�� n- ro-s �' 7 L, ,. � -• � �S�Ff_.'9 �' �'�i�' F - �g�^• `•� '�p� .hi.t,i? � EbM7F. 4PSa £¢.' *® ' { •a x141 "S�.* � -_.I w� '' •_TY a �'� .h {amu T t ip �( • �N . e,I� �' ''�'r' �� ?m t.I�� ❑J nU Aw •1'4V L'�� p�14p '� � '� a�L •.. a1.. I • "� 11➢ 1•Ma-� �h Slrr �9 ([`�( rt��11• � 'a'C � � �� °Lv�j yy-}y. � k �4 v y --1\3`s+• 9 p L' Y°rx ply9t i"I 1 ^ ,Y �}r'"� i. �l �. .< „11 _ faS >�w1w11� y •, c.�.- _I .�-� �� .`� �--- „�' � .. � F'i a v s} -.. "�c ! Y {�'��t�Stl"i*.r'^'r��'�jlrk ,•.�w'^^V±r� •� • �.G '�• p4.a `' p lth � MOP ♦ '.".ss5rt.�r �1 � pl° a.•, a",.M; ems'y�. V� �f11x {� . - • � 1 < :+-, u�l 3 df1 '�,i� 714'i I '�.4 �i 3�7 �1 � p11 � '`ice pe r t ^�.. i� v♦ . 1 d -' y a i q1• , , � � + � 1 j- 'moi � � �E ny �✓r�� • n.. Z`A d� :+; j :ICI \ -" ZI ,I '• f- v . , 1 J,• ems: -� . 1 • • IP Ll - 1 - " 1 11 • • 1 1 1 • • I I I I / I • 1 1 • •♦ 111 . • • • -1 .•• • • � 11 111 • -•• • �� T • • • 1 , . � °-, i✓% �� •� � 111 • - •• • '• Y _ r r BANK FORECLOSURE AUCTION" 4 BUILDING COMPLEX/849000 S.F. DOWNTOWN LOCATION - ACROSS FROM CITY HALL SALEM, MASSACHUSETTS Tuesday, April 3, 1990 at 3:00 p.m. 90-102 Washington Street and 234-242 Essex Street: The property consists of four attached buildings that are partially leased and undergoing extensive renovation located in the heart of downtown Salem, MA, known as "The Townhouse Square Area." Building Description: The Endicott Center; 6 story brick structure, attached 2 story brick structure known as The Bootery Building, total area 45,000 s.f., ground floors leased. Re-hab intended for first-class office space. 50% complete. The Foodland Building; 3 story brick structure, 31,000 s.f., ground floor partially leased. Variance in place for 69 residential units. The Warehouse Building; 2 story brick structure, 8,100 s.f. attached to Endicott Center. Lot size: 29,193 s.f., City Reference Map 35, Parcel 15. PREVIEW: Wednesday, March 21 and March 28 from 10:00 a.m.- 4:00 p.m. TERMS: $50,000 deposit in cash or certified check at the time of sale; balance due within 30 days. For complete terms and further information, request a bidder's packet. Reference #PM-51 vAR1 a' INPLACEMR EN OTT CENTER wResmRNnnl. ,04 • and • ; IBOOTERYIBLu". ` w BMG.HOUSE a 45.(700 S F"•.., ^ 4 pEl? 31.009,8 F. 8,100S.F F „ CO VAC a 194 CHESTER .ld6r f a I HAI,iPSRZRE / " .x a; •� x,. -_ NmSm r'\ b ' Eoareu s 'ucesxeR • �3 MA55. unvscmr zv�ox,,amx ` " �SPRIrvGFiE1D # 4 - I HARTFOPO I+ROV166NCE @(S' R.I. , CONNECTICUT i wss d r AUCTION " SITE CITY HALL NEW SALEM _ TRAIN STATION SUPERIOR ' COURT CC HOUSE I , n ! IQ I J BANK FORECLOSURE AUCTION COMMERCIAL OFFICE BUILDING Hampton, New Hampshire Friday, March 30, 1990 at 2:00 p.m. 35 Winnacunnet Road: The property consists of a 26,748 s.f. lot with 190'frontage on Winnacunnet Road leading from Route 1 near Hampton Center to Hampton Beach. The site isy serviced by town water and sewer and improved with a 3,641 s.f. expanded cape style building with full basement yielding 5,041 s.f. of rentable area. The building is divided into five rented units on two levels and 2 rental spaces in the SII basement. There is parking for 35-40 cars. { 4y it, g, Town Reference: Map 176, Lot 15. e PREVIEW: One hour prior to sale if permitted. TERMS: $20,000 deposit in cash or certified check at the time of sale; balance due within 21 days. For complete terms and further information, request a bidder's packet. DIRECTIONS: From 1-95 take Exit 2 at the Hampton Toll Booth to Route 51 East to Route 1 North. Reference #PM-56 BANK FORECLOSURE AUCTIONN' 119632 S.F. COMMERCIAL BUILDING Nashua, New Hampshire Wednesday, April 4, 1990 at 2:00 p.m. 181 East Hollis Street: The property consists of a 32,645 s.f. lot situated in an area zoned general z industrial. Activity in the general area includes light .. .. . '_ wi manufacturing and warehouse distribution. The site is 11 0 improved with a 9,757 s.f. building with an additional 1,575 s.f. of second floor area. Presently, the building is being utilized as a food commissary by two tenants, but with 5 overhead doors other uses could also be considered. City Reference: Map 24, Lot 50. PREVIEW. One hour prior to sale if permitted. TERMS: $20,000 deposit in cash or certified check at the time of sale; balance due within 21 days. For complete terms and further information, request a HUDSON CENTER bidder's packet. CENSE W DIRECTIONS: The property is located directly south of the Hudson Bridge that crosses the Merrimack River and connects East Hollis Street with Rte. 102 and 111. Reference #PM-70 rrsc NOW SITE NASHUA HUDSON HAMPTON, NH 2 BANK FORECLOSURES AT -- -- -- �A U CTI NO ) 2 CONDOMINIUMS NEAR HAMPTON BEACH v" Hampton, New Hampshire Thursday,March 29, 1990 at 2:00 p.m.; Crossway Terrace Condominium, 454 Winnacunnet Road, Unit 12 and Unit 20: Crossway Terrace, originally a motel facility, has been converted H.. to condominium units and is located only 1/2 mile from Hampton's North Beach. These units offer one bedroom and one bath and could serve as summer income producers or as year round studio apartments. A : TERMS$10,000 deposit per unit in cash or certified check at time of sale;balance due within 21 days. View from rear acreage 309 Winnacunnet Road DIRECTIONS: From Rte. 1 in Hampton Center take Winnacunnet 9 Road toward Hampton Beach to property on the left just before Gulseth Avenue. Reference#PM-66 2 BEDROOM CONDOMINIUM COTTAGE NEAR HAMPTON BEACH Hampton, New Hampshire LOT#2 Friday,April 6, 1990 at 10:00 a.m.; 554 Winnacunnet Road, 8.24 ACRES c- Unit B: Causeway Condominium consists of a.35 acre lot bordered by a marsh channel just a short walk to North Beach. The site is improved with 5 detached units. Unit B, the red unit, is 472 s.f. and features 3 rooms with 2 bedrooms, 1 bath, loft and LOT AL: outside deck. 342 ACS , TERMS: $4,000 depositin cash or certified check at time of sale; 14, balance due within 25 days. For complete terms and further information, request a bidder's 2 packet. HAMPTON FALLS, NH DIRECTIONS: From Rte. 1 in Hampton take Winnacunnet Road 2.2 miles to property on left. PREVIEWS:For both properties one hour prior to sale if Reference #PM-60 permitted. For complete terms and further information, request a bidder's packet. Reference #PM-48 BANK FORECLOSURE - AUCTION RESIDENTIAL & INDUSTRIAL PROPERTY HAMPTON AND HAMPTON FALLS, NH Thursday, March 29, 1990 ❑ 10:00 a.m.; 2 Residential. House Lots - Route 84, Kensington Road, Hampton Falls, NH: The property consists of two residential lots that share a common cul de sac off Route 84. The lots are 3.42 acres and 8.24 acres and are zoned residential/agricultural. Here is an excellent opportunity to purchase 1 or 2 house lots in the town of Hampton Falls at auction. (See plot below) PREVIEW: Any time prior to sale. TERMS: $7,500 deposit for each lot in cash or certified check at time of sale; balance due within 21 days. For complete terms and further information, request a bidder's packet. DIRECTIONS: Take Rte. 84 off Rte. 1 just south of Rte. 88 in Hampton Falls to property on the left beyond the waterfall. ❑ 11:30 a.m.; Single family home on 9 1/2 acres - 309 Winnacunnet Road, Hampton, NH: This property consists of a 9 1/2 acre parcel of land having 276' of frontage on Winnacunnet Road. The front portion is zoned residential and is improved with a 2,510 s.f. two story single family home. The rear acreage and larger portion of the parcel is a former gravel pit and much of the lot is zoned industrial. The property has subdivision potential. PREVIEW. One hour prior to sale if permitted. TERMS: $25,000 deposit in cash or certified check at time of sale; balance due within 21 days. For complete terms and further information, request a bidder's packet. DIRECTIONS: Take Winnacunnet Road off Rte. 1 South of Hampton Center approximately 1 1/4 miles to property on the right. Reference #PM-60 ABSOLUTE AUCTION" 1 OF 4 HOUSE LOTS SELLING TO THE HIGHEST BIDDER COLEMAN ESTATES SUBDIVISION Newington, New Hampshire Saturday, April 7, 1990 at 10:00 a.m. Granchild Lane off Nimble Hill Road: Colemanornx= Estates is a 7 lot subdivision situated near the Newington �I.0 [ x LM#4 03Z £hl` •. 3.34 ACRES Town Offices less than one mile from Rte. 16 and ACRES approximately 4 miles to I-95 in Portsmouth. Four lots $ SOLD remain to be sold and will be offered at auction with one 0 1.`T11 eRnncy� SOLD 05 lot to be sold to the highest bidder regardless of the La,#, 2.14 price. Lots range in size from 1.90 to 3.34 acres. Build 190 ACRES LM M0 ACRES 2.10 ACRES your home in the town with one of the lowest tax rates in SOLD New Hampshire. Subdivision Plan D-16314. PREVIEW: ,Lots can be viewed any time prior to sale. An auction representative will be on the premises on Friday, March 30 from 3-5 p.m. and one hour prior to the auction. TERMS: $2,500 deposit in cash or certified check at the time of sale; balance due within 30 days. For complete terms and further information, request a bidder's packet. DIRECTIONS: From Rte. 16 South of the Dover Point Bridge take Nimble Hill Road to Granchild Lane beyond the Town Offices on the left. Reference #PM-72 BANK FORECLOSURE AUCTION'" OCEAN VIEW CONDOMINIUM HARBOUR POINTE AT PLAICE COVE Hampton Beach, New Hampshire Saturday, April 7, 1990 at 1:00 p.m. Unit 14 - 975 Ocean Boulevard: Harbour Pointe at Plaice Cove is a 2 building, 30 unit condominium complex situated on scenic Route IA across from BARBOUP, the north end of Hampton's North Beach. Unit pOINTE - #14, located in the front building, is a 2 story Penthouse, affording excellent unobstructed - r panoramic ocean views. This quality unit offers = - 1,500 s.f. of living area which includes 2 bedrooms "4'o✓ 'r FM1a-r' n. 2 full baths, living room and kitchen on the main e, �*: '✓ � ,,. floor, and an upper level master bedroom with sliders and a deck. A one car garage is " � E also included. PREVIEW: One hour prior to sale if permitted. TERMS: $10,000 deposit in cash or certified check at the time of sale; balance due within 21 days. For complete terms and further information, request a bidder's packet. DIRECTIONS: From I-95, take exit 2 at the Hampton Toll Booth to Rte 51 East to Hampton Beach. Go north on Rte. IA, Ocean Blvd. past Boar's Head and North Beach to Harbour Pointe on the left. Reference #PM-84 BANK FORECLOSURE AUCTION" 3 BEDROOM TOWNHOUSE TIDEWATCH CONDOMINIUM Portsmouth, New Hampshire Tuesday, March 27, 1990 at 2:30 p.m. Unit 71, off Sagamore Avenue: Tidewatch is an exclusive condominium complex overlooking the Sagamore Creek located off Rte. IX just outside downtown Portsmouth. The 2,076 s.f. townhouse unit consists of 7 rooms with 3 bedrooms, fireplaced living room, dining room, kitchen, den, 2 1/2 baths and a 2 car garage. This is a quality unit in a great 0 location to take avantage of all that Portsmouth and the Seacoast area have to offer. Do not miss out on this opportunity! PREVIEW: Thursday March 22, from 3-6 p.m. TERMS: $10,000 deposit in cash or certified check at time of sale; balance due within 25 days. For complete terms and further information, Bank financing available to qualified buyers. request a bidder's packet. DIRECTIONS: From I-95 take Exit 3 to 101 East in Portsmouth. Follow to Rte. 1 North to Rte. IA South to Tidewatch on the right. Reference # PM-65 BANK FORECLOSURE AUCTION`" COMMERCIAL BUILDING-CAFE/INN Ek.a. CAFE PETRONELLA Portsmouth, New Hampshire Monday, March 26, 1990 at 10:00 a.m. 111-117 State Street: This 19th Century commercial mm brick building is located close to the Prescott Park and A Strawberry Banke area of downtown Portsmouth near a 6 the waterfront. It is presently used as a cafe on the 1st floor and a six room inn on the 2nd and 3rd floors. The 7- cafe seats 94 inside and 60 outside in the patio area. The restaurant is fully equipped and was operational until recently.This is an excellent opportunity to acquire a fine building suitable for many different uses or to re- '' — it ®< open as a restaurant/inn establishment. i �{ City Ref. : Map U7, Lot 50: , PREVIEW: Monday, March 19 and Thursday, March 22 from 3-5 p.m. ` TERMS: $25,000 deposit in cash or certified check at time of sale; balance due within 20 days. For complete terms and further information, request a bidder's packet. DIRECTIONS: From 1-95 in Portsmouth take the Market Street exit and follow to the center of town. Take left onto Church Street and 2nd left onto State Street. Follow to the Cafe Petronella on the left. Reference #PM-62 BANK FORECLOSURE BANK FORECLOSURE AUCTION`" AUCTION'° ONE ACRE HOUSE LOT 4 BEDROOM COLONIAL Kensington, New Hampshire With 19.9 Acres Friday, April 6, 1990 at 2:00 p.m. Hampton, New Hampshire Lot 5, Brewer Road: The property is located in a Tuesday, March 27, 1990 at 10:00 a.m.; 183 quiet, rural area of Kensington off Amesbury Road, Woodland Road: The property consists of a 19.9 +/- Rte 150. The lot is approximately I acre and has acre parcel of land improved with a 2,446 s.f., 8 150' frontage on Brewer Road. room, colonial style home featuring 4 bedrooms, 2 Town Reference: Map 14, Lot 7-5. 1/2 baths, 3 fireplaces and a 2 car attached garage. Town Reference: Map 95, Lot 3A. PREVIEW: Any time prior to auction. Town Assessment $377,600. TERMS: $10,000 deposit in cash or PREVIEW: One hour prior to sale if permitted. certified check at time of sale; TERMS: $10,000 deposit in cash or certified check balance due within 21 days. For at time of sale; balance due within 25 days. Bank Po complete terms and further dancing available to qualified buyers. For complete flZ information, request a terms and further information, request a bidder's packet. bidder's packet. DIRECTIONS: From Route 1 in Hampton take Route WT#5 Reference #PM-68 IO1C toward Hampton Beach approximately 1 1/4 Acnes, miles to Little River Road on the left. Follow to Woodland Road on the left to property on the left. eaEweaaoq� Reference #PM-63 slielap aol iaued Noeq aaS HN `enyseN-Appoej e5ejoJS!q!W uol}upinbq jaV put? 6nH SJOIB10000 JOIJGIuI iR SJOUMO OWOH :uo►juajjv , w nd ld sa.insoloalo3 )lues t178fi0 HN 'spe3 uotdweH peoEllalax3 99E I ON 11M]3d HN 'SnnVzl NOld AVH no k uO� aldd as �6 T �uI siuuI�IK Iced 30V1SOd S n .,N o I Z n d wr •,� TWA SSVT- 1SHId 1aoS38d NV Oa sn 131 BANK LIQUIDATION AU CT ION" NEW ORIENTAL RUGS AND CONTEMPORARY ART Saturday, March 31, 1990 at 10:00 a.m. ` ❖ Over 130 new oriental rugs, all hand knotted, made in Pakistan, Afghanistan and India. Large variety of sizes, colors and designs including Afghan, Bohkara, Kashan, Mrman, Sarouk and others. { ❖ 192 works of art including original works, etchings and limited edition prints. " f PREVIEW. 8:00 a.m. morning of sale. Artists Include:Again:Ahild:Alvarez:Bect:Battles:Ban: TERMS: Cash or check accompanied b current letter of credit Ba,inet:Beekman,Banaim:Bradford:Britt:Boulanger: h y Corning:Costin;Derr;DuBose;Etienne;Fax uno;Frededek; guaranteeing your check. 10% Buyers Premium. Gordon:Harrison:Hibel:Holden:Hunter;Kabir:Kunic; Ledo aux:Led oux;Lianko:Ltnt Luongo;Lyman;Marden: Sale to be conducted at Mark;Matassa;Maya:Max;McNighL Mehaffie;Miura: PAUL MCINNIS AUCTION GALLERY Mooradian;Manley:Nevin;Nichols;Patton;Peters:Pollins: Pond:Poscillico;Redlin:Refine:Rockwell:Rodriquez;Ruane: DIRECTIONS: From Route 95,take Exit 2 before Hampton Toll Booth, Fallow Route 51 West for 1.2 miles Sassone;Shensi:Stanton:Thera:Weingergl Wolf;Wysocki: to 101D Ent. At bottom of ramp turn left to slop sign. Turn right on to(OIC West and follow for 1.2 Young;Zhan. Most are matted and framed with top quality miles,then left on Route 88 for 1 mile to gallery on right. From 101 in Exeter,stay straight on to Route 51 moldings. Selection includes New York Graphic Society East then take first en[to Route 88. Reference#PM-73 Posters(unframed)and other Master's prints;posters of New Plampshire towns including Amherst,Bedford,Keene. Merrimack.Milford,and Peterborough. Paul M( Innis Inc: ABcrISONeeas 9`C TI O N t °s OO 356 Exeter Road, Hampton Falls, NH 03844, 603/778-8989, FAX 603/772-7452 All information.in this brochure was derived from sources believed to be correct,but is not guaranteed. NH License#2089 MA License #205 Paul MCI= C T 1 0 N E PAUL McD,1NIS President REF # PM-51 Dear Prospective Bidder Thank you for your interest in this auction information . An auction provides you the opportunity to purchase real estate by competitive bidding where the successful bidder pays a fraction more than someone else was willing to pay . This should be reason enough to investigate this auction further and if you are interested , attend the auction and place your bid . If you can not attend , please call our office for other arrangements . The bank/mortgagee is not at liberty to discuss what is owed on the property . You have the right to look up the original mortgage at the Registry of Deeds, or the office noted in the Mortgagee ' s Notice of Sale . PLEASE DO NOT CONTACT THE BANK/MORTGAGEE. The bank/mortgagee prefers to refer all calls to this office . Please feel free to call if you need any further information . rel , 1 M nn s and Staff Personal&Real Property Auctions Route 88, 356 Exeter Road, Hampton Falls, New Hampshire 03844 603/778-8989 FAX 603/772-7452 � e Ptc � � . '9�cT I ONti�'4 Paul McInnis, President PM-51 CORNER OF ESSEX STREET SALEM, MASSACHUSETTS The following information has been provided for your convenience . All information in this bidder' s packet was derived from sources believed to be correct, but is not guaranteed. 1 . Mortgagee ' s Notice of Sale 2 . Description of Property 3 . Floor Plans - Endicott Center 4 . Tax Map 5 . Documentation on City Variance & Special Permits 6 . Lease Information 7 . Letter from Arenco Group 8 . Purchase & Sales Agreement (Available Day of Sale) Personal &Real Property Motions a Route 88, 356 Exeter Road, Hampton Falls, New Hampshire 03844 603/778-8989 a a o N 6f.1 N N O ra 'CS rA N aJ 4 1 -+ U t 1! .,..t N !S r6 .., L Tit G : CU V - �. N al♦ *. tU CJ C U C-! so `LJ 1: N 4a Jd bt b-' wt ON W (? - [n N O v) UI ra .'-'i C; 03 o 4r ?. V i`Y {)r ra O -,� ^. it N Si ••i x) Le r1J rd C i, M U + •.+ 'U 10 Y•r —4 +• tb N O .-t .C; r- F a z u. 1.a E ., �,. .a O F: Cf) t, 0% •,_, G, g; <-'; �. mt zJ a) •--a t: �, :, f!) l} w - U9 U U N O Y aA eL' rt _ >1 U e ;; rJ1 6) -f ..-t C>' . O') :J 3 ti U •-, E, z) , ° ,r.,. r, i^ c? tst <7 .1,N 'U �a Lot +a rf v.a C, U1 ::4.o N i.n i; �•- 3 rLt [: to ,� r� O :G U O Q) U; t9 `,.".: :JQe 1} ut !'v N Y U r-1 i; V:>a • PPV O '?-a •ra VJ •� (P �� U: fi lr .q e, Do, r01 T_` () ee C'.. W N (0 "-^r in K) —1 N ri •f1 C+ u 4' ca O C. 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CJ " 'CS N r1 sk) N L: N ;' W 0 41f a) P, rd Y V) C: 1a: U V V w 'oA N w V 4i ri5 tV F; Cti +) s7a r!) tit •�f 5J t73 N = .-1 - F: u) > rn 'J2 N 7..t m) 171 .7 ::s 0 ti V) Izi fA ,U tU �3 - M (D k= C'7 N O m t: F: .4 - in •c' tP .-+ N J O U 'r1 C: )a a. :;P <? 't) a', u ;., •r1 3 Tj `Cy r) f N CJ •.r 'U +, s1 T) Ct, u. !'J%L". ;'•. t3N 't.1 -..1 r-a U1 (Ct Ct :1 ):; U till N ^t N U !:t 'CS \J ..� .d r. •y ,.-a r) Ir Cf rry V7 J St t-) ad rC-,-a X CLI % ^, Ci -t tl) Y6 1 v1 H� ry N C rA E: ¢t {n ) 1U a , 4') ;:)o,) Cz] v J N O N UB 1 F rJ U) U t-e (d 4j _ . r,1 .i1 1-. C, 'J N J} r. ..a, [lr -• .G• Y N tU V 4) C: til U -) U 'U tJ U d ;� r-J m3 CJ e, I �� s7 -C1 •.i O 12 +) G.k a - trl t.! t0 S, tt U N $ •� is .ri N U N J ui c, I ,-a 1a C) rJ rT C' W ...y Uzi —t � .:`L R- 3 .C: i. -t� -..ra 'i} �'. )rj ._� !; i3 N CT:' ''] r,1 ra Qt ;.e i= ,{-) G7 e'L7 ryJ v V °i% r r) 1 fl 11 an .G rA C: O fD 1.a •vi r" T t i.. id i-a .! F cd 91 O Fl -t 0+ r•J G CJ ;r c-a .. I)1 U V J U N r.EN (3)U .-t ✓. C; <.r ;3 .rt aS t-) N as S).r: � r-1 cU N { O F; �'CJ ai s.: •rr 7 C; f fn .-t N 'CJ Sa U)ri :n O C? N N C) N .-a Y-.i ;h e C N it a!)'t3 N 'T. 41 + V'Q O N a U +G ,c; N i': (L -H ? O •C7 C: •ra 1' rp C m > :-, N 1-t G N ?..-a Sr TJ rt tt N U N N N �I Y It V tlt ab N 1.1 V) O 110 C; I) tw rd-.-+ O O 1-'; tV N V :: O it 4 O m 4:r-e n" U 7 (1) N n k: v v '[3 S1 o to kr R. Ft 1 p,rA rC VI i. Q �4 N 06639.65137 211 Q-3419/0 + 3/01/90 8:40 p.m. C20 18 ' fift hreQ and 0 /100 ( 53 , 83) _ EnEr ;a , 2;j2n it the corner of said f ' ..._ turn'turniny and running, 880 25 ' _i-' W . sjx7y-six one 33110n ( 66 . 33 ) feet to _ point , .,te =Vng and running, v' Q0 3s _ :06,. Er fifteen _n W100 115 . 00 ) Fant to a point , thence turning and running. N 880 2= ' 54" W, seventy--two and 62/100 ( 72 . 62) feet to a - _. .i.` , i. :ence turning and running, S 08" 14. ' 35" y thirty-five and 301100 ( 35 . 30) feet„ and S 070 57 ' E, fifty-ei3 t and 00/100 ( 58 , 00) feet, to a }icinz begun at • Said parcel of land has a total area of 11 . 613 t/- 'square feet, according to Said play. Parcel 2 The : an_d with the buildings and impsovemenLs thereon in City 'enaua��l.ia ea".0 the Ci t} �f Sa"�a -�. Essex sex C.^,'arty , and Sero g <hcwn a5 Lcm 2 an a plan of .a_nj .-- !Gd , -Plan of rind �, r., ngs } -_ sex Co . OWN keV: Urban and Buildings _._ Salem, Mass . ., .._ _. Development Action Group, inc . . r's"�s._c 23 1968 , Sl,`�rveyn_-Davi.:^..•`E. "Beene, F , P . 1: . 4 _ . 0 Reading . :rasa . , recorded with Essex County SOuth District Re-gistlY OI Deeds in Ulan Book 245 , Pian 10 , and being more f:l'_,, bounded and described as follows : Beginning at he Southeastcorner said id Lot 2 at the incerseC..i0'_i with Lot 1 and Rashing an Street , thence running, ii S8` 2 54' seventv-"we and 62/100 ( 72 . 52) feet to a point , thence turning and running, N 010 35 ' 06 fifteen _nd 00/100 ( 15 . 00) feet to point , thence tor".1'nq and running, 2 06639.65'37 211 XNA 19/D 3/0090 8140 p.ro. N 88' 24 54 ' W, sixty-six and 33/100 We 33 , feet polar .to a running, _4, i three and 36/100 13 . 36 ) feet to a point . chance zarning and :"nninq. Ab 31 A , fifty-six an! 48/100 (556 . 48) feel: formerlyto land now cc 'rogerConsav ,ive c Bank , thence . nrninq and running , 2 E, thirty-thcee and 09/100 9 . feet .o a point . thence a ni_.g and running, cp lv JJJ 40 ' 3_ W,, fifty-two and 67/100 ( 52 . 47 ) feet vet to a pAnr_ , thence „urnLag a_r1 cunning, 9 Ji' 02. 05" E, Seven and 04/100 ( 7 . 04) feel to a point, thence tuning and CY:'i.ninq, S 87' 4Y 15" E, Six and 48/10Q ( 6 . 48 ) feet ,-'hence to-urn running. �.. ].. Y. end n ,.--y , N r y and . 5 / , 0c 5) c 1 a� l�d � �, thirty-six 8-. 10 . 1__ , .E@t i to a point which is the ..orae_ of the building on land ._.w or formerly of Seventy :Washington Realty ?7uGR'i:'i1L1!?l ii'u" :-7,.,• :C turning and. running, S 89' 43 40' E. along the face of said bui2di ^C, forty and 80/100 ( 40 . 80) feet to a point . thence =ning and running, N 01' 13 ' 07' E, eleven and S9/100 ( 11 . 89) feet to a point thence turning and running in three _ourse5 aiona the face of the building as _:own on said plan, S SO 23 1.G' seventy-one and 70/100 ( 71 . 70) feet , S 33' 08 ' 15" E, fifty-eight and 07/100 ( 59 . 07 ) feet , N °9' 38' 25" E, forty-eight and 47/100 ( 48 . 47) feet to a point, thence turning and running, 3 :Z' rt 1i1 ci It U, ri it Ntit 0 fT � t'. 4) s i .01 r± w (D 0 Cx IL Lj < CL 01 I 1— Di w rt 2 i:- CL Cil (,I A (n rj Lc; 'J �Jes ro r-v (r D) fk, P* n ICS OLI ": t,:.l ia.ttj ID 'r Lr?. u:l 1-: rY 0-- " \ En PJ (D fL 0 (D LQ I-- T (D rt k() at ;1 IA :j F4 ria rl (n w tI". rt 'Tj (D Io S3 -p ir, rl cl I 'j (D iyl Cr ;Y tY f Cfu -1 (1, :r, () n 0, "W 0 C) LL? 'D pk, ll, 0 +711 C, I-.. (TI d-, a," C1 �-I N to Iy (D lij a M. fl t4 Ci. cl cr, I LQ cti. s 0 (P V) Cl 71 1'. I— lL' rit I-, 'j i I vi L1 f- 5).' III IV — r' ':t W 0 1— 0 11 ell is ✓ ;— PI to r-" 11, 4 10 rt -. ip ;71 (r, -? c7 t5 :J r r. 'I r) —- 0 r.. r;j ID Ili a-, 0 tiy I- �il tC, F-1 to Ot to :1: L13 fl. 3 m, x (f 1U ttl 4.4 (1) ILI fj) ce, 0 ci S c) 01 R' CC, 0 5 t V;, c) 11 C.6 G, t I I 6 to '7: fI, rp3 n 41 ;D (D 0 1) 1 i rt aD 0 '1, fi) ri r-1 4A ID 0-1 f-, RI G, M (D IT, Q, uX 131 Eli 10 to 0 TA r, LI1 r't 1; !T' (D 0 A, 0 (1) rl rrl 1� IC vl. M ri wCt to C1' I I tJ O n ro fP, U r3 U. rt TI .Gr� -- �-f "m cl In L.1 ITI �.D PI tY 9-1 I'D " q; q! (-I (-j 0 10 0 :j I Y 0 (D to ri 0 P :1 1 H 0 W- :J 4.0 (D to M. I'D r1 ;D (D r:t !or It, N 0. (LI r-t (T) ri i I ri ri Q -1 V) k-,' cri rt -Z IT) (D *"3' En T J 1), 01 C, 0 P. C" (D tb t I. G) lD � (t) 'T W ly, 1.* th rl :v k" rt 1— cl. :1 tr7 S O T 0 C1 vi 15 n IV U) iD -I IA :1 ri (D t-0 :3, W let 'p rt ri P-1. 0 W f-Cl' tY ri X b .7' c- 0 qj 0 4), rt -3 t-•. 13 Il [D C' rD ti LLr LQ fo EA 0 0 O ',1 rt 0) i3 I- ") M (D C-1 (If :-j b "I (D fj r- " "r Cr , :D' 1-1 cl ct CJ. e-' m LQ ri 0 4D IT 0 0 0 fu CD 0 0 P, .T* :-1 0. P3 rt (I :T ct W fi 011 0 1-1, t") tD D 0) rt (-Lk t7i v< (D .5 rt, (r, (D En 0' a. ci To: Paul Jhcir. i; 356 Exete:' road FlampiOn 'alis Mi 0,3844, Flom: William E. vBingham �pauld::3j Wtve Date: 'March 1, 1990 RE: Description of property Located at 90 'Washington Street, Salem. Massachusetts Thee property consists of four attache$ buildings iodate: at the northwest Corner of wr_shington and Essex Streets in the heart of downtown Salem, ,r assachuse±ts. Two of the buildings, one known as Endicott Center and the other known as the "bootery" building were in the process of being re-,•carer to First-class office space in 1989, ?' property Ze known h - Furniture building was originally four stories in height has oa:ea enlarge.. ,v <he .`,c0, of two stories, The foot print or the building has rernAi nod the sarnhowevtri, 1 , slittle of the origins! building fabric was left intact. The interior structure) ` ;c work was completc)v replaced by structural stove) and r einforaed bon;.t.tc floor: w.re poured c0, metal decking. T'he only significant visible elcanent remaining of the previous ;truer., : is the exterior brick- facade that clad two of the buildings upper floors. At the present time, this six sorry building is approximately 50%, complete, A membrane roofing system has been installed and is substantially caniplete, all floors have been poured and are substanti.': iv comp)eze, and a Sprinkler system has been installed througho,it the building. The SorlP.k),!r 5}'SIPM swill re;,;„ares addit)onal work refote it can be fully operational. Thcrtnal pane window, have been insmlled but rot completed and a substantial amount of the exterior brick wort: nes beer completed ss welL Presently the building is being heated by a temporary forced het air b} gas system and secured by art electronic surveillance syste t0,. This bu;1din& in lading tare attached two story "bootcry,” contains approximately 45,000 gross square feet of space including a fail basement, The entire ground fluor of th-ge two 1;'elf';tin 3 ate uCCti .lewd '-v two aa, . S F' c tcI n•-. The ground £leer or Endicott Ccntcr is ozcupied by Evans rpvthc, ry and n:ac;Ia.ions are presently underway for this space, to be le.sed. A shoe store known a: the $celery occupies the ground floor of the bootery bu'..t.din.g and ie ,ying an annual ren., of app toximazelp $8,100, !'here are two additional buildings thaw are considered part of the complex.. One of these r,uiidings, known as the Foodland b.:ii ng is located ;.n Wza hingten Street and is-attached to the Endicott Ce%ter building. This is a three story building with a yellow brie faca"e which has a gross floor area rf apprax.;mateiy 31,000 square feet including the full bas.ment. Two tenants presently occulty ground fluor spaces in the '•ui)ding with additional around floor space pre3enit vacant ?n:3 r'yc er.,ire upper two f v„ , }•tcsunt y v3:;ant. A restaU[atit krou'n a5 h-!'i!ce Put, `"s vcl.:Ipits 3,700 square feet on the ground floor with a non-tent paying lease through Decernb" as :991. This tenant has the option to remain in this space at the p.evtiiling market rental rates Lntii October 1995. hen CfiC dl Finance Occupies 1;200 Sy are -:C?.t Of - yaa' dlt Amit t0 the v a 1 C5 &lii" rit, O"£!' u: Finance ?:a:-i34 thig spacu &! a mntsl ram 1,9,-zC�(ter i yt�2 C^ .. . ..sb ,hat ,Nw„..s i:. 1595, A, total of (err :e:i^ rCr Frr quare fP^l it«.. .,.. .h sir ri nd , ^ f ' bi rel - - -,.. � ae�: _'.d Mdhg r41laiFd;?'V t1La .1 Vti`x least Wt,i 516«nnY'Gt:. 3 fk5i$.Jrtint t.�ttt to OCCU s all he t.�: w� C G 9rf Ci2t.-^thi r. G3' to- of t... Cer, :Gr 6 t��a -� u»;tilry is this build3g. The s c,vnd eind 7 9 ^third lir Of u l t . iCi a rr sr ti n oaiNiy 3;i.`r G8?C f c: �t e? al r which is presentA, aaasr and sx rr•1.a c 4 -t r x t Q� ., a � 4a .d ny, know as the Nlyrehcltlae building is two "odes in heig- .e i t0�--.z rThis 11fildili i5 Sitach ' o the Endicott r Wilding i-. 1 r - a r i ift her f, cu i� 2s I;PSua;�_•.,, o_-ti•i 7u - a $ -. Armay i�lsh n t^t' G!- 'i'�_ da c 1.aS ether -s -A.p arett. l°13 ts: � ': o L.- .. - c } 'a- i.Cii ar-' i ,� pariia?ly gutrtd and r r ,peovated ShOl, It contains a to= Of A.p rp iroLa : Cu Square fees IP 'b including the tiliz hasement. The mal Krid area c_ d !f ed i7s the City of Saiern Ta; ASSes8-Ir C Office IS 24,193 square feet It is idendf ICC' by zi,e C—,v of SAl_jn for t3X i u.poseS on l''.'ICC Num"r.'er 3$ Kg parml 13. Th'- jJ O eriy has 9 almall pave-d narFing area in the rear of r;c,)rnplex 'w'hj�,h vri`4135 Marie ing for E(.i_fORim,'tc y 1 e a0 tornobiles. The 3rc'pert }las a vmialice in =?ia.CC 'tAinh allows tht dr slop_^ t-t Vi 691' -idential Sll4'Cl l tZ units on the PO :i0n Of the etc where the MUM M it! and 7003and buddimg reddo The Varhace a4t) Provided for the nemsaiy 20ilitng relilf for the t%,o addition-al Stori” t0 be addtd to the Fndicett Center. r /yJl( ENDICOTT CENTER AT TM NHOUSE SQUARE I • jf X r 480yE0F ME724NiNE 0: -7�" } co W •■ \ r\ A W COMMERC 14L SPACE . 5 F u4r_i im -low FIRST H.00IR __PLA\ 1 WASHINGTON ST. � 20 ENDICOTT CENTER AT TOWNHOUSE SQUARE SUITE 204 - - 1615 SF SUITE 203 ' 2120 S F _ o- iELEIE It M ECFV � •10F • w SUITE 202 1390 SF SUITE 201 464 5 F . °Ea SEC OND FLUOR fl[ O 2 b _ ENDICOTT CENTER AT TOWNHOUSE SQUARE SUITE 303 1620 S F SUITE 304 938 SF *El Et ' y ^ <lE vgpq µ SUITE 302 g]0 SF SUITE 307 1018 S , i. `. THIRD FLOOR PLAN 0 20 .� ENDICOTT CENTER AT TOWNHOUSE SQUARE SUITE 404 1332 5 F SUITE 40$ 650 SF SUITE 408 464 SF J _ w r EIEVC.-,gyp N � _ SUITE 403 1122 $F SUITE 402 } 545 SF SUITE 401 62) S F FOLRTH FLOUR PLAN: � � 1 o :o f ENDICOTT CENTER AT TOWNHOUSE S( (CARE SUITE 505 SUITE 504 132 s F _ 1326 S F 1 _ � I SUITE 503 ' 7196 SF 1 SUI7E:�5025e6 SUITE 507 6'0 sr 1 F1H FLnuR PLA\ ENDICOTT CENTER AT TM-INHOUSE SQUARE SiOFa GE c • • • .. COMMER 5I SLF SPgCE • I J_ F T I c __ Al i, ST J °jJR . N D E I � r7.ae , sa � L T; t 1. '1° w 1; n�f 9EV ENT WA aN 146 TON REALTY Co No,MI4WM TRUST Ip ± I r ! 3i� 7y R„ Srr r/.+•SO I. M...at /77. //..:f' ON i Ir •ZP ;p f z 1: (•.af Os.es'yy,�a z'T I LJe. 94' as UVJ.fsA 1' wlhunu.gj �'^•. p..;<) J s .00./,, o, sr✓,.i Y= r 4a.47' - ly 4e G.ve Sef:Yl-SE+l_n P<I IS N 62V "L• e.rw r. • , e xf IeJ Ir• 3.11 E^ew L ti �Ifl 1- ------------- L_c.•L-1,r)t •�u de�JlN SS>0 i. :( Y I^ -- laf. al,nn____ 56.Ye' F4° n 1ao G)e' 66.D]'E- nlftw.<e- \� • • ` w � '.vw:.y'�` • .ice fGi.f'.RJI V �;= It �°} : i � W � ti b J•/. N/ e.:.t IIIIEE'�'• .J<• \ �`( " yv • S n ` \ _ •o h L.OT 1 it.12 szm -, la . " t� \ W o �. e• ` � � i y efv.rrro 1 ° ? } a e!/ DA1IO To.., n ! I ef)Yf ♦f[f p d W F •� , M O w l 1s f-„f e MI at •tf• w W ; 0259< (Se.n•/•rn •rf, Grp ays , .rw> •nr •,rf ly+ f ,�.�. s1,7 a'r] Jeea)-vb V - «7 eC•S of^,+• 97.)J' . ` E S E ” roeuc - VAR. MIIOTN v O weh,lw)/f iV Wf,.J w H. Q I Lo eo rr _ogee� 940JU45 ' • :,°° °'` DEC 30 2 59 Ph 'b City of '5ttlem, eA4ussadjusetts FILE0 '. 9 �nttr� of �}r�rettl ciTr c�rr.� - •,,� DECISION ON THE PETITION OF URBAN DEVELOPMENT ACTION GROUP, INC. FOR A VARIANCE AT 234 ESSEX ST. (B-5) A hearing on this petition was held December 2, 1987 with the following Board Members present: James Hacker, Chairman; Messrs. , Bencal , Fleming, Luzinski and Strout. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 4OA. Petitioners, owners of the property, are requesting variances from density r; requirements established by Table III, Section VI as follows: N •:7 1 . As to an existing building located at Washington St. and 2311- Essex 34Essex St. in a B-5 zone and known as the "Kerr Building" ; a. maximum lot coverage; co b. minimum width of side yard; cWii c. floor area ratio 2. As to the proposed new building; located at 90 Washington St. and also in a B-5 zone; a. minimum lot area per dwelling unit; b. maximum lot coverage; o c. minimum width of side yard o d. maximum height of building (feet) ; o e. maximum height of building (number of stories) f. floor area ratio 0 3. Petitioners are also requesting a Variance from minimum parking requirements for sixty nine (69) residential units. The Variance which has been requested may be granted upon a finding of the Board that: a. special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecti other lands, buildings and structures in the same district; b. literal enforcement of the provisions of the Zoning Ordinance would inv( substantial hardship, financial or otherwise, to the petitioner; c. desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. DECISION ON THE PETITION OF URBAN DEVELOPMENT ACTION GROUP, INC. FOR A VARIANCE AT 234 ESSEX ST. , SALEM page two BJUd 9403P6146 The Board of Appeal, after careful consideration of the evidence presented, and after viewing the plans, makes the following findings of fact: 1 . The building is located in the B-5 area; 2. Petitioners plans provide for sixty-nine (69) parking spaces in surface and underground parking; 3. It is impractical to maintain the entire existing structure and provide on site parking due to the close proximity at the train tunnel which runs under Washington Street; 4 . Construction as shown on the plans will retain and add to the current retail activity and stimulate small businessess; 5. This project will provide for new business to locate in Salem and therefore create jobs; 6. This project will substantially increase the tax revenue on the property; and 7. There was community support and petitions presented in favor. On the basis of the above findings of fact, and on the evidence presented at the hearing, the Board of Appeal concludes as follows: 1 . Special conditions exist which especially affect this building but do not affect the district generally; 2. Literal enforcement of the Ordinance would involve substantial hardship to the petitioner; 3. The relief reqeusted can be granted without substantial detriment to., the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the Variance requested under the following terms and conditions: 1 . Petitioner must include in the Condominium Documents the provisions for the Condominium Association to purchase from the City of Salem a minimum of thirty-five (35) parking spaces at any municipal facility; 2. Petitioners are to work closely with the Salem City Planner so that he will approve the final plans for the street scape at the rear and the side of the building other than Washington and Essex Sts. side; 3. Mall area as indicated by plans are to be opened to the public so as to assure access from Washington St. to the public parking lot; 4. The City will not, now or ever, be responsible for rubbish and trash removal; DECISION ON THE PETITION OF URBAN DEVELOPMENT ACTION GROUP, !N7 . FOR VARIANCES AT 234 ESSEX ST. , SALEM page three 800K 9409FC147 5. If the City chooses to put a second tier for parking on the Sewall Street parking lot, the developer will work with the City Planner to arrange an agreement for the developer to help defray the cost to the City of Salem; 6. Petitioner will provide sixty-nine (69) on site parking spaces in accordance with the plans submitted to the Board; 7 . Petitioner will provide in the Condominium Documents for the parking spaces to be non-severable from residential unit ownership; 8. Petitioner will comply with requirements of the Salem Fire Department; 9. Petitioner will obtain and comply with the requirements of all building permits; 10. Construction shall be in accordance with the plans submitted to the Board; and 11 . The building shall be numbered in accordance with regulations. VARIANCES GRANTED y a2n�'--� C/ 4::7 James M. Fleming, Esq. Vice Chairman A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK APPEAL FROM THIS DECISION, 6 ANY. SHALL BE MADE PURSUANT TO SECTION 17 OF THE MAS. GENERAL LAWS. CHAPTER 808. AND SHALL BE FILED WITHIN 20 DAYS AFTER THE DATE OF FILING OF THIS DECISION IN THE OFFICE OF THE CITY CLERK. PURSAN( TO .'.'SSS. CENER;L LAWS. CHAPTER 808. SECTION 11. THE VARIANCE OR SPECIAL F_"'11 ,RAJTED HEREIN. SHALL N,'• 1A 1E EFFECT UNTIL A COPY OF THE IIECI$I(;I. BEAE.",: TH- 'EST RL 1.;i;H OF THE CI1Y LLERX THAT 20 DAYS HAVE ELAPSED 4'40 NO APPEAL H'4 5:E'i LR THU IT SUCH AN APPEAL HAS BEEN FILE. THAT IT HAS CEEN DIS':IS SEI ,:P. L:'1:, I; RECURRED IN THE SDLITH ESSEX RE=TRY OF DEEDS AND INDEXED UNDER IH_ LA:..L UI THE OF RECORD OR IS RECORDED AND NOTED ON THE OWNER'S CERTIFICATE OF TITLE. BOARO Of APPEAL Date FEB 25 1988 I hereby certify ta3t 20 days have expired frcm the data S::is icst i n;ent was Izr: cnd Thct i\10 APPEAL :,.is bean fi ed in tiTis office. A True Copy J COVpA� t CITY OF SALEM MASSACHUSETTS ANTHONY V.SALVO "YON December 2, 1987 Mr. James Hacker, Chairman Salem Board of Appeal One Salem Green Salem, MA 01970 Dear Mr. Hacker: I am writing to endorse the petition for a variance at 234 Essex Street to allow the development of a mixed use development within the T.R. Kerr Building and on the site of the former Foodland Building. Over the past several years, my Administration has attempted to initiate and assist mixed use revitalization projects which will enhance our downtown economy. As you know, several projects are now proceeding through the design, planning, or construction processes. All of these projects will greatly improve our central business district. The proposed project involving the T.R. Kerr and Foodland properties is vitally important to our efforts. This project will bring substantial activity into the downtown area at a key location. Its completed exterior facade will contribute substantially to the architecural quality of the downtown, and its commitment to on-site parking is a very positive element. This proposal will also result in an extensive number of construction and permanent jobs .for our community, in addition to increased tax revenues which can be utilized to improve City services. This proposed project is a high priority of the City, and can hopefully proceed as proposed. I strongly recommend that the requested variance be approved. Thank you very much for your cooperation and assistance. Sincerely, �i� Anthony V. Salvo Mayor M31WP Eitu of 2llElli, R155achlI5Pft5 W�i�� ,dire >_7 rparl mrnt 3�rail�u�rtirs 18 �,zf:cvetfe ?trrrt Joy cpii F. SLIHIVUn idem, Azi. 01970 Chief 0 : Bcard of Appeai -=+ if: Captain Turner . = re Prevent_ ;n Bureau ... . Comments relative to uecemiizer _ . Iiic2Ling . '.tic Flr2 LepartmeRt has no )ect! , .n to the granting of Variances t3 allow commercial and resident.la _..v2lUpment ar .i It Offirr of file CCU Caunril Qlitn all LEONARD F.O'LEARY WARD COUNCILLORS 1987 COUNCILLORS-AT-LARGE PRESIDENT GEORGE A.NOWAK 98] JOSEPHINE R. FUSCO KEVIN R.HARVEY ROBERT E.GAUTHIER CITU CLERK VINCENT J.FURFAgp FRANCES J,GRACE LEONARD F.O'LEARV NEIL J.HARRINGTON JEAN-GUY J.MARTINEAU RICHARD E.SWINIUCH GEORGE P.MtCABE JOHN R.NUTTING December 2, 1987 Mr. James Hacker, Chairman Board of Appeals City of Salem Salem, MA 01970 Dear Mr. Hacker: I vigorously support the change in the variance for the Kerr Block Development proposed by Mr. Michael Harrington and Mr. Donald Burnham. The sensitivity of the developers towards our downtown parking problem is greatly appreciated. I urge the Board to unaminously support this change. Very _ly yours L��zv KEVIN R. HARVEY WARD 2 CDUNCILLfDR .• DATE:....................... _. ...... .. '�rco.ont,b APPEAL CASE NO... ...... .. z q` CITY OF SALEM, MASSACHUSETTS TO THE BOARD OF APPEALS: The Undersigned represent that theY km are the Owners of a certain parcel of land located at Nc 34 �s5ex. _ . , . , . . . . . . . .Street; Zonins$� District. . 0-5 . . . . . . ; and said Parcel is affected by Section(s). I• Table, •III. and, VII C , . . . . . of the Salem Zoning Ordinance aamY�7Exgg1E�XMli gJJ. RfXAhC%1Qaggaehnawttxv tntwr8uY4MYng 8nr Plans describing the work proposed, have been submitted to the Inspector of Buildings in accordance with Section IX A.1 of the Zoning Ordinance. TO BE SUBMITTED The Application for Permit was denied by the Inspector of Buildings for the following reasons; DIRECT APPEAL The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salem Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to approve the application fee permit to build as filed, as the enforcement of said Zoning By-Laws and Building Code would involve practical difficulty or unnecessary hardship to the Undersigned and relief may be granted without substantially dero- gating from the intent and purpose of the Zoning Ordinance and Building Code for the following reasons: SEE ATTACHED Owner. Urban .Development,Action Group Address.5.Pirates Lane, Gloucestert MA Telephone. (.617) 531-4147 Petitioner , Same Address. . . . . . . . . . . . . . . . . Date s9. . . . . Telephone.. .. .... .... .... . . . . . . . . By D644 A: Sullnha' m,"' enera ir ner Three copies of the application must be filed with the Secretary of the Board of Appeals with a check, for advertising in the amount of $ . • . . . . . . . . , four weeks prior to the meeting of the Board of Appeals. Check payable to The Evening News. The Peti.tioner is presently the owner of the land and buildings known as the "Kerr-Foodland" buildings at the corner of Essex and Washington Streets . Prior to ownership of the parcel , Petitioner requested and obtained from the Board of Appeal (decision filed July 8 , 1986 and extended for six ( 6 ) months in July, 1987) a variance from the minimum parking requirements in a B-5 district . For reasons beyond the control of Petitioner , the prior owners of the parcel were unable to convey title until December , 1986 . Due to the delay, resulting changes in financing , and updated construction cost estimates , Petitioner determined that rehabilitation of the "Foodland Building" was not feasible , such that a new structure had to be designed for that portion of the site . The previous plan submitted to the Board was based upon maintenance of the existing structure and as a result provision of on-site parking under the existing structure was not possible T due to design problems and cost . The proposed plan, on the other hand, is based upon renovation of the Kerr Building (with new construction of two additional floors ) , and demolition and construction of a new building on the "Foodland" site . Demolition of the "Foodland" portion of the existing structure and construction of a new building reduces the design problems and costs of on-site parking so that the new building can provide for on-site parking. Since the new plan results in two buildings and financing and condominium plans are based upon two buildings , the parcel is divided into two lots and density and parking variances are requested for each building as follows : 1 B . NEW BUILDING VARIANCES 1 . Minimum Lot Area per Dwelling Unit (Table III Item 2) The new structure will contain 69 residential dwelling units and thus require a lot containing 34 , 500 SF. (500 SF per dwelling unit) . Since the lot contains 17 , 580 SF, a variance is necessary. (Note : The ground floor of the proposed structure will cover 5 , 974 SF on the 17 , 580 SF lot which meets the 50% lot coverage requirement of Table III , Item 4) . 2 . Minimum Width of Side Yard (Table III Item 5) The new structure will abut side lines and thus a variance is required, from the 5 ' requirement for new construction. 3 . Maximum Height of Building (Table III Items 6 & 7 ) The new structure will be 81 feet high and consist of 8 stories and thus variances are necessary for each of these height regulations . 4 . Floor Area Ratio (Table III , Item 10) The structure will contain 94 , 685 SF of floor area (excluding 21 , 500 SF of subsurface automobile parking) on a lot area of 17 , 580 SF resulting in a ratio of 5 . 4 to 1 and thus exceeding the 3 to 1 ratio required by the ordinance so that a variance is necessary. 5. Parking (Section VII C) The building will contain 69 on-site parking spaces (surface and subsurface) to accomodate 69 residential units . Since the ordinance requires 1 .5 spaces per unit (103 . 5 spaces) a variance is required. 3 A. KERR BUILDING VARIANCES 1 . Maximum Lot Coverage (Table III , Item 4 ) The proposed building plan is a combination of renovation and new construction of two additional stories . The building covers 91% of the lot (10 , 624 SF building footprint on 11 , 613 SF lot) . The ordinance allows 100% lot coverage for existing buildings but only 50% lot coverage for new construction of non-residential uses . Since the ordinance is silent as to which is applicable in the instance of renovation of an existing building with new construction of two additional floors , a variance is required. 2 . Minimum Width of Side Yard (Table III , Item 5) The existing building abuts the lot lines and thus a variance from the five (5) foot side yard regulation is required. (Although no side yard is required for existing building, since the ordinance is silent as to new construction of additional floors , a variance is requested) . 3 . Floor Area Ratio (Table III , Item 10 ) The floor area of the building is 45 , 688 SF and the lot area is 11 , 613 SF resulting in a ratio of 4 to 1 . Since a ratio of 3 to 1 is called for by the ordinance a variance is required. (Again, although a ratio of 6 to 1 is provided for existing buildings , this variance is requested because of new construction of two additional floors . The Kerr Building will not contain residential dwelling units so that parking spaces are not required. 2 Due to the configuration of the multiple lots of this parcel , the proximity of buildings to the lot lines , the nature of the existing buildings and proximity to the B & M train tunnel , special conditions and circumstances exist which affect the land and buildings so that literal enforcement of the ordinance provisions would involve substantial financial hardship to the Petitioner. The relief requested may be granted without detriment to the public good and in keeping with the intent and purpose of the ordinance and the City Master Plan in that the development provides housing and commercial space which will promote economic vitality and activity in the B-5 downtown district. 4 133kils_N��IH�N`------ Z. f � I sari• �'T "� 3., �'�'�• ¢: Fh Ir u is __yet uj s. LLJ cc eon'.. ✓ � _ I Iw t L7Z �_ll Ito W i N111111 "1 ,y `'1. City of J`5rttlem, Anssar4usetts v '; s �nttra of �upeal BOARD OF APPEAL MEETING - JUNE 18, 1986 A meeting of the Salem Board of Appeal was held Wednesday, June 18, 1986 at 7:00 p.m second floor, One Salem Green. Notice of the meeting was sent to abutters and other interested persons. Notices of said hearing were duly advertised in the Salem Evening News on June 4, 11 , 1986. Members present: Messrs. , Bencal, Fleming, Hacker, Luzinski and Strout Meeting was called to order at 7:00 P.M. by the Chairman, James Hacker. Mr. Hacker: if there is anyone present interested in number ten on the agenda, Paulette Gebauer' s petition for 357 Lafayette at. , that will not be heard tonight. It has been withdrawn. 234 Essex St. - Urban Development Action Group Petitioner is requesting a Variance from minimum parking requirements to allow thirty four (34) dwelling units in this B-5 district. This petition has been continued from the May 28, 1986 hearing. Petition was continued because there was only a four man Board. Mr. Bencal read the application. Letters from: Diane -Pabich, 7 Summer St. , in favor; Richard Golick, 185-89 Essex St. ; Joan Gormalley, 236 Lafayette St. , Mary Roberts, My Florist, 99 North St. ; Robert Monroe, Derby Square Book Store, 215 Essex St. ; Mr. & Mrs. Frank Gormalley, 13 Surry Road; John Flarerty,27 Northey St. ; Donald Gerolamo, Empire's, 133 Essex St. ; Roger L'Heureux, 313 Essex St. ; Fred Harney Jr. , 474 Lafayette St. ; Mayor Salvo; Richard Daly, Chairman, Salem Parking Dept. Board; all in favor of the project. Attorney Jacob Segal represented the petitioners. We have with us this evening, members of the development team, particularly Donald Burnham from UDAG as well as John Cirvaster from the Architectural Firm. Mr. Burnham is a native of Salem and has done a considerable amount of work in the City, Mr. Cirvaster and architect with the largest architectural firm on the North Shore has done extensive work in the City. With Mr. Cervaster is Greg Warren from the firm. What I intend to do is to outline and highlight certain aspects of our application and Mr. Burnham and Mr. Cirvaster will briefly address some of the more specific items. We hope that in making this presentation we will sustain the burden of showing you that our application meets the requirements of Section 9 of the Ordinance. This property is located in the B-5 zone, the purpose of the B-5 is Central Development District, which is intended to be a composite of major businesses and residential. We believe this will be the first structure that utilizes this zoning as was intended. There will be commercial space on the first floor, general business uses and will be capped off by 34 dwelling units on the top. With respect to the zoning this will be the first project down- town that does untilize the B-5 zoning district. The building is very large and prominent. T.R. Kerr's is going out of business and that building will be vacant. Encompassed in the building is what is referred to as the Foodland building, this has been vacant for at least 12 or 13 years. I don' t this this section lends any- thing, architecturally to the City. We will be using Riley Plaza or the Garage for parking, which, as the Parking Board has indicated, there is plenty of room. The garage in particular is underutilized, especially in the evening. We know it would be preferable to have on site parking, no one would benefit from on site parking than the developers. MINUTES - JUNE 18, 1986 page two 234 Essex St. - Continued Could on site parking be done at any cost it could be passed on to the consumer, the architect is prepared and in December of 1985 he did a study which concludes it is impractical to build underground parking at that site because of the proximatey of the railroad tunnel. We have been working with the city and hopefully part of the problem with be alleviate by putting in a deck of parking behind this site. These developers will be most eager to assist in bringing this to fruition. We met with the parking commission as far back as March of 86. Mr. Burnham, UDAG, Would like to introduce John Cirvaster and ask him to explain the research that's been done Mr. Cirvaster: we were introduced to this project in the summer of 85 and we are very familiar with the T.R.Kerr Building and the Foodland Building. We've done work in Salem. We did the Beef and Oyster, we did the Lyceum, we' ve been involved with this historical sense of the City. We went to the Essex Institute and researched the building. We are going to receate the 1910 facade that was originally the Kerr building. The foodland building is a 1950 vintage, an infill building that we felt would not be compatible. We will bring it back to 1910 facade. We will be adding two story mansard which would cap the building off. We' re very proud of the way the building came out and we feel it's going to be a very attractive building, the materials are going to consistent with downtown Salem. Don Burnham, UDAG: the reason we are here tonight is, basically we have a hardship, that hardship is one, we have a 1954 building which we have to redo and to do it right will cost a lot of money and by adding two floors and expanding the project will make this feasible, 2nd is parking, no on site parking. We have made arrangements with the City to have parking but it will not be on site and that is the main reason and the only reason we are before the Board. We comply with everything else. The area from the Masonic Temple all the way down is going to be retail. He displayed plans to the Board and the assemblage. We are not dislocating any businesses that are there now. Finkles will stay, Beneficial will stay and the Bootery will stay. Of course, by there own choosing T.R. Kerrs is going. If they weren' t we wouldn' t be buying anyway. The other space will be available for commercial, retail uses. We wanted to add space and this was a challenge. How do you add two floors without having the building look Like you added two floors. I think we have been successful. We haven' t added two floors, we' ve added a roof, that's what it looks like on this particular building We've tied the foodland building in with the Kerrs building and a mall area in the middle. This mall area will be public and will shoot through to the parking area. There will be office condominiums, many of the businessmen in Salem have already reserved spaces. The upper levels will be residential. They are small in size, they range from 600 sq.ft. to 1 ,000 sq.ft. That was by design, in this area we did not want three bedrooms, or to have small children playing in the parking lot. This is geared more to the professional singles and couples. Architecturally this is going to blend in nicely with the Masonic Temple. Submitted letter from the Assessor. Peter Caron, which basically states the estimated revenue this project would provide for the City. (on file) Speaking in favor. Phil Mason, I am not a resident of the City of Salem, I live in Peabody but I do represent quite a few residents of Salem and businessmen from Salem. I am also a member of the North Shore Building and Construction Trade and I would like to speak in favor. Our local union particularly is very much aware of the situation in that section of town and we know the real need for the revitalization of the downtown. This project is more than appropriate. I think the developers have done everything to minimize the impact of the parking. Paul L'Heureux, Lafayette Place, the increase in population will increase revenue, will increase business, the parking issue is a small price to pay for the benefits. MINUTES - JUNE 18, 1986 page three 234 Essex St. - Continued Pamela Gauthier, Vice President of the Salem Chamber of Commerce, our Executive Director, Joan Gcrmalley regretfully could not attend this meeting, therefore I would like to submit this petition in support of the project. Richard Denis, 10 Leval Rd. , in favor but I think it would expedite the matter if there was a show of hands of who was in favor here tonight rather than having everyone speak. Would that be acceptable? Mr. Hacker: no Councillor O' Leary, Ward IV Councillor I remember when this building was Webbers, I would like to see continued of this building. I don' t think the City can afford another empty building, I also would like to point out that this building does blend in with the Heritage Plaza West and also with the Masonic Temple. I understand there is a problem with parking, well this Board here has granted off site parking to the Norman St. project, they also granted another petition of the Peabody Block, which gave 90 parking spots, it didn' t give enough for the building. I believe the thirty four spaces for this project isn' t too many to grant for off street parking. I would like to may be put something in there that they have about 80 spaces of off street parking. I also understand they are going to pay prevailing wages which I am concerned with. I think thats great. I am in favor of this project. Robert E. Gauthier, Councill at Large, I'd like to commend the Board and I think all this that is going on in Salem is because they did give the old telephone building the Variance on the parking. It should the people in the Commonwealth that we want to work with them, that we want to support them and the City wants to build and they want new citizen in here. I think we are very fortunate at this point to have two young people frc Salem who put their future again in Salem. they are going to spend 10 million dollars. Let's hope they make a million. They have taken all the necessary steps they have gone to the City Boards, Design Review, Planning Board. As far as the esthetics, we need it. You all know how I feel about having vacant buildings in the City and how the City Council feels. I think, probably the ugliest building in the City is the Foodland Building. This will bring people in here, people bring stores. With enough people in the City, the retail stores will come back so I'm strongly in support. Roger Pelletier, 7 Central Rd. , in favor. George Gafney, 36 Lafayette Place, in favor. Dave Sultzbach, Story Rd. , in favor of this project, anything that enhances the tax base is desirable. Jerry Kavanaugh, City Planner, would like to reiterate some of the concerns already gone over on previous hearings held. The Administration has been working two goals in mind, one is to try to retain the retail core, second is to try to promote office development which will bring people in here, finally residential development which will bring people on a twenty four hour basis. Unlike some projects, this project tries to meet all three goals with one project. Going to have some vital commerci: space on the first floor, 78,000 total sq. st. of commercial space which will be very important, plus office space, plus 34 condominiums. It is also important to note that if Salem has one thing to offer, its history and archetecture. This building, the architectural team has put together, the development team has put together, have done a first class job architecturally. They could have cut corner, financially, but they haven' t done so. This building will generate in the first year close to 250 thousand dollars worth of tax revenue. There is no question that this is going to be vital to the expanison and enhancement of munipal service; This building will give us much more than it will cost. We have been working with this team for about 6 months now, we have had nothing but the utmost cooperation from them. No one appeared in opposition. Hearing closed. Mr. Luzinski: I am curious, on the dark side, the inverted L, does any of that property belong to the organization, whats in the back of my mind either loading or unloading zone. Attorney Segal: there is a small part of that land that is available and there is access guarantee for the very purpose. That's why we're asking for the variance for 51 spaces because that's the very purpose of the small amount of space thats in back that will be owned by the developers for that purpose. MINUTES - JUNE 18, 1986 page four 234 Essex St. - Continued Mr. Fleming: I would first like to commend the development team, especially Mr. Harrington who has worked diligently to resolve the parking situation. I applaud the development team for trying to cooperate with the City. Would like to clarif a few things. The preliminary report seems to indicate that a tiering is possibl in the School St. lot which would give the City an additional 85 spaces in that location and my understanding is that there is state or federal money available in the amount of either 70% or 90%. When you told us you would be willing to participate in the tiering process did that mean financially? Mr. Segal: that meant yes, financially. Mr. Fleming: Would you mind, if it were the concensus of this Board that a condition of granting this variance be the tiering of that lot? Mr. Segal: I would seriously resist that since we do not have control of the lot and you would be putting a condition that would be something beyond our control. Would deem it unfair as we don' t own the lot and we can' t do anything to live up to the commitment. I would not accept that condition. Mr. Fleming: when you approached the parking commission what number of spaces di you ask for? Mr. Segal: 51 spaces. Mr. Fleming: that meets the one and half. You heard Mr. O' Leary, he had a number in terms of 80 spaces, is that a problem? Mr. Segal: that would not be a problem. Mr. Fleming: do you have any provision in terms of covenants in terms of the ownership in the condo association that would require ongoing, that it would be left in place. Mr. Segal: we do not, we have not drafted our condo documents, I would also accept that that be a requirement in the documents that those 80 spaces be maintained so long as there are no other available spaces. In other words, if the tiering comes into effect and we have a chance to acquire any of those I would want the condition worded so we are not required to buy 80 spaces in garage or Riley Plaza. Mr. Fleming: at least initially you would be grilling to have that included in the condo documents. Mr. Segal: no problem at all. Mr. Fleming: I don' t understand the term sympatically impossible because of the railway tunnel. Does it mean that because its there you couldn' t dig down? Mr. Segal: that was the new word I learned tonight. John Cirvaster: that is the first word you learn in architecture school, it is how you would build the building, what it means is, we would have to take a good deal of the building down in order to do this, in our study we recommended heavily against doing this. Mr. Fleming: in terms of financial aid, would you mind that a condition? Mr. Segal: that again, I don' t like openended conditions, it might never exist, it might be something so impractical for every- bodies sake. Without knowing the figures I can' t make that kind of commitment. Mr. Fleming: With the two story addition, I am concerned with Essex st. becoming a Government Center situation, I use that term only because is you walk through Government Center with a five mile an hour wind blowing it becomes like a 40 mile an hour wind tunnel, have you considered this aspect. Mr. Cirvaster: yes we have, it has been proven that wind velocity increases with buildings over ten stories high in lower rise buildings you don' t get the same velocity. Mr. Flemin€ Will there be any work done in the rear of the building? Mr. Cirvaster: yes there would. Mr. Fleming: you don' t have any renderings of this? Mr. Cirvaster: we have some suggestions how that would look. Our attitude is to maintain the classical building detail on the rear of the building that we have done in the front of the building the building would then have no "this is the park of the building they haven' t done". We feel there are going to be a lot of pedestrians in the back of our building we are very sensitive to the treatment on that side. There will be no exterior egresses, all will be within. Mr. Bencal: I think the developers are working with the City and have shown a genuine commitment. The fact that there is no opposition shows how far the developers have worked to take care any problems that may have arisen. It is very good project and I would be MINUTES - JUNE 18, 1986 page five 234 Essex St. - Continued very much in favor of the proposal as it stands. Mr. Fleming: initially I did not favor this project because of the parking situation. I would like to clear up some misconceptions, I would not have voted for the Norman St. project down there and I don' t think that the mere running out for spaces in Riley Plaza or the garage is an alternative that I favor, also, when Councillor O' Leary refers to the Peabody Building I believe they are only required 75 or 80 spaces because they come under old con- struction law and that would have been one per unit. I think I have been consistent and I intend to be consistent. I would not vote for this variance tonight but for the effort the developers made. I applaud the efforts of the developers. Mr. Hacker: I think it would be inappropriate to compare this to any other buildings that we votec on in the past. Each building has had its own unique problems and I think we should conscentrate of this building. I am also impressed with the work the developer has put into trying to work this out with the City. I think the building could be the cornerstone of downtown Salem. I would be in favor of this if we could have a few conditions. Should have developer pay for 80 parking spaces either in Riley Plaza or the garage, if at a later date he's able to come up with the required parking they could come back and have that condition removed. Would like condition that if partia= funds are obtained for the second tier parking lot that the cost be borne by the developer.rather than the City of Salem. Mr. Segal: I think thats too open ended. Mr. Hacker: perhaps you could help me work it, the problem I have is coming in and finding its going to cost half a million dollars and we can get funding for say four hundred thousand and the city gets stuck with the remaining. I'd rather have you pay for it. Mr. Kavanaugh: the funding available would be about 70% in which case the Commonwealth would pick up 70% of the cost and City would pick up 30%. I think what we might do in lieu of just stating that the developer will pay that type of cost is some language that would suggest that if funds are made available an agreement shall be made between the City and the developer in a fashion that is mutually agreeable to both parties. That would necessitate a negotiation process which the city would then have to agree to. Mr. Segal: thats fine. Mr. Fleming made a motion to grant the variance from minimum parking requirements on condition, the developers arrange for and pay for 80 spaces with the Salem Parking Commission at either Riley Plaza or the Central garage; the City will not, now or ever, be respons- ible for rubbish or trash removal; the mall area as indicated by plans are to be opened to the public so as to assure access from Washington St. to the parking lot; the rear facade be granted preliminary approval by the City Planner; if funding becomes available for the tiering of the Sewall St. lot the developer and the City hereby agree to meet and to arrange for financing of said tiering, building meet requirements of building code and fire code. Mr. Bencal seconded. UNANIMOUSLY GRANTED 23 Arbella St. - Robert B. Bowman Petitioner is requesting a Special Permit to convert a two family dwelling into a three family dwelling in this R-2 district. Mr. Bencal read the application and a letter from the Fire Dept. , no objection. Attorney William Donaldson represented the petitioner. They have owned the property for about ten years. This is a very large house and at the present time it is occupied by two different families all in the front part of the house and the back is not occupied. The house is. very large and it would lend itself to a division so you would have a first floor front apartment a second floor front apartment and an apartment at the rear of the second and third floors. Displayed plans to the Board. �I 23, 969 u 4,060 SALEM C-r , tl p1sTRicT 197 ,9 28 _i COURT 255oT 432 I 91 j4 43 a R429 430 4ss 3,42. 433 22 '" TS tie AT, 4 _� 4 _t D 33/ 49 4490 3 21504— " to � E '-s.2a 1 s1In1 � IZ Rt el S . R 1 6 . 621 �70' �" n 90 to T EE T6 L Y N D E 2 $ T . I .4021 4587 . .L16 PAR w lata 271 ens 11,240 39 : ' aG 434 • 19G-6 I Z 199 P. 23/9 �s m /5,870 f t 19 g848 m 114 J o :I cl ; !_9942 ti D c /8368 • 1 ' c a m m prn uN r I 2 B3 5 u CITY16 PARKING I 14 2 9'1 'LQD o f Z Te/M 3520fA750 y� ± 2� 2 0435 15 33.15• LL .M Y✓1 t- 1_9/65 1051 37000 29430 6p5 EM 13 / e 1 . p 2/? 21 us 62/3 2809 * C. A. ' -i 436 12 N 927 4 0'12 116 38 437 3,925 646 5559 14 I 960 nt µ 50 xoe"xE $ S 2444 3/57 2863 s 10• .P 4e 45-5 44 I 52 55 -3S22 ' m 24► - T p T _,_ 56-258 2.10-±31 24"-2"B 2"2 2.0 23< Im:3022 : 21M951 : 7:)1 I ,e7 S ta1R21S- E t93a96 259-261 253-231 x47 231 ) m 2 x 6-291 931 City of Salem Application Site Plan Review Special Permit FILE# Applicant: Urban Development Action Group Date of SubmittaLi Address: 5 Pirates Lane Proposed Date of Hearing: MAJ& Gloucester. MA 01930 Telephone: 508-283-4202 Date of Approval: Location of Property: Date of Completion of Appeal 234 Essex Street and Period: 90 Washington Street -1. Project Description: a. Zoning District B-5 b. Square footage of parcel 234 Essex 11,613 SF 90 Washington 17.580 SF c. Square footage of structure(s) '234 Essex 45,688 SF 90 Washington 94,685 SF d. Square footage of footprint 2p34 dEssex 10,624 SF e. No. of dwelling units (if applicable/ shington 5,974 SF 234 Essex none II. Additional Information: 90 Washington 69 units Information required includes this application and the following additional information. File one copy of all information with City Clerk and five copies... with the Planning Board (all copies must be stamped by City Clerk) a. A Site Plan at a scale of 1"=401, (or as established by Planning Board) including all requirements as set forth in Section III B of the Salem. Subdivision Regulations and the following: 1. Loc ie:: ad diii:ensions of all buildings and other constructions; 2. Location and dimensions of all parking areas, loading areas, walkwayst and driveways; 3. Locations and dimensions of all internal roadways and accessways to adjacent public roadways; 4. Location and type of external lighting; S. Location, type, dimensions and quantities of landscaping and screening; 6. Location and dimensions of utilities, gas, telephone, electrical couimunications, water, drainage, sewer and other waste disposal; 7. Location of snow storage areas; 3. Location of all existing natural features including ponds, brooks, streams, wetlands, and marshes; 9. Existing and proposed topography of the site, with two foot contours 10. Conceptual drawings and elevations of buildings to be erected including elevations showing architectural styles. b. A brief narrative, as requested by the Planning Board addressing these site plan requirements and other appropriate concerns in the following defined categories: 1. buildings 2. parking and loading 3. traffic flow, circulation and traffic impact 4, external lighting 5. landscaping and screening 6. Utilities 7. snow removal 8. natural features and their protection and enhancement 9. topography and its maintenance 10. compatibility of architecture with surrounding area c. An Environmental Impact Statement in accordance with Appendix A of the Salem Subdivision Regulations III Procedure The Planning Board shall, within 7 days after the filing of this application, transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty-five (35) days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may, as a condition of approval, require that the applicant give effective notice to prospective purchasers, by signs or by recording the special permit at the Registry of Deeds, of the conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. Urban Development Action Group By: Sig ature of Applicant Donald R. Burnham A gi st /bl . 19RR Date Fee Paid: M18WP Ctv of ittlem, ttssttr�useffs ;o s �lalmin� �nax� One Salem Green .�1 DECISION o � caa Site Plan Review Special Permit r Urban Development Action Group s y� c/o Donald Burnham 5 Pirates Lane = Gloucester, MA 01930 = m RE: Conant Court - 90 Washington Street On Thursday, September 8, 1988, the Planning Board of the City of Salem held a public hearing regarding the application of the Urban Development Action Group, 5 Pirates Lane, Gloucester, MA for a Special permit under Section R, Site Plan Review, of the Salem Zoning Ordinance, for the construction of sixty-nine (69) residential units at 90 Washington Street. At a regularly scheduled meeting of the Planning Board held on September 29, 1988, the Board voted by a vote of seven in favor, none opposed, to approve the application as complying with the requirements of a Special Permit, subject to the following conditions: 1 . Conformance with Plan Work shall conform to plan entitled, "Conant Court, Site Development Plan", dated August 10, 1988. 2 . Amendments Anv amendments to site plans shall require the approval of the City Planner. 3 . Signage Signage shall be reviewed and approved by the SRA, DRB and City Planner. 4. Maintenance Refuse removal , ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. 5. Landscaping Landscaping of the site shall conform to plan entitled "Site/Landscape Plan, Conant Court", dated May 3, 1988, prepared by Robert L. Ossman, Landscape Architect. a. Trees shall be a minimum of 4" caliper. Shrubs shall be a minimum diameter of 2' . b. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. c . There shall be no storage of snow on landscaped areas. 6. Board of Health Board of Health requirements shall be strictly adhered to. 7. Parking The developer shall work with the City Planner and Planning Department to'I address the need for additional parking to service the proposed resideeti=Y . . units. Such parking shall be provided in locations as required by the P1'9W&ing Department, and may include the so—called Sewall Street parking lot and CbsAreh Street lot . 8. Parking a. The developer through the condominium documents, shall require the Condominium Association to purchase fifty (50) parking stickers for utilization of municipal facilities. b. If economically feasible, the developer shall construct a second level of parking under the residential building and eliminate the 10 on—grade spaces to provide additional commercial space. At that time, the developer shall submit such revisions to the Planning Board for their review and approval . 9. Linkage — The developer shall immediately begin to work with the City on a downtown.=. linkage program, to be mutually agreed upon by the developer and the City of .Salem. 10. Construction Practices All construction shall be carried out 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. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. 11 . As—Built Plans As—built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted prior to the issuance of Certificates of Occupancy. 12. Violations Violations of any of these conditions shall result in revocation of this permit by the Planning Board. This Special Permit shall not take effect until a copy of this decision boartng � Iu' it/J /(/igIIGA 0( the Cliy 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 indes under the name of the owner of record or is recorded and noted on the owner' s Certificate of Title. The fee for recording or registering shall be by the owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. GUa ,c.3 Fiatxt,?L , Walter B. Power, III J2249 Chairman ^EB > � 1g89 BENEFICIAL MASSACHUSETTS INC. 400 Bellevue Parkway Wilmington, DE 19809 (201) 781-3127 February 7 , 1989 CERTIFIED MAIL Urban DeveloD_ ment Action Group Inc. C/O Decan Associates Attention: Mr. Donald Burnham 8 Front Street Salem, Massachusetts 01970 RE: Premises at 90 Washington Street, in the City of Salem, Essex County, MA Dear Landlord: We have been informally advised that you are successor to the right, title and interest of Town House Sq. Realty Trust through chain of title. Reference is made to the Lease dated March 9 , 1984 , between _you, as Landlord, and the undersigned, formerly known as Beneficial Finance Co. of Massachusetts, as Tenant, for subject premises more particularly described in said lease. in accordance with the provisions of said Lease, the undersigned hereby exercises the option to extend conferred upon said tenant under the terms of said Lease for an additional term of five_(5) years commencing June 1, 1989 , at a monthly rent of• $775. 00, all other terms and conditions of said extension term being the same as now are in effect. Very Truly Yours, BENEFICIAL MASSACHUSETTS -James D. Harris AUTHORIZED REPRESENTATIVE C--: CD 2'-'_FT_nD MI TO: Town House Sq. Realty Trsst 234 Essex St. P. O. Box 166 Town House Square Salem, Massachusetts 01970 C !:;25;90 15: 44 2aGE GF_ LESSOR CONSENT LESSOR : URBAN DEVELOPMENT ACTION GROUP, INC . , Successor In Interest to Urban DBVeloDment Action Group, assignee from Carl M. Harris, Trustee of Town House Square Realty Trust LESSEE : SUNDAY'S , INC. , d/b/a FINKLE 'S RESTAURANT ASSIGNEE : 90 WASHINGTON STREET, LTD . DATE OF LEASE : OCTOBER 1 , 1985 PREMISES : 90 Washington Street , Salem, MA containing approximately 3,500 SF The undersigned LESSOR hereby consents to the assignment of said lease from SUNDAY'S, INC. to 90 WASHINGTON STREET, LTD. May 12 , 1988 LESSOR: URBAN DEVELOPMENT ACTION GROUP , INC. By NABURNHAM, Prealdent ti 3_ !25,190 15: 44 PAGE 01' 'ia ' C•;k� 'R ' . .. •. �' ,•'-: Anandulunc or LeeRu Lessor: Carl M, Harri..s, Truatee of Tnwn (louse Square laon1 Ly '1•1.uat Loosee: Suod&ys, Inc. doing businenn us Finkle's Ror,tuurant. 1. Assigned artd pro6ant holder or Llucsor's LZterest: Urban Development Action Group, a Mallnnchusetts partnership. Doto of LapldoOctober 1, l98S Frtlaisas: "90 Washington Street, $81t1a, +o".%chusetts containing appret,iiraatelY 31500 square feet, " Te17: -. Five �Qpra comm"ncing Pctohe.r J , 1985 with option to extend- . 1) 'The..nroresaid leu::c is hereby amoijkled to provldc that no rent shall be due and pgynble *for' the, tloriod comxrlucing DEceubct• 15, MG sad concinuipr throuah,September 30, 1990. $) The aforesaid lease ir• hereby fuM1111• m,,fended to provide Lilac, in the evaot that the Lapse* anaJJ Vxurcisc the opt;nn to extend tl:n Lenge ns Provided 1horfin;', `no rent ahal) be due and p,,yl;hlr, or thht port,i.on of tine etctCJtido4 'peri9d prior. eb porraber 15, 1951 . 3) Aa 4449 Wnded the 41forosaid Leanr :u hereby arfirmed Lind •q� )'��J41i�hdd. JJl witJte;a whereof thu e?teCptod,. aosParties hnrvato have esus, d tJ:e$e presents to be and d od •.;.,;:'t'."•,•.;,'.. RSi 1�,Sltu ' bY their r tepeCtive duly authorized rJ {oagrttati��,i thti ' nY of Decemlu,r 1986. ^L . /j 8Y � Jy ' Carl A. Harris, Tveaeurev UrUiin ormant Action Group , parcnar 1 ' y .S 1 IIJK 8703P611a \" NOTICE OF LE.'.SE Notice is hereby given, pursuant to General Laws Chapter 183. Section 4, as amended, of the following described Lease: LANDLORD: Carl M. Harris, Trustee of Townhouse Square Realty Trust (formerly Ethel Realty Trust) u/d/t dated 76 �/ recorded with Essex Registry of Deeds book 5760 Page 329, as amended. TENANT: Sundays Inc., a Massachusetts corporation. DATE OF LEASE: October 1. 1985• DESCRIPTION OF LEASED PREIMISES: A portion of the first floor of the building known as and numbered 90 Washington Street, Salem. Essex County. Maasachmaects. which premises cant-45P0 square feet. molt or less, together with the oaseaent apace, COMMEND 11 DATE AND TERM OF LEASE: 77 J Lease Term commenced on October 1, 1985 and will c.y expire September 30, 1990. '- E(TENSIONS: Tenant shall have the right to extend the term of the Lease for one five-year period from October 1, 1990 to September 30, 1995 by giving ninety (90) days written notice Prior to the expiration of the initial tetra, as set forth in the Lease. 0 0 EXECUTED es a sealed Massachusetts instrument. o c.n N LANDLO TENANT: tp SLT NC. ey: S C M. IS, 7RU t TOWN HOUSE SQUARE REALTY TRUST 2 _ i I uae 8703PE115 COM.MOWFALTH-OF MPSAC.S=) QQ Cowry OF 1 ,41986 Then personally appeared Carl M. Harris, Trustee• and acknowledged the Foregoing Notice of Lease to be his free act and deed as Trustee. before me. NN ARY PCBLI My Commission Fxpires/—;-�'Fk i I _ COUNTY OLLTH�QF ,2S' M ) i coutrrY of � ) ��986 i Than personally appe ' or Sundays Inc.. and acknowledged the foregoing Notice of Lease to be the free i act and deed of said corporation, before we. I ' BLI My Co ifzion Expiteqr—A�a' Z " II 3JB1f YISQ�wYY \ II COLLATERAL ASSIGNMENT OF LEASE FOR GOOD AND VALUABLE CONSIDERATION, the receipt antl sufficiency of which are acknowledged, URBAN ACTION GROUP, g DEVELOPMLNT INC. , a Massachusetts corporation having an usual place of business at 8 Front Street, Salem, Massachusetts, (hereinafter the "Assignor") hereby grants, assigns and transfers to WINTHROP SAVINGS BANK, a Massachusetts banking corporation with its principal executl ve offices at JS Bartlett Road. Winthrop, Massachusetts. I . (hereinafter the "Bank") all of the Assignor's right, title and interest in and to all leases, tenancies and Occupancies ' whether written Or not, which have bee. entered into, or may, At any time in the future be entered into regarding any parcel or premises described in the,,Assignor's Mortgage and Security Agreement (hereinafter, the "Mortgage') to the Bank this date and recorded with Esse. South Registry of Deeds herewith or regarding any part or portion of such parcel or premises 1' located at 90-102 Washington Street and 236-242 Esse. Street, ,o Salem, Massachusetts, (all of which is collectively referretl to hereinafter as the "Premises'), together with all rent, income and profit arising out of such leases and all rent, income and profit arising out of the use and occupation of the Premises. 1. ASSIGNMENT AS SECURITY the within assignment is to secure (i) Assignor's performance of any and all Liabilities (as defined in the Mortgage) to the Bank, including, but not limited to [he Assignor's 5250,000 Commercial Real Estate Promissory Note of C even date, and any extensions or renewals thereof; and (ii) the payment and performance of any and all liabilities, obligations and indebtedness, past, present and Future, of the Assignor to the Bank. 2. ASSIGNOR'S REPRESENTATIONS WARRANTIES AND COVENANTS 2-1. The Assignor represents that no rent on any portion of the Premises has been assigned or anticipated. 2-2. The Assignor represents that no lease, occupancy or tenancy is in default under any of its terms, or covenants, or conditions. 2-3. The Assignor covenants that it will not collect any rent, income or profit on account of any lease tenancy or occupancy of the Premises in advance of the time when such becomes due. 2-4. The Assignor will not make any other assignment of the Assignor's rights under any lease tenancy or occupancy of Premises. i 9 B3Js 3794pZ41 I p COLLATERAL ASSIGNMENT OF LEASE/Pape 1 7 7-5. The Assignor will neither1 ac cePt the surr y termmotljfy the I antler or earl a terms nor or occupancy of the Prem' i^n of any lease consent of Ises except upon the r tenancy the Bank. prior written signor W311 Premises They aPortion thereof,t enter into any lease of the Premises or he consent of the Bank, except upon the prtipr written 2-7. The Assignor will promptly furnjsh copy of each and Bank Prem every lease o<cu an the with a Promises into which the Assignor ° ey from tenancy of 9 may enter from the Time to time. 2-8. rhe Assignor nor will undertake all such actions az n ay be requested by the Bank in furtherance pf the lender hereunder. rights of the 2-9. The Assignor will Promptly advise the Bank euants regarding the premises and tenancies and thereof which may h of all such tenancies. y aue a material effect u Occupancies ^saes Pon the premises or 3. TERMS AND CONDITIONS 3-1. Unless and until any default under an described Note, the any or Gua ra nt any liabilit of Y of the atop, hope y the Assignor to the y Or any default under the full right to make Bank, the Assignor shall collect, when due, all rent, Profit from the Premises antl the Premises to which the Assignor is ncomed Profits arising [o 9 out of may. at its 3-2. Upon or at any time after such default, the Bank or withou of the lz,Lrity,on withoueither notice ;nand without regard to the adequacy t brio Person or by agent, with appointed by a bringing any ion or pr°seeding, or by a retailer Portion thereof and ho Possession of the Premises or on such terms and for such manage, lease and any I Proper and, Period of time es Operate the same demand, with or wjthcut takingthe Bank may deem sue for, or otherwjse collect sallesSsOrents,the Premises n of Profits of the Premises, including those income and ws th full power to make from Past due and un alterations, renouations, ^"' time to time pard' proper to and apply and replacement as suet the Bank, pply such rens, Y seem to Payment of all expenses of g' Income,rad .,.,e..,•,� maintains n9 the mena to Profits retaining Premises ses•t h ell expenses incident to (aria antl "�'••^ 9 Possession of fee for the Bank, ' Premises, (includin 9 and Indebtedness and the princi al, 9 a management "°'^•+'� and liabilities of p interest antl such order of prjorjt the gssignor to the Other this paragraph as the asBank a;� itsthe items ment ioned jn �.. sole discretion ,nay I I J II =oat 376442 COLLATERAL ASSIGNMENT OF LEASE/Page 3 I� � li determine, any. statute notwithstanding. law, custom or usage to the contrary 3-3. The Bank shall not be liable for by Assignor resulting From the Sank any loss Sustained Premises or from an s failure to let Lhe managing the y other act or omis Slon of the Bank in premises unless such� loss is caused by the I willful misconduct and bad faith of the Bank. Nor shall the I� Bank undertake to perform or discharge any obligation, duty or liability under any lease, tenancy or occupancy or under or by IIreason of this as and Assignor agrees to indemnifythe Bank for, and to hold the Bank harm loss or damage which may be incurred l under ran any liability, or occupancy or under or by reason of y lease, tenancy any claims an demands this assignment and from Lender 6y reason of an which may be asserted against the Perform or dischar a arse alleged obligations or undertakings to _ contained in an g y of the terms, covenants or agreements ancy or that the Bank ince rse any ensuch liability ncy.underIm the event ny lease- tenancy or Occupancy, or under or by reason of this assignment or in defense of any such claims or demands, the amount thereof, including costs, expenses and reasonable attorneys' Fees shall be Secured by this assignment. and Assignor shall reimburse the Bank therefor immediately upon demand and upon the failure of Assignor to fO do the Bank ma declare all sums Secured by this agnments immediatelyat his option, and payable. assignment 3-4. It is further understood that this assignment shall not operate to place responsibility for the control, care. management or repair of the premises upon the Bank, nor shall it operate to make the Bank responsible or liable For any waste committed on the property by the Parties, or for any dangerous s or any other Premises. gerous or dfFor condition of the or for e any negligence in the management, upkeep, repair or control of the premises. 3-5. No delay by the Bank in the exercise of its rights hereunder shall waiver by the Bank constitute a waiver of such rights. The which of any default hereunder, or of any default would entitle the Bank to exercise its rights hereunder shall not constitute a waiver of any subsequent default. and 3-6. This Assignment shall be binding upon , all successors, the Assignor Assi assigns and representatives of the Assignor. This Rssignment shall inure to the benefit of .the Bank, its successors and assigns. :.,e.m.s.e. IN WITNESS WHEREOF the said URBAN DEVELOPMENT ACTION GROUP, INC. has caused its corporate seal to be hereto affixed �Y and these presents to be signetl, acknowledged and delivered in 1 1 can 9764K343 COLLATERAL ASSIGNMENT OF LEASE/Page 4 Its name and behalf by Donald R. Burnham, its Prez idrnf and 19885 urer hereto duly authorized, this 26th day 1988 of October, WITNESS Signed in my presence URBAN DEVELOPMENT ACTION CROUP, INC. •�- \ by. �Yn_ Deu] .. qnY les- �'z✓`� (wi nest) Donald R. Burnham President and Treasurer .i i i COMMONWEALTH OF MASSACHUSETTS Ez sex, ss October 26, 1988 Then personally appeared the above named Donald R. Burnham, President and Treasurer as aforesaid, and iIac Ynowledged the foregoing instrument to be the free act and deed of the Urban Development Ac t�eTS , /Inc fore me, [\t i j avid L. An elei, otary Public My Commis iolr-Expires: 11/21/91 :TNWPf•.u � R.�'L�.0 a•�p es Y• •® PAGE 02 77Q(f •••••. .nee ,.nArla 17 THIS INDENTURE MA27E the thousand nloe hundred and aighty—five �l day of October is the reu ens Carl M. Harris, Trustee of the Town House Square Realty Trust (hereinaftcr alltd the Lessor which expression shall include his hcirs and s.tigtu where the mntcxt so edmlts) of the cos part, sad Sundays, Inc. , doing business as Finkle's Restaurant (hereinaftcr Called the Lessee which expression shall include its contcu so admits) of the other part, � w'' ref°'e sad uaigw wbuc the WITNESSETH,Mul in considcntioa of the tent and covenants hereia raetvcd and cants ned onthe part of the Less to be paid, Pcrformsd and obseeved, the Lessor do hereby demise And Imm unto theLessee the Less , The premises presently occupied by Lessee at 90 Washington Street,Salem, containing approximately 3500 square feet, together �w,tt ccess to the cellar to maintain utilities and use the restrocmWlffl with the right to maintain ated, and heating and air conditioning equipment and compressors presently located on the roof of said premises. are to be used for the operation of a restaurant. Said premises i TO HAVE AND TO HOLD the peesnlscs hereby dctnlsed unto the Lawe the wren of five (5) years begioniog with the first day of - in the ORE thoussad nice hundred and 1986 1a+ TIET.DtNG AND PAYING theeefor the yeesly rent of 'THIRTY—SIX THOUSAND---:----_ dstllue daring the AN& team. -----------� THREE TROUSAXD--�_— by e"I mthly txlmmts of Milan m she first om day of each aoneh axtenaea rage z. dal of ::0. a..d a.ro at theleas] dtterminitinn of rhvs7eauc a prupv4tia7ate - pen of the said rent for any pen of a then uncspired. And the leasee do hereby, both individually and at A firm, cormant with the Lessor thai the Lessee during the said tens and (or such futthet time As or any Other person ar persons claiming under shall hold the said premises or any pact thateof, will pay uasn also Leaver the said sent at the times, and in the meatier aforeuid (except ►s hereinafter provided), and will keep sit and uo;uier the said premises in such repair, order and candithou as the carie are in at the commeocemeat of said term, or may be put in during the continuance thereof, damage by Eco or other unavoidable cesttslry only excepted. PAGE 03 and will r al charges (cc water, may or to P restaurant a ` cotnpfrabllek qua and rYDc s*t sssign this Lcasc sae underlet the whole eoOriWcR7[t of the said remind without fust obtahun xmx KMAKICa the casmt in writing of the lessor and will not permit my hole to be drilled or made in the ,terse or brickwork of the said building or any placed or sign to be placed upon the butldtdM. except such and in Such pine and manner As shall have hist been approved in writing by the Leuor ; And will keep good, with glass of the same kind And quality as that which may be injured or "CIL, all the glass sow Of beraita in the premises, unless the same ,hall be broken by Err, acknowledging that the premises ate now in good order and the glass whole and will deiray all the expenses of emptying and cleaning the drains Lad Cesspools, and will !ave the Lame empty; std at the expiration of the said terra will remove its goods and t8ecu and those of all perswu claiming under it , and will peaceably yield up to Use leaser ,be said premiss, and all erections and additions made to or upon the same, �in good repair, order And condition in all respects, damage by file or other unavoidable casualty excepted; and during the said teras,, and Such further time AS aforesaid, the Said prernisa shall mot be overloaded, damaged or defaced; and no trade or Occupation shill be carried on upon the said premises of use made thereof which thall be unlawful, improper, noisy, or odensivc, or coarrary to any law of the Commonwealth or ordinance at by.law for she time being in force, of the city of town in which the pranisa are situsled, or injurious to any person or pmperq; and no Cell or thing shall be door upon'the said premises which may make void of voidable sty insurance of the said premise or building against hue, ear may resider Lay increased or extra premium payable for any such inaurance; end no additions or alteration to or upas the said prcmism shall be made without the consent in writing of the Lamy ; and the Lessor or agents may during the Laid term, at rnsoro- able times, enter to view the said prpnisa, and may remove placards and signs not approved and affixed as herein pro vided, And may make repairs sad sitersoom if should elect to to do, and may show she laid premiss and building to othrre, and as may time within shore months next before the expiration of the said term may affix to any saitsble put of �. ••yr .v..wi.ra . wnev res. terrine rk selling elle said weraises or buildinA, gad keep sbr same an affixed without hind. the Said premita s notice for letting cc selling the said premiss or building, and keep the same So armed with" hind. mace or molestarioa; and any notice from the Lessor to the Lessee rclaong m the demised premiss, or the Occupancy thereof, shall ber deemed duly send if Itit a the derailed premiss addressed to the lessee. . PROVIDED ALWAYS,chat in ase the Said premises, of say part there*(, or the whole or Lay pus of the building at which they are a par; shall be taken for goy street or other public use, or Shall be dc*tmytd or damaged by fire of unavoidable casualty, ac by the action of the city or other luthorltiu, or Shall receive any direct er oof coasequeotial damage for which the lessor or the Last, $hall tootled ompensation by reason of Anything lawfully done in pursuance of my public suNoriry. Lits she aeeutian h the eaplrgtdoq Of ihs_ said_etyma.. 1 j dA, term Shall terminate at lire tfeai*a •of the sof t such election may be made in cure Of any Such taking, notwith- stunding the tatire interest of the LeLaot ha divested by such taking, And if ,ball nes so elect, Uwa in CAN Of say sash taking or dattuction of, a the demistdremi p se; rendering the same or say part thereof unfit for use and occupatioq a just'( prop* the t herc(abefure reser,et4 according to the nature and extent of the injury susssiacd by the dpaimd premises, hall tied or gbatcd until the demised taking, what may remain thereof, shill have P open condition for use sad ociOccupation.prcm:sq er io cue of such q PROVIDED ALSO, and lhse pratots a u conditi*n, dill if the Lessee shall neglect of (ail to perform as observe any of the rovenanu contained in Lht pc and on Pact'ao be performed or observed or if the mute hereby anted shad) be retest* on, or by other process of 'law, or d the LeSsee Shall be declared bankrupt or insolvent accofdiag to law, y alignment shall be Made of property tot the benefit of creditors, that' sad in any of the said withstanding any license of say tomer breach of covenant at waive Of the beaefis here*( or consent in g fog ace), the Leaser lawfully truly. immediately, or at May time thertalter, and without dmuati or sorter, pater in upon the said premises or any put thereof fa the name of the whole, and repossess she Simi as of fo e, and expel the Lessee and dorsa claiming thtovgh or uadtr and remove ,c6rcts (forcibly, if necessary) without being, droned guilty of La manner of trespass, and without prejudice to at lemedis which might otherwise be used lot urcsta of rasa or preced. ing breach of covessan; and upon entry AS, of d this Lease shall determine; and the Lessee coreo.ot that in cue of Suds terntinati*a will indemnify she sgainas ail loss *( ran[ and other payment which may iflclar by reason of such teminatioo during the pt'' Of the time first above Specified (or the duration of the said term. sUK txcenaeo rage• a. i dAltlt9(pQXXX Lessee snail nave'the option to extend thie Lease for an additional perio of five (5) years on the same terms and conditions by giving notice in writing of it's intent ninety (90) da s prior to...tht...expiTativn••-ot•-the••present•••term:••1rtm rental for the said extension perio shall be fair market value as determined yearly by the parties hereto. In the event he patt3ec•-aro..uFlable•to••egree•••i;ragy.yepty each shall choose an appraise who all then determine fair market value for the then currant year. If the app ai r are,,,unable...ta..AZxxq.,....they.--%ball...than chase a third appraiser who's deter i shall be final and binding upon all parties. IN WITNESS WHEREOF, the said have hereunto set their hands and common seal the day and year first abov ep, i i .........................Sal em ., .. ............................. i Y ............."................................................._.............. _ Lcssee Sundays,Inc:f dba einkle's_Restaurant m Carl M.Harris,Tr. of in Lessor Town House Square Realty Trust a ....................................._....................... m s... .1.QP.4.,A.Q.......per month 36,000.00• r ..............._.........Pee year s Term .........five years _. ....................................................... Commenting .......................................... 19-....... From the office of y Berkal,Stelman 6 Davern A. 76 Lynde St. Salem, HA 01970 745-4010 RETURN TO Ho...•WARRIW. fW. PUBLit""t/TIRY�Lgs F~' OR./RN • M.,... Forth 17 a R[Vflm 1VMt, 1li6 _ t ARENC® GROUP ARCHITECTS ENGINEERS CONTRACTORS ENDICOTT CENTER SALEM, MA This correspondence is directed toward those entities or persons who may be considering or reviewing the purchase of Endicott Center Building in April 1990 . ARENCO Group is an experienced design build general contractor located in Amherst , New Hampshire . For the past five months we have been working on the preliminary design, estimating and ongoing construction aspects of Endicott Center for the Bank of New England. Specifically, we have scrutinized the existing structure with regards to building code compliance and necessary rework and have formulated the costs involved with completing the building similar to its original intended posture . Moreover , we have optimized layouts to achieve maximum leasable/usable square footage for an office environment . Overall , we have investigated all that is necessary to bring the project to a usable and marketable asset . we are very amenable to discussing the aforementioned and the benefits of our inclusion in this endeavor should you be interested in purchasing the property. Sincerely, A'ENCO GROUP , INC . �'( l James M. Peters JMP/cmg 110 Ponemah Rd. Amherst, NH 03031 (603) 672-2900 IAI syr CoLC +RI� �Tu« I i I a i �_ i F, l �, of 6alem, f aggacbUS;ettg Public Prupertp Mepartment e �3uilbing Mcpartment (One balem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer 532- Z5700 August .1, 1989, c,T01-1E WRLLESTnJ PeterLeahy;=Vice--President Bank of'`New England Essex 1 Essex Center Drive Peabody, MA. 01960 - RE: Endicott C ent�er Townhouse Square Salem MAS. Dear Mr:Leahv-:— This office has been informed that all construction at the above refer- enced property has been stopped. Upon receiving this information, I inspected the property and found it to be of an unsafe nature. Open shafts, open stairwells, holes in basement floor z filled with water and no guard rail, building open to weather, sheathing on outside walls not protected from weather, flammable debris on all floors, this puts you in violation of Massachusetts State Building Code Section 123.1 Unsafe Structures; Section 104.1 Maintenance; Section 1306.0 Protection of Public and Workmen. All these violations are subject to fines and imprisonment or both for each violation for each day it continues. You have until 12:00 p.m. on the day following this notice to correct these violations. Failure to do so will result in this office taking legal action against you. If I can be of any help, please contact me at this office. Sincerely, _ / James D. Santo Assistant Building Inspector JDS/jmh c.c. City Solicitor Ward Councillor Lawlor Corporation FAX # (603 ) 672-4436 ARENCO GROUP ARCHITECTS ENGINEERS CONTRACTORS FAX TRANSMITTAL SHEET DATE: COMPANY:FROM: TOTAL PAGES ( INCLUDING COVER SHEET) : IS__ _ n o � c � II a O A O F(1 AJ teD m< ry P c 1 UY1rn 1 VLt 1-) /x� _ c, 0; L1V V L l� L.lJ�1l�f'lOn/� � '0 dJ1(L cc �[�Q,� 1.10 Ponemah Rd. Amherst, NH 03031 (603) 672-2900 11/28/89 13!38 FAX 617 376 2089 BAB-FAR EQUIP. 2001 BA m- r- ■ ice.; ., .,O ,... -, DATE 11 ` aP-'9 ATTENTION M o Ke REMARKS j11�-<( 5p�ci6:c4Eie,�a 0 o� c r n rn GXD - r--- n m< tV n 3 � y � y N GO NUMBER OF PAGES SENT. ( COVER SHEET IS FIRST PAGE) 65 Main S!reE: =.J. Aux M1111S, MaSsaChuse;ts 0,2054 Telephone (505) 375.5600 (G17) ,2355-6700 - r SPECIFICA"M Modal ( i _ AH-9 Width ... 35" Length — ._ 74„ Height W'o Wheels 351, Avprox.Weight 7660 CfM 6,000 8,2 Max. BTU 990,000 1,500 =. Max. Discharge Temp. 210' 21 Max. Propane (Gal. nor hY.) 10.6 irL '• Max. Natural Gas {Cu. Ft, per hr.) 1,000 1,5 Fuel Types Natural or Propane Gas x ; ^� Liquid Propane Only "r Motor Horsepower g Phase 1 1 >T Voltage 220 22C Minimum Breaker ;ire lamprragel 30 3L Operating Amperayr. 220V 16.5 16.i Optional Wheels x x Optional Trailer x x Remote Temperature controls are optionel Duct Size 16.1/8 x 18.7/8 19-1- .. ,.- 1 — AH Models are available only as low pressure gas heaters 2 - DF 12, 16 and 24 can be ordered as low pressure gas heaters or liquid propane heater and cannot be converted in field 3 —Wire size, nLmbar 10 to 200 it. — number 6 exceeding 200 ft. le 4 — Gas pressure requiraments National gas minimum 6" at Heater — Maximum 10 lbs- Propanegas minimum 4" at Heater --Maximum 10 lbs. Liquid propane minimum: 1516s. at Hater —Maximum; tank p, 5 — Adaptors optional for round duct avaqblc fsil models. co � C Cm N All liqu, If Z� O CZ CIO s ti FAX # (603 ) 672-4436 ARENCO GROUP ARCHITECTS ENGINEERS CONTRACTORS FAX TRANSMITTAL SHEET DATE: TO: --511_�L�� __LLL__ 5�------------------------- COMPANY; _ C��44_ --------------- FROM: -------------FROM: RE: TOTAL PAGES ( INCLUDING COVER SHEET) : cs� 110 Ponemah Rd. Amherst, NH 03031 (603) 672-2900 16:43 FAX 617 376 2089 BAB—FAR EQUIP. a ool Y �4 ;Ff �• a mffwc r . r,: r t I Dimensions Lengtha 841 :. • �I Llp4 ,' a Hei qht 26 36 42 ��i°`�i� ��4 �',_ a' � • ::a d. as : • :aa aaa •aaa np aae aaaaa ;; P 152 922 837 RECEIPT FOR CERTIFIED MAIL NOINSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) Sent g ( St and L L P.O. tate d ZIP Code Postage J Y(�(S V v Certified Fee Special Delivery Fee R@stncled Delivery Fee -Return Receipt showing to whom and Date Delivered N Return Receipt showing to whom, Date, and Address of Delivery d j TOTAL Postage and Fees S 71 o Postmark or Date Co OG E 0 ANOWN LL N 6 STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES. (see front) le If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving receipt attached and present the article at a post office service window or hand it to your rural carrier. (no extra charge) 2. If you de not want this receipt postmarked,stick the gummed stub to the right of the return address of the article,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 an a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends it 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 appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if you.make inquiry. � . = u.S.G.P.G. 1988-217132 • SENDER: Complete items t 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. Failureto do this will prevent this card from being returned to you.The return recei t tee will provide ou the name of the arson delivered to and the date of delivery.Fora niona ees the following services are avec a e. onsu t postmaster Tor ��%eeesi—flan cneeCK ox es for additional serviceisl requested. 1. 1,9 Show to whom delivered, date, and addressee's address. 2. ❑ Restricted Delivery ` (Extra charge) (arra charge) 3. Article Addressed to:re:iEytd Cat.,_. en+er.: 4. Article Number ?e&r Leohy, (A'6 e -PresIJei�t Type of Service: lacnK oEl lI Registered F-1insured / /r pi Certified ElcoDipp / ESS2X CC�j�fer //�. El Mail E] rn Race t for Merchandise Always obtain signature of addressee Peabockll MA. O/L?&p or agent and DATE DELIVERED. 5. 6jgnaVire —Address B. Addressee's Address (ONLY if X U �k( Of New requested and fee paid) 6. ig re —lirqet p� 7 Peabody, JJMA 0196 1 1 S Form 38 11,Mar. 1.988 • U.S:G.P.O. 4988-212-865 DOMESTIC RETURN RECEIPT "1 Ib UNITED STATES POSTAL SERVICE I I I P OFFICIAL BUSINESS SENDER name,INSTRUCTIONS in the your name,address end ZIP Code • the apace below. • Complete Items 1,2,3,and 4 on the � U.S MAIL reverse. tttttttttttttttttb • Attach to from of articleH space permits, othennlss affixxto beck of article. PENALTY FOR PRIVATE • Endorse article "Return Receipt USE, 9300 Requested"adjacent to number. - RETURN Print Sender's name, address, and ZIP Code in the space below. TO r 1 Id � I r �A - aa z \\\ 2 / ` d § � , . j / S x�,5 ` �� wa8�� 4 S� y ':i t.�, �� ' }� •:1�..a ' � .rYy Ft �. \�, ._ ' .! r F .�\ �- � ti � w FOLAROIDO 4 �� ,\� ` ��1`x,." ,, ` ` ,a , : "'� ' � ��,.;t.. - ��, NA t � � 2.S �` < ��ƒ\ : � ^ \ ��. - 2 �:k/ \ �� . ��. \ ��: t a, , z \ � � , \ �� . < \/ �� , Cite of 6atem, Aaaacbugettg J)ublic Propertp ]Department Nuilbing Mepartment ent balem &teen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 1, 1989 Peter Leahy, Vice President _] Bank of New England Essex 1 Essex Center Drive / "� , �,}✓ Peabody, MA. 01960 `Y RE: Endicott Center Townhouse Square Salem, MA. Dear Mr. Leahy: This office has been informed that all construction at the above refer- enced property has been stopped. Upon receiving this information, I inspected the property and found it to be of an unsafe nature. Open shafts, open stairwells, holes in basement floor i filled with water and no guard rail, building open to weather, sheathing on outside walls not protected from weather, flammable debris on all .floors, this puts you in violation of Massachusetts State Building Code Section 123.1 Unsafe Structures; Section 104.1 Maintenance; Section 1306.0 Protection of Public and Workmen. All these violations are subject to fines and imprisonment or both • for each violation for each day it continues. You have until 12:00 p.m. on the day following this notice to correct these violations. Failure to do so will result in this office taking legal action against you. If I can be of any help, please contact me at this office. Sincerely, (;,7 James D. Santo Assistant Building Inspector JDS/jmh c.c. City Solicitor Ward Councillor Lawlor.Corporation ��2 f ��'��. � �� 6s� ,�12``� _;y�' P 038 763 518 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL , See Rev ls )/ L t Sent tof�Cs� - Street and N sse� Cep-fer ��. P.O.;Stgtea dZIP Code a't '^ Pcage Y /� L fSl Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Date Delivered N eturn Receipt showmg to whom, Date.antl Address of Delivery d j TOTAL Postage and Fees S '7 67D L` X 0 Postmark or Date 9 E 0 LL N 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 it 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 article,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 appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if you make inquiry. o U.S.G.P.O.1988-217-132 • 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 the name of the erson delivered to and the date of deliver .Fore additional al fees the followmg services are avai a e. onsu t postmastr.i or es an chi,c ox es for additional servicelsl requested. 1. Show to whom delivered, date, and addressee's address. 2. ❑ Restricted Delivery (Extra charge) (Extra charge) 3. Article Addressed to: 4. Article Number //5. Julie 6t)Q lleskri �QnK D� N?UJ EnQ 11?01i Type of Service: �7 oU( ❑ Registered ❑ Insured / t.55ex `'e/)far �' Certified ❑ COD �'f/�. r7/gG ❑ Express Mail ❑ Return Receipt vaboty'/, for Merchandise___ _ [/ �9' / Always obtain signature of addressee /4e.(;/]r1.ZOC C C e,2).er— "SG�B/r, HIq• or agent and DATE DELIVERED. 5. Signature— Address S. Addressee's Address (ONLY if X requested and fee paid) 6. Signature — Agent flu° It X 14,7 7. DatA,ofiDeliv'eryx �. Peabody PS Form 38 11, Mar. 1988 • U.S.G.P.O. 1988-212-865 DOMESTIC RETURN RECEI UNITED STATES POSTAL SERVICE I I (I I OFFICIAL BUSINESS SENDER INSTRUCTIONS adders and NS Print your nems,address end 21P Code In the space below. • Complete Items 1,2,3,and 4 on the � reveres. U.SO • Attach to front of article B space permits, otherwise affix to beck of article. PENALTY FOR PRIVATE • Endorse article "Return Receipt USE, $300 Requested"adjacent to number. RETURN / / G Print Sender's name, address, and 21P Code in the space�below. (71L TO / , KO�—� /I-C�. /" / J 3 °�P Citp of *altm, Aag9aCbU2;ett2; q r Public Propertp Mepartment Wuilbing Mepartment One balem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer November 2, 1989 Ms. Julie Walleston Bank of New England 1 Essex Center Drive Peabody, MA. 01960 RE: Endicott Center, Town House fSquare �34_Essex_Street___,, Salan,__MA. Dear Ms. Walleston: This office has been informed that the above referenced property's owner- ship has been transferred to Bank of New England. At this time, we are notifying you that the violations listed in the enclosed letter dated August 1, 1989 still exist. As the owner, it is your responsibility to correct the violations. These violations are subject to fines, imprisonment, or both for each violation and for each day the continue. They must be corrected within the next fourteen (14) days or legal action shall be taken against the bank. You may contact me at this office if I may be of any assistance to you. Sincerely, f � - /James D. Santo Assistant Building Inspector c.c. City Clerk City Solicitor Ward Councillor JDS/jmh Citp of *atemt ,1ag5aCbU.9ett2; Public Property department �3uilbing department One balem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 1, 1989 Peter Leahy, Vice President Bank of New England Essex 1 Essex Center Drive Peabody, MA. 01960 RE: Endicott Center Townhouse Square Salem, MA. Dear Mr. Leahy: This office has been informed that all construction at the above refer- enced property has been stopped. Upon receiving this information, I inspected the property and found it to be of an unsafe nature. Open shafts, open stairwells, holes in basement floor z filled with water and no guard rail, building open to weather, sheathing on outside walls not protected from weather, flammable debris on all floors, this puts you in violation of Massachusetts State Building Code Section 123.1 Unsafe Structures; Section 104.1 Maintenance; Section 1306.0 Protection of Public and Workmen. All these violations are subject to fines and imprisonment or both for each violation for each day it continues. You have until 12:00 p.m. on the day following this notice to correct these violations. Failure to do so will result in this office taking legal action against you. If I can be of any help, please contact me at this office. Sincerely, James D. Santo Assistant Building Inspector JDS/jmh c.c. City Solicitor Ward Councillor Lawlor Corporation 780 CMR: STATE BUILDING CODE COMMISSION stop-work order, except such work as he is directed by the building official to perform to remove a violation of unsafe con- ditions, shall be liable to prosecution as provided in Section 121.0. SECTION 123.0 UNSAFE STRUCTURES 123.1 Inspection: The building official immediately upon being informed by report or otherwise that a building or other struc- ture or anything attached thereto or connected therewith is dangerous to life or limb or that any building in that city or town is unused, uninhabited or abandoned, and open to the weather, shall inspect the same; and he shall forthwith in writ- ing notify the owner to remove it or make it safe if it appears to him to be dangerous, or to make it secure if it is unused, uninhabited or abandoned and open to the weather. If it appears that such structure would be especially unsafe in case of fire, it shall be deemed dangerous within the meaning hereof, and the building official may affix in a conspicious place upon its exterior walls a notice of its dangerous condition, which shall not be removed or defaced without authority from him. 123.2 Removal or making structure safe: Any person so noti- fied shall be allowed until twelve o'clock noon of the day follow- ing the service of the notice in which to begin to remove such building or structure or make it safe, or to make it secure, and he shall employ sufficient labor speedily to make it safe or re- move it or to make it secure; but if the public safety so re- quires and if the mayor or selectmen so order, the building official may immediately enter upon the premises with the nec- essary workmen and assistants and cause such unsafe structure to be made safe or demolished without delay and a proper fence put up for the protection of Passersby, or to be made secure. SECTION 124.0 EMERGENCY MEASURES 124.1 Failure to remove or make structure safe, survey board, survey report: If an owner of such unsafe structure refuses or neglects to comply with the requirements of such notice within the specified time limit, and such structure is not made safe or taken down as ordered therein, a careful survey of the premises shall be made by a board consisting; in a city, of a city engineer, the head of the fire department, as such term is defined in Section 1 of Chapter 148 of the Massachusetts General Laws Annotated, as amended, and one disinterested person to be appointed by the building official; and, in a town, of a sur- i veyor, the head of the fire department and one disinterested person to be appointed by the building official. In the absence of any of the above officers or individuals, the mayor or select- men shall designate one or more officers or other suitable 9/1/80 24 /. 780 CMR: STATE BUILDING CODE COMMISSION persons in place of the officers so named as members of said board. A written report of such survey shall be made, and a copy thereof served on such owner. 124.2 Removal of dangerous or abandoned structures: If such survey report as outlined in Section 124.1 declares such struc- ture to be dangerous or to be unused, uninhabited or aband- oned, and open to the weather, and if the owner continues such refusal or neglect, the building official shall cause it to be made safe or taken down or to be made secure; and, if the public safety so requires, said building official may at once enter the structure, the land on which it stands or the abut- ting land or buildings, with such assistance as he may require, and secure the same; and may remove and evict, under the pertinent provisions of Chapter 239 of the Massachusetts General Laws Annotated as amended, or otherwise, any tenant or occupant thereof; and may erect such protection for the public by proper fence or otherwise as may be necessary, and for this purpose may close a public highway. In the case of such demolition, the said building official shall cause such lot to be levelled to conform with adjacent grades by a non-organic fill. The costs and charges incurred shall constitute a lien upon the land upon which the structure is located, and shall be enforced in an action of contract; and such owner shall, for every day's continuance of such refusal or neglect after being so notified, be punished by a fine in accordance with Sec- tion 121.4. The provisions of the second paragraph of Sec- tion 3A of Chapter 139 of the Massachusetts General Laws Annotated as amended, relative to liens for such debt and the collection of claims for such debt shall apply to any debt re- ferred to in this section, except that the said building official shall act hereunder in place of the mayor or board of select- men. During the time such order is in effect, it shall be un- lawful to use or occupy such structure or any portion thereof for any purpose. 124.3 Remedy of person ordered to remove a dangerous struc- ture or make it safe: An owner, aggrieved by such order may have the remedy prescribed by Section 2 of Chapter 139 of the Massachusetts General Laws Annotated as amended; provided that any provision of said Section 2 shall not be construed so as to hinder, delay or prevent the building official from acting and proceeding under Section 124.2; and provided, further, that this section shall not prevent the city or town from re- covering the forfeiture provided in said Section 124.2 from the date of the service of the original notice, unless the order is annulled by the jury. 125.0 RESERVED I 25 9/1/80 of harem, Alaoubum etto Public Propertp ;Department ' gr �3uitbing department Ont 6alem Oreen 745-9595 aCxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer August 21 , 1989 Julie Walleston Bank of New England 1 Essex center Drive Peabody, MA. 01960 RE: Endicott Center, Town House Square, Salem, MA. Dear Ms. Walleston, This office has recieved letters of concern over safety of the sheathing at the above referenced property, ( see enclosed letters) . Our concern is for the safety of the public. This sheathing has been installed for over three months and has not been protected by the weather. This office is ordering you to get the sheathing covered up, you have seven days from receipt of this notice to do so. Failure to comply will result in this office taking legal action. Sincerely, James H. Santo Assistant Building Inspector JDS/eaf enc: ( 1) C.C. City Solicitor Ward Councillor Fire Prevention Electrical Dept . _ Lawlor Corp. Donald Burnham � , Senergy R 'CEI,&Q AUG 0 9 1%9 August 7, 1989 7 Mr. Roldo A. Cesaroni c-) RAC Corp. P .O. Box 1026 Slatersville, RI 02876 m o Re: Senerflex Wall System 2m w Endicott Center =o g, m Salem, MA v N � N C� Dear Roldo: It is my understanding that the above referenced project has been temporarily stopped, and that several unfinished areas have been left exposed to weather. Please be advised that Senergy will not be responsible for any problems related to this exposure . Protection from weather should be provided in these areas . If you have any questions or comments, please feel free to contact me. Very truly yours, SENERGY INC . George H. Travis . Technical Services Representative GHT:lb cc : R. Donovan M. Sheahon C. Christopher / CSA, Inc . Senergy Inc.. 1367 Elmwood Avenue, Cranston, Rhode Island 02910, Tel 401-467.2600, Fax 401-941.7480 ^ ' ° - R A Cesaron^ Corp" D,yvvaUSpeca|isL P.(}. Box 7820, 8atersviUe, 00207h (401) 765^%24l W � o � � r mnust r� o F� �^ m I8LI� F�ROFERTY DEPT m ^� o CITY W 5ALE1 M 1 SALEM GREEN »^ CG * SALEM, Mn 0197} ATTN ; JAMES Dr SANTO Dear Mr . Santa, As you are probablv aware . Lawlor Curzoration has nraered this companv to ceese work on �he Endicott Center. Sur companv was resnonsio\e for the netai stud drywa1i and svnthetic plaster applicaiion . As stated in Wvsum Sheeting Technical Bulletin 8-5102 GolJbond , the guarantee on the exterior sheetirq will expire in three months, therefore making it unsafe to the public and Presenting a prssibility of the sheetinq to blow off the side of the building . It is the intent of this letter Po inform the citv of Salem that . due to the circumstances surrounding this Project ` R . A. Cesaroni Corp. will not accept any re- spcnzibilitv for property damage due to the exterior sheeijno � -hank vou for vour time in this matter . corciv, President RAC/lm CEA Carl Dumas , Lawlor 3 David C. Moulton May 9 1989 13 High St. Salem Ma. 010970 Salem Building Department ONE Salem Green Salem Ma. 01970 Attn: Mr. James Santos As of May 2 1989 1 nolonger work for Lawlor Corp.Who is the general contractor on the Endicott Center At Town House Square project. I would like to have my Salem Building License *1100, Mass. License #044410 and my name removed from the permit which was issued for this project eo y David C. Moulton C N � � S O p O Q J W N � O� Co m � U C�h1iJiCo7> CTiZ, `I �D Duplicate Copy Western Surety Company LICENSE AND PERMIT BOND :I (For County,City, Town or Village Only) ! KNOW ALL MEN BY THESE PRESENTS: BOND No. L& P. 40545367 That we, LAWLOR CORPORATION of the _ _GIIY ._.__.._ of MEDFORD State of MASSACHUSETTS as I'rinripal, and the WESTERN SURETY COMPANY, it Corporation duly licensed to do business in the State of MASSACHUSETTS as Surct arc held and firmly bound unto the CITY of SALEM State of MAS'SACHUS S -------- Obligee, in the penal (Valid only when a County, City. Town or Village iN named as Obligee) sum of TEN THOUSAND DOLLARS ($ 10,000. DOLLARS, (NOT VALID IF FILLED 1N FOR MORE THAN$25,000.00) — lawful money of the United States, to be paid U7 the said Ohligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. THE CONDITION OF THE ABO�R OBLIGATION IS SUCH, That whereas, the said Principal has been licensed ... AS A CONTRACTOR -- __._ by the said Obligee. NOW THEREFORE, if,the said Principal shall faithfully perform the duties and in all things com- ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per- mit applied for, then this obligation to be void, otherwise to remain in full force an(h ffect for a period commencing on the 31st day of AUGUST 79 and ending on the 31st day of— AUGUST -._,._,__,_ 19 89, unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the clerk of the Political Subdivision with whom this bond is filed and to the Principal, addressed to them at the Political Subdivision named herein, and at the expiration of thirty-five (35) days from the mail- ing of said notice, this bond shall ipso facto terminate and the Surety shall thereupon be relieved from any liability for any acts or omissions of the Principal subsequent to s u ,.. ... is 31st day of h1�G$S -- ..... ____—, 193-8 . na�n Principal Principal Countersigned W E S T E 1 S Y C M I' A N Y By - By Resident Agent r• nt ACKNOWLEDGMENT OF S iRETY STATE OF SOUTH DAKOTA (Corporate Officer) County of Minnchaha }ss On this 31st_day of AUGUST 1988,before me,the undersigned officer, personally appeared.._......._._Joe P.Kirbywho acknowledged himself in be the aforesaid of of the WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do, executed the foregoing instrument for the purpose therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal. 0.KULL ' �-- NOTANYfOVTHPW°UAKOTAC i�L ° N° . 1 n 1 NotaryPublic, South Dakota , Fmm aK9.. ..e5 rwnti_. 'n...,.>.-T..'._.•.� rcl- OCT- -=,2 FRI 11 : - 5CIS-1571260T P . 01 ---—---------------------------_-------------------------------------------------------------------- - - -- Cit of *aiem, 01aggaC ugettg � p � Public i3ropertp Department se ;1N Nuilbing Department \,9 One *altm Breen 745-9595 text. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 26, 1988 Urban Development Action Group Inc. Front Street Salem, Ma. 01970 Re: Endicott Center, 234 Essex St. Dear Sir: Permit will be issued with the following conditions: 1. Each individual unit residential or catmercial will require a permit to comply with Massachusetts State Building Code. 2. Certificate of Occupancy for each individual unit residential or commercial shall be obtained. 3. Plumbing contractor to contact Salem Plumbing Inspector prior to starting of job. Sincerely, 1 YJam-7 es D. SantoSanto Building Inspector JDS/lyd Office 927-0401 FAX (508) 921-2112 BRESNAHAN CONSTRUCTION, INC. COMMERCIAL AND INDUSTRIAL BUILDING 161 CABOT STREET - BEVERLY, MASSACHUSETTS 01915 July 24, 1992 n Ell n ;n C, Mr. David Harris Building Inspector ifa r` One Salem Green Salem, MA 01970 n Dear Mr. Harris : As you requested I am enclosing a letter from John Savastas regarding color selection of sprandal glass . I am also enclosing a letter from our installer and supplier of the glass confirming the glass has been ordered and will be installed as soon as he recieves it. I realize that Mr. Savastas ' letter does not confirm that the glass has been ordered but I hope this letter from Ipswich Bay Blass Company will verify that the glass has been ordered . Sincerely, BRESNAHAN CONSTRUCTION, IN By Rober F. Bresnahan President RFB/z Enclosure : Architecture Planning Interior Design 24 January 1992 Mr. Roger Bresnahan Bresnahan Construction Co. , Inc. 161 Cabot Street Beverly, MA 01915 RE: SPANDREL GLASS - GROUND FLOOR Endicott Building Salem, MA Dear Roger: As a follow-up to our meeting and research into the Endicott Building files, I have discovered that the spandrel glass that was previously selected for the transoms above the windows on the ground floor is a bronze reflective glass. I have enclosed a copy of the memo to this letter. With reference to the sample of the standard colors submitted by Bresnahan Construction Company, CSS Architects recommends the color "Harmony Bronze" . The glass material should be reflective. Please verify if OPACI-COAT-300 is a reflective material. Please call if you have any further questions. Very truly yours, CSS ARCHI E TS INCORPORATED John J. Savasta, AIA Principal CSS Architects Incorporated Corporate Place 128 {/ Audubon Road, Building 2 Post Office Box 1460 Wakefield, Massachusetts 01880 617 245 8400 i (� I IPSWICH BAY GLASS COMPANY, INC_'. 435 BOSTON.STREET P.O. BOX 334 TOPSFIELO, MA 01083 (SOB):887.8932 FAX 508) 887-3225 January B! e5 naha3n Construction 161 Cabot. Stroet B<:ve ly , MA 01915 e . Endicott :Centa.r Salem . MA G.-ntIeIII en : - his; is to adviso you of the status of spandr•Pl glass for, tha above project . We anticipate. r'PCOP t of the material . from our supplier". ori reLriioI*y 5th , 1492 . we intcnd to install the motcr•.iolo a,. quickly as practical t.hrreafteI- Very tr-ulY Yours , IPSdICM BAY GLASS COMPANY INC . am as M. petty.. Jrt'r;'ds.c y L� i t 617404.1414 _ FAX 617.8895678 c U a NEW ENGLAND STORE FIXTURE CO., INC. 9 2- AT17 THE RE"EIVED CITY OF SALEM„MASS. � � FOOD SERVICE EQUIPMENT CENTER j 222 VALLIAMS STEPHEN V. BREWIN AT BEACHAM J i SALES CHELSEA,MA 02150 /- 17 I "• I \ -CONVENIENCE CUPBOARD INC- _! _ /_ Salem,MA Ll{ i REVISION ONE:Beverage counter r relocation DATE:December 18, 1991 SERED Ag Hi 'chOALI rfCT 1 No. 256/0, ,,, WINTROP. �r A. J i .S�Fq(Ty� PSS�Ga �� I IS 61749WI414 FAX 617.8895676 NEW ENGLAND STORE FIXTURE CO., INC. ITT AT THE e1iy OF Sit Z ;ASS FOOD SERVICE EQUIPMENT CENTER 222 MLLIAMS STEPHEN V. BREWIN AT BEACHAM SALES CHELSEA,MA 02150 'e —CONVENIENCE CUPBOARD INC. Salem,MA REVISION ONE:Beverage counter relocation DATE:D 8,1991 t ,,ALL ONo. 2560 WINTHROP. MASS. Jy s Of •7 COW DEc 3U 2 s9 Ph Vi Ctg of ttlpm, 'Mttssar4usptts FILE# � s pourb D{ '4VV 1 CITY CLFf:M. '. ., "tSS. anwa a°M DECISION ON THE PETITION OF URBAN DEVELOPMENT ACTION GROUP, INC. FOR A VARIANCE AT-234-E5SEX T. (B 5 ' A hearing on this petition was held December 2, 1987 with the following Board Members present: James Hacker, Chairman; Messrs. , Bencal, Fleming, Luzinski and Strout. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioners, owners of the property, are requesting variances from density requirements established by Table III, Section VI as follows: 1 . As to an existing building located at Washington St. and 234 Essex St. in a B-5 zone and known as the "Kerr Building"; a. maximum lot coverage; b. minimum width of side yard; c. floor area ratio 2. As to the proposed new building; located at 90 Washington St. and also in a B-5 zone; a. minimum lot area per dwelling unit; b. maximum lot coverage; c. minimum width of side yard d. maximum height of building (feet) ; e. maximum height of building (number of stories) f. floor area ratio 3. Petitioners are also requesting a Variance from minimum parking requirements for sixty nine (69) residential units. The Variance which has been requested may be granted upon a finding of the Board that: a. special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other lands, buildings and structures in the same district; b. literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner; c. desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. DECISION ON THE PETITION OF URBAN DEVELOPMENT ACTION GROUP, INC. FOR A VARIANCE AT 234 ESSEX ST. , SALEM page two The Board of Appeal, after careful consideration of the evidence presented, and after viewing the plans, makes the following findings of fact: 1 . The building is located in the B-5 area; 2. Petitioners plans provide for sixty-nine (69) parking spaces in surface and underground parking; 3. It is impractical to maintain the entire existing structure and provide on site parking due to the close proximity at the train tunnel which runs under Washington Street; 4. Construction as shown on the plans will retain and add to the current retail activity and stimulate small businessess; 5. This project will provide for new business to locate in Salem and therefore create jobs; 6. This project will substantially increase the tax revenue on the property; and 7. There was community support and petitions presented in favor. On the basis of the above findings of fact, and on the evidence presented at the hearing, the Board of Appeal concludes as follows: 1 . Special conditions exist which especially affect this building but do not affect the district generally; 2. Literal enforcement of the Ordinance would involve substantial hardship to the petitioner; 3. The relief reqeusted can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the Variance requested under the following terms and conditions: 1 . Petitioner must include in the Condominium Documents the provisions for the Condominium Association to purchase from the City of Salem a minimum of thirty-five (35) parking spaces at any municipal facility; 2. Petitioners are to work closely with the Salem City Planner so that he will approve the final plans for the street scape at the rear and the side of the building other than Washington and Essex Sts. side; 3. Mall area as indicated by plans are to be opened to the public so as to assure access from Washington St. to the public parking lot; 4. The City will not, now or ever, be responsible for rubbish and trash removal; DECISION ON THE PETITION OF URBAN DEVELOPMENT ACTION GROUP, INC. FOR VARIANCES AT 234 ESSEX ST. , SALEM page three 5. If the City chooses to put a second tier for parking on the Sewall Street parking lot, the developer will work with the City Planner to arrange an agreement for the developer to help defray the cost to the City of Salem; 6. Petitioner will provide sixty-nine (69) on site parking spaces in accordance with the plans submitted to the Board; 7. Petitioner will provide in the Condominium Documents for the parking spaces to be non-severable from residential unit ownership; 8. Petitioner will comply with requirements of the Salem Fire Department; 9. Petitioner will obtain and comply with the requirements of all building permits; 10. Construction shall be in accordance with the plans submitted to the Board; and 11 . The building shall be numbered in accordance with regulations. VARIANCES GRANTED /,f1^'(// Leta :-7 James M. Fleming, Esq. Vice Chairman A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK APPEAL FROM THIS DECISION. D ANY, SHALL BE MADE PURSUANT TO SECTION 17 OF THE MASS. GENERAL LAWS. CHAPIER 808, AND SHALL BE FILED WITHIN 20 DAYS AFTER THE DATE OF FILING OF THIS DECISION IN THE OFFICE OF THE CITY CLERK. PO:SANI TO MASS CEHERHL E.AVIS. CHAPTER 808. SECTION 11, THE VARIANCE OR SPECIAL FFP, '.IT kk;!ED HEREIN. SHALL NO'i IA{E EFFECT UNTIL A COPY OF THE JECISIC.I. BE vF.: THC __i:T FILATION UI THE CII1' CLERH THAT 20 DAYS HAVE ELAPSED AND NO APPEAL HAS 5-EN PIED. ,R THAT. IF SUCH AN APPEAL HAS BEEN FII.E. THAT IT HAS BEEN DIS',:ISSED "P L=..".IC9 15 RECORDED IN THE SOUIH ESSEX RECISI'RY OF DEEDS AND INDEXED UNDER THE RASIE OF THE 0:11:E6 OF RECORD OR IS RECORDED ANO NOTED ON THE OWNER'S CERTIFICATE OF TITLE. - BOARD OF APPEAL FIDELITY AND DEPOSIT COMPANY OF MARYLAND• FIDELITY AND DEPOSIT COMPANY A HOME OFFICES: BALTIMORE, MD. 21203 - C.l.t.y_.ef-Salem--------- _._............ . . ... -- -------- June---------2-7------------------------ 19......83 --C.i_t.y.... -a. -1------------------------------.....-------------- ................... ---------- . The undersigned Surety upon a certain............L.i .c.en s e,..a n.d-_Pe rm i.t-----_---_-.-_----_---..............Bond in your favor as follows: PRINCIPAL BOND NO. PENALTY EFFECTIVE DATE T . R . Kerr Furniture Co. Inc . 8442027 $1 , 000 . 00 6-16-71 and covering (1)._S i 9 n...P e r m A...6.Q.n d.............. ..................--------......--•------------------------ -- hereby notifies you that it desires to kxxixxt* and does hereby texxixXit said bond as an entirety. cancel cancel *aclnum1fiWx 11 Such cancelation to become effective (2).___r.h.I-.[S-y.--.d.d.y.S-...0.f..teL--.Ihe...Le:�.e.I.p.t.-A.f-------------- ------this n o t.1 c e . .................•............I...............................................................------..........................-........... - ............................................................................ - ................... ...................................-------------•-------------- ..----......................................................--- .....................I...........--................................................................................. This notice is given to you in accordance with the cancel on provision in said bond contained. 'l U FIDELITY AND DEPOSIT COMPANY OF MARYLAND ❑ FIDELITY AND DEPOSIT COMPANY Surety attest:......(/ t t/... ..... it Q2 12 By....--�7- •- e u Lac. - - - Peter K . Dorsey Attorney- in-Fact J310 Noticeof CancelUNon or Termination. CRIGINAL TO OBLIGEE SALEM FIRE DEPARTMENTAug.COMPLAINT FORM u 16, 89 2030 hrs. FIRE PREVENTION BUREAU owre.. ..„. .. +9.....„TIMe,r„ ..__.....' 234 Essex Street, (a/-kashington Street) Eaton_s_Drug3 Location of Complaint or Hazard fi Complaint by Concerned Citizen to Fire Al arrrrAddress Nature of Complaint Excessive accumulation of rubbish in egress from store onto Essex St. G M r Received by Salem Fire Alarm Operator Holloran In� M Investigated by D.C. David J. Goggin DATE..... .6/8y...19....... o....' .30 , .. hrrn m.� Action Taken Spoke to Req Pharmicist on duty about exceSsiyp build up inn pvit -�- onto Essex Street from store. She said that she has made arrangeients�r it to be picked up on Thursday A.M. by Lash L'Leheaureaux. They placed the rubbish out on Tuesday for the regular collection but they have no other plans for placement of the weekly accurmflation of rubbish Spoke with the Pharmicist about the blocked EXIT way, which had an approved EXIT sign. Also spoke of the fire potential for the outside storage within this exposed exitway. She spoke of the other EXIT, which was at the other end.of the occupancy. Upon checking this EXIT out, I found a lighted EXIT sign over the door, which led to another small hall which had no sign or directions. Upon going straight through, I find a large floor opening to the left, plus stored debris from the construction work. Upon going to the right down the hall by the Lavatories, then out theough an unmarked door, this leads to the Washington St. stairwell , with stored debris from construction and the exit way is blocked by the plywood on Washington St. which is padlocked from the Exterior side. 'T jle=s_tpre_therefor-is-in-violation-of'exit-tode requirements and �'and'needs a rubb'i'sh area for approved stor g This'matter must. be- taken under advisement- of the-Salem Fire Prevention Office T i . to for immediate action -for. 3ife safety: Other Department Notified— Form #58.(Rev.6/87) David C. Moulton May 9 1989 13 High St. Salem Ma. 010970 Salem Building Department ONE Salem Green Salem Ma. 01970 Attn: Mr. James Santos As of May 2 19891 nolonger work for Lawlor Corp-Who is the general contractor on the Endicott Center At Town House Square project. I would like to have my Salem Building License *1100, Mass. License #044410 and my name removed from the permit which was issued for this project 2 h David C. Moulton C � Y W O � O j� J UH W m � Y Q F" V °1 _oir, norI rr,.iv I lv.] I rL •N ..AUC 7( -, CU UCT, ,:;d ,tj,y 11 1 N0 UU4 F' .t1I I_ �D Duplicate Copy Western Surety Company j i LICENSE AND PERMIT BOND (For County, City,Town or Village Only) KNOW ALL MEN BY THESE PRESENTS: BOND No. L& P. 40545367 A That we, LAWLOR CORPORATION of the ___GiLX.....__.... of MEDFORD , State of MASSACHUSETTS as Principal, and the WESTERN SURETY COMPANY, it Corporation duly licensed to do business in the State of MASSACHUSETTS as Suret are held and firmly bound unto the -....._.._.,..._.._._.., Yom. .. - CITY of SALEM State of MASSACHUSEI IS Obligee, in the penal (Valid only when a County, City. Town or Village is named as Obligee) sum of__—.—TEN THOUSAND DOLLARS (g 10,000, )DOLLARS, - (NOT VALID 1F FILLED IN FOR MORE THAN$25,000.00) lawful money of the United States, to be paid W the said Ohligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. THE CONDITION OF THE ABOtiF OBLIGATION IS SUCH, That whereas, the said Principal has been licensed ... AS A CONTRACTOR --._.....___ ...-_—.— by the said Obligee. NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things corn- ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per- mit applied for, then this obligation to be void, otherwise to remain in full force an(k.ffect for a period commencing on the 31St day of__ AUGUST 19 , and ending on the 31st day of 19—E,,unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the clerk � . of the Political Subdivision with whom this bond is filed and to the Principal, addressed to them at the Political Subdivision named herein, and at the expiration of thirty-five (35) days from the mail- ing of said notice, this bond shall ipso facto terminale and the Surety shall thereupon be relieved from any liability for.any acts or omissions of the Principal subsequent to 31St day of _......__ _ _, 19 UU . awwuare OD, Principal Principal Countersigned W F S T E I 5 Y C M P A N Y By By Resident Agent r nt ACKNOWLEIIGMENT OF 5 IRFTY STATE OF SOUTH DAKOTA (Corporate Officer) County of Minnchaha }ss On this 31st_day of AUGUST 1988, before roe,the undersigned officer, personally appeared.._......._._Joe P.Kirby who acknowledged himself U.)be the aforesaid officer of the ; WESTERN SURETY COMPANY,.a corporation, and that he as such officer, being authorized so to do, ,I i executed the foregoing instrument for the purpose therein contained, by si}rning the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto Het my hand and official seal. 4MM�r.>•hi«eo-o-weak+k4hq NOTARY VVYLi It Kkfi1.L {}p Bourn oseorn n> ,, � i,r.• ,�,:� NotPublic, South Dakota ; Form 849 4 85 DCT-2:-:-8'8 FRI 11 : 22 51=137572507 F . 01 ---------------------------------------------------------------------------------------------------- - -- Citp of harem, 41azoarb gettg Public Propertp Department \ CM1Ne �3uilbing Department One fi5atem Breen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 26, 1988 Urban Development Action Group Inc. Front Street Salem, Ma. 01970 Re: Endicott Center, 234 Essex St. Dear Sir: Permit will be issued with the following conditions: 1. Each individual unit residential or commercial will require a permit to comply with Massachusetts State Building Code. 2. Certificate of Occupancy for each individual unit residential or comiercial shall be obtained. 3. Plumbing contractor to contact Salem Plumbing Inspector prior to starting of job. Sincerely, 7 J�1L%ti� �yv� James D. Santo Assistant Building Inspector JDS/lyd License and/or Permit Bond ISSUED THROUGH A . A . DORITY COMPANY BOSTON VERIFICATION NO. 523.2935 KNOW ALL MEN BY THESE PRESENTS, That we P. J. Maffei Building Wrecking Corn , of_ 71 Nickerson Road, Ashland, MA 01721 hereinafter referred to as the Principal, and WESTERN SURETY COMPANY a corporation organized and existing under the laws of the State of Sonth- Dakota and authorized to do business in the State of Massachusetts as Surety, are held and firmly bound unto CITY OF SALEM hereinafter referred to as Obligee, in the sum of __ ONE THOUSAND and no/100 (Sl 000 00)Dollarg lawful money of the United States of America, to the payment of which sum, well and truly to be made, we bind ourselves, our executors, administrators, successors, and assigns, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has made application for a license or permit to the Obligee for the purpose of, or to exercise the vocation of OCCUPYING and/or OPENING A PUBLIC WAY NOW, THEREFORE, if the Principal shall faithfully comply with all ordinances, rules and regulations which have been or may hereafter be in force concerning said License or Permit, and shall save and keep harmless the Obligee from all loss or damage which it may sustain or for which it may become liable on account of the issuance of said license or permit to the Principal, then this obligation shall be void; otherwise, to remain in full force and effect. THIS BOND WILL EXPIRE Dp mher 3, 1988 but may be continued by continuation certificate signed by Principal and Surety. The surety may at any time terminate its liability by giving thirty (30) days written notice to the Obligee, and the Surety shall not be liable for any default after such thirty day notice period, except for defaults occurring prior thereto. SIGNED, SEALED AND DATED this 3rd day of December19. 1, P.J. Maffei Building Wrecking Corn Principal y By. /L&-"- 0 WESTERN SURETY COMPANY ety By. C. Whitney Crawf d, At orney-imfact G-23172-A POWER OF ATTORNEY (Irrevocable) BONDNO. Be 50801680 Know All Men by These Presenu: A A That this Power of Attorney is not valid or in effect unless attached to the bond which it authorises executed. but may be detached by the approving officer if desired. .That Western Surety Company, a corporation, does hereby make, constitute and appoint Edmund R. Crawford C. Whitney Crawford Philia B Crawford in the City of —Bostonstate or _Ma SsaehLaettc with limited authority. Its clue and lawful Attorney-in-Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, one of the following bonds: An ORIGINAL bond a wired by Statute, Deer" of Court or Ordinance for: MAXIMUM PENALTY (A) ADMINISTRATOR EXECUTOR PERSONAL REPRESENTATIVE GUARDIAN CONSERVATOR CURATOR TRUSTEE—(Testamentary Only) $1,000,000 SALE OF REAL OR PERSONAL PROPERTY—when this company has qualifying bond or when it is a separate bond for REFEREE IN PARTITION accounting of proceeds of sale only. COMMISSIONER TO SELL REAL ESTATE _ TRUSTEE OR RECEIVER — In Bankru (Excludin Cha ter 11) (B) NOTARY PUBLIC PUBLIC OFFICIAL AND DEPUTIES $ yD 000 RECEIVER — (In State Court Only) (C) PLAINTIFF'S COURT BOND—Banks, Savings k l,Dan, and Trust Companies $ 100.000 —All Others, except bonds prohibited by "NOTE^ $ 20,000 elow (D) COST ON APPEAL ) EXCLUDING OPEN PENALTY, REMOVAL OF CAUSE) STAY. SUPERSEDEAS OR $ Y000 GUARANTEE OF A JUDGMENT / (E) LICENSE, PERMIT. OR QUIET TITLE—City,-County $ 25.000 V —State $ 15,000 (F) ANY SUPPLY RID OR SUPPLY CONTRACT BOND, providing the j 10,000 contract price does not exceed $10,000. (G) ANY BOND OR INDEMNITY provided there is attached to this Power of Attorney, written authority in the form of an endorsement, letter or telegram, signed by the Chairman of the Board, President, Vice - President, Assistant Vice President, Secretary, Treasurer or Assistant Secretary of Western Surety Company a ific.,,y authorizing its execution. NOTE: SUPERSEDEAS, OR OPEN PENALTY OR STAY BONDS OM APPEAL OR GUARANTEE Of JUDGMENT, OR DAIL 1100103 OR COMSTRUCTNNI 1110 OR . CONTRACT BONDS.OR SONDS FOR DEFENDANTS ARE MOT AUTHORIZED IT THIS POWER Of ATTORNEY,rceal w porta" M Swrka 1GI- . The aha wlydxmrat.and eawutkn of any awk Aranent by the wM Attotw,4I r..t. ."If V .a trl"s, .Pon thk C.mMR, u if rwk 6.ad had boost executed sad w<k w.rkdwM by the rtnul.rly •IwtM effirae,.f t►k e:womny. 9111,10;M.,TEn71 SURI TY COMPANY ratio., tortllko that the tols.rs. k a .w am Haft,w, of fketkn 7 of 101 R,-Lowe f to'. W..t.rw Sarw, Cwwt.w>.Jrrl>-A`P l awd ter In loner. t.rit: "S, Ion 7. All k,". rNi,iw, .wkrtakin.e, Purer,M Attorney w Mho..alk•t Loi.d the..epees_ Uoe shNWnaw. . 'bs caseated In the furrste a the f pan, M to. Chalnw.w M the W.;; P.Mrnt.Setrels". or Arktant Sweeury.Tearrtr. r aq.Vks P—Wal,w N lurk other offieert w.the Nonni of Di.reloov nor.otMrir. TM Cou sinwe of tons aP. Ment rm. P.11 I. Vita PM.nt. Sae rarT.as,Aul.tant S.eetae.w the Tre.rurar war aowto int Alrnew In Part r A..nta rl. .►all owes ..tkarH, ho Irw ba„ak- pile". r uwtesrbim. le 0. naw.d ERI Cone"or. Th.arrwoet. earl N wd nererary far be validity ad or baw.le. Mtkk.. .nM1a41we.. Power rf Altaraa,or other'o►Ikwtbr of to. aorweatton . the rkrwe M .n, ,uta./!icor and tar owereraw.1 May be P".1N by fa eiwik.– %SN' WYMESS WKERE'OP. the asld WERTERN SURETY COMPANY ha. ward W..r tartrnts to 4 netrrtoa by 1. Prwtk.t .,Irl. he wrpocak arl,afOTM t►Y Sats de, of Marsh, lea,. ATTEST 4tnaA C. A.Moora Se<.MrySTATE OP SOUTH DAKOTA r esident COUNTY OF MINNXHAHAOn thle lotk by M North, 1003. Mfrs we.• N.A." Puklir. a„raull, .stea ►Nae 4y 4.1, ra, v4wkAwed that M mewed the aoaw Amer of Attorney r AwMen1 .d tae rM WETERN Raekn.r Iwlewewt to M low rulunta<T a<t awl Arm of wM t rpuratson. September 7 Is !10l/J•//� lwo` I. rh, uwk..k.N afftM b er of rMbrn enra> C••wr..y. .1-1, rn.r.•ral4.n of III, State of S.erh 0.k..A ., Mrt., do .,rUh rbr rM alta<o.d Power of Attorney and Certifksbr of Authority N2 50801680 4 Is full lee. aN eftett sad k irew<abkl awd furtMrwore. that Sectwn 7 of the by-lar, of the evwp.ny and the resolution of too Beard et Dlra tom r sot fora\ In tb Cfnifl,.W r/ Aulhutily. ... mor .n f.rre 5 a Maiw.ny wb.rw! 1 haw h4v rt my band and the rd of the Wwterw Suety Ce Mny thk O i �' dry of IP WESTERN SURETY COMPANY •IMPORTANT: This date must be filled in before it is attached to the bond and it must be the name date as the bond. By 845 343 President